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PC-2 <br />FC-2 <br />F <br />F <br />FC-2 <br />FC-2 <br />G <br />F <br />n <br />L <br />C <br />Z H <br />V to <br />J _ 0 Z <br />00 <br />p FC-3 F FC-3 p FC-3 uJ <br />F zZ !3z <br />��1-� ® M W_ 2 U <br />Z ei �o <br />— ------—————- ---- —— — — — — — — <br />co <br />Z <br />H <br />o <br />z <br />J <br />>az gap o <br />/ a: ZPc-2 cc w 3 <br />D D FC2 / �\ <br />00 <br />i F / F <br />co <br />Lij <br />I / K-2 _® e ® ! d <br />� fl%< <br />1 F � <br />0 <br />F <br />F <br />F D FC-2 PC-2 F FC-2 ®®®®1I,1 1 I I1110Ln <br />�� <br />J <br />FC-2 <br />I <br />j I F <br />■ i ■ i ■ ■ ■ PC-2 <br />FC-2 ♦ FC-2 �� // r �` � min <br />- z <br />7 <br />ti ? U) F <br />Lij > <br />LU <br />_ t / ?�? < <br />\ 2 �/LLJ N <br />ill i ■ -- -- --- ■ ! �� ♦ : j ! ? // � / <br />ram, I ♦ / <br />k <br />O ) <br />A <br />♦ j j/ <br />� PC-2 <br />FRECA5T CONCRETE LINTEL. SCHEDULE <br />CMU WALL ABOVE <br />LINTEL AS REQUIRED_ <br />TO REACH TIE BEAM, <br />PRECAST LINTEL <br />W/ (1) S DIAL` <br />POURED SOLI! <br />OPENING BELOW AS <br />PER ARCHITECTURAL <br />DRAWINGS <br />194P -190#klw <br />CMU WALL ABOVE _ <br />LINTEL AS REQUIRED <br />TO REACH TIE BEAMS - <br />4" OR 8" KNOCKOUT <br />BLOCK W/ (1) M5 <br />DIAM. POURED <br />SOLID <br />POURED SOLID <br />ll) M50 <br />OPENING BELOW AS <br />PER ARCHITECTURAL <br />DRAWINGS <br />PG2 <br />(1) *5 a 48" O.G. MAXIMUM U.ON., EXTERIOR AND SEPARATION WALLS <br />INDICATES REINFORCED FILLED CELLS AT FIRST <br />FLOOR WALLS ONLY <br />CMU WALL LEGEND <br />. ■ 8"X8"XI&" CMU INTERIOR AND EXTERIOR WALL - SEE <br />ARCHITECTURAL DRAWINGS FOR TOP OF MASONRY <br />WOOD FRAME WALL SLANTED AS REQUIRED AND SHOWN ON <br />ARCHITECTURAL DRAWING - SEE SECTIONS FOR REQUIRED <br />CONNECTORS <br />EXTERIOR WOOD FRAME WALL AS PER SECTIONS <br />■ <br />PC-3 ) `--( 5 <br />FLOOR PLAN - STRUCTURAL <br />SCALE: 5/16" = 1'-0" <br />4" OR 8" KNOCKOUT <br />BLOCK W/ (I) s <br />PIAM. POURED <br />SOLID <br />POURED SOLID <br />(I)SO <br />5" <br />PRESTRESSED PRECAST <br />CONCRETE LINTEL WITH <br />BOTTOM ELEVATION AS PER <br />ARCHITECTURA DRAWINGS <br />PGA <br />FLOOR PLAN NOTES <br />TOP OF MASONRY WALLS ARE BASED ON ARCHITECTURAL DRAWIN65. VERIFY SUCH <br />ELEVATIONS WITH ARCHITECTURAL ELEVATIONS AND SECTIONS. <br />ALL EXTERIOR WALLS ARE DE516NED AS SHEARWALL5. <br />KEY NOTES Cj) <br />PG PRE -CAST CONCRETE LINTEL - SEE DETAILS THIS SHEET <br />® PC-2 LINTEL WITH BOTTOM ELEVATION AT CEILING HEIGHT <br />SEE STRUCTURAL DETAILS FOR REQUIRED FRAMING AT ARCHED OPENING <br />SEE FRAMING PLAN FOR REQUIRED TRELLIS CONSTRUCTION <br />0 SEE ARCHITECTURAL DRAWINGS FOR REQUIRED DECORATIVE BEAM <br />CONSTRUCTION AROUND LINTELS AND BELOW TRUSSES <br />® PROVIDE A SIMPSON HDQB AT EACH CORNER OF FRAME WALL <br />O 12" SQUARE CMU COLUMN W/ (2) 05 VERTICAL ALL GROUT FILLED <br />© SEE SECTIONS FOR REQUIRED BRACKET CONSTRUCTION <br />C <br />G <br />TnWPP PI tAKI - CTI?I I(�TI IQ01 <br />SCALE: 5/16" = P-O" <br />r <br />0 <br />a <br />s <br />m <br />U O <br />c <br />0 cz �— <br />MO CC C/ <br />ca <br />Q <br />L. � L <br />4) L <br />(n U) N <br />BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St, Suite 209 <br />Safety Harbor, Florida 34695 <br />8132654808 <br />JOB NO: AM PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />FIRST FLOOR PLAN <br />STRUCTURAL <br />1 <br />SIO <br />