Laserfiche WebLink
<br />5~ <br /> <br />RIDGE VENT <br /> <br /> <br />~NGLE <br />RO;7 <br /> <br />.J <br /> <br /> <br />T.O.M. <br /> <br />4CORATIVE <br />FINI~ <br /> <br /> <br /> <br /> <br />o <br />I <br />CD <br /> <br />4CORATIVE rn <br />FINI~ fH <br /> <br />CD <br />I <br /><.0 <br /> <br />FINISH FLOOR LINE <br /> <br />GRADE LINE <br />(ASSUMED) <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 WI ONE (1) SIMPSON <br />MTS18, TO MASONRY BEARING Wi (1) SIMPSON META20 AND TO RIDGE <br />BOARDS Wi (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE. <br /> <br />SCISSOR <br />TRUSSES AT <br />24" O.C. <br /> <br /> <br />BR 3 <br /> <br />'<t <br />1 <br />CD <br /> <br />F AM I L Y <br />ROOM <br /> <br />MASTER <br />BR. <br /> <br /> <br />SECTION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />AA <br /> <br />JOINTS IN et4EATI-IING <br />MIN. 0'-0', MAX. e'-0' <br /> <br /> <br />6ACI<NA1L. WI (2) lod NAIL.S <br />2'x4' OUTLOOKER . 24' OIC <br />IMPSON 1-13 CLIP <br />INGLE 2'x4' TOP PLATE <br />NAIL.ED WI (2) 16dlNTO STUDS <br />. (2) 16d TOENAIL.ED INTO OUTLOOKER <br /> <br />~E s~TURAL. NOTES AND NAIL.ING <br />6CI-lEDUL.E FOR Sl-lEA TI-IING DETAIL. <br /> <br />2'x4' CROse 6 <br />AT RIDGE PAS <br />AT E~ JOINT WI <br />(2) 10dx3' <br /> <br />2'X4' DI~ 6~ING . MID-I-lEIOOT <br />WI (2) 16d PER CONNECTION <br />'L' 6RACE TO EXTEND . LEAST <br />~ Cl= u.e6 LENGTI-I (SEE TAeLE) <br /> <br />(2) 16d TI-I~ TRJ.l&e UJE 2) 16d TI-lROUUI-I 6LOCKINGGlYP6UM WALL. eoA <br />V 2'X6' P.T. SIL.L <br />2'x4' 'T' o-l TOP C4= PANEL. <br />6L.OCKING, FASTEN WIT 'Ie' OR 112' CEILING DENSE / <br />10dx3' . 4' OIC GlYP6UM WALL eoARD FAeTENED ~ <br />WITI-I eo COOLER NAIL.S OR 1 114' LONGs <br />DRYWALL sc~we COHPL YING WITI-I AeTM Cl~ <br />FOR FIRST e'.~' FROM END UJAL.L. <br />. 4' OIC TYPICAL <br /> <br />2)16d <br />NT. 2'x4' END NAILED UJI (2) 16d <br />. EA sruD <br /> <br />ALL.MIN..JM e.oFrlT <br /> <br />vAPOR 6ARRIER UNDER CiAeLE <br />~ eoTTOM CORD (ROOFING <br />PAPER OR ROOF CEMENT) <br /> <br />NOTE, <br />5EE CiAeL.E 6RACINCi DETAIL.S <br />!=OR ADDITIONAL. CiAeLE 6RACING <br />INFOfoiMA TI o-l <br /> <br />112'. AN~ eoL. T . 32' OJ::.. <br />MINIMUM 0' FROM PL.ATE SPL.ICES <br />WI :M6'x2' DIA PLATE wASHER <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCAl..E; N.T.S. <br /> <br /> <br /> <br />T.O.M. <br /> <br /> <br />LINE OF INTERIOR <br />VAULT AT <br />MASTER BR. <br /> <br />o <br />I <br />CD <br /> <br /> <br />B <br /> <br />4CORATIV <br />FINI~ <br />FINISH FLOOR LI <br /> <br />o <br />I <br />CD <br /> <br />REAR ELEVATION <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />5TRUCTURAL NOTE5 <br /> <br />'1' ~ (V G9 CGM'. IN FIU..EO FfECA&T LINTS. <br />\V ,6H:) (V 1& CGWT. IN FfUEt) ~ em <br />el..