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ENIGIN&RING <br /> 250 4TH AVE. S.. SUITE 200 <br /> EDMONDS, WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> FAX(425) 778-5536 <br /> ---------------------------- <br /> d 1EXIST ROOF RAFTERS&CEILING JOIST @ 24"OC <br /> �1�5 M' rr <br /> p4'�OF,1G3Bf <br /> SISTER 2x6 HF#2 TO EXIST ♦�j�A�y1 <br /> CEILING JOISTS @ 24"OC W/(2) III ujpl�s <br /> 10d NAILS @ 12"OC STAGGERED <br /> ZONAL <br /> 12/01/23 <br /> 2x6 HF#2 @ 24�DC <br /> 2'-0"x 2'-0"x 0'-10"DEEP - CEILING JOISTSFOOTING W/(3)#4 BARS EAWAY BOT,TYP(2)PLCS <br /> Sys t;P <br /> 2I-- +G <br /> I <br /> b <br /> I_� I <br /> SEE NOTE 4 Fa <br /> Z <br /> 0 � <br /> EXISTROOF RAFTERS _ _ ___ D- <br /> &EXIST CEILING JOISTy <br /> @24"OC <br /> EXIST SLAB ON GRADE PROVIDE 2x PTSLEEPERS @ 16" CO S - <br /> OC W/3/4"PLYWOOD OVERTOP. <br /> RIP SLEEPERS AS REQ'D TO o o W\ <br /> PROVIDE LEVEL FLOOR ^' r, <br /> HANGERHUC Q <br /> ATHDR p <br /> o <br /> �________ ____ ___ _______________. 4.6 HF#2 <br /> LI_ _____________________________________ <br /> ------ <br /> HDR p' <br /> Q <br /> SEE NOTE 3 <br /> (1)CRIPPLE& <br /> (1)FH 2x STUD DESIC:N: ERH <br /> DRAWN: JEG <br /> CHECK DTR <br /> - JOB NO: 23350.10 <br /> DATE: 12/07/23 <br /> PARTIAL FOUNDATION & FLOOR FRAMING PLAN © PARTIAL ROOF FRAMING PLAN © 0 <br /> 6 SCALE: 1/4"=1'-0" L SCALE: 1/4'=1'-0" Z J <br /> 2'_0.1 0 2--p� 4'-0„ 2,_0„ 0 2--loll4-_0.. Q FOUNDATION&MAIN FLOOR FRAMING PLAN NOTES: TYPICAL ROOF FRAMING PLAN NOTES: <br /> 1. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL. 1. WALLS SHOWN ON ROOF FRAMING PLAN ARE WALLS BELOW ROOF FRAMING. <br /> 2. BEAMS SHOWN ON ROOF FRAMING PLAN SHALL BE ABOVE DOUBLE TOP PLATE UNLESS USED AS A DOOR OR O Q <br /> WINDOW HEADER. <br /> 3. INFILL WALL W/2x HF STUDS @ 16"OC.SHEATH EXTERIOR OF STUDS W/15/32"PLYWOOD W/8d NAILS @ 12" O <br /> OC AT ALL PANEL EDGES AND STUDS. —1 �{ <br /> 4. PROVIDE DOUBLE 2x6 HF#2 CEILING JOISTS AROUND ATTIC ACCESS. _v <br /> N <br /> Z Z <br /> W OQ <br /> BEAM PER PLAN ~ 0 J <br /> AND SCHEDULE 0 IL <br /> SIMPSON A35 EACH LLI LU :2Q <br /> JOIST DIRECTION 51DE OF BEAM w d W t'n 0 <br /> PER PLAN W m 0 <br /> NOTE: W 0 N Z V <br /> SUPPORTS AT SOLID v�i ILL — � -1 Z <br /> POSTS SIM o a O W W 00 J :2 <br /> —c <br /> STUD WALL STUD N O L <br /> POST PER PLAN WALL H'W O Z Q if <br /> PLYWOOD SIMPSON ABU POST (..)Lu <br /> Lu <br /> SUBFLOOR PER PLAN BASE W/5/8"o x 6" BEAM PER PLAN <br /> SLEEPERS PER TITEN HD ANCHOR AND SCHEDULE <br /> PLAN EXIST 5LAB ON GRADE Q 'Q <br /> SIMPSON LTP4 OR BEAM PER PLAN LLj u- <br /> -- A35 FRAMING N <br /> O. HANG NEW/EXIST CEILING 0 p W <br /> ANCHOR EACH SIDE <br /> OF BEAM JOISTS TO BEAM W/ Q IN ' Q O <br /> SIMPSON LUS HANGER 7E in W <br /> zx <br /> _ BEAM SHEEF: <br /> i - (2)#3 @ 1'-6"TITEN HD SOLID OR MULTIPLE WIDTH, SOLID OR MULTIPLE <br /> DOWELS EA SIDE,DRILL& STUD COLUMN PER PLAN MIN UNO STUD COLUMN PER PLAN <br /> EPDXY W/SIMPSON SET-XP <br /> ^'u <br /> J i i i Ll—l- <br /> SIZE&REINF PROVIDE '-6S1"LONG .� <br /> PARALLEL TO STUD WALL PERPENDICULAR TO STUD WALL PSIMPSONROVIDE C STRAP <br /> PER PLAN <br /> EVERY OTHER JOIST <br /> FOOTING DETAIL TYPICAL FLUSH BEAM SUPPORT DETAILS SECTION <br /> 3 SCALE: 1"=1'-0" SCALE: 1"=1._D, SCALE: 11/2"=V-0" <br />