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1 2 3 4 a�mw <br /> TYPICAL DECK FRAMING w w <br /> (2)PT 2x12 DECK JOISTS AT 16"O.C. o z <br /> W/RAIN-THRU DECKING Z o x o S <br /> w <br /> 13 N Z N o <br /> ®POST CONT TO CONIC WALL w <br /> W/ABU66 POST BASE S6 It <br /> AND%"0 A.SOLi ...._. _ _........ ...---......_ .._..........._...__----. -.--._ - ' o i<w� <br /> S6 S6 S6 -PM <br /> E 4x8 '.® 4x8 "'o a <br /> - - - ------ 0@w <br /> ----- <br /> Iml <br /> --- - 53 16)12 GLBoos VOLOL ¢ € <br /> I <br /> 1 ~ <br /> N, <br /> S6 0 a a <br /> ® <br /> IT 2, <br /> 6 <br /> 1 zrffi <br /> m <br /> 56 10 O1 <br /> w <br /> ' Z <br /> ,, 3 <br /> ' S4 3 m �r8 <br /> m a ooc <br /> p - -—-—- -----— 4x1 S6 —---------—- -—-—-— _ Mm <br /> I <br /> m m LL 16 16, <br /> N92 <br /> I N my N 52S <br /> 2 <br /> I <br /> I <br /> I S6 <br /> � I <br /> I <br /> I <br /> 1YPICAL FLOOR FRAMING <br /> 6 11%"TJI-110 Ai 16"O.C. <br /> 11 S6 <br /> S6 I I W/�"FLOOR SHEATHING <br /> I <br /> I ' <br /> ' o <br /> I <br /> all ® FLOOR FRAMING NOTES: <br /> 5 <br /> i c <br /> 2 S6 v 1. ALL HEADERS iO BE 46 UNLESS NOTED OTHERWISE. <br /> S6 <br /> A 4 6 2. ALL LVL AND PSL BEAMS ARE TO MATCH JOIST DEPTH U.N.O. pN M.✓41 <br /> 4x8 AND ARE FLUSH FRAMED. X49 of wnsq NcC�r <br /> 1%LVL <br /> ®' 3. PROVIDE A35 FROM BEAM i0 PLATE AT ALL FLUSH +, <br /> C _______ ,�,_, • ..�.:. - ;.;.� .,...,::. -- ----- _ - - ------ BEAM BEARING LOCATIONS. 1 <br /> 4 5 LP4. REFER TO DETAIL 20/S6 FOR TYPICAL HEADER FRAMING. •O9o'�ocT a� <br /> $6 S6 ��SS EAG <br /> 5. STUD SPACING TO BE i6"O.C. ONAL <br /> 6. REFER iO SHEET S4 FOR SHEARWALL REQUIREMENTS <br /> g AND HOLDOWN LOCATIONS. <br /> 4"GARAGE 4 S6 <br /> SLAB-ON-GRADE 56 7. Ob INDICATES NUMBER OF 2x BRG STUDS. <br /> W/ 4 AT 24"O.C. i 8. PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4X,6X AND <br /> OVER 10MIL VAPOR z <br /> S6 Q <br /> BARRIER AND 4" MULTI-STUD POSTS iHAi DO NOT BEAR ON FLUSH BEAMS. <br /> CLEAN CRUSHED ROCK 9. o INDICATED INTERIOR BRG WALL PER 5 OR 6/S6 w <br /> FF= 163'-8" <br /> - -- <br /> -- <br /> S5S6 $6 POST SCHEDULE o U' <br /> ( 12 4"INTERIOR 1 _ <br /> S6 SLAB-ON-GRADE SS MARK SIZE (f) F- <br /> OVER 10MIL VAPOR ® DF#2 46 L_ LLJ <br /> BARRIER AND 4" w <br /> 3 CLEAN CRUSHED ROCK © DF2 6x6 J (n <br /> p 55 FF=165'-0" LLf (n z LLJ <br /> I I I I <br /> MAIN LEVEL FRAMING PLAN <br /> CLIENT: <br /> 3 SCALE 1/4"=1'-0" ARCH. STUDIO <br /> DESIGNED BY: <br /> KW <br /> DRAWN BY: <br /> TF/JH <br /> CHECKED BY.- <br /> ii <br /> Y:JJ <br /> DATE: <br /> MARCH 16, 2018 <br /> SHEET NUMBER: <br /> CITY OF EVE RETT S3.1 <br /> REVIEWED FOR PERMIT <br />