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<br />FOR 2"xlO" OR GREA TtR HE:AC(R
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<br />'-DOUBLE HEADER WI 1/2"
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<br />HILTI KIJIK SOL T II ANCHOR
<br />'IJ I 6' EMBE DKENT U.N.O.
<br />
<br />~'.'T' OOT. PLATE '
<br />....<
<br />'4
<br />
<br />~5A05R DetAIL
<br />
<br />· UP.L1FT CONNECTIONS REQUIRED AT
<br />LOAD BEARiNG WALLS
<br />
<br />.
<br />
<br />. TO THE ~E$T OF' ThE ENGI~EER.S KNO'M..EOCE AND BWEF. THE
<br />STRUCTURAL PLANS AND SPEC;F:CA TIONS CCVPL Y Vv1 TH THE
<br />STANDARD 8UILDING CODE. SECTION 1205 F'OR 100 mph W.iJD
<br />ZONE (1911 EDITION), '
<br />
<br />. THIS ORA'MNG AND DESIGN IS VAllO F'OR 12 MONn~5 AFTER THE
<br />DA TE IT IS SIGNED AND SEALED.
<br />
<br />· SIGNED AND SEALED fOR THE STRUCTURAL PORT'VN OF'
<br />THIS ORA\\1NG ONLY, '
<br />
<br />D" " r DANSCO
<br />~. . f ~ ENGINEERIN~, P A.
<br />F.o, eox ~~t6 .. AFOlLO 6EACH .. R..OR/DA .. ~~12
<br />~ .. (613) 6-0 <<>166 PAX .. (813) 6M) 64~
<br />
<br />'"
<br />
<br />SU^'~~II~~JlJLL l~tJJ~P..EJtS
<br />
<br />lr
<br />
<br />NOTED
<br />V13ffl
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<br />.' ,
<br />'. .
<br />
<br />PRA1.lN . eKA
<br />fiLE ~ 1205STD2
<br />
<br />..
<br />
<br />.I~tANJ)i
<br />, ,,-;
<br />
<br />SECTrON5, DETAIL5, NOTE5
<br />
<br />
<br />"I'.
<br />
<br />?S077~f'
<br />
<br />; 82 ~
<br />
|