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<br />LATEST DA~ : IN PROCESS I DESCRIPTION ; <br /> REVISION DATE: i <br /> , <br />09/24/03 I <br /> I <br />, <br /> ~ <br /> i <br /> . <br /> <br /> <br />!'i:loc.E VENTe <br /> <br />RiP6E YENi& <br />)-- <br /> <br />"-eH~ <br />~~ <br /> <br />~lW <br />(\)1 ~ <br /> <br />k~= <br /> <br />12 <br />~ <br /> <br />~ <br />J,,__~~. _. <br />'t~:~~~~~. <br /> <br />,I <br /> <br /> <br /> <br />l <br />}-. I <br />F- -'<f <br />, - <br />(\) <br /> <br />0JTRi00ER <br />(eel'! DETAIL) <br />$l-llNal.E <br />~7 <br /> <br />OJ '~~..J!ig <br />~ 'c:~. .1<:1,;;;:""""" .c-'--- <br />r~._ t:1nA!1.) <br /> <br />EGf':E~ ./ <br />WiNDOW L e.TiJCt"'--O <br />FOR OPT. FINleH <br />~y-- * ;;;: <br /> <br /> <br />~"JCCO <br />F1N/ <br /> <br />~rucco <br />FN/ <br /> <br />~ <br />, <br /> <br />~INGLE <br />~Z <br />- . '" " ~.' <br />~ .~,."-Yo...., <br />i' <br /> <br />(\) <br /> <br />~~ FLOOR F.G. <br /> <br />F.G. <br /> <br /> <br /> <br />LT'~ <br />7 <br /> <br />~'<t <br />tI) <br /> <br />a~ <br /> <br />c <br /> <br /> <br />e]~j <br />tJ <br /> <br />~TIYS <br />1"7 <br /> <br />-~ <br /> <br />~ECORATI~ <br /> <br />7 <br /> <br />B <br /> <br />to <br /> <br /> <br />'= <br /> <br />ITH B <br /> <br />I <br /> <br />CMJ.l. <br />PIER <br />LANAI <br /> <br />LCCRATIYE <br />1"7 <br />_ FINI~ FL09R <br /> <br />Cl"l.U. <br />PIER <br /> <br />~ <br />I <br /> <br />& <br />I <br />(() <br /> <br />~ ~.k_ <br /> <br /> <br />F~ FLOOR <br /> <br />-4- <br /> <br />2'-0' <br />6ANDfNCi. <br />RE'TUFi:N AT <br />5101:& <br /> <br />GI<AOE LINE <br /> <br />JLJEFf IEJLJEY A TION <br /> <br />~!.INE <br /> <br />mom JEILlEY A 1rliON <br /> <br />IDEM EJLJEV A TION <br /> <br />&CALE, 1113' = \'-€)' <br /> <br />SCALE, lIl3' = 1'-~' <br /> <br />6CAI...E, lie' II 1'-€)' <br /> <br /> <br /> <br /> <br />RlD6e VENT <br /> <br />w <br />~ <br />~ <br />OC <br />~ <br />(!)) <br /> <br /> <br />y_.=:::J <br /> <br />10 <br /> <br />~ <br />~,' ~ <br />U~g <br /> <br />12 <br />/ ~6 <br />L~7 I~~~IWGE <br />~ KEY&T~ <br />~ 12 ~ <br />~ ~ <br />"I ~J1, I '-... ./ 1 7 <br /> <br />~X ~ ~OJ~~ /" ~ ~r- <br />EEBI // END eAAC1NCIDETA1L.>~r' II I 1,,1 <br />LSTUCCO i-- ~~ <br />FINISH ~ ~ <br />24~ €~ 'I <br />*! <br /> <br /> <br /> <br /> <br />4' !=RiEZ!: <br />6OA"'D <br /> <br />'Ixl!