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--- , — ----- --_ , u I " , _ I i 1, I I � 1_ L <br />v+ <br />3 <br />v <br />.s <br />t <br />v <br />Q <br />OLO <br />I <br />co <br />J <br />I <br />N <br />I <br />'st <br />0 <br />tT <br />0 <br />Q <br />L0 <br />O <br />I <br />L0 <br />CD <br />Z. <br />V <br />I <br />r <br />I <br />v <br />c� <br />01 <br />C <br />3 <br />d <br />N <br />v <br />O <br />2 <br />c <br />J <br />N <br />d <br />0 <br />v <br />U <br />0 <br />i <br />a <br />0 <br />0 <br />0 <br />N <br />0 <br />a <br />N <br />O <br />N <br />N <br />N <br />0 <br />i <br />Ci <br />N <br />EVERY 3RD COURSE <br />INTERLOCK MASONR` <br />WALL <br />SECTION A -A <br />A <br />INTERSECTING FULL <br />BLOCK COURSE <br />AA WALL INTERSECTION <br />SCALE: 3/4" = T-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" = V-0" <br />INTERSECTING FULL <br />BLOCK COURSE <br />(FROM OTHER SIDE <br />OF WALL) <br />B <br />B <br />61G 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 />9,-4e <br />8'-0" <br />EXTERIOR WAL" Vr r r I Id <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 />2xl2 #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 SECTION AT ENTRY <br />D2 <br />A 2" TITEN HD W/ MIN. 5" <br />EMBEDMENT SEE SECTION A -A <br />,! I' FOR MORE INFO. <br />2 PLY 1 3/4" x 16" LVL (1 ST PLY <br />WOLMANIZED) LEDGER <br />OIL 20'-0" <br />— DOUBLE KNOCK OUT COURSE <br />ABOVE T/WALL MUST EXTENDED <br />16" PAST LEDGER <br />Dili -lid: .: <br />e <br />SECTION VIEW <br />MASONRY PARTY WALL, SEE <br />PLAN FOR FILLED CELLS INFO <br />(9) 2" TITEN HD <br />�u <br />(6) 2' TITEN HD <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 />B1G TRUSS USE: <br />• SIMPSdN HGU3.63-SDS x 11" W/ <br />(60) 1/4'ix2 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 />STRUCTURAL <br />SHEATHING ATTACHED <br />PER NAILING <br />SCHEDULE TB13/D- <br />VARIES W/ <br />ROOF SLOPE <br />PLYWOOD <br />ROOFING <br />MASONRY WALL MIN. 2X4 #2 SPF P.T. <br />SEE FLOOR PLAN CONT. W/ (2)1/4 <br />FOR MORE INFO — TITENS SCREWS <br />AT 16" O.C. <br />LD05 <br />D2, <br />TRUSS OR ROOF SYSTEM <br />SHEAR TRANSFER EXT. WALL <br />V <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 />J. <br />(4) 2" TITEN HD <br />M <br />N <br />C= <br />N <br />o <br />cma� <br />ti <br />m <br />U- <br />C m V N <br />cLLa. <br />3 <br />s 3 <br />N d St <br />t E <br />� o <br />a � <br />0 <br />�,`�����lltttctttlrtrrrr�� <br />•'"•NSF_ <br />r <br />Y • <br />4 <br />F U <br />••`••.,....0 <br />%its <br />.••. <br />4�? A�, �� <br />SS i\�\\ <br />S <br />'!'1 r11111 I i v,�����`\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and apedfications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residenbal 7th 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 />W <br />F <br />v E <br />O M 8 <br />V <br />N <br />: � c <br />40 <br />�NO� <br />di <br />ik <br />y ch s7' � J <br />LL W <br />V <br />Z <br />0 <br />LL u a <br />J Lu <br />c 11 <br />0 <br />o a <br />+t> 't0 N c0 <br />W <br />(0 T m <br />Z <br />ML <br />LL I <br />00 <br />N N Z Q J <br />Cl) <br />Z <br />OU v <br />W <br />❑❑ <br />Cr R <br />z <br />zoo <br />4V <br />J <br />t/N <br />- N <br />zC1 <br />10 <br />U' <br />(13 <br />w m <br />� a <br />V <br />O <br />s <br />wUl <br />U) <br />A <br />r 8 <br />Q N � <br />O <br />C <br />M <br />zZ <br />w <br />z <br />LL- <br />E <br />E <br />s <br />=o <br />Wz <br />}� <br />0 <br />N V <br />~ m <br />wz <br />o <br />O ¢ <br />oa <br />j 00 <br />U <br />^ <br />YV E <br />Kh <br />a z <br />� � <br />Z <br />z <br />N t0 <br />i <br />a <br />w � <br />w <br />.��.. <br />^ C <br />s <br />oy0z <br />U <br />N O <br />o <br />Z <br />} <br />z�� <br />J <br />a ° <br />�z <br />N <br />a <br />8� <br />O <br />U <br />a <br />0� <br />W <br />�o <br />wLL <br />r�- <br />2� <br />UI0 <br />ttt� <br />t0 <br />is <br />a <br />�N <br />0 <br />12 <br />CL <br />J <br />i <br />LM <br />n <br />�^o <br />c <br />Qo <br />Cl-° <br />co <br />Cc,(n <br />m <br />a <br />O <br />Co <br />a <br />Q <br />V <br />C4 <br />CIO <br />rn o <br />0 <br />t` <br />Li) <br />to Q <br />M <br />O <br />o0 N <br />Ln <br />�• <br />1 (� <br />� <br />T� <br />N <br />E <br />'^ <br />Y + <br />r <br />Z <br />m <br />Z <br />E <br />N <br />c <br />Q. <br />E <br />U 0 <br />Q p <br />JOB <br />NO: 22-12488-12485 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />