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O <br />0 <br />0 <br />J <br />r <br />N <br />0 <br />00 <br />O <br />d <br />N <br />O <br />N <br />0 <br />Ln <br />m <br />B 1 G TRUSS USE: <br />• SIMPSON HGU3.63-SDS W/ <br />(60) 1 /4"x2 1 /2" S DS <br />B2G TRUSS USE: <br />• SIMPSON HGUS210 W/ <br />(62) 16d NAILS <br />9'-4" <br />8'-0" <br />EXTERIORWALE —1 lL( l I ll1— <br />SECURED PER NAILING <br />SCHEDULE <br />1 <br />D2 <br />A 2" TITEN HD W/ MIN. 5" <br />EMBEDMENT SEE SECTION A -A <br />FOR MORE INFO. <br />r� <br />2 PLY 1 3/4" x 16" LVL (1ST PLY <br />WOLMANIZED) LEDGER <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 />2x12 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 />W/ (2) 2' TITEN HD (EQUALLY <br />SPACED) ANCHORS 2" FROM END <br />OF BEAM AND THEN STAGGERED <br />24" O.C. W/ MIN 4" EMBEDMENT <br />SECTION AT ENTRY <br />(9) 2" TITEN HD <br />II - All All All <br />I I II 20'-0n <br />DOUBLE KNOCK OUT COURSE <br />A- t7 ABOVE T/WALL MUST EXTENDED <br />16" PAST LEDGER <br />® ❑ <br />a 18'-8" <br />A MASONRY PARTY WALL, SEE (6) Z" TITEN HD <br />/ PLAN FOR FILLED CELLS INFO <br />A <br />SECTION VIEW <br />2 <br />D2 <br />B1G TRUSS USE: <br />• SIMPSON HGU3.63-SDS W/ <br />(60) 1/4"x2 1/2" SDS <br />B2G TRUSS USE: <br />• SIMPSON HGUS210 W/ — <br />(62) 16d NAILS <br />TRUSS CONNECTION <br />SCALE: 3/4" = V-0" <br />EXTERIOR WALL SHEATHING <br />SECURED PER NAILING <br />SCHEDULE <br />2x12 BLOCKING @ 24" O.C. W/ (4) <br />12d TOE NAILS <br />2x LEDGER <br />(2) TITEN HD @ END <br />X-X SECTION (PLAN VIEW) <br />SCALE: 3/4" = V-0" <br />MASONRY WALL <br />SEE FLOOR PLAN <br />FOR MORE INFO - <br />LDO <br />D2 <br />STRUCTURAL <br />SHEATHING ATTACHED <br />PER NAILING <br />SCHEDULE TB13/D- <br />jdk <br />VARIES W/ <br />ROOF SLOPE <br />E7—Flo <br />PLYWOOD <br />ROOFING <br />MIN. 2X4 #2 SPF P.T. <br />CONT. W/ (2) 1/4 <br />TITENS SCREWS <br />AT 16" O.C. <br />TRUSS OR ROOF SYSTEM <br />SHEAR TRANSFER EXT. WALL <br />SCALE: 3/4" = V-0" <br />DOUBLE KNOCK OUT COURSE <br />ABOVE T/WALL MUST EXTENDED <br />16" PAST LEDGER <br />m s m 2 PLY 1 3/4" x 16" LVL (1 ST PLY <br />5a' 4" 4" 5s" WOLMANIZED) LEDGER <br />4" 4" 4" <br />20'-0" <br />"v <br />oao ®® <br />- (4) Z" TITEN HD <br />7 8 <br />A -A ELEVATION VIEW <br />n�o <br />CM <br />ce <br />am <br />N o <br />!— co o <br />C W <br />C eo:`i N <br />— m <br />N <O 4W <br />Cv <br />ca w Zj a <br />7 y 61 <br />9d'•� T <br />c E <br />ea <br />p <br />w <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />U) <br />W �E <br />0 <br />a0 co 8 <br />6 C �0 $ <br />C <br />��� <br />N tnr�� <br />N rNi <br />0 N � J <br />Q J LL W <br />- LL a <br />_ w <br />c," n <br />13 <br />Z � 0 <br />L N 0 <br />_ <br />O <br />W° ] �N Y, <br />W <br />(n�4jO' m W <br />Z N Z Q J <br />Lr) <br />LLW <br />N <br />O U 0 <br />Z <br />00 <br />CD M � <br />z N M <br />� O <br />< N <br />zoo <br />J <br />N <br />c� <br />U) <br />Nn, llzrn� �O <br />W1 ' V O <br />L <br />T Cn <br />W � <br />0 <br />N c <br />l1) <br />V <br />U <br />... <br />— a <br />0 <br />U o N <br />!! <br />IIi c U)Qlz,° <br />o <br />� Q <br />co <br />C <br />W <br />W <br />M <br />03 <br />Z <br />Z <br />a <br />J <br />aE <br />Q p <br />y <br />o�Z< <br />z® <br />00 <br />— <br />0< <br />o< <br />S 00 <br />N t <br />oz <br />Woo <br />< <br />d z <br />L <br />(� CY <br />z <br />m 0 <br />o <br />O, <br />Z <br />U <br />� m <br />Q W <br />to J <br />N 3 <br />a 8 <br />z z <br />g° <br />SON CL <br />0 <br />az <br />nw <br />v <br />WLL <br />Qo <br />oz <br />Ik <br />�3 <br />o <br /><< <br />�o <br />CDnj <br />v <br />zl< <br />a= <br />° 3 <br />.0 r <br />>M <br />0 <br />p <br />r- <br />L J <br />O <br />00 <br />coHO `v <br />O <br />T <br />OLL <br />Q <br />^� <br />c5 <br />" <br />O <br />_o <br />� � <br />N <br />~ <br />O T- N <br />LO <br />C:)o <br />c <br />o <br />r�' N <br />0 <br />M <br />�-- p Lo <br />LO <br />C) <br />r <br />N <br />E <br />T r-- 00 <br />C <br />O <br />Z <br />Z <br />N <br />E <br />(6 <br />0 J Q 0 <br />C <br />C <br />J <br />JOB <br />NO: 22-09474-09471 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />