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J <br /> EXTERIOR WALL_____—,j�~ <br /> SOLID BLOCKING OVER POSTS/ (R 21) Oni BOTTOM <br /> 2x10 RIM JOIST I� I PLATE <br /> / PROVIDE INSULATION-- r_.\—(....)- w <br /> z 11 (�rl(�(1 <br /> PT 2X6 SILL PLATE W/5/8"dia.x10"— ��' I I i ,' ' o <br /> �„ i� 2x10 FJ @ 16"OC ANCHOR BOLT.EMBED MIN T'INTO NII R3O, <br /> �11 ����1��1�ii"► - 1 ' ` ' <br /> CONC.&WITHIN 12"OR SILL ENDS . U U U U ll Li <br /> (R-30 BATT INSUL) W/3"x3"x1/4"STL WASHERS 1„E-� m <br /> SPACING PER PLAN11: (2)#4 TO"&BOTT <br /> imi ''' BEAM PER PLAN <br /> PC44 POST CAP FREE DRAINING BACKFILL. <br /> N z MIN 12"INK.1/2"-1-1/2" - IR <br /> #4 VERT.@18"oc o <br /> -F PT 4x4 POST or OVER 90#ROOFING TI1- O iL <br /> W/SIMPSON PB44 UNIFORM SIZED GRAVEL I l I <br /> NO FINE ALLOWED -IZO 1T I I. <br /> 4"PERFORATED FOOTING — �' •MIL.BLACK POLY VAPOR BARRIER- w <br /> 3" N CLR <br /> 6 MIL.BLACK POLY VAPOR DRAIN W/MIRAFI 14ONSL ---• ''' <br /> " : i-OVERLAP 12",TAPE SEAMS C <br /> (2) BOT.EA. BARRIER.OVERLAP 12", FILTER FABRIC OR EQ. CONT.UP WALL d <br /> z <br /> WAY TAPE SEAMS CONT.UP WRAP TO SURROUND WASHED 16"g ROOF CONSTRUCTION- <br /> FOOTING FTG COARSE GRAVEL(AROUND DRAIN g (2)#4 BARS CONT. 25 YR.COMPOSITION ROOFING <br /> ENTIRE FOOTING. 0/15#BUILDING FELT <br /> PER PLAN \ @ 18"HEIGHT) V) <br /> 3"MIN.ABOVE BOTT J <br /> ALL REINFORCEMENT MUST BE TIED INTO OF FTG 0/7/16"OSB or SOLID CDX 24-0 PLYWD SHTG I-I <br /> PLACE FOR FOUNDATION INSPECTION (SOLID SHTG:OR CDX PLYWD WHERE EXP.TO WEATHER) Q <br /> O/APPROVED TRUSSES BRG.MFG.SEAL Z IJ..I I • <br /> — <br /> POST& BEAM DETAIL - INSULATION R49 0 Q W <br /> FOUNDATION WALL DETAIL � �-- o <br /> 2 24"BAFFLE.ALLOW FOR 1"AIRSPACE. b WZ <br /> (1) / EXTEND 12"ABOVE INSULATION W ° Q <br /> ROOF CONSTRUCTION- /, (n .- <br /> 25 YR.COMPOSITION ROOFING SOLID BLOCKING at Unit A location J r-R H <br /> O/15#BUILDING FELT R7►9 f / per Sht A 8 J Q Q <br /> 0/7/16"OSB SOLID CDX 24-0 PLYWD SHTG ,`I E I n f , Elsewhere 2x BIRD BUCG allowed < I- <br /> SHTG.OR CDX PLYWD WHERE EXP.TO WEATHER) I I i I I I I hip• {It • Wwn si n r�esidrantnmholes <br /> a mesh covering. <br /> z <br /> (SOLID TA a• M <br /> O/APPROVED TRUSSES BRG.MFG.SEAL <br /> INSULATION R49 or R38/adv. 1/2"GWB DBL 2x6 r O <br /> • �\ _ 2x BIRD BLKG W/2"SCREENED TOP PL v= <br /> - \ VENT HOLES 1/4"CORROSION NOTE 1:SOLID BLOCKING at Unit A <br /> RESISTANT METAL MESH 4, location per plan Sht.A-8 (per Table 302.1) U 8 <br /> • COVERING _ Roof eave fire resistance rating shall be permitted to be <br /> SECOND LEVEL .i reduced to 0 hours if fire solid blk'g is provided from the I o w a' <br /> top plate to the underside of the roof sheathing. w U_ e <br /> �/� PRE-FIN 26 GA. Provide Coravent In-Vent attic venting for lower roof; axi _ <br /> / <br /> METAL GUTTER R21 portion. at w <br /> I DBL2x4 0/1x8 CEDAR FASCIA o _ 7 u) m <br /> 18" 0 ..: <br /> TOP PL m EXTERIOR WALL- .,,, c <br /> 0 OH HARDIE SIDING OR SHINGLES PER ELEV. a) <br /> 4" 2x6 BOTT _ O/HOUSE WRAP(LAP WEATHERPROOFc <br /> • PLATE = MEMBRANE 4"MIN.) o >4'7 c(,;),5 N <br /> HANDRAIL ! O/1/2"APA RATED PLYWD SHTG OR - a <br /> :.(L 2X2 BALUSTERS / T.o.sueFlx 0/2x6 STUDS @ 16"oc(W/R21) .•faN®ORFWTED Z .� EXTERIOR WALL- T.O.PLATE FJ PER PLAN In <br /> 1/2"GWB(INT.SIDE),PAINTED N m to .5 <br /> SIDING PER ELEV. �' o " of Q <br /> 1 X SHOE RAIL ul GARAGE r Rim board Uio <br /> 11111/71 O/HOUSE WRAP i3 U s„, r-FOR U1/2”GWB DBL 2x6BALUSTERS <br /> koP_ <br /> � �� 4 (LAP WEATHERPROOF MEMBR.4") U.N.O. TOP PL <br /> 011/2"APA RATED PLYWD SHTG o. <br /> �_I NOSING OF ;� <br /> in " 0/2x4 STUDS @ 16"oc 1 APPROVED VAPOR RETARDER WILL <br /> I�1I TREAD " " 1/2"GWB,TAPE/MUD BE PROVIDED ON THE WARM SIDE OF <br /> ��' PT 2x4 SILL PLATE W/1!2"dia.x10" INSULATION PER WSEC 5021.6.1 <br /> <c'?1 I I • ANCHOR BOLT.EMBED MIN 7"INTO INCLUDING AT RIM JOIST AREAS WITHIN • N <br /> 'II CONC.&WITHIN 12"OR SILL ENDS ...2;4 <br /> FLOOR ASSEMBLIESNr <br /> II 1-1/8"PART.BOARD W/3"x3"x1/4"STL WASHERS Q FIRST LEVEL vo 0 <br /> BULLNOSE TREADS SPACING PER PLAN o z N. '? <br /> GLUED&SCREWED L-� <br /> —(3)2 X 12 STRINGERS ;. O N E <br /> 4"CONC.SECTION 1/2"PLYWOOD RISERS <br /> W/W W M SLAB FROM WALLE AWAY 6"TO 10' AN HOR BOLT..EM ED MIN 7"NTO T m C C' �1 <br /> 1/2"GWB f / @ CONC.&WITHINI2"OR SILL ENDS . rl w-600r6C <br /> ,.:. fo Fin.Gr. WI3"x3"x1/4"STL WASHERS j p , N H <br /> UNDER STAIRS i j- > c co <br /> SEE DETAIL 2lA-10 o N ea c <br /> (R302.7) 4"CONCRETE SLAB/ FOR REBAR to <br /> FREE DRAINING BACKFILL. TO SURFER R30� - FIN.GRADE TO SLOPE AWAY `n w > w <br /> w/6x610l10WWM i ; i <br /> O/6MILBLKV.a 'to 7 L.—•- MIN12"THK.1/2"-1-1/2" ., iI, II-,Iali Itl .;ila FROM BUILDING@6"In10' <br /> O/4"GRANULAR FILL UNIFORM SIZED GRAVEL. FJ PEft: •.t.;Ij�),iJ„vlJ;,t/U, :Lk t. <br /> STAIRWAYS-IRC 311.7 I NO FINE ALLOWED 3 <br /> Minimum Requirements I 18" I SEE DETAIL 2/A-10 I I 0D, t- o <br /> Baluster spacing 4"clear max. T t FOR REBAR • - • - FREE DRAINING BACKFILL. <br /> Minimum width is 36 inch 4"PERFORATED FOOTING DRAIN CRAW LSPACE - - MIN 12"THK 1/2"-1-1/2" DATE: <br /> W!FILTER FABRIC '_- Ce UNIFORM SIZED GRAVEL. <br /> Maximum 7-3Ain.rise WRAP TO SURROUND WASHED > <br /> Minimum 10 in.run(wI 3/4 in.to 1-1/4in.nosing) ALL REINFORCEMENT MUST BE TIED INTO 6 MIL.BLACK VAPOR BARRIER, , NO FINE ALLOWED 7/3/2015 <br /> COARSE GRAVEL(AROUND � 16^� � <br /> Minimum 6`-8"head room(cir.abv nosing) PLACE FOR FOUNDATION INSPECTION DRAIN @ 18"HEIGHT) OVERLAP 12",TAPE SEAMS 4"PERFORATED FOOTING DRAIN WHERE REQUIRED , <br /> Handrail 34"-38"above tread nosing CONTINUE UP WALL W/MIRAFI14ONSL FILTER FABRIC OR EQUAL SCALE: <br /> Handrail grasp dimension 1-1/4in.min.-2in.max. WRAP TO SURROUND WASHED <br /> ALL REINFORCEMENT MUST BE TIED INTO COARSE GRAVEL(AROUND DRAIN @ 18"HEIGHT <br /> PLACE FOR FOUNDATION INSPECTION <br /> , 0 STAIR DETAIL-.CLOSED TREADS ED ONE STORY SECTION(Garage) CD TYPICAL 2 STORY WALL SECTION p I SHEET: <br /> These plans MAY NOT BE reproduced without specific A_1 0 <br /> permission of ESG Residential Design, Marysville,WA <br />