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29 GA MASTER RIB METAL ROOFING <br />ATTACHED TO 2X4 PURLINS PER <br />MANUFACTURE SPECIFICATIONS <br />2"X4"X0.050X0.120" ALUMINUM PURLINS @ 24" OC <br />ATTACHED TO TOP OF ALUMINUM ROOF JOIST WITH <br />2-1/4"X3" SIDS <br />6"X8" ALUMINUM STRUCTURAL I <br />BEAM SUPPORTING ROOF SYSTEM <br />11011 <br />5" SQUARE 1/4" THICK WALL <br />ALUMINUM STRUCTURAL COLUMN <br />to <br />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 />FLASH AT TOP OF ROOF METAL <br />AND TO FACE OF BLOCK WALL <br />BEHIND STUCCO <br />SECURE ALUMINUM ROOF JOIST TO FACE OF BLOCK <br />WALL WITH 1-SIMPSON HL33 HEAVY ANGLE AT EACH <br />SIDE WITH 1/2" THRU BOLT IN JOIST AND 1-1/2"X4" <br />EXPANSION BOLT IN WALL <br />12 <br />3 PM @ 36, pG <br />,p50X0i <br />SECURE ALUMINUM ROOF JOIST TO TOP OF <br />BEAM WITH 1- SIMPSON HL33 HEAVY ANGLE <br />AT EACH SIDE WITH 1/2" THRU BOLT IN JOIST <br />AND 1-1/2" BOLT TO BEAM BELOW AT EACH SIDE <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 />21811 <br />MAXIMUM CANTILEVER <br />31011 <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 />8'3Y211+- <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 />TOP OF EXISTING PARAPET WALL <br />EXISTING ROOF DECK <br />EXISTING LEVEL TWO BAI2 JOIST <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 />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 />4" <br />c� <br />2' 011 <br />MAXIMUM <br />.a. 'e <br />MINIMUM 3/16"X 4" WIDE 8" LONG STEEL FLAT <br />PLATE WELDED TO END OF PIPE AND PLACED <br />AT BOTTOM OF NEW SLAB POUR WITH 4 EACH <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 />2" <br />MIN <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 />ALONG THE EDGE CONCRETE TO BE MINIMUM <br />3000 PSI <br />245 AT LOCATIONS SHOWN RUNNING <br />THE LENGTH OF THE POUR TIED TO <br />REBAR. <br />�s.ede.a0s"e0e-ad%.ade.-I.. dam <br />'EXISTING PRECAST 6" SLAB <br />EXISTING STEEL I BEAM <br />LEVEL TWO SLAB EXTENSION DETAIL S-4 <br />SLAB <br />STAGE DETAIL S-4 <br />NOT TO SCALE <br />e— <br />CO <br />80 <br />•s 0 <br />'e 0 <br />L. <br />CUT AWAY BLOCK BELOW EXISTING 16" <br />O • <br />e <br />e <br />°•! ° <br />POURED BOND BEAM TO ALLOW FOR <br />NEW DOOR AS SHOWN ON ELEVATIONS <br />°•! o <br />° <br />e•.e0 <br />FILL CELLS AT EACH SIDE OF <br />OPENING SOLID WITH 2500 PSI <br />�••,a0 <br />I <br />•' <br />•e .e0 <br />O .' <br />'e .e0 <br />° . <br />°b <br />D . <br />! 40 <br />CONCRETE <br />I <br />•e .e0 <br />'s .eb <br />I <br />•a .e0 <br />O . <br />•e 0 <br />O . <br />•e 0 <br />D <br />I"s . ° 0 •e <br />•a . <br />°r-•ae- ."ve-'e•-.°••_.e•_ <br />•..e•!..e!..°•• <br />.e•• ..e•• <br />.e•!-'e�e-'e•.'N. <br />•e .e0 <br />_.e•!_.e•_.°•_.e••_ -'e••-'e••-•e•-•e•' <br />CUT AWAY BLOCK BELOW EXISTING 16" <br />POURED BOND BEAM TO ALLOW FOR <br />i.•-'e•"e• <br />•a ,e0 <br />•e . ° 0 <br />s ! <br />.e•-'s�•- <br />"a•.-'e.-'e•-'e•- <br />."e••-'e•-'°._ <br />•a 0 <br />e ! <br />D <br />a <br />O. <br />° <br />•! ° ' <br />°•! n ' <br />I <br />,• D ,' <br />° <br />n! °0 <br />NEW DOOR AND TRANSOM AS SHOWN <br />ON ELEVATIONS <br />a! 40 <br />.' a_ <br />e <br />•e .e0 <br />'e ,e0 <br />I <br />e <br />'e .eD <br />e, <br />•e .e0 <br />•e °0 <br />•.e0 <br />e <br />FILL CELLS AT EACH SIDE OF <br />D <br />►. <br />a• °0 <br />OPENING SOLID WITH 2500 PSI <br />►, <br />e• °0 <br />► , ,' <br />CONCRETE <br />'a 0 <br />•e 0 <br />I <br />e • <br />e. • <br />� <br />e • <br />e <br />�•e .e0 <br />e <br />•e•.e0 <br />3/4" T&G PLYWOOD NAILED TO TOP OF <br />STUD WALLS BELOW WITH 1OD MAILS <br />6" OC <br />2X4 STUD WALLS WITH #2 SPRUCE STUDS <br />16" OC WTH DBL TOP AND SINGLE 2X4 PT <br />BOTTOM PLATE. SECURE TO SLAB WITH <br />1/4"X3 1/4" TAPS CONS <br />CUT OPENING IN WALL DETAIL FOR DOOR S-1 <br />NOT TO SCALE <br />►' s. s. s. s. s.'•' a. O..' s.'' '' '' '' '' '' s. D. e. s. s.• s. °. s.. s. <br />1°_! ,e_! e_! ,e_! ,e_! e_! s••" e•! _ EXISTING 1R" PnURFD RnND RFAM' e•! ,e u,! ,e•! e•! e•! e•! e•! el <br />1•s . -0•° 0'4 0•4 0•e A% . �O•e -b•a 0•4 . 0% 0•e . 0•a 0•e . 0•4 . 0•e 0'4 0's 0's 0•a b•a 0•4 . -0•4 A% . -0•a <br />D .'•• <br />a.,.. '•' O.sO.0 O O • O. <br />O .,.. 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