Laserfiche WebLink
<br />LA TEST DATE : IN PROCESS DESCRIPTION : <br />REVISION DATE : <br />09/16/04 <br /> <br />T.O.M. <br /> <br /> <br />RIDGE VENT <br /> <br /> <br />SHIN~ <br />~OF <br /> <br />RIDGE VENT <br /> <br /> <br />SHIN~ <br />~OF <br /> <br /> <br />~5 <br /> <br />LINE OF INTERIOR <br />VAULT AT <br />MASTER BR. <br /> <br />12 <br />51 <br /> <br />3L---__ <br />12 <br /> <br />DECORAT~ B <br />~NISH <br />NIS FLOOR LINE <br /> <br />T.O.M. <br /> <br />T.O.M. <br /> <br /> <br />DECORAT~ <br />~NISH <br /> <br /> <br /> <br /> <br /> <br />EJ <br /> <br />EJ <br /> <br />~ <br />I <br /> <br />m <br /> <br />DECORAT~ <br />~NISH <br /> <br />- <br />~ <br /> <br />~ <br />I <br /> <br />~ <br />I <br /> <br />DECORAT~ <br />~NISH <br /> <br />DECORAT~ <br />~ISH <br /> <br />~ <br />J <br />l\) <br /> <br />~ <br />(() <br />I <br /> <br />(() <br /> <br />(() <br /> <br />(() <br /> <br />FINISH FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br /> <br />FINISH FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br /> <br />RIGHT ELEVA-rION <br /> <br />SCALE: 1 /8" = l' -0" <br /> <br />ELEVATION <br /> <br />REAR <br /> <br />SCALE: 1 /8" = 1'-0" <br /> <br />LEFT ELEVATION <br /> <br />SCALE: 1 /8" = 1 '-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 />6TRUCTURAL NOTE6 <br />f'j'\ ~ (1) 1& CGm. IN FIU.EO FMECA&T LINTEL <br />\.V ,AN[) (1) 1& CGm. IN FIllEt> KNOCK OUT <br />eLOCK .6eOV1! <br /> <br />1 x6 FASCIA <br />DRIP EDGE <br />(TYPICAL) <br /> <br />RIDGE VENT".. I <br />STUCCO ~ <br />FINISH <br /> <br /> <br />ENTRY <br />6'-6"x10'-4" <br />VOLUME CLG <br /> <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 /> <br />~A~A~ ~ GARAGE DOOR <br />18 -0 x19 -0 f OPEN POSTION <br /> <br /> <br />r--------------------i <br /> <br />I I <br /> <br />II ROOF TRUSSES r-.... II <br />'-J ABV. @ 24" O.C. <br />I I <br />I IF CONCRETE: 4 #5 VERTICAL <br /> <br />: ~ K I <br />y~, 52 I <br /> <br />DECORATIVE <br />FINISH <br /> <br />SIM, <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 />LEEJ <br /> <br />DDD <br />DDD <br />DDD <br />gg <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 />MTS 18, TO MASONRY BEARING WI (1) SIMPSON META20 AND TO RIDGE <br />BOARDS wi (1) SIMPSON H5 CLIP. UNLESS NOTED OTHERWISE. <br /> <br /> <br />, , <br /> <br />10" DIA. <br />1/2 COL <br />(TYPICAL AT <br />GARAGE) <br /> <br />FINISH FLOOR LINE <br /> <br />10 DIA. <br />COL. <br />TEMP. F.G. <br /> <br />l' -2" DIA. <br />COL. <br /> <br />10" DIA. <br />1/2 COL. <br />(TYPICAL AT <br />GARAG E) <br /> <br />GRADE LINE <br />\ASSUMED) <br /> <br />PARTIAL <br /> <br />FLOOR <br /> <br />PLAN <br /> <br />DECORATIVE <br />FINISH <br /> <br />ELEVATION <br /> <br />"C" <br /> <br />SCISSOR <br />TRUSSES AT <br />24" O.C. <br /> <br />1/4" = 1'-0" <br /> <br />FRONT <br /> <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br /> WALL LEGEND <br /> . INDICATES flUID CElL WI (1) 10 VERT. <br />~//////////~ INDICATES TOP OF MASONRY 0 8'-0. <br />,. .) INDICATES SHEAR WALL <br />~ INDICATES INTERIOR BEARING WALL <br /> <br /> <br />F AM I L Y <br />ROOM <br /> <br />B . 