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3 <br />I <br />-a- <br />v <br />Q <br />0 <br />I` <br />_o <br />I <br />0 <br />0 <br />J <br />00 <br />N <br />I <br />N <br />04 <br />N <br />1 <br />0' <br />cn <br />r` <br />O <br />I <br />coo <br />O <br />J <br />I <br />N <br />d <br />N <br />I <br />N <br />/ <br />v <br />cn� <br />c <br />C, <br />3 <br />Q <br />CV <br />O <br />/ <br />O <br />a <br />0 <br />Q) <br />E <br />0 <br />v <br />i <br />LZ <br />0 <br />v <br />y <br />U <br />O <br />d <br />0 <br />0 <br />O <br />LZ <br />N <br />C) <br />\ <br />N <br />r <br />CJ <br />0 <br />a <br />CV <br />cV <br />O <br />N <br />N_ <br />S <br />a <br />m <br />0 <br />Cn <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM <br />SYMMETRICAL ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) <br />T-0" T-0" 2'-8" „ „ 2'-0" „ 16'-0" 16'-0" " Z-0' „ „ 2'-8" T-0" 3 -0„ <br />,or-- ----- - <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) <br />1I�11D - LMI <br />9 I - C�D2) <br />(A <br />z 8„ D2 = D2 <br />0 00 8" --- 00 8 _ _ 00 8 o <br />5'-6" 5-0" 6'-11-4" 1-4" 6'-10" 5'-0" 5'-6" v in <br />00 <br />® _ - ■ ® ® - IM - ■ ■ E E ® ■ <br />00 00 <br />4„ 1 - 4,P <br />2,_4„ it 4,_0„ � _ AA GBB _4,_0" 2,�„ <br />(D2 v <br />v v <br />N N <br />I 1 I <br />0 4 0 <br />10 LO <br />4 I I 1 c <br />F- <br />o I o I o <br />® in in in <br />R <br />■ Q I _0 I Q I ■ <br />l!i -- I� --- • t <br />■ 4 I 9 I ,� I ■ <br />00 OP <br />ih iri <br />■ E E lot <br />e 00 00 <br />--- 9OCS <br />I = <br />O O <br />O O <br />- T <br />GO CO <br />= T <br />v= 1' z" 4'- " 0„ O 0„ 4.0" 1'-2" _ v <br />C? �` - 4 <br />('V <br />-■CCN■ EI ® ®•E M11 ® E 41 - <br />o o <br />' � <br />4 1 <br />v BF� <br />(`D2� Nil� <br />® _ -- EN. <br />I I I <br />■ E E ■ 4 0 0 4 ■ E ® ■ <br />l!') C:) <br />lf) LL-i <br />1'-8" T-0" _ '-8 - i -8' 3-0"1' 8" <br />M -- -_ . _ [In Cl) <br />• <br />Alc— t t <br />AA <br />00 1 D2 1 00 1 AA <br />� � o0 <br />D2 `') <br />Co <br />_ <br />r I =OCN• ■ <br />IM <br />N �{n <br />N <br />E E E 41t' E ■ ®® E E ■ ■ E 13 F ■ E ® E E E <br />o - SYM TRICAL o <br />T <br />I <br />2 -o„ „ 8,_8„ „ ,_0„ - - - - - „ ,1 i 0„ „ 8, 8„ 2,_0„ <br />(1787) (1666) (1666) (1787) <br />1 ST FLOOR DOWEL LAYOUT PLAN <br />SCALE: 1 /4" = 1'-0" <br />CV <br />O <br />N <br />L <br />C� <br />o <br />-! W <br />Z <br />C L o <br />Q <br />V GCS O <br />= f0 C i N <br />-� <br />_ v m x <br />1n .n N t <br />Q N Y <br />4% w <br />o <br />N � c <br />a E t c <br />3 co <br />is ti W m o . c� <br />c o <br />? a •fO }` <br />= E <br />o <br />o. <br />0 <br />0 W N <br />'''• <br />�'Rr�F � SS�U•a <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Flodde Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />E <br />N O u� <br />0 <br />W <br />qrk <br />0 J <br />Q <br />N <br />C J LL W <br />LL <br />Z <br />J LL a <br />0"a 32 <br />c cc <br />W <br />:F - <br />W <br />Z <br />LL <br />M Lu <br />J <br />M 0 a <br />.,q <br />0 <br />O U Ud cg <br />Z <br />W <br />U to <br />❑ ❑ <br />Z � M <br />o g <br />mom <br />r <br />V) <br />M <br />Z <br />(D <br />CZ <br />(D <br />as:�V <br />4ilt�— <br />•i�.7.-'�J <br />cn <br />w <br />1 <br />O <br />tri g <br />N <br />Ly N <br />Lv <br />S <br />Q <br />sm <br />ti <br />o <br />cMi <br />J <br />� � <br />z <br />Z <br />U- <br />0 <br />zo <br />�o <br />>p <br /><az <br />E U <br />Z <br />❑ a <br />m Oo <br />a� <br />uo <br />�U <br />�� <br />zo <br />� <br />f- <br />a- <br />�y <br />�g <br />�o <br />M <br />a <br />Oy`J <br />NO <br />O¢ <br />Zr <br />> Z <br />z <br />J <br />a ° <br />z <br />to <br />W� <br />O <br />� F <br />2N <br />>M <br />~' <br />� <br />n. <br />F—_ <br />Y <br />OHO <br />T <br />C <br />T <br />' <br />00. <br />O'^ <br />Co <br />Y <br />(n m <br />n <br />W <br />O <br />a <br />Q <br />T <br />— <br />v <br />CV <br />~ <br />N <br />o <br />O <br />O <br />N <br />O <br />� <br />.Q <br />C) <br />a <br />L6 <br />r <br />Z <br />Z <br />E <br />i)i <br />c <br />a <br />E <br />U J <br />Q pre <br />J <br />JOB <br />NO: 22-12492-12489 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3 <br />