(X:I( .4eO't1! <br /> <br /> <br />ENTRY <br />6'-6~x10'-4~ <br />VOLUME CLG. <br /> <br /> <br />51M. <br /> <br />GARAGE DOOR Gf\~A9 E~ <br />IN OPEN POSTION\ 18 -0 x19 -0 <br /> <br /> <br />r-------~-----------~ <br /> <br />I I <br />: ......, ROOF TRUSSES : <br />ABV. @ 24~ O.C. v- <br />I I <br />IF CONCRETE: 4 #5 VERTICAL I <br />I K I <br />I 52 I <br />I <br /> <br />10" DIA. <br />1/2 COL. <br />(TYPICAL AT <br />GARAGE) <br /> <br />PARTIAL <br /> <br />FLOOR <br /> <br />PLAN <br /> <br />1/4" = 1'-0" <br /> <br />(2) 61MPOON META2~ <br />11) 6A6E OF COL. <br /> <br /> <br />. eEAM, 5EE PLAN5 <br /> <br />51MF60N MT61a TWI6T 6TRA <br />FROM BEAM TO COLUMN <br /> <br />P.T. DeL. :2 x 4 s.u.c. <br />ATTAC~ :2-PLIE6 ON EA. FACE <br />WI I~d NAIL5 11) e' O.C. <br /> <br />6EE ELEV. FOR FINI6H <br />5TYRO FOAM I.lJRAP <br />AT ROUND COLUMN5 <br /> <br />51MF50N ASE44 <br />COLUMN SA6E LUIT~OUT <br />ANC~OR& TO MA50NRY <br />COLUMN SELOW <br /> <br />RIDGE VENT <br /> <br /> 1: hNGLE 12 <br /> 15 <br /> RO;7 <br /> T.O.M. <br /> 4CORATIVE B 4CORATIVE 0 <br /> FINI~ FINI~ I <br /> CD <br />I <br /> FINISH FLOOR LINE <br /> 1"'- <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 /> FINISH 1 Xl FASCIA <br /> L1NfL OF INTERIOR ~ W DRIP EDGE <br /> VAU T ~ 12 (TYPICAL) <br /> ___ l?r~ STUCCO <br /> 5~ STUCCO -1f5 -MINISH <br /> ~ FIN~ <br /> 41NGLE --.12.3 k 5~ ~:D (Q\ <br /> /~J= 1;S <br /> ~INGL ~ C~ ~ V-6" BANDING DOUBLE~~9 <br /> 51' K", r- ~ k k <br /> R~ ~EYS~ ~ <br /> ~ ~ ~ ~ TYPICAL ~ <br />T.O.M. 1"') ~ ...iI!S.., SADDLE <br /> '<t \ I F.G. '<;j <br /> I ..- - <br /> ~ ~.. 11- <br /> ..- H <== :::::: '-- ,..- [ ][0 ~ CD <br /> ;:= - I '-DDD I It <br /> I-- - .- <br />~ - - - <br />0 - I: :) - ~;::::: ~ <br />I ;::= DDD <br /> CD = = F= = "- I DD - V- <br />CD 1 ~ I I k <br /> - h <br /> (D IK ..... ::.. . <br /> I-- - I <br /> ~ l - ~ DDD DDD /l~ <br /> ~ - - a- I <br /> == i=: ~ == '" : = : (D <br /> - <br /> I T ~ r-.~ 1 IA =1 r- / <br /> 1\ FINISH FLOOR LINE 1 '- '" -~ .. 1 -8" <br /> .......- ..- <br /> \ II ./ SQ. ~l..l. <br /> ~DECORATIVE 1"-2" DIA~ l 1:8L. DIA.~ fA~U"Mi:I~f./ 1 0" DIA.-J' <br /> COL. 1f? COL. <br /> FINISH TEMP. F.G. \E ( P1CAb AT <br /> GARAGE <br /> <br />FRONT <br /> <br />"e" <br /> <br />ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br /> WALL LEGEND <br /> . INDICATES FlllED CEll WI (1) 15 VERT. <br />~/////////7J1j INDICATES TOP OF MASONRY 0 8'-0. <br />,- .f INDICATES SHEAR WALL <br />~ INDICATES INTERIOR BEARING WALL <br /> <br />QEE FL~ FOR AMo.NT AND <br />L.OCATION ~ REI~T <br />NOTE, <br />E)'x16' UNIT5 MAY BE <br />UOED LM.Ee.6 