3 <br /> <br />MASTER <br />BR. <br /> <br />. <br />'<t <br />J <br />(() <br /> <br />SECTION <br /> <br />SCALE: 1 /8" = 1 '-0" <br /> <br />AA <br /> <br />. eEAM, &EE PLAN& <br /> <br /> <br />:> <br />:0 <br /> <br /> <br />P.T. DeL. 2 x 4 e.u.c. <br />ATTACH 2.PLlE5 ON EA FACE <br />WI 10d NAIL& . 8' o.c. <br /> <br />..,. <br />:D <br />:D <br />='J <br />='J <br />... <br /> <br />e.EE eTRUCruRAl- NOTE5 AND NAILING <br />5c+-+EDULE FOR 5HEAT~ING DETAIL <br /> <br />&IMPOON MT&18 TUJ/&T &TRA <br />FROM eEAM TO COLUMN <br /> <br /> <br /> <br />6ACKNAI!.. WI (2) 16d NAI!..5 <br />2'x4' OUTLOOKER. 24' OIC <br />I~ ~3 CLIP <br /> <br />INGLE 2'x4' TOP PLATE <br />END NA!LED WI (2) 16d INTO 5ruD5 <br />4 (;2) l~d TOENAILED INTO OUTLOOKER <br /> <br />&EE ELEv. FOR FINISH <br />STYRO FOAM ll.lRAP <br />AT ROUND COLUMNS <br /> <br />< > ROot= VENT 6CHEDULE < > <br />Verlr~ wIth General CofItractor all roar vent locatlone, <br />'1uontltlee, dnd elzee. Raor vente shall be rnstalled <br />ror a minimum or vented area de Irsted below: <br /> orr rldee vente or 50rm Vent <br />Mark Location e'1uo I e~etem (e'1' In) (s'1' fn) <br />RVI 1st Level 14~ 14~ <br />Roar <br /> <br />&EE PLAN FOR AMOJNT AND <br />LOCATION ~ RElt'oFORCEMENT <br />NOTE: <br />e'xl~' L.NIT5 MAY BE <br />UOED LM.E&5 llOOD COLlJ1N <br />15 FRAMIN<:; ON TOP Cf <br />COLUMN <br /> <br />:::D <br />='~ <br /> <br />(2) &IMPOON MET A20 ~ <br />. 6A&E OF COL ~ <br /> <br />or <br />.... <br /> <br />51MP5ON 5Pl <br />51 ~I~ OR EQUAL <br />. EA OUTLOOKER <br />2'x4' KNEE WALL WI eruDe 11 24' OIC <br /> <br />2'X4' DIAGONAl.. 6RACING 11 MID-~IG~T <br />WI (2) 16d PER CONNECTION <br />'L' 6RACE TO EXTEND 11 LEAaT <br />W% C4= l.l.E6 LENGT~ (e.EE TA6LE) <br /> <br />24'><24' OR 1~'x16' <br />MMONRY COLUMN <br />FILLED WI 2S00p61 CONe. <br /> <br />TYPICAL MASONRY COL. ~ <br />SCALE: 3/~'="-O'w <br /> <br /> <br />D <br />>> <br />> <br />o <br />Z <br /> <br />2 'x4' CROOO 6 <br />AT RIDGE: FMT <br />AT E~ JOINT WI <br />(2) l~dx3' <br /> <br />51MPOON AeE44 <br />COLUMN eA&E WITHOUT r?J\ <br />ANCHORS TO MAOONRY ~ <br />COLUMN eELOJJ <br /> <br />D 6AMUEL A. GREENBERG, F.E. i3424S <br />D THUY H. ~U"(NI-I, F.E. ~e>122 <br />D IRWIN J. BENSON, F.E. oIt4~1S8 <br /> <br />- <br />.... <br />.I.. <br /> <br />CD <br />,. <br />u <br /> <br />:.:> <br />I <br />> <br />.u <br />...J <br />.u <br />, <br />:.:> <br />7> <br />- <br /> <br />WOOD TO MASONRY COLUMN <br /> <br />SCALE: 3/~.="-O" <br /> <br />- <br />.L- <br />.u <br />..J <br />- <br /> <br />(2) Ie-d <br />T. 2'x4' END NAILED WI (2) [6d <br />11 EA 5ruD <br /> <br />TO Tl-E BEST Cf me milteR1S ~ ~ eELlEf, Tl-E <br />S~ ~ AND 5ffCfICATl~ W1FL Y IUTl-ITl-E <br />FLORIDA 6UILDm COPE, SECTIa-l ~~ FOR 12" MPJ.!. 3 SECOO <br />(iJ5T, EXPO$JFf '9' WIND ZeN: (2001 EDITICW. <br /> <br />TI-ll5 DRAlIJ~ AND DESIGN 15 VALID FOR 12 ~ AfTER n.e <br />DATE 15 SIGNED ~ 5EALED. <br /> <br />SICHD AND 5EALED FOR me S~ PORTia-( Cf Tl-l15 <br />DRAlUm 011. Y. <br /> <br />::> <br />:.:> <br />:0 <br />~ <br />:::l <br /> <br />2) I~d THR0\.JCri4 6LOCKINGGYP5WM WALL BOA <br />(2) 16d THR0\.JCri4 iRI.105 U!E V 2'X6' P.T. 51!..!.. <br />2'x4' 'T' ON TOP C4= PAoNEL <br />6LOCKING, FMTEN WIT &/8' OR 112' CEILING DEN5/: / <br />leldx3' 11 4' OIC GYP5WM WALl- 60ARD FMTENED -.l <br />WIT~ ed COOLER NAIL5 OR 1 1/4' LONG <br />DRYUJALl- 5CREW5 COMPLYING WITH MTM CI~ <br />FOR FIRelT 8'-~' FROM END WALL <br />11 4' OIC TYPICAL <br /> <br />Al-UMINL.M 5Cf'FIT <br /> <br />VAPOR 6ARRIER UNDER GA6LE <br />TRUoo 6OTTOM CORD (ROOFING <br />PAPER OR ROOF CEMENT) <br /> <br />" <br />='J <br />:0 <br />.... <br />- <br />:z: <br />< <br />il!: <br />Z <br />.u <br />...J <br />- <br />.... <br /><!) <br />... <br />.:0 <br />~ <br />- <br />aJ <br />... <br />Cd <br />10 <br />- <br /> <br />NOTE: <br />e.EE GA6LE 6RACING DETAIL5 <br />FOR ADDITIONAl.. GA6LE 6RACING <br />I~ATION <br /> <br />112', AN~ 6OLT. 32' O.C. <br />MINiMUM 6' FRCiM PLATE 5PLICE5 <br />WI 3/16')(2' DIA PLATE WAet-lER <br /> <br />CANTILEVERED GABLE END BRACING DETAIL <br />SCALE: N. T. S. <br /> <br /> <br />~~ <br />L[) <br /> <br />a~ <br />c'~ <br />€JcJ <br />" <br /> <br /> <br />~~ <br />U~~ <br />~oc <br />~ <br />~ <br />ro~ <br /> <br />\J ~ <br /> <br /> N <br /> ro;) <br /> 11) 01 <br /> ~~ w <br /> ~ <br />()~ ,01 ~~ <br /><t11) .c;1 <br />()1 Cl.. <br />~~ 0'~ <br />l) ~' "'Ql <br /> 13/5 <br />--10;) BIf <br />tDZ 1L'" i3~ <br />, , ~~ <br />zffi IX ~~ <br />U<t l5~ <br />-<rIll <t1L ~ ~~ <br />Z III in ~! <br />lU '<t <br />Q~ 0 . !zi5 <br />Z -l~ lU ~'" <br />u <br />--1~ III w::> <br />111 0- ~8 <br />lL~ ~~ <br /> <t11) 3~ <br /> ,'<t <br /> ~~ Qtj <br /> Q~ <br /> ~~ ::i:1f <br /> '<t- 8", <br /> ~~ i~ <br /> X, ~5 <br /> o III i:1~ <br /> lUz ~a <br /> ,0 @ <br /> ~[ <br /> <br /> <br /> <br />~ <br />~ <br />@ ~ ~ ~ ~ ~ <br />CJ ~~ a <br />[? i!'.V i!'.V (!f) <br />~ \!?) ~ <br />~ [FJ ~ <br />d rw rw \!?) ~ ~ <br />2) '\? @ \!?) ~ ~ <br />@ <br />d ca <br />~ ~ <br /> g <br />@ I? <br /> ~ <br /> [!!] <br /> ca ~ <br /> ID <br />~ ca [!!] ca <br />@~ g 2:5 ~ <br />[!!J [!!] @ ~ <br />~ g ~ g l? <br />@5 ~ ~ @ @ @ <br />~ @ @ @, Ii==> <br />~ <br /> <br />DATE : <br />06-116-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />[8~LL VANCE <br />AUTOCAD FILE NAME <br />1]827 <br />ENGINEER OF RECORD : <br />DANSCO <br />ENGINEERING P.A. <br />SHEET DESCRIPTION : <br />ElLEV A lrDON <br />PLAN 'i'C'lP <br />3C <br />