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LEGEND <br /> PROVIDE ADDITIONAL REINFORCING AT (,--- PROPOSED CONRETE WALL W Lr) <br /> PROVIDE CONCRETE CORNERS OF CONCRETE WALLS AND '---1 (, Z o <br /> REINFORCMENT AT T <br /> FOOTINGS PER 1/18 EXISTING CONCRETE WALL Z Q <br /> rS� OPENINGS PER 2/16 J1 Jb _ _ - - - _ V-1 F= <br /> B O O CONCRETE FOOTING — of <br /> 32"W x 18"H - - - - - - ALL THREAD HOLD DOWN A r-N <br /> - - - - - - - - - - - - - - - - - - - JL HDX - T ¢ wC.) <br /> r-------------- -------- <br /> -- ------------ ---------------j ZO (1D END OF SHEARWALL ABOVE L1J >� <br /> SECTION VIEW a`i <br /> 1 r--------' --- --------- — — — — — — — — — — — — — — :iI Z <br /> I 1 Q W <br /> I SX z LLI ��� <br /> SSTs I j .I I I i I p�ql [] POST/BLOCKING C) = � 00 <br /> 2� I •1 I NEW FOUNDATION TO EXISTING 1 'I I 4 11 EX OPENING J_ C <br /> 6'-0" INFILL _ <br /> FTG 2'-6" x 21-6"x12" THK j I FOUNDATION CONNECTION PER 0 8"x16" CONIC COL I I 1 16 PER DETAIL 2/15 <br /> W/(3) 4 EA WAY I i I 5/16 (BOTH SIDES) o°_° PER DETAIL 1/15 I i` i I w <br /> r 7---------1 I I g cv® P Z L <br /> 5 I 1 j I OJ 5 PER WASHINGTON ENERGY CODE SECTION 406, TABLE <br /> i \ I ,'1 , 15 r - - , 15 I i I 2 406.2 OPTION 1A: <br /> \I` • U=0.28 FENSTRATION IN MAIN FLOOR ADDITION. <br /> _-------�•`� j ',� I I - - - J I • R-10 RIGID INSULATION BELOW SLAB IN ADDITION. <br /> -- 4 I - - - - - - - - - - - - - - � � - L. r- Z ! <br /> - - - - - :" . <br /> I. -------- �- — L - - - - - - - - - - - - - - J I I y0 y0 j,• ---5-6-- G G --------o&, <br /> 4 STUD WALL <br /> --------- ABOVE TURN DOWN <br /> 2 - ----------- i <br /> I <br /> I I FTG PER 7/15 <br /> I I TYP SOLID BLOCKING BTWN 8"x16" CONC COL I <br /> I; ~------- I POSTS (ABOVE) AND SILL PLATE I <br /> I I PER DETAIL 1/15 <br /> 17'7" <br /> 1--------- I I Tom', <br /> I I I FTG 2'-6" x 2'-6" x 12" THK <br /> I•"1 I' I W/(3) #4 EA WAY j <br /> THIS LINE REPRESENTS NEW PERIMETER 1 O <br /> I I I an SHELF TO SLAB TRANSITION PER 'PERIMETER I -� <br /> STEPPED FOOTING' DETAIL SHEET 4/15 <br /> I I ,° TURN-DOWN I I <br /> I + - "" I FOOTING 8" DEEP <br /> • 1 i <br /> r I _ , I I 1 <br /> w r------ O <br /> --- I I <br /> 1505 J <br /> CONC PEA <br /> •-. <br /> I I <br /> ---J'-- Ir___ I— -1- L----- I <br /> E 6x8 BEAD it EX 6x8 BEAM I EX 6x8 BEAM I I I i Lx 6x8 BEAM_ .r EX 6x8 BEAM CRAWLSPACE Z <br /> ——— -r I————— I I — I 1 11 9.6„x17'0" <br /> 1 ---� L----- ----- L-- -� -- I L----J --- . <br /> ---- --- <br /> 1 20"x2O" CONCRETE PAD I I <br /> 6x6 WOOD 1 20"x20" CONCRETE PAD (TYP) N \ <br /> I POST (TYP) 1 a o <br /> NEW POST AND 20"x20" CONCRETE j j 20%20" CONCRETE FOOTING <br /> I FOOTING (BELOW FLOOR SLAB) BRICK CHIMNEY (BELOW FLOOR SLAB) yv® O <br /> I <br /> w <br /> I I TURN-DOWN FOOTING 8" DEEP <br /> (NORTH WALL TO SOUTH WALL) <br /> I I I 1 Z <br /> I <br /> 1 <br /> I N O <br /> REPLACE SLAB ON GRADE BELOW PER DETAIL 3/15 j <br /> I I I LL <br /> I THIS LINE REPRESENTS NEW PERIMETER SHELF .i ° I <br /> ' TO SLAB TRANSITION PER 'PERIMETER STEPPED w I I I PLAN NOTES: <br /> I FOOTING' DETAIL 4/15 <br /> I 1 <br /> • I � ________________________________� 1. SEE 1/16 FOR TYPICAL HOEDOWN REQUIREMENTS AT CONCRETE <br /> ----------- ----------------------------------- --------------J----y---- <br /> WALLS AND FOOTINGS. <br /> 10 <br /> s <br /> 2. WHERE NEW CONCRETE WALLS AND FOOTING ABUT EX. CONCRETE, <br /> EMBED HORIZ. REINFORCING PER 5/16 OR PROVIDE DOWELS #4 x <br /> - ,- 2'-0' TO MATCH HORIZ. REINFORCING AND EMBED PER DETAIL. <br /> FOUNDATION/MAIN N 2' o' 12 Of 19 <br /> FLOOR JOIST PLAN <br /> Scale in Feet <br /> Scale 1"=4' <br />