> FAeCfA <br /> <br />SIMPSON H10 OR EQUAL <br />@ EA. OU1l0OKER <br />IMP~ 143 Cl.IP <br /> <br />* ~Cy EGRE56 <br />ONE 5AQl.l C4= TI-lI& GROUP MU6T BE <br />EQUIPA:D WITI-l ~CY ~&& <br />l-iARDUJARE TO COMPL Y UJITl-i GOVERNING <br />FIRE AND 6UILDm CODES <br /> <br /> <br />SEE STRUCTlJRAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br /> <br />2.x4" OUl1..0OKER @ 24" a.C. <br /> <br />K!rr&T~ <br /> <br />~L~fi'~ IJ1'(2 fttJE1NiO &itll.?S <br /><< (2) 16d TOENAlLED INTO OUTLOOKER <br /> <br />NOTE. <br />eeT 6ACK UJINOOWe ",' <br />INTO WiNPOUJ eEAT Al'2A <br />AT60r~~ <br /> <br />~ <br /> <br />'~- - <br /> <br />~ <br /> <br />V'---1 ~ <br /> <br />&i1JCCO <br />FINI~ <br /> <br />dvf; <br /> <br />2"x4" CROSS BRACE <br />A T RIDGE FASTENED- <br />AT EACH JOINT WI <br />(2) tOdx.3" <br /> <br />"L" BRACE TO EXTEND AT LEAST <br />90% Of WEB LENGll-l (SEE TABLE) <br />2'x4' !<NEE WAl..1.. U,l1 eTUDe.. 24' Ole <br />2'X4' DIAGONAL 6RAC~ . MtD-f-lEfGl4T <br />U,I/ (2) 16d FER CONNeCTION <br />I P1.. YUJOOD OR o.e.a. eHEAT~ING <br />1/2" CDX PLYWOOD OR 7/16" OSB <br />SHEATHING ATTACHED W/1Od NAlLS @ 6" O.C. <br />EDGES AND 12" O.C. FJElD <br /> <br />#~ /;d~: <br /> <br />// ~7 ()J <br />".."" I <br /> <br />'oJ <br />(' <br />o <br />, <br /> <br />INTERIOR <br />VOLUME <br />CElLI <br />L <br />6c7 / ~".. <br />.If ~'-l2"..~~~e <br />'j,../' ".. ROa= '7 .::' <br />/"1 t<li>r6T"'ONE ~ ./ ro I <br /> <br />N <br />:1)()) <br />",01 <br />tf\~ <br />,0'1 <br />qU) <br />o~ <br />it" <br />OE!} <br />.JO::> <br />!LV <br />I I <br />:IX <br />~~ <br />ill <br />a1 <br />o <br />-1.,,- <br />.J .),1 <br />O~ <br />a..~ <br /><tm <br />,"t <br />&>.S> <br />~" <br />'\j'::<} <br />"'~ <br />X, <br />OW <br />lllz <br />.0 <br />~[ <br /> <br />en <br /> <br />IJ' ~' <br /> <br />~ <br />I <br /> <br />w <br />~ <br /> <br />~ <br /> <br />KEyerONf:: <br />DEr AIL <br /> <br />k- <br /> <br />Q~ <br />200 <br /><0 <br />" <br />'" <br />~ <br /> <br />oi <br />l) ~f <br />U)Z <br />zffi <br />q~ <br />Q~ <br />ill <br /> <br />:""":~ ~ "t <br /> <br />I~~~ <br />~ I ~T~ <br />~+88) <br /> <br />2"x4" PANEL BLOCKING ~ 48" D.C. <br />FOR THE FlRST 8'-0" OF END WALL <br />FROM EA. END TY? BOTTOM CORD <br />ATTACHED WI (2) 16-d TOENAILS <br /> <br />KEY8ra-a:! <br /> <br />l!>'6ANO:J.