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I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />0 <br />cl <br />THE REMAINDER OF THE EXISTING BUILDING AND ROOF STRUCTURE TO REMAIN <br />----- <br />I I <br />•0 ' <br />o cV <br />USE 1/2'56" TITEN ANCHORS w / <br />ISIMPSON "HOUS48" (FLAW 1466.10)I <br />OR EQUAL <br />TO ATTACH 2-24 ROOF BEAMS <br />ITO EXISTING BLOCK WALL <br />I I <br />------------- <br />3746 3148 3068 3148 3148 <br />----------------- <br />10'-2" <br />(EXISTING CONCRETE LANDING�I <br />PLATFORM AND CONCRETE <br />(STEPS BOTH WITH EXI5TIN6 <br />(RAILING TO REMAIN <br />CONSTRUCT A PERIMETER <br />OF DOUBLE 2x8 ROOF BEAMS <br />TO SIT ON TOP OF NEW 4X4 P.T. <br />WRAPPED BEARING POST — _ i <br />VAN <br />USE SIMPSON "EGCLR" <br />(FLA#-13g04.1) <br />OR EQUAL <br />TO GAP 2-24 <br />LUMBER BEAM <br />CORNERS ON <br />jTOP OF 4x4 P.T. POST <br />(TYP.) <br />i <br />i <br />PLAN VIEW OF BEAM AND P05T DESIGN <br />SCALE 1/2" = 1'-0" <br />S. WOOD CONSTRUCTION NOTES <br />5.1 WOOD STRUCTURAL FRAMING MEMBERS: #2 SOUTHERN YELLOW PINE <br />(UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS (Fb) PER <br />ND5- q1 = 1250 PSI AND A MODULUS OF ELASTICITY =1,600,000 PSI, <br />5.2 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE <br />PRESSURE TREATED. <br />5.3 ROOF SHEATHING: 15/32" G-D GRADE PLYWOOD (OR 5/5" 055) UNDER 30# FELT <br />UNDER 240# FIBERGLASS SHINGLES. <br />5.4 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT <br />PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP <br />PLATES. <br />w <br />w� <br />V <br />Cz <br />A <br />o <br />z <br />LU <br />W- <br />W- <br />Lu <br />VI <br />LL <br />w <br />2 <br />AUJ <br />z <br />0 <br />Lu <br />m <br />1— (� <br />a <br />IN <br />�Z <br />a <br />Z� <br />wog <br /><ED <br />w <br />i <br />' <br />lu <br />tu <br />W(in <br />U.I <br />�} <br />v <br />A <br />W <br />WE <br />w alc <br />}ULu <br />z� <br /><0 <br />z <br />WE <br />cn <br />4 cn <br />� J <br />wN <br />t <br />z <br />o= <br />cn <br />z� <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />AND SUPERVISED THE ATTACHED DESIGN <br />AND FOUND IT TO BE IN COMPLIANCE WITH <br />CHAPTER 3, SECTION R301.2.1 OF THE <br />2011 F.B.G. RESIDENTIAL b H EDITION <br />"WWl <br />a� I <br />toA0 - <br />RIGHARD G.MARGEAU, P.E.(#64466) <br />SONEY FM LLC, GA # q146 <br />GORY LAKE PROFESSIONAL CENTER <br />1032q GROSS CREEK BLVD., SUITE P�� <br />TAMPA, FL 33" 1 Ph: 813-2q3-1868 <br />