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AA, n II <br />LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS <br />CHART UNLESS NOTED ON FLOOR PLAN BY OPENING <br />LINTEL LOAD CHART C 16" DEEP SECTION <br />CLEAR SPAN <br />CONCRETE U LINTEL <br />i' - 611 <br />41381 PLF ( UNFILLED ) <br />2' - 211 <br />3435 PLF ( UNFILLED ) <br />2' - 811 <br />2111 PLF ( UNFILLED ) <br />3' - 211 <br />2332 PLF ( UNFILLED ) <br />41 - O11 <br />1835 PLF ( UNFILLED ) <br />41 - 611 <br />1624 PLF ( UNFILLED ) <br />5'-211 <br />21313PLF•• <br />61 - 2 <br />2211 PLF *• <br />11 -011 <br />11381PLF +o <br />81 - 0" <br />1123 PLF +' <br />91 - 211 <br />148E PLF •• <br />10' -oil <br />1354 PLF •« <br />101 - 81, <br />121-7 PLF so <br />11' - 211 <br />1200 PLF t* <br />121 - 011 <br />1109 PLF E+ <br />12' - 8" <br />1044 PLF •. <br />131-411 <br />13438PLF •'P <br />• - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND <br />16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. <br />*w P - DENOTES PRE STRESSED U LINTEL WITH *5 REBAR X CONT, <br />PLACED IN BOTTOM COURSE E 16" DEEP BEAM POURED SOLID <br />WITH 2500 PSI CONCRETE <br />PLACE IX4 02 SPRUCE <br />BOTTOM BVCORD OF <br />(2) 12D NAILS/, INSTALI <br />UNVENTED SOFFIT FOI; <br />PORCH <br />8" X 8" X 16" KNOCK OUT BLOCK <br />8 TOP COARSE WITH 105 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODS <br />Lai8" PRECAST LINTEL BLOCK <br />7--.7 OVER ALL OPENINGS. I EACH <br />'oe 05 REBAR IN THIS COARSE WHEN <br />SPAN OF LINTEL OVER 51" <br />STANDARD PRECAST DETAIL <br />F, <br />191 <br />BUSSES <br />SIMPSON HIOA, FILL NAIL <br />HOLES WITH IODX 1 1/2" NAILS <br />FLOOR PLAN FOR BEAM SIZE <br />1/2" CDX OR 111611 OSB ROOF SHEATHING <br />NAZI Pn PFQ i?nr)F AWPATWINr n;=TAII IIIITW <br />DEGREE CUT BEAM TO SET OF POST <br />) STRAP EACH BEAM TO FACE OF <br />�T WITH (1) SIMPSON MSTA24 STRAP <br />. NAIL HOLES WITH lODX1 1/2" NAILS <br />6X6 P.T. WOOD POST <br />WRAP WITH HARDI TRIM <br />PORCH SLAB ' <br />-———————— — — — — —— — 411 GRADE <br />1211 <br />SEE FOUNDATION PLAN <br />FOR FOOTING AT POST <br />&X6 POST 4 BEAM DETAIL <br />NOT TO SCALE <br />SIMPSON ABU6(o WITH 3/4"X511 EXPANSION <br />BOLT IN SLAB AND FILL NAIL HOLES WITH <br />IODXI 1/2" NAILS <br />BLOCK WALL SECTION DETAIL S-S <br />NOT TO SCALE <br />1/2" CDX OR i/1611 OSB ROOF SHEATHING <br />NAII Pr) PI=t? QnnF AWPATI.IIMe I7FTA11 IIJITW <br />BLOCK WALL SECTION DETAIL 8-4 <br />NOT TO SCALE <br />�) INSULATION <br />TYPE GYPSUM BOARD <br />r OVER <br />WINDOW <br />IRING STRIP 16" OC <br />NSULATION <br />5UM BOARD <br />a <br />U <br />,L RODS AS SHOWN ON FLOOR <br />IATION PLAN FROM FOOTINGS <br />WALL WITH CELLS FILLED SOLID <br />'SI CONCRETE <br />O FOOTING WITH <br />�R ON CHAIRS <br />PLACE 05 VERTICAL RODS IN EXISTING <br />WALLS. PLACE AT ALL CORNERS, EAC: <br />SIDE OF ALL OPENINGS AND SPACED <br />" OC. 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