UJOOD COI.IJ1N <br />15 FRAMI~ ON TOP ~ <br />COLIJ1N <br /> <br />< > ROOF VENT 6CHEDULE < > <br />verrf~ wlt.h General Cont.ractor all roof vent locatfon&, <br />quantltlee, and alzee. Roor vent& &hall be lnatalled <br />for a minImum or vented area ae Ifeted below: <br />Mark Locatlon Ofr rIdge vente or 5of'rTt Vent <br /> equa 1 a~atem (aq. In) (aq. In) <br />RVl lat Level 140 140 <br />Roof <br /> <br />24')(24' OR 16'x16' <br />MA$ClNRY COLIJ1N <br />FILLED WI 2~&J CONe. <br /> <br />WOOD TO MASONRY COLUMN <br /> <br />TYPICAL MASONRY COL. <br />SCAl..E; 3/4.= 1'-0. <br /> <br /> <br />SCALE: 3/4'=1'-0. <br /> <br />LATEST DATE : IN PROCESS DESCRIPTION : <br />REVISION DATE: <br />09/24/03 <br /> 07/20/04 E.W.O. #1373 <br /> <br />~~ <br />Lf) <br /> <br />a~ <br />C'~ <br />Qcj <br />tJ <br /> <br /> <br />~~ <br />Noc <br />~ <br />J CJ <br />OO~ <br /> <br />'\i I ~ <br /> <br /> N <br /> '\1;) <br /> 1fl01 <br /> ~~ [g <br /> G~ I 0"" <br /> <tlfl ~~ <br /> Q~ ~I <br /> 0... <br /> <S~ <br /> l) ~' OC""' 20115 <br /> O!!:1 ~~ <br /> .J\1;) <3"- <br /> cj)Z LL'" i:5<;;l <br /> I I ~~ <br />DECORATIVE zffi G~ ~~ <br /> i315 <br />FINISH 1(~ <tLL ~ /:::<= <br />ill ifi ~~ <br /> In 't 8:15 <br /> Q~ 0 . i=~ <br /> .J~ In ~= <br /> .J~ u <br /> ill ill w", <br /> ~~ <=8 <br /> w'" <br /> <tlfl d <br /> "'>- <br /> .'t ~~ <br /> ~~ ~~ <br /> 0,," <br /> ~~ ~~ <br /> ~~ <br /> c<)~ ~;; <br /> x' ~~ <br /> 2~ t'Jffi <br /> ;;a <br /> ,0 @ <br /> Q:r <br /> 0....0.... <br /> <br /> <br /> <br /> '" <br />~ <br />~ <br />@ ~ ~ ~ ~ 0 <br />~ <br />D ~~ ~ ~ 0 <br />[? @ <br />~ ~ ~ ~ <br /> If;:J <br />d ij (@ ~ ~ (W <br />~ ~ @ ~ (el) ~ <br />@ <br />d lD <br />~ ~ <br /> @5 <br />@ Ii=' <br /> ~ <br /> l!!l <br /> lD @ <br />~ '0 l!!l lD "" <br />l!!l <br />~~ @5 25 d <br />~ l!!l @ ~ <br />~ @5 ~ @5 I? <br />~ ~~ @ ~ @ <br />@ I? <br />~ <br />"" ~ <br /> <br />DATE : <br />06-116-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />!B~!L!L. V ANClE <br />AUTOCAD FILE NAME <br />11827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERiNG. P .A. <br />SHEET DESCRIPTION : <br />EILEV A T~ON <br />[PLAN '&Ie'lV <br />3C <br /> <br />o 5AMUEL A. GREEN6ER6, F.E. IF.3424~ <br />o TI-IUY 1-1. I-lUYNI-I, F E. ~~122 <br />o IRWIN J. 6EN50N, FE. -4'a1Se <br /> <br />TO Tl.f eE6T Cf n-e ~INEER'51<NO.llEOO: AND eellS:, TIt <br />6~ Fl.M5 lID OPEClFlCATlai5 cct1FL Y lUI114 T\.lE <br />A..ORJDA I3UILDm CODE. e.ECTIa-416€l6 FOR!2~ MPJ.l. 3 e.ECOO <br />GUST, ~ '6' !lAND Z~ (2001 EDIT1CW. <br /> <br />111/5 DRA/.lJm AND DE51GN /5 VALID FOR 12 ~TH5 iflER Tl1f <br />DATE 15 61GNED AND &EALED. <br /> <br />51Ge) lID 6EA!.ED FOR Tl.f 5~ PORTla-4 Cf Tl-II5 <br />DRAWm at Y. <br />