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<br />5~ <br /> <br />RIDGE VENT <br /> <br /> <br />hNGLE <br />RO;7 <br /> <br />T.O.M. <br /> <br /> <br />4CORATIVE <br />FINI~ <br /> <br /> <br /> <br />o <br />I <br />CD <br /> <br />FINISH FLOOR LINE <br /> <br />GRADE LINE <br />(ASSUMED) <br /> <br /> <br />CD <br />I <br />to <br /> <br />4CORATIVE Hl <br />FINI~ rn <br /> <br />LEFT ELEVATION <br /> <br />SCALE: 1/8" = l' -0" <br /> <br />RAFTER/RIDGE BOARD SCHEDULE FOR <br />CONVENTIONALLY FRAMED AREAS <br /> <br />RAFTER SIZE MAXIMUM SPAN <br />2 X 4 6 FT. <br />2 X 6 9 FT. <br />2 X 8 11 FT. <br />2 X 10 14 FT. <br />2 X 12 16 FT. <br /> <br />NOTES: <br />1) RAFTERS MUST BE CONTINUOUSLY LATERALLY BRACED BY PROPERLY NAILED <br />SHEATHING OR BY 1 X 4 BRACING @ 24" O.C, <br /> <br />2) MAXIMUM SPACING OF RAFTERS SHALL BE 24" O,C. <br /> <br />3) ALL RIDGE BOARDS SHALL BE 2" NOMINAL AND NOT LESS THAN THE DEPTH <br />CUT OF RAFTER. <br /> <br />4) RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE OF EACH OTHER & COLLAR <br />TIES SHALL BE USED @ ALL CONVENTIONALLY FRAMED AREAS. <br /> <br />5) BEAM SIZES SHALL COMPLY WITH THE PRECEDING TABLE (U.N,O.) <br /> <br />6) RAFTERS SHALL BE STRAPPED TO WOOD BEARING W / ONE (1) SIMPSON <br />MTS 18, TO MASONRY BEARING W / (1) SIMPSON META20 AND TO RIDGE <br />BOARDS W / (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE. <br /> <br />SCISSOR <br />TRUSSES AT <br />24" a.c. <br /> <br /> <br />BR 3 <br /> <br />~ <br />I <br />CD <br /> <br />F AM I L Y <br />ROOM <br /> <br />MASTER B <br />BR. <br /> <br />SECTION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />AA <br /> <br />JOINT~ IN 5I-EATI-IING <br />MIN. 6'-"", MAx. 8'-"" <br /> <br /> <br />9ACKNAIL WI (2) 16d NAIL& <br />2'x4' OJTLOOKER. 24' OIC <br />IMPOON 143 CLIP <br />INGlE 2'x4' TOP PLATE <br />END NAILED WI (2) 16d INTO STUDS <br />. (2) l~d TOENAIL ED INTO OJTLOOKER <br /> <br />~E STRUCTURAL. NOTES AND NAILING <br />SCl-lEOULE FOR SHEATf4ING DETAIL <br /> <br />2'x4' CRO~& B <br />AT RIDGE FA& <br />AT EACl4 JOINT WI <br />(2) I"'dx.3' <br /> <br />SIMP&CN &PI <br />~I I 1-11'" OR EQUAL <br />. EA OJTLOOKER <br />2'x4' I<N:E WALL WI eTUD~ " 24' OIC <br /> <br />2'X4' DI~ BRACING" MID-l4elUHT <br />WI (2) 16d PER CONNECTION <br />'L' BRACE TO EXTEND . LEAST <br />W% a= UJES LENGITI-I ($EE TAeLE) <br /> <br />2'x4' CONT. BLOCKINCs <br />WI (2) I~d PER JOINT <br />~IMPeCN 143 <br />2'x4' CANT. " 24' OIC <br /> <br />l"'dx.3'. 3' OIC Tf4~ <br />. ~ INTO 2'xb' P.T. PLATE <br /> <br />d " I GJYP5UM WALL eoA <br />(2) I~d TI-I~ 1"RJ..I% UJE 2) 16 T MRO\.JGJ14 BLOCK NG <br />/ 2'X6' P.T, &ILL <br />2'x4' 'T' a-I TOP C4= PANEL <br />BLOCKING, FA&TEN WIT &/8' OR 112' CEILING DENen: / <br />''''dx.3' . 4' OIC GJ'rP5UM WALL BOARD FA&TENED ~ <br />WITf4 6d COOLER NAIL~ OR I 1/4' LONG! <br />DRYWALL ~REwe COMPL'rING WITf4 MTM CI~ <br />FOR FIReT e'.",' FROM END WALL <br />. 4' OIC TYPICAL <br /> <br />2) 16d <br />NT. 2'x4' END NAILED WI (2) I~d <br />" EA STUD <br /> <br />ALUMINUM 50FftT <br /> <br />VAPOR BARRIER UNDER GJAeLE <br />~ BOTTOM CORD (ROOFING <br />PAPER OR ROOF CEMENT) <br /> <br />NOTE, <br />~E GJAeL.E BRACING DET AIL~ <br />FOR ADDITIONAL GJAeLE BRACING <br />{NFOf'MA Tla-I <br /> <br />112'. AN010R OOLT" 32' O.C. <br />MINIMUM 6' FROM PLATE &PLICE~ <br />WI 3/16'><2' DIA PLATE W~R <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCALE: N.IS. <br /> <br /> <br /> <br />T.O.M. <br /> <br /> <br />LINE OF INTERIOR <br />VAULT AT <br />MASTER BR. <br /> <br />3L- <br />12 <br /> <br />o <br />I <br />CD <br /> <br />4CORATIV <br />FINI~ <br />FINiSH FLOOR LI <br /> <br />o <br />I <br />CD <br /> <br />REAR ELEV A TI 0 N <br /> <br />SCALE: 1 /8" = l' -0" <br /> <br />5TRUCTURAL NOTEe <br /> <br />fi\ FAOVIOE (V ~ CGm. IN FlUEP AilECA&T LINTEL <br />\!..) ~ (V 1& CGm. IN FlUEP tc:NOCK OJT <br />eLOCX ~ <br /> <br /> <br /> <br />ENTRY <br />6'-6-x10'-4- <br />VOLUME CLG. <br /> <br />GARAGE DOOR Gf\~A9 E_ <br />IN OPEN POST1~ 18 -0 x19-0 <br /> <br /> <br />r--------------------~ <br /> <br />I I <br />I /1 ROOF TRUSSES I <br />I ABV. @ 24- O.C. v I <br />I I <br />IF CONCRETE: 4 #5 VERTICAL I <br />I K I <br />I S2 I <br />I <br /> <br />SIM, <br /> <br /> <br />10" DIA. <br />1/2 COL. <br />(IfPICAL AT <br />GARAGE) <br /> <br />'- ' <br /> <br />1<21'-4' <br /> <br />PARTIAL <br /> <br />FLOOR <br /> <br />PLAN <br /> <br />1/4" = 1'-0" <br /> <br />(2) SIMFSON META2'" <br />61 6ASe OF COL. <br /> <br /> <br />. eeAM, see PLANS <br /> <br />SIMFSON MTS18 TWIST STRA <br />f'ROM BEAM TO COLUMN <br /> <br />F,T. DeL. :2 x 4 e.u.c, <br />ATTAcI-i 2-FLles ON eA. FAcE <br />UJI l~d NAILS ill 8' O.C. <br /> <br />seE eLev. FOR f'INI5I-i <br />STYRO FOAM UJRAp <br />AT ROIlND COLUMNS <br /> <br />SIMFSON Aee44 <br />COLUMN eMe UJITl-lOUT <br />ANCI-iORS TO MASONRY <br />COLUMN eeLOW <br /> <br /> ~FINISH 11 FASCIA <br /> LINE OF INTERIOR W DRIP EDGE <br /> VAULT ~ ~~ 12 (IfPICAL) <br /> ~ I I ~ STUCCO <br /> 5~ STUCCO ~5 ?1\INISH <br /> FINISH <br /> ~INGLE ~~J2.3 ~ ~ 12 1 <br /> 5r c-~V (Q\ <br /> /7 'I.~ <br /> R~ <br /> ~INGL r:- ~ v~6" BANDING DOUBLE ~~ <br /> ~ si' "'I<, f- -: I.... k. ~EYS:7 ~ ~ <br /> . i- ~ ~ IfPICAL ....~ <br />T.O.M. J r<) i-o'? ~, SADDLE <br /> F.G.! , <br /> ~ "<;j I <br /> I \ I U - ~ <br /> . ~. <br /> ..- ;::= ;= EEHJ l-- ~ [ j[ h CD <br /> I '- DDD <br /> ,= u - <br /> I-- i-- ..- <br />0 r-- - - ';=oJ - <br /> I =J <br />I CD r DDD DD <br />CD I = := r--. I L-f - ~ <br /> to ~ f-- I <, k <br /> K ..... ~ . <br /> - - I <br /> ~ ~ - b\ DDD DDD 1- <br /> = - - l-- fa- I <br /> ~ = = to t t='1 <br /> ----... , J <br /> 1\ I 1'_ i'~ ~ I -I - II / <br /> FINISH FLOOR LINE . - 1 '- " -f .. I I /1' 8' <br /> ........- ..- <br /> \ SI) " SQ.' sO':" II I 1 ~I..I. <br /> ~DECORATIVE 1 '-2" DIA~ 110 DIA.~ 2RADE LI~EJ 10" DIA.---1 <br /> COL. COL. 0 ASSUMED 1,z? COL. <br /> FINISH TEMP, F.G. ~ ( PICAL AT <br /> GARAGE) <br /> <br />RIDGE VENT <br /> <br /> l: hNGLE 12 <br /> 15 <br /> RO;7 <br /> T,O.M. <br /> 4CORATIVE = 4CORATIVE 0 <br /> FINI~ FINI~ I <br /> ~ CD <br />I FINISH FLOOR LINE <br /> '''''- <br /> <br />GRADE LINE <br />(ASSUMED) <br /> <br />RIGHT ELEVATION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />I /RIDGE VENT <br />~ STUCCO <br /> <br />FRONT <br /> <br />"C" <br /> <br />ELEVATION <br /> <br />SCALE: 1 /4" == 1'-0" <br /> <br /> WALL LEGEND <br /> . INDICATES flUID CElL WI (1) 15 VERT. <br />fW///////////~ INDICATES TOP Of" MASONRY 0 8'-0. <br />I- -I INDICATES SHEAR WAlL <br />~ INDICATES INTERIOR BEARING WAlL <br /> <br />&EE PLAN FOR ~T AND <br />LOCATION a= REINFORCEMENT <br />NOTE, <br />e'xle>' UNIT& MAY 6E <br />UQEO UNLE&5 UJOOD COLUMN <br />15 FRAMI~ ~ TOP a= <br />COLLnl <br /> <br />< > ROOF VENT SCHEDULE < > <br />vertf~ wIth General COflt.ractor all roof vent 10cat10fl&, <br />'1uantltle&, and sIZe&. Roof' vents wll be Installed <br />f'or a mlnfmum of' vented area as lfsted below: <br />Mark Locatron Off' rIdge vent& or oofftt Vent <br />e<11Jd I s~stem (s'1. fn) (s'1. In) <br />RVl 1st Level 14~ 14~ <br />Roof <br /> <br />24')(24' OR !e>'xle>' <br />~ COLUMN <br />FILLED WI 2~&1 ca-IC, <br /> <br />WOOD TO MASONRY COLUMN <br />SCAlE: 3/4'=1'-0' <br /> <br />TYPICAL MASONRY COL. <br />SCAlE: 3/4'="-0' <br /> <br /> <br />LATEST DATE : IN PROCESS DESCRIPllON : <br />REVISION DATE : <br />09/24/03 ~ <br /> -. <br /> 07/20/04 E.W.O. #1373 <br /> I <br /> <br />" <br /> <br />D <br /> <br />~~ <br />lJ) <br /> <br />a~ <br />c.~ <br />EDcj <br />'" <br /> <br /> <br />~~ <br />Noc <br />~ <br />] ~ <br />OO~ <br /> <br />~ I~ <br /> <br /> N <br /> r~ <br /> U)()1 <br /> ~~ :E <br /> O~ I ~~ <br /> -<tU) <br /> Q~ "';1 <br /> "-. <br /> dljl <br /> o \.9' OC'" '!OilS <br /> ()~ 1:1- <br /> 2~ <br /> -l~ <:5"- <br /> U)Z 11..'"" i5!a <br /> I ' o~ <br /> bl~ <br /> zR} IX ~~ <br />DECORATIVE o-<t ~(5 <br />FINISH <(~ -<t11.. ~ 1;:;: <br />ill in ~~ <br /> 10 '1' 1!:i5 <br /> Q~ () . !z:~ <br /> -l~ 10 ~= <br /> -l~ u <br /> ill ~~ ill ;58 <br /> wOO: <br /> -<tu) ~~ <br /> "'>- <br /> ,'1' 5~ <br /> ~~ e1~ <br /> au <br /> 0"/ <br /> ~~ ~~ <br /> ~~ t3~ <br /> '"" ~:; <br /> x, ~~ <br /> 2~ ~~ <br /> .() @ <br /> ~[ <br /> <br /> <br /> <br /> "I <br />~ <br />~ <br />@ ~ ~ . ~ a <br />~ !!!:, <br />D ~~ ~ ~ a <br />I? (!f) <br />~ ~ ~ ~ <br /> ~ <br />d (@ (@ ~ ~ ~ <br />2) ~ (it) ~ ceil ~ <br />@ <br />d '" <br />~ ~ <br /> @5 <br />@ I? <br /> ~ <br /> !!!l <br /> '" @ <br />~ <II !!!l '" a:l <br />!!!l <br />@~ @5 @ c:!J <br />~ !!!l ~ <br />~ @5 ~ @'5 IF> <br />@5 ~ ~ @ @ @ <br />@ @, l? <br />~ <br /> <br />DATE : <br />06-116-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />B~IL.IL. V ANCIE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERiNG. P.A. <br />SHEET DESCRIP1l0N : <br />EILEV A '1'~ON <br />PlLAIN 'Weqp <br />3C <br /> <br />D SAMUEL A. GREEN6ERG, FE. lF3424~ <br />D T44U"( 44. 44UYN44, P E. ~~122 <br />D IRWIN J. 6ENoON, P E. "4~1S8 <br /> <br />TO 11f BE6T Cf 1tE ~1NEER16 ~ IW BELlS:, me <br />o~ ~ IW OffCIFICATlCl-6 cct1Fl..Y WITH nf <br />R.ORlDA allLDII(i COOE, &ECTI~ 1h~ FOR 120 H.PJ.I. 3 &ECCW <br />CiJOT, ~ '6' URND ICt-f (2001 ED1TICW. <br /> <br />THIS DRAlIJII(i IW DESIGN 1$ VALID FOR 12 ~TH6 tfTER THE <br />DA1E 1$ 5~ IW &EAlED. <br /> <br />SIGNED IW 5EIiEP FOR THE o~ FORfI~ Cf THIS <br />DRAWIm at. Y. <br />