<<::. <br /> <br />o <br />g:= <br />32~ <br />4..1::::' <br />WO <br />~= <br />t:0 <br />g~ <br />~o <br />o~ <br />:s~ <br />g~ <br />~5 <br />Egs <br />i~ <br />;;~ <br />w::J <br />.,0 <br />~ <br />~~ <br />~~ <br />~t; <br />o~ <br />~i.t' <br />t3 '::; <br />-z:...;:; <br />"'''' <br />~l3 <br />t1~ <br />~D <br />Ig <br /> <br />1= <br /> <br />l~ro r Ole THROUGH <br />CHORD INTO t''t.6" P.T. PlJ,1E <br />2'x4' CANT. ~ 24' OIC <br /> <br />;v l~d <br />T. 2'x4' END NAILED WI (2) I~d <br />. EA eitlD <br /> <br />/~ <br />iI~ v <br /> <br />(T'r'FlCAL) <br /> <br />" T.oM. I <br />i' <br />I <br />I <br />I <br /> <br />~t <br />! ~ <- <br /> <br />.~ <br /> <br />6' 6ANDN'3 -~! 'DIJI <br />~ ILUJI <br />~III~ : <br />-~~ <br /> <br />-' <br /> <br />\fJ/ <br />DDDDDDD - <br />DDDDDDD <br />DDDDDDD ~ <br />_! 1 _ II <br />n -T II 1- <br /> <br />tx4"' ON Ta' Of PANS. <br />8loa<'NG. FASIDl' . ) <br />lOdx3" l) 4" ole <br />5/8" OR 1/2" CEILING DENSE <br />GYPSUM WALL BOARD FASTENED <br />'Mll1 8d COOLER NAILS OR 1 1/4" LONG <br />DRYWALL SCREWS COMPL YlNG 'Mll1 AS'TM C1002 <br />FOR FlRST 8'-0" FROM END WAll. <br />@ 4" Ole TYPICAL <br /> <br />1/2"~ ANCHOR BOLT @ 48" O.C. <br />MINIMUM 6" FROM PLATE SPLICES <br />WI 3/16"x2"(6 PLATE WASHER <br /> <br />I <br /> <br />:'..... <br /> <br />::= <br /> <br />~ <br />a) <br />'t <br /> <br />--..;.;. <br /> <br />i~ <br />~ <br />~ ~ <br />I 9 <br />(\) ~ <br />w <br />~ <br /> <br />[~D <br />~~B <br />=~D <br /> <br />MOISWRE BARRIER <br /> <br />- <br /> <br />- <br /> <br />It- <br />;U <br />ill <br /> <br />a <br />"t <br />I <br /> <br />E} <br />I <br />~ <br />I <br />-1- <br /> <br />~ <br />Lf) <br /> <br />Lf) <br /> <br /> <br />.-L <br />'t I <br />I <br /> <br />j <br /> <br />:... <br /> <br />I I <br />r-/ <br /> <br />-' <br /> <br />~ <br /> <br />, <br />\ <br />\ <br /> <br /> <br />1 <br />II ~, <br />II <br /> <br />>>" 4 ~- e' CIA <br />. COl..tM-l& <br />'--CENTER DOOR (n1'>IC.A!..; <br /> <br />/ <br /> <br />~/I I <br />\,VTYP. $-=-i'~ <br /> <br />I-- <br /> <br />~1.1Nl: \ <br /> <br />",' eANDINc. j <br />(n1'>!CAU <br /> <br />CANTILEVERED GABLE END BRACING DET AIL~ <br />4F <br /> <br />IN 0FEN1Na. <br /> <br />JEILlEV ATION VJFq <br /> <br />"\ <br /> <br />mom EILIEV ATION <br /> <br />~ <br />~ ~ ~ <br />@ ~ ~ <br />o <br />[? <br />~ <br />c!J <br />2) <br />@ <br />d <br />~ <br />@ <br />~ <br />l!!1 <br />g <br />~ <br /> <br />2-PI.. Y 2x 6EAM WI <br />v,' Pl. 