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60 <br />44 PT POST <br />wl DTT2Z TO <br />JOIST OR ELK'G. <br />12 PLACE <br />� <br />44 PT POST FLLL LB\GTH <br />w/ ICY 0 x 24' SCNOTLBE (2 FLACES) � '6' - <br />4' - 6 3/4" -4'- 4 A, q.l 4'- <br />I'- V 4'- 1 Ix 4' 1 1 4'- 1 IY)" 4'- 1 1 13/4' <br />90-- <br />11 It <br />If "1 <br />2x 12 PT (E) WTAL POI <br />STAIR STRINGER <br />JOIST ALCI\G C2xRIM g::R k FM" <br />r -1 i i -11 <br />44. PT POST <br />AC4 PM059T CAP <br />12x12xI2 C(W, AD <br />W/ PEIM POST BASE <br />2-U4 REMP E.W. (TYP) <br />ST v 16' o.c. w/ LUS28 EACH B\D zo� <br />2x8 PT FLOOR I <br />OD <br />2x8 PT LEDGER 13CLIED w/ <br />2-2' 0 x 4-y' LAG SCREW 0 13" 0. 0. <br />TO EmST1I\s RIM JOST Ell. <br />+1z <br />F—LOCP VENTILATION CAL 0-LATION! <br />FLOOR AREA = 411 SQ.FT.CF VENTIH) AREA <br />6'x 16° SCREB\ED CRAV\LER Vaq =.52 SQ.FT. <br />320/150 2.13 SO. FT.CF VENT Al2EA REGURED <br />2,13/.52 = 4.9:WRED Oy� <br />PROVIDE (4) 016' CRAVE VENT= <br />4 VB\ffS x.52 = 2.13 SQ.FT.CF VEI\1T AREA <br />do <br />....... <br />2x8 I­Fu2 LEDGER <br />2 - Y4' x 47. aro <br />SCREW TO EXIS_n <br />RIM JOIST 6 9' lo, <br />2x8 I-Fa2 FL <br />_01 <br />® 16" ox, <br />SqR <br />w/ LL628 <br />EA <br />I B\ID <br />DEL . -1OIST <br />6 ML' VISCLIEEN OVER <br />IVOPB\Ikr- <br />EXISTING 001\,CRETE <br />SIB <br />.......... <br />PROVIDE 2x <br />. ............................ <br />D) <br />...................... <br />2x8 W-#2 LEDGER w/ <br />FLOMN%G BE <br />1 <br />19 <br />2- A"x4! D6 WOOD <br />OVER <br />ICE <br />SCREW TO EXISTING <br />WALL (TYR <br />STLD 16' o, c <br />....... <br />2x4 CRIPPLE WALL- <br />E30LTED w/ 1" 0 x X <br />2 12"x6 CCI FT'G. <br />WS)GE A. B. ® 3' o . c . TYP WALL DET. <br />a mi 2 <br />SCALE 114" 1'- 0" <br />1110 1 Nal, 1�. I <br />%2jjIf=j1a A I <br />M=2x4 PT ALL PLATE 1 <br />-T ff 20 CRIPPLE <br />lt� R <br />EaTED wl 8,ox47 VWALL 16' o. c <br />j <br />PEI� -F -6 MIL VISQLE13, WEDGE A, F3. 2' 0.0. <br />EXISTI% coNc . SLAB <br />1 El R'"M <br />Uw%, `� RHIN <br />S ECO T I te'.DN N THRU — A <br />SCALE: 114"- 1' <br />ROOF _VENTILATIQN CALCLLATION- <br />ROOF AREA = 462/300 =1,54 SO. FT. OF VENTEED AREA <br />50% V6\fTW AREA a BIRD BLOCKING <br />I.5W2 =0.77 SQ.FT OF VENTED AREA ® RIDGE <br />AP-50 ROOF VENT W/ AN AREA OF .347 <br />.77/.347 = 4 RE)JIRED VENTS <br />PROVIDE (3) AP-50 ROOF VENTS 1'-0' MIN. FRCW RIDGE <br />_I\EW _R-49 <br />00 <br />+1 <br />SCALE: 114"- 1'-0" <br />2018 I <br />TYP. GRAB BAR DETAIL <br />PER SECTION P330.8 I <br />TO P330,8.5.2 <br />-\AINI /AA" <br />THK. OSE3 PLYWOOD <br />GLUED E NAILED w/ <br />8d COMMON NAILS o <br />6 EDGES, 12" FIELD, <br />JOIST PER PLAN <br />w/ R 30 BATT <br />INSULATION <br />2x4 CRIPPLE <br />WALL PER PLAN <br />-H <br />6 MIL BLACK <br />VISQUEEN OVER <br />EXISTING SLAB <br />CUT E REPLACE-_7L <br />EXISTING SLAB TO <br />ACCOMMODATE NEW <br />FOOTING F, STEM VVA <br />SNOWEP (S TOILET <br />PROVIDE 2x6 PFu2 SOLID BLOCKING <br />TO ALL GRAB BARS. GRAB BARS SHALL <br />HAVE A STPUCTURAI-STPENGTH OF 250 LBS. <br />APPLIED AT ANY POINT ON THE GRAB BAR <br />MIN, 48" <br />Si-IOWEP <br />NTS <br />NTS <br />12 <br />4 <br />EXISTING _2 -12x6 TOP PLATE <br />EXISTING 4x Wz4DER <br />TO <br />REMAIN <br />(Vff?IFY) <br />1\8N 2x2 FURRED <br />WALL, <br />P-10 <br />EXIST .HM. <br />NEVV CEDAR SIDING OR <br />BETTER TO MATCH MATCH EXISTING <br />-1" TI­IK. OSEI S-EATTANG 6' EQGES, <br />16 <br />12" FIELD NAILED WITH 8d COMMON NAILS <br />v 15 FELT MOIST BARRIER (TYPICAL) <br />NIEW w/ 2x6 HFu2 STUD o 16" O.C. <br />P-21 BATT KRAFT INSULATION <br />2THK GV0 PRIME PAINT TO FINISH, <br />2x8 HFt'2 RIM JOIST <br />2x6 PT SILL PLATE WITH 5 0 x 10" LONG <br />8 <br />J -BOLT WITH 7" MIN. EMBEDMENT o 6' lo, c, <br />vv/ 3"x3l`x"' PLATE WASHERS (TYP. <br />4 <br />#4 CONTINCUS BAR TCP AND E30T. <br />4" MIN INTO BISTING STEM WALL B/RD <br />AND F00TI% AT TI-E SDES <br />n3 VERT. REBAR <br />48"0.c. STAWARD <br />HOCK CN EA -SIDE <br />WALL. DETAIL-B <br />SCALE: 3/4' <br />44 PT GUARD <br />POST PER PLAN <br />2 42"DIA. GA- <br />Ti_-paiGH Eo_T� <br />w/ NUTS cnd WA <br />��� <br />2x8 PT RIM JOIST <br />NAILED VVI 3-16d <br />GALVANIZED NAIL <br />DTT2Z (TENSION DEVICE) <br />AT EACH POST NAILED OR — <br />SCREAED ONTO FLOOR JOIST <br />PETAL FLASPING <br />2x8 PT LEDGE2 <br />(SEE LEDGEP DEET. <br />LUS28 a EA. JST, <br />5/4"x4' PT—, <br />DECKING <br />SDS25112----- <br />EXIST , WALL <br />EXIST, FLOOR JOIST <br />Kw "11 <br />OR 13LOl FLLLY TH:�EADED '3/8" DIA, <br />DTTIZ (TENSION DEVICE) --- --- <br />IRC 2015 P311.8-3-2HANDRALS V%-ERE REGURED CN <br />RAM:'S _94A1L BE CO`\1TINCUS FORTI-E FLILL LENGTH OF <br />TI-E RAMP -PAI'CRAL ENDS SHALL F3E RETLR\,ED OP a-IALL <br />TERIVIINATE IN I POSTS ORS TERMNALb. <br />NOT LESS T1-IAN <br />1 4' AND NOT <br />Tki&V1 2" DIA. <br />HANERAIL (CC <br />'END RETLJRN." <br />34" - 39 NI <br />I­-IEIQ4T FROM <br />FLOCR TO TO <br />WANCRAIL <br />NETAL ERACKET <br />c <br />AVA CDT OnCT <br />OR BETTER <br />H AAND"PAIL ur"ETAIL <br />0= <br />NTS <br />