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FRECA5T CONCRETE LINTEL <br />CMU WALL ABOVE <br />LINTEL AS REQUIRED <br />TO REACH TIE BEAM, <br />PRECAST LINTEI <br />W/ (1) 45 DIAI` <br />POURED SOLII <br />OPENING BELOW AS <br />PER ARCHITECTURAL <br />DRAWINGS <br />WALL REINFORCEMENT <br />CMU WALL ABOVE <br />LINTEL AS REQUIRED <br />TO REACH TIE BEAMS <br />T" OR 8" KNOCKOUT <br />BLOCK W/ (1) 5 _ <br />DIAM. POURED <br />SOLID <br />POURED SOLID <br />(1) 50 <br />OPENMG BELOW o <br />PER ARCHITECTURo <br />DRAWING <br />N5200 -WER. <br />_m� <br />(1) 05 0 45" 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"X16" 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 />SCHEDULE <br />FLOOR PLAN - STRUCTURAL <br />50ALE: 5/16" = P-O" <br />4" OR 8" KNOCKOUT <br />BLOCK W/ (1) 5 <br />DIAM. POURED <br />SOLID <br />POURED SOLID <br />(0 50— <br />8" PRESTRESSED PRECAST <br />CONCRETE LINTEL WITH <br />BOTTOM ELEVATION AS PER <br />ARCHITECTURA DRAWINGS <br />PG3 <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 DESIGNED AS 5HEARNALLS. <br />KEY NOTES (a) <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 1=0R REQUIRED TRELLIS CONSTRUCTION <br />Op SEE ARCHITECTURAL DRAWINGS FOR REQUIRED DECORATIVE BEAM <br />CONSTRUCTION AROUND LINTELS AND BELOW TRUSSES <br />® PROVIDE A SIMPSON HDQ8 AT EACH CORNER OF FRAME WALL <br />t) 12" SQUARE CMU COLUMN W/ (2) 5 VERTICAL ALL GROUT FILLED <br />© SEE SECTIONS FOR REQUIRED BRACKET CONSTRUCTION <br />TOWER PLAN - STRUCTURAL <br />5GALE: 5/16" = 1'-0" <br />m <br />o <br />4�C39t <br />S <br />� E <br />� <br />� <br />N <br />� <br />z <br />N <br />V <br />W <br />O <br />6 <br />Q <br />N <br />G <br />B s • <br />amma <br />~ <br />R <br />ME IL <br />W <br />7 <br />0 <br />}� <br />PC <br />� <br />y G <br />G <br />0 <br />00 <br />LL <br />W <br />_ I <br />0 EL <br />Er <br />mpp <br />O <br />l! <br />R <br />I ` <br />J <br />U) <br />Z <br />O <br />w <br />Ir <br />C <br />O <br />._ <br />U) <br />W <br />Mid <br />L <br />s <br />W <br />N <br />w <br />w <br />cu <br />L <br />C <br />CZ <br />_o <br />cp Qp LL <br />J <br />N CD <br />N N <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM180320.00 PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />FIRST FLOOR PLAN <br />STRUCTURAL <br />S2mO <br />