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I <br />TYP <br />S2 <br />TYP <br />F <br />-------I <br />\—(3) 2x& <br />III STUDS <br />71-0" <br />w =),III <br />III la" RAISED PLATFORM <br />JJ/ SEISMIC STRAPS <br />III R-10 @ BASE VTO P.R. <br />x [LIII <br />VALVE TO EXTERIOR <br />n C-� III <br />2 —CAR 1111GARAGE <br />PROVIDE 5W' TYPE -X" GW5 <br />0 WARM LUALL6, CEILING 4 <br />WRAPPEPI FLOOR SEAM <br />(o x ro TO ROOff SHEATHING <br />/—;06T 30000, 111 <br />Hr:rR J11 <br />0, <br />6 d) <br />mm <br />1--)F2 2 <br />A <br />2 <br />FURN <br />.50CPM <br />EF/VTO <br />5ATE <br />4 <br />2 <br />O <br />4aoo n <br />5 1/4 x la FARALL,4M 2,0E FeL <br />20 FT LONG <br />F=CS7 <br />II <br />RAISED HED� III <br />CS) <br />(FLUSH TOP OFI/TtON) <br />ROOF JAG<e <br />s 241' O.C. <br />[L <br />000I4D <br />All <br />j <br />0 LL <br />x <br />C-A <br />III <br />R1 <br />_E <br />Lo <br />[L <br />-x <br />-EXTEND HE' <br />TO HDI\ <br />OVER SHEAR WALL, NAIL eHTG <br />LIJ/ 10d e 3" O.C.aa EACH LU,4T- <br />2xro CrJ <br />(3) 2xro- <br />STUDS <br />STUDS <br />- k4- <br />r, 1/411lx <br />Iro FAF,4LLAM 2.OE F5L <br />2'-otl <br />20'-0" <br />— --- — — — — — <br />FLOOR 450vE <br />(P_ - <br />TYP <br />1-411/ 1- 3'-4" <br />-V- 2 " <br />4xL3 DF2 <br />T'T'F UNO <br />121-101, e <br />Fe 2 <br />2'-10" 21-101 31-51 TYP\ <br />TYP 2 FT (oxe) PF2 POST LU/ — <br />ECCa &D&2AT TOP <br />64) 3 (TYPICAL OF 2 FLACES) <br />N <br />4xa DF2 <br />TYF UNO <br />— — — — — — — — — <br />— — — - Q) <br />TYP <br />F - — <br />D.W. SINK <br />0 <br />C),J) <br /><TQ4EN <br />--------------- <br />a) <br />ILL LLI <br />AFFROVED CARBONI <br />MONOXIDE ALARM <br />(D UL2034 <br />x <br />r_ 0 <br />Iov <br />2 2& cn 21- 4 <br />FLR BRa WALL <br />1 318` SOLIDI1 DR <br />OF: OF:'0 `- Nill,IRE DF, <br />lovI III S.D. E <br />Q EN/Of=r— IC <br />�D <br />W <br />(3) 2x& 3 1/2 x 11 1/4 21 <br />STUDS7 F:,44,1,4LL,4M 2,0E PSL T-s rur:)f <br />5TPDI0RJ 4 55THD <br />Id (3) 2x& STUDS <br />11 FLR TO HDR <br />5ALLOON FRAME <br />FULL HEIGHT STUDS <br />(AT FOYER OPEN TO ASV) <br />1/4 V- 0 <br />FIT 4x4 DF2 F06T W1 <br />ECCO, 6D&2,5 AT TOP <br />FRIDGE �/ <br />5 114 x 11 1/4 <br />I f=AF_4LLAM 2.0E F&L <br />PLR E3FC-.; WALL (FLUSH FLR 5M) <br />em <br />(3) 2 6 <br />4 w GREAT RM <br />2 <br />I C) <br />II Lu <br />LLI If LL, <br /><1 J <br />Lu (s) LL <br />UF ff z Y_ <br />LL A <br />LL <br />ILL tL1 <br />(3) 2xro :1 <br />LI [L <br />—x <br />LLI LYE R <br />cv <br />PEN 145V hl L) EXTEND HEADER OVER <br />II L SHE 4R WALL, NAIL SHTG <br /><1 FT UNIT R To HDfR W/ lod <br />III 3" O.C. EACH T- <br />3 III DF2 HZ)R <br />(Scz) (SG) j j/ / / �/ <br />4 <br />< <br />LL <br />j/4x 2 r/ / j // <br />FIT 4x8 DF2 ROOF 5M <br />CONCE,4LED HGR FT 4xe, 1:1=2 POST UJ/ <br />Huc,0410_SrDs ECCQ SE)B2.5 AT TOP <br />OR SIMILAR (TT'F`1C.4L OF 2 FLACE5) <br />­1!1q 11 111 -2MW 11 'Wild] I � IgLi <br />1ot-01, 1, 131-011 <br />MAIN FLOG fR FLAN: el& SF <br />UFFER FLOOR FLAN.- 12 5 2 6F <br />TOTAL LIMN FACE, 2230 5F <br />CCU/ ENTRY FOIRCl 4- 11 eF <br />COVEfRED FAT IO: taro ep <br />2--CA ARASE: 4&0 &F <br />FT 6><12 DF2 <br />II <br />III <br />S3 <br />TYP <br />Alicy <br />HIP <br />ILL <br />MIT <br />v <br />FAT 10 <br />PT (,x]2 DF2 <br />4p <br />I <br />11 <br />0 <br />X P, P P PPA M1, 7 <br />NOTE: <br />PROVIDE SQUASH 5LKS <br />OR POST 6 FOINT LOAD <br />I-011, FLOOR CAVITY TYPICAL <br />3/4" 4f=,4 RATED CE)X SPTG <br />W1 106 'a 4" O.G. PANEL EDGE <br />IOd a 12" C.C. PANEL FIELD <br />Iod a 4" O.C. s SCUNE)ARY <br />rI <br />it <br />