'r"WOOD &PACER <br />OR J..VL BEAM (5EE PLANe) <br /> <br />I!b~~~ <br />~ ~~ ~ <br /> <br />. <br />Ll~ <br />rll-. <br />""./ <br /> <br /> <br />6CALE, 1/4' :: 1'-0' <br /> <br />I- <br />'to! <br />o.:'t <br />~~~ <br />~r----:r-~--------r <br />rr----- t I <br />,I I I <br />I' 1 -- 1 <br />II I I <br />~-----~ I <br />, 1 <br />,Ie <br />I I ~ <br />I -- '8 <br />I I ii <br />I , <br />I I <br />I I <br />I 1 <br />I -- I <br />, r----~ <br />1 , <br />I r--_.J <br />I I' <br />1 .~t' <br />I I ~(1 I <br />~ <br /> <br />(1) e,1MP5ON C$16 OR <br />(I) $1MFeON Miela FROM <br />6EAM TO COLUMN <br /> <br />q] <br />@ <br />iW <br />@S <br /> <br />1:.Ujj:::, <br /><W~ <br />g;s <br /> <br /><;? <br />~'?~@) <br />~~~@ <br /> <br />DeL 2 X 4 P.T. POeT <br /> <br /> <br />------~ <br /> <br />-- <br /> <br />ELEV. FOR 1"iNle14 <br />A6R!CATED &YNTl-ET1C <br />l=OAo'1 FILLED ROJND <br />COL..u,'1N (5E!: ELEV. 1=' FOR <br />aIlE) <br /> <br />NOtE: <br />ALL OvERHANG5 ARE TO BE 12' WI THE <br />EXEPTION OF EYE6ROUJO I.l.Jt-+!Cl-t ARE TO <br />!-lAVE A fe:.' OYERHAN:.:s WI AN OVERHANG <br />O!= !2' ON THE GAeLE A80VE EYEeROUJ&. <br /> <br />e~ ETA2~ <br /> <br />~ <br /> <br />@@ <br />~~ <br />== <br />~~ <br />== <br /><=:!J~ <br />g@5 <br />@@ <br />@@ <br />c::!lr::!l <br />[!l,1!!. <br />p@ <br />~~ <br /> <br />= <br />~ <br />~ <br />~ <br />,d] <br />@ <br />[!!J <br />cD @5 ~ rg <br />~~@5~ <br />I?@l?~ <br />@ j3@ <br />[)=a@!ll!!l@ <br /> <br /> <br />~ <br />ij <br />I <br />~ <br />~ <br />I <br />i <br />I <br />! <br />! <br />i <br />I <br />I <br />~ <br />I <br />! <br />i <br />! <br />1 <br />i <br />__I <br />.J <br />J <br /> <br />!!!l <br />@@ <br />8~ <br />=@5 <br />~~ <br />d@ <br /> <br />< RV-l > <br /> <br />-- <br /> <br />(4) "S VERTICAl.. <br /> <br />d <br />~ <br />~ <br />@ <br />p <br /> <br />< > ROOF vENT SCHEDULE < > <br />Verlf~ wIth Gef1eral Corrt.ractor all roof vent 10catrOM, <br />'1l..1dntltTee, and elze&. Roof' ve(lta ~hdll be Installed <br />tor a mInimum of' vented area d& l1eted below, <br />Mark. Locatlot\ Off rIdge verite or Oof'f1t Ve.nt <br /> eG!ua I e~atem (5'1. In) (e~. In) <br />RVI let Level 3~2 3~:2 <br />Roof <br />RV:2 Garage 52 !;2 <br />Roof' <br /> <br />L <br />!:: <br /> <br />>- <br />o <br />>C <br />~ <br />:l) <br />o <br />o <br />.... <br />~ <br /> <br />UJOOl:> TO M.AeoNRY CO~Ut1N I!1..SV. t~i1 <br />SCAlE: 3/4"=1'-0' <br /> <br /> <br />.I <br /> <br />'\.. <br /> <br /> <br />4) #5 VERTICAL <br /> <br />... <br />o <br />.... <br /> <br />-- <br /> <br />DATE : <br /> <br />~ <br /> <br /> <br /> <br />05-116-102 <br /> <br />NOTE: <br />8"x16" UNITS MAY BE <br />USED UNLESS WOOD COlUMN <br />IS FRAMING ON TOP OF <br />COLUMN <br /> <br />~ b <br /> <br />" <br /> <br />~ <br /> <br />SCALE : <br /> <br />~ <br /> <br />- <br />~ <br /> <br />AS NOTrE[O <br /> <br />t <br /> <br />, <br />!t) <br />a:o <br />t) <br /> <br />DRAWN BY : <br /> <br />o &AMUEL A. GREENBERG, F.E. ~4:245 <br /> <br />o il-lUY H. HUYNH, P.E. ~~I22 <br /> <br />o IRWIN J. 6ENOON, FE. .4~1~e <br />o All ABBA$ HAKIM, FE. OISbl% <br /> <br />!BOLL 'VI ANCE <br />AUTOCAD FiLE NAME <br /> <br />- <br />> <br />cO <br />C) <br /> <br />i6"x16" <br />- MASONRY COLUMN <br />FlLLED wi 2500psi CONC. <br /> <br />\2' <br /> <br />"-t <br />- <br /> <br />11771 <br /> <br />): <br />IUd) <br />~I- 't ffi~ <br />'t~ <br />o.:ii1 <br />...~~Gi <br /> <br />....l <br />:!:) <br />, <br />L <br />J: <br />a <br />..... <br />;a <br />:Ar. <br />t) <br />;a <br />L <br />. <br />.... <br />.... <br />'1> <br /> <br />ENGINEER Of RECORD : <br />DANS CO <br />ENGHNEERlNG. P.A. <br />SHEET DESCRIPTION : <br /> <br />OUTRIGGER DETAIL <br /> <br />TYPICAL MASONRY COL.0- <br />4f' <br /> <br />i <br />-- l <br />--- <br /> <br />I < RV-2 > : <br /> <br />~~==== ====~~ <br /> <br />I I <br />1~0'----+----'S~i <br />~~-----I-----L'=.:.~ t <br />r..:::::.-.:;;r - - - - - - - - - - <:..-=.td I'-f?)' <br />if )'-6' ~ W- TYF. AT !-lIF <br />, , <br /> <br />E!L.E\f A TUOIN <br />'lPlF"qp <br /> <br />TO nt eEeT ~ M; OOteR'$ ~ AND eELiEf, Tl4E <br />5~iURAL ~ A'ID &froFlCA11CNe CCMFL Y lUirn T\.lE <br />R.ORIDA 6UILDNS CODE, 5ECT1~ ~~ ~!W I'UOJ.I. 3 5ECOO <br />GUOT, ~ 'e' WlND zet.e (2001 EDIT!(;W. <br /> <br />~OOJFIPlLAN <br /> <br />- <br />~ <br />'4) <br />:c: <br /> <br />'1 <br /> <br /> <br /> <br />:>> <br />D <br />II:> <br /> <br />6CALE, liB' . 1'-'-" <br /> <br />11-11$ ~ /lND DE5lGN 15 VALID roR 12 ~ A'=TER Tl-lE <br />DA1E 1$ Si(t.fD AM) w.J.fD. <br /> <br />5l&fD AND 5E.AJ..ED ro:< TJ.f 5TRXiURAJ.. PCR11Q1l a: Tl-i15 <br />DRAlIJlN:S Ctl Y. <br /> <br />.... <br />'P <br />'? <br />I:: <br />Ol <br /> <br />- <br />Ql) <br />!:l) <br />:l <br />).. <br />x:: <br />