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91-4" <br />8'-0" <br />EXTERIOR WAL� .,..", , ....... <br />SECURED PER NAILING <br />SCHEDULE <br />A <br />A <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 />SECTION VIEW <br />2 <br />D2 <br />L <br />z" TITEN HD W/ MIN. 5" <br />EMBEDMENT SEE SECTION A -A <br />FOR MORE INFO. <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 />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) "TITEN HD <br />❑• <br />(6) 2' TITEN HD <br />4" <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" = 1'-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" = 1'-0" <br />STRUCTURAL <br />SHEATHING ATTACHED <br />PER NAILING <br />SCHEDULE TB13/D- <br />�—-------- - �- <br />v • • •PE <br />t ROOFINGPLYWOOD <br />MASONRY• ' <br />SEE <br />••' CCONT. <br />•' •' • <br />0A I <br />O.C. <br />\—TRUSS OR ROOF SYSTEM <br />D05 SHEAR TRANSFER EXT. WALL <br />D2 J <br />SCALE: 3/4" = 1'-0" <br />04 <br />4" 1.4" . 51" 1 I m <br />!1 11'v'1E <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 />(4) 2' TITEN HD <br />'a <br />- ~ M <br />m <br />X <br />CL <br />-117 <br />tN -C <br />co �D cti <br />N <br />U <br />U <br />cr, w a- -0 <br />E <br />c <br />a O N 00 <br />< :3 C U w <br />O <br />tit • � `,., 1 ••FV <br />IS 25 <br />`a W <br />'b'if 7: ci`•1..• <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 />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />a <br />E <br />Lo d a6 02 <br />iii � <br />LL W <br />rCpJLL <br />M J LL_ W a <br />_ v <br />o <br />� � N u7 O <br />W <br />82Or�jO' m w <br />IL Z N N Z d J <br />Z OU U Cn <br />W DD <br />O <br />z <br />z <br />z <br />C1 <br />axi6 <br />w <br />11)O <br />LL' <br />N C m <br />U d <br />U <br />LLr J <br />� Ep <br />8 <br />z <br />U <br />C 0 <br />• <br />O <br />M <br />M <br />i <br />W <br />� <br />wa <br />0 <br />a� <br />Z• <br />Q <br />E: U <br />Co(O <br />C <br />� <br />xU <br />°wa <br />so <br />V <br />zO <br />o <br />i< <br />�$ <br />iz <br />w� <br />N @ <br />L <br />g <br />QO <br />mi <br />ram+ <br />C <br />�UOY <br />ZLL <br />z <br />�z <br />� <br />g <br />o <br />W <br />� <br />0 <br />� <br />NLL <br />_ <br />GIs <br />V <br />z�la <br />a <br />3 <br />0 <br />•� <br />MT <br />a <br />r— <br />C)Q <br />T <br />07 " <br />O <br />� <br />0 <br />O <br />CQ <br />m <br />Q <br />+�•+ <br />CN <br />LO <br />y-' <br />o <br />O <br />� N <br />M <br />LO <br />' In <br />CD <br />o <br />? <br />Z <br />E <br />EL <br />E <br />U -1 Q 0 <br />_ <br />3 <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />