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EVERY 3RD COURSE <br />INTERLOCK MASONR` <br />WALL <br />SECTION A -A <br />INTERSEC <br />BLOCK C(Gurnx <br />A <br />rAA <br />WALL INTERSECTION <br />SCALE: 3/4" - 1'-0" <br />INTERSECTING WALL <br />EVERY 3RD COURSE <br />INTERLOCK MASONR` <br />WALL <br />SECTION B-B <br />INTERSECTING F <br />BLOCK COURSE <br />WALL INTERSECTION <br />SCALE: 3/4" = 1'-0" <br />INTERSECTING FULL <br />BLOCK COURSE <br />(FROM OTHER SIDE <br />OF WALL) <br />B <br />B <br />9,-4„ <br />8'-0" <br />EXTERIOR <br />SECURED PER NAILING <br />SCHEDULE <br />2x4 #2 SYP P.T. CONT. W/ 4" <br />TAPCON @ 16" O.C. <br />ROOF/ EXTERIOR WALL <br />SHEATHING SECURED PER <br />NAILING SCHEDULE <br />GABLE END ROOF TRUSS W/ USP <br />RT3A CLIP EACH END <br />2xl2 BM. W/ (4) 12d NAILS EACH <br />END <br />(2) 2x12 #2 SYP BEAM W/ <br />SIMPSON HUC210-2 <br />2x12 #2 SYP P.T. CONT LEDGER <br />EXTERIOR WALL SHEATHING <br />SECURED PER NAILING <br />SCHEDULE <br />2x12 BLOCKING @ 24" O.C. W/ (4) <br />12d TOE NAILS <br />(2) TITEN HD @ END <br />W/ (2) 2' TITEN HD (EQUALLY X-X SECTION (PLAN VIEW) <br />SPACED) ANCHORS 2" FROM END <br />OF BEAM AND THEN STAGGERED <br />24" O.C. W/ MIN 4" EMBEDMENT <br />1 1 SECTION AT ENTRY <br />A 2' TITEN HD W/ MIN. 5" <br />EMBEDMENT SEE SECTION A -A <br />II FOR MORE INFO. <br />B1 G TRUSS USE: <br />• SIMPSON HGU3.63-SDS W/ <br />(60) 1/4"x2 1/2" SDS <br />62G TRUSS USE: <br />• SIMPSON HGUS210 W/ <br />(62) 16d NAILS <br />SECTION VIEW <br />2 PLY 1 3/4" x 16" LVL (1ST PLY <br />WOLMANIZED) LEDGER <br />20'-0" <br />DOUBLE KNOCK OUT COURSE <br />ABOVE T/WALL MUST EXTENDED <br />16" PAST LEDGER <br />MASONRY PARTY WALL, SEE <br />PLAN FOR FILLED CELLS INFO <br />SCALE: 3/4" = 1'-0" <br />(9) 1" TITEN HD <br />(6)TITEN HD <br />B1G TRUSS USE: <br />• SIMPSON HGU3.63-SDS x 11" W/ <br />(60) 1 /4"x2 1 /2" SDS <br />B2G TRUSS USE: <br />• SIMPSON HGUS210 W/ <br />(62) 16d NAILS <br />2 TRUSS CONNECTION <br />D2 <br />SCALE: 3/4" = V-0" <br />MASONRY WALL <br />SEE FLOOR PLAN <br />FOR MORE INFO - <br />STRUCTURAL <br />SHEATHING ATTACHED <br />PER NAILING <br />LJ SCHEDULE TB13/D- <br />ROOF SLOPE <br />PLYWOOD <br />ROOFING <br />MIN. 2X4 #2 SPF P.T. <br />i CONT. W/ (2)1/4 <br />TITENS SCREWS <br />AT 16" O.C. <br />TRUSS OR ROOF SYSTEM <br />1-1)05 SHEAR TRANSFER EXT. WALL <br />D2 SCALE: 3/4" = 1'-0" <br />A -A ELEVATION VIEW <br />DOUBLE KNOCK OUT COURSE <br />ABOVE T/WALL MUST EXTENDED <br />16" PAST LEDGER <br />2 PLY 1 3/4" x 16" LVL (1 ST PLY <br />WOLMANIZED) LEDGER <br />20'-0" <br />`v <br />(4) Z" TITEN HD <br />erg <br />N <br />O <br />N <br />to <br />C <br />� <br />a � <br />w <br />� <br />o s <br />l0 p y <br />4t d-�•,, w <br />�= C <br />24 3 :? <br />3•°7�d <br />L ys C O <br />y �.L h <br />N c G <br />C E <br />C o <br />2 9 <br />I. <br />0 <br />11111111rrritJJflr/ <br />`'ov' <br />/y. • <br />vv VV <br />�. <br />�0. <br />ijF <br />o •.•FLOC <br />•��`: <br />S I O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />An Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />o N <br />N <br />� � <br />0 <br />0 <br />10 G aPl rnO�D <br />LL <br />a <br />M J <br />U- LL wa <br />00 <br />Z <br />-gam a 4 <br />W <br />WLL <br />reN m <br />°' <br />i <br />N <br />U U <br />W <br />❑❑ <br />Z N co <br />z <br />z <br />Q' <br />N <br />z ,B <br />+� <br />•U <br />LU <br />c <br />Ow <br />V) <br />c d <br />� <br />ON <br />U � <br />� �$ <br />_ <br />U <br />• <br />00 Jp[ <br />Q N W <br />ZZZW <br />J <br />" E <br />8 <br />g <br />E <br />�o <br />*2 <br />� <br />Le ro <br />z� <br />c <br />g, <br />=LL <br />�w <br />U <br />3� <br />aLL <br />�k <br />8 <br />1-t <br />2N <br />La <br />CL <br />0 <br />O <br />r� <br />o00 <br />v <br />C <br />= Td <br />CV <br />C <br />(nin <br />O <br />c� <br />a <br />Q <br />�}'•+ <br />is;_ <br />04 <br />F— <br />0-) <br />C <br />O <br />Q O <br />N <br />Lo <br />d <br />N <br />.. <br />E <br />z <br />L <br />O <br />r <br />N <br />z <br />a <br />C.. <br />Q � <br />'C Q1 <br />¢ o <br />C <br />JOB <br />NO: 22-12484-12481 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />