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"xi&" CONCRETE PILASTER w/ (4) 3Y2" THICK SLAB REINF. W/ 24" <br /> 8 VERTICALS & 4 TIES ® 12" y R W2.9xW2.9 6x6 W.W.M. CTR'D <br /> Ln <br /> 2" RIGID INSULATION ZEE BARS #4 ® 16"oc Z o <br /> TYPICAL <br /> w� Z O <br /> SHEARWALL AND SLAB ( . . �12 MIL PLASTIC SHEETING VAPOR BARRIER 24" � j— <br /> HOLDDOWN PER PLAN \\\\\ \\\ \ \\\\\' 4" FREE—DRAINING GRANULAR FILL 4 �_ <br /> NON—WOVEN DRAINAGE GEOTEXTILE r,k <br /> (LAY AT BASE OF EXCAVATION) { LLI Q ¢00 <br /> 1 " CLR Li <br /> (TYP) —6'-7" EXISTING <br /> / CONTROL <br /> JOINT FORMER 'ZIP STRIP' 1�" WALL Z °' V) <br /> / DEEP (CUT ALT. WIRES AT JOINT) 7'-1" MIN TO BOTTOM Z } cn <br /> (2) �j4 HORIZ TOP ! 4„ OF FLOOR JOISTS O 00 <br /> AND BOTTOM. LAP AS <br /> I HOWN AND EMBED 5" <br /> IN rtr5, ..?�. J �j >w <br /> SET—XP EPDXY CONTROL — — r y " I"`MAX) SLAB ON GRADE 0Y <br /> 'A #4 x14I§" LONG w/ 4Yi' CONCRETE I JOINT �, � r ` ' "" - a (12 <br /> THIS SHEEP <br /> EMBEDMENT. EPDXY w/ SIMPSON AT <br /> ADHESIVE (TYP EA END OF EA TIE) a a I (3) #4 HORIZONTAL 11 IM4, <br /> CUNC. 2ND POUR 1ST POUR— \ \ \ \\FOIJI�IUA'?'fON \,��\,. �\j%�� \j •\ � <br /> } 8, <br /> EXISTING CUPICREIt. FOiJNDA110vEIx rI1T �_ �f � <br /> CONSTR. —— <br /> (1) a EA END of JOINT ^' PERIMETER STEPPED FOOTING 4 <br /> OPENING VERT. EMBED ° n !/A�\ �\/\��/�/�`���/�//�%n�/�% NTS <br /> CONCRETE COLUMN 5" 114 SET—XP EPDXY L. <br /> NTS „, SLAB-ON-GRADE (INSULATED)� <br /> FOUNDATION WINDOW INFILL 2 NTS <br /> NTS <br /> OVERLAP/BEAR NEW JOISTS 3" MIN <br /> EX SILL PLATE ATTACHED W %" <br /> 8d 0 6" oc PANEL THREADED RODS EMBEDEO 7" IN <br /> EDGE NALING TYP. SET—XP EPDXY GROUT 36"oc . <br /> OVERLAP/BEAR NEW JOISTS 3" M#N <br /> 8d ® 6" oc PANEL <br /> 2x BLOCKING TYP. EX JOIST PER PLAN EDGE NALING TYP. <br /> ' A35 0 32"oc <br /> DBL TOP PLATE <br /> NEW JOIST PER PLAN x U J <br /> (2) 2x8 HDR NEW JOIST PER PLAN- EX JOIST PER PLAN <br /> 3" MIN ' ! DOUG FIR NO. 1 <br /> 20 STUD 0 16"oc <br /> 2x BLOCKING TYP. <br /> TOP PLATE. <br /> LAP <br /> EX CONCRETE WALL JOINTSMIN 48" <br /> W <br /> 34" RO <br /> 7—1 2x4 STUDS 16"oc <br /> MIN <br /> (WALL THIS DETAIL) <br /> 2x4 PT WITH (2) LAYER <br /> ASPHALT IMPREGNATE gy" ANCHOR BOLT <br /> BUILDING PAPER BETWEENWOO AND CONCR 48"oc W/ MIN 7" EMBED. <br /> UNDERPIN. (1) #4 ® 12"oc. 2x4 PT WITH BUILDING <br /> LAYERS ASPHALT <br /> EMBED 6" IN SFT—XP EPDXY. RIGID INSULATION WOOD GAND EDCONCRETE <br /> PAPER BETWEEN <br /> SLAB ON GRADE %" ANCHOR BOLT ® CONT. 4" THICK SLAB REINF. W/ <br /> NOTES: 48"oc w/ MIN 7" EMBED. <br /> W2.9xW2.9 6x6 W.W.M. CTR'D. <br /> 1. 2 STUDS MINIMUM AT ENDS OF ALL WALLS AND AT EACH SIDE OF (2) 4 CONT. <br /> (2) CONT. #4 ALL OPENINGS. <br /> " 10" 2. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS AND _ 8" <br /> _ TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D J _ <br /> ° NAILS. #4 ® 16" oc <br /> ALT. HOOKS 8„ I� 3. FACE NAIL DOUBLE TOP PLATE WITH 16D NAILS AT 12"oc AND LAP 16" <br /> 7( MINIMUM 48"oc AT JOINTS. PROVIDE SIX 16D NAILS AT 4"oc EACH <br /> 16" SIDE OF JOINT. / 1 1 16 of 19 <br /> FLOOR FRAMING TOE CONCRETