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C 4 CM <br /> ENGINEERING <br /> 250 4TH AVE. S., SUITE 200 <br /> EDMONDS. WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> FAX (425) 778-5536 <br /> ---------------------------------------------- <br /> ------------- <br /> I <br /> I <br /> I <br /> I <br /> I I <br /> I I <br /> I I <br /> EXIST ROOF RAFTERS&CEILING JOISTS @ 24"OC $M. <br /> l <br /> NgB27 A ✓'L, <br /> q Rw do`n <br /> I FT v'.' - <br /> I <br /> SISTER 2x6 HF#2 TO EXIST <br /> CEILING JOISTS @ 24"OC W/(2) <br /> 10d NAILS @ 12"OC STAGGERED S L Y 1 <br /> TONAL <br /> I <br /> I IZ/09/75 <br /> I <br /> f2: F#2 @ 24"OCNG JOISTS2'-0"x 2'-0"x 0'-10"DEEP FOOTING W/(3)#4 BARS EAWAY BOT,TYP(2)PLCS ppJ, <br /> y4+s <br /> I I 0 <br /> S�` <br /> 3 �___� 4 yeti SEE NOTE VC, <br /> F 0ts O m <br /> - Z) <br /> EXIST ROOF RAFTERS / 0- <br /> &EXIST CEILING JOISTS o <br /> @24"OC <br /> EXIST SLAB ON GRADE PROVIDE 2x PT SLEEPERS @ 16" QO 5 - <br /> OC W/3/4"PLYWOOD OVERTOP. <br /> RIP SLEEPERS AS REQ'D TO o o w <br /> PROVIDE LEVEL FLOOR <br /> 0 + 2 HUC HANGER Q p <br /> L z .y�'QS J�, % AT HDR N <br /> y'.J Gp, <br /> _____ Y <br /> L______________________________________________� o' <br /> 1 <br /> SEE NOTE 3 <br /> (1)CRIPPLE& <br /> (1I FH 2.STUD DESIGN: ERH <br /> DRAWN: JEG <br /> CHECK: DTR <br /> JOB NO: 23350.10 <br /> DATE: 12/07/23 <br /> PARTIAL <br /> UNDATI N o FLR FRAMING PLAN © PARTIAL ROOF FRAMING PLAN © 0 <br /> 1 SCALE: 1/4"=V-0" 2 SCALE: 1/4"=V-0" Z o r-o a J <br /> " <br /> FOUNDATION&MAIN FLOOR FRAMING PLAN NOTES: TYPICAL ROOF FRAMING PLAN NOTES: r-o" D r-o" 4'-0 <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 /> cj <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/Rd NAILS @ 12'' O <br /> OC AT ALL PANEL EDGES AND STUDS. 8{ <br /> 4. PROVIDE DOUBLE 2x6 HF#2 CEILING JOISTS AROUND ATTIC ACCESS. ~r <br /> 0 <br /> Z Z <br /> W O Q <br /> BEAM PER PLAN a J <br /> AND SCHEDULE C) <br /> SIMPSON A35 EACH :2Q <br /> JOIST DIRECTION SIDE OF BEAM W M Q <br /> PER PLAN 0 <br /> NOTE: N Z Z <br /> SUPPOTS AT SOLID o a LaN <br /> POSTS SRIM N O STUD WALL STUD <br /> POST PER PLAN WALL O O Q � if <br /> PLYWOOD SIMPSON ABU POST �l <br /> SUBFLOOR PER PLAN BASE W/S/B"P x 6" BEAM PER PLAN N <br /> TITEN HD ANCHOR AND SCHEDULE Z J <br /> LL- <br /> SLEEPERS PER Q <br /> PLAN EXIST SLAB ON GRADE SIMPSON LTP4 OR BEAM PER PLAN N Ld <br /> -- A35 FRAMING O <br /> ANCHOR EACH SIDE HANG NEW/EXIST CEILING Q 00 LaOF BEAM JOISTS TO BEAM W/ Q N ' Q O <br /> SIMPSON LUS HANGER Lo La <br /> zx x x x <br /> dg <br /> �—{ — BEAM SHEET: <br /> (2)#3 @ 1'-6"TITEN HD SOLID OR MULTIPLE WIDTH, SOLID OR MULTIPLE <br /> DOWELS EA SIDE,DRILL& STUD COLUMN PER PLAN MIN LINO STUD COLUMN PER PLAN <br /> r _ EPDXY W/SIMPSON SET-XP <br /> m PROVIDE CS1 LONG . <br /> SIZE&REINF PARALLEL TO STUD WALL PERPENDICULAR TO STUD WALL SIMPSON C516 STRAP <br /> PER PLAN <br /> EVERY OTHER JOIST <br /> FOOTING DETAIL d TYPICAL FLUSH BEAM SUPPORT DETAILS SECTION <br /> 3 SCALE: 1"=1'-0" T SCALE: 1"=1'-0" SCALE: 11/2"=1'-0" <br />