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—— - i - -- - --I. I L -1 1 --- — I 11 �— 1 1 11 1 1. L <br />EVERY 3RD COURSE <br />INTERLOCK MASONR` <br />WALL <br />SECTION A -A <br />A <br />INTERSECTING FULL <br />BLOCK COURSE <br />WALL INTERSECTION <br />SCALE: 3l4" = 1'-0" <br />INTERSECTING WALL <br />EVERY 3RD COURSE <br />INTERLOCK MASONR` <br />WALL <br />INTERSECTING FULL <br />BLOCK COURSE J <br />WALL INTERSECTION <br />SCALE: 3l4" = 1'-0" <br />INTERSECTING FULL <br />BLOCK COURSE <br />(FROM OTHER SIDE <br />OF WALL) <br />9'-4" <br />8'-0" <br />4-1 <br />B1G TRUSS USE: <br />• SIMPSON HGU3.63-SDS W/ <br />(60) 1/4"x2 1/2" SDS <br />132G TRUSS USE: <br />• SIMPSON HGUS210 W/ <br />(62) 16d NAILS <br />EXTERIOR WAL" I I 1ply� <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 />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 />1 1 SECTION AT ENTRY <br />D2 <br />A 2" TITEN HD W/ MIN. 5" <br />EMBEDMENT SEE SECTION A -A (9) 2' TITEN HD <br />II I FOR MORE INFO. <br />2 PLY 1 3/4" x 16" LVL (1 ST PLY <br />WOLMANIZED) LEDGER <br />jlk 20'-0" <br />DOUBLE KNOCK OUT COURSE <br />ABOVE T/WALL MUST EXTENDED <br />16" PAST LEDGER <br />a 18'-8" <br />A, <br />MASONRY PARTY WALL, SEE (6) z" TITEN HD <br />PLAN FOR FILLED CELLS INFO <br />SECTION VIEW <br />0 <br />79 R <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 />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 />TRUSS CONNECTION <br />SCALE: 3/4" - 1'-0" <br />MASONRY WALL <br />SEE FLOOR PLAN <br />FOR MORE INFO <br />I -I <br />LD05 <br />D2 <br />4" 1.4" <br />STRUCTURAL <br />SHEATHING ATTACHED <br />PER NAILING <br />SCHEDULE TB13/D- <br />'�v ROOF SLOPE <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 />0 <br />N <br />m <br />A -A ELEVATION VIEW <br />SCALE: 3/4" = V-0" <br />DOUBLE KNOCK OUT COURSE <br />ABOVE T/WALL MUST EXTENDED <br />16" PAST LEDGER <br />2 PLY 1 3/4" x 16" LVL (1ST PLY <br />WOLMANIZED) LEDGER <br />20'-0" <br />IT <br />OIL 18'-8" <br />(4) 2' TITEN HD <br />N <br />C <br />. N <br />40 <br />A <br />2 <br />Q <br />O <br />0 <br />Cs <br />U Ct n O <br />G �p C-J C 7 <br />� N <br />� <br />N C LA- <br />C" C= <br />H a hl t <br />C w N t0 <br />.r <br />61' C <br />O L <br />ti <br />u �v <br />= E <br />� <br />U <br />`���., <br />is <br />OFFv. <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 <br />Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />F <br />E <br />0Co <br />N <br />N 6 Ol <br />y CO rn <br />� CN <br />ik u <br />LL <br />13 <br />J d <br />Lu <br />o_ 32 <br />_ <br />c <br />0 32 <br />0 <br />W <br />� 10Nio <br />rn co <br />LLz <br />. co <br />0 <br />MQa0 <br />0 <br />N <br />OU <br />L) <br />0 v <br />Z � M <br />z <br />z <br />Q� <br />WE3n <br />ran <br />7 <br />�-J <br />_ <br />(� <br />w � <br />U ro <br />U <br />0 <br />IN <br />uj <br />c <br />f6 <br />�- <br />wr <br />U e <br />w <br />�- E <br />I <br />U as <br />yy <br />• <br />Q <br />O <br />CID <br />M <br />gg <br />z <br />z <br />J <br />o5 <br />q} <br />O L E <br />o <br />zo <br />>ro <br />�® <br />na <br />� U <br />as <br />g¢ <br />z <br />O <br />N <br />d p <br />°d <br />¢ z <br />4% L <br />6 O <br />d <br />c <br />Z <br />0` <br />0 <br />az <br /><w <br />z <br />v <br />J <br />�� <br />�z <br />o <br />u <br />O <br />Wj <br />�(VC <br />> co <br />ai <br />00 <br />co <br />CD <br />ono <br />:3 -r- <br />c <br />a° <br />o <br />� <br />c <br />U) <br />O <br />co <br />C0 <br />a <br />< <br />~ <br />o <br />O <br />-� <br />LO <br />OQ <br />r N <br />M <br />O <br />(V <br />U-5 <br />O <br />CD T <br />a <br />T <br />E <br />r <br />o <br />Z <br />co <br />Z <br />E O <br />r° <br />E <br />cu <br />a.0 <br />Q I] <br />JOB <br />NO: 22-12492-12489 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />