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"-A" <br /> <br />~ / 2'-10~0 V <br />'6'4- X7' ~ ~ <br />A~! <br />:. ~ =" '- ~~,~~~~E <br /> <br />~ "t <br />- I <br />Ol OFFICE #3 "t <br />V AUL TED CLC,. <br /> <br />fC\ ) OFFICE #2 <br />\V ~ VAULTED CLG. <br /> <br />TRUSS <br /> <br />DRYWALL- <br /> <br />~ <br />~ <br />~ <br />[fJ <br />@ <br />(S:IJ <br /> <br />~ ~ ~ ~ <br />(!V (!V (!V C!V <br /> <br />@ <br />~ [J:J <br />W W @ l!W) <br />~ rw @ 0V <br /> <br />- <br />N <br />I <br /> <br />"t <br /> <br />II <br /> <br />; <br />I <br /> <br />~ <br /> <br />~ <br />I <br /> <br />. <br />>- <br />:0 <br /> <br />IX> <br /> <br />~ <br />@"5 <br />I? <br />~ <br />[!!] <br /> <br />(Q <br />I <br />~ <br />~~ <br /> <br />:'\l <br />:It <br />::8 <br />:'\l <br />:0 <br />9 <br /> <br />IX> @ <br />IX> [!!] [!!] IX> <br />cQ~ @"5 ~ <br />~ ~ [!!] ~ <br />l3 @"5 ~ @S <br />~ ~ @ @ <br />~ ~ @ @, <br /> <br />BR.4 <br /> <br />"" <br /> <br />- <br />N <br />, <br /> <br />dJ <br />~ <br />IF> <br />@ <br />IF> <br /> <br />. <br /> <br />'''''-6"xll'-6'' <br />6'_~" FLAT CLG. <br /> <br />.- <br />n <br /> <br />(() <br /> <br /> <br />~,~~ <br />-<~ <br />-.Y, ....;~ ~.T II <br />"''..:;l~,~ <br />"'~ ' ~ <br /> <br />./1 Roa: TRU55E5 <br />A6V. . 24" o.c. v <br /> <br />.- <br />.- <br /> <br />AIC 6~ELF DETAIL <br /> <br />-' <br /> <br />/ <br /> <br />~ <br />::-.I <br /> <br />Co) <br />(I) <br />::1 <br /> <br />c <br />o <br />2 <br /> <br />\N <br />11) <br />1 <br /> <br />l:: <br />l'-AI <br /> <br />'1' <br />1 <br /> <br />- <br />N <br /> <br />- <br />N <br /> <br />l'-0~1I <br /> <br />L2'-S~" <br /> <br />3:; 51-1 <br />l-lD. AT 6'.8" <br /> <br />o,'-l~" <br /> <br />t::Ia <br />~ <br />~ <br />X <br />g <br />~ <br />~ <br />, <br />::> <br />~ <br />I <br />3 <br />- <br />.u <br />~ <br />.... <br />.... <br />::> <br /> <br />5EE EL~~ATION5 <br />FOR TY AND 5TYLE <br />Cf= COL N5 AT ENTR'Y . <br />IF CO!'- CRETE: <br />4 lIS Vi RTlCAL <br />~ <br />~ <br />~ <br />-'- <br /> <br />DA TIE ; <br />8/1111/97 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[BUILIL VANCE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD: <br />DANSCO <br />ENGINEERiNG, P.A. <br />SHEET DESCRIP1l0N : <br />FLOOR <br />!PLAN <br /> 2 <br /> <br />RECEPTION <br />VAUL TED CLC,. <br /> <br />~ <br /> <br />. <br /> <br />~ <br />\/1 <br /> <br /> <br />c/'\ <br /> <br />FLOOR PL~N <br /> <br />Yf- <br /> <br />. ~ ..1 <br /> <br />1/4. . 1'.0. <br /> <br />:n <br />.u <br />...J <br />< <br />:':J <br />- <br /> <br />" <br />~ . <br /> <br />.'iI <br /> <br />. <br /> <br />. <br />llNDICATE5 5HEAR WALL <br /><D SIMPSON ~D5A AT eASE <br />WI 3-PL Y 2"X COLUMN <br /> <br />3 <br />:n <br />:l <br />;:) <br />- <br /> <br />2'-A" <br /> <br />"-A" <br />11'-10" <br /> <br />2'-2" <br /> <br />'-AI <br /> <br />~ '_!=;I' <br /> <br />~'-10" <br />l~'-AII <br /> <br />~'-l;" <br /> <br />'-A' <br /> <br />Samuel A. Greenberg <br />FL. REG. 34245 <br /> <br />.... <br />:o.~ <br />00 <br />.- <br />- <br /> <br />~ <br /> <br />? '-P>" <br /> <br />~'-?" <br /> <br />A.~'_~" <br /> <br />TO ll-lE BEST OF ll-lE ENGINEER'S KNOWLEDGE AND BELIEF, ll-lE <br />STRUCTURAL PLANS AND SPECIFICA 1l0NS COMPLY 'Mll-l ll-lE <br />STANDARD BUILDING CODE, SECllON 1606 FOR 110 MPH WIND <br />ZONE (1997 EDIllON), <br /> <br />ll-lIS DRA'MNG AND DESIGN IS VALID FOR 12 MONll-lS AFTER ll-lE <br />DATE IT IS SIGNED AND SEALED. <br /> <br />SIGNED AND SEALED FOR mE STRUCTURAL PORllON OF ll-lIS <br />DRA'MNG ONLY. <br /> <br />.... <br />::.0 <br />- <br />~ <br /> <br />z: <br />z <br />.u <br />...J <br />- <br />.... <br />lD <br />- <br />co <br />co <br />e <br />- <br /> <br /> <br />M~~ 0 2 2005 <br /> <br />u <br />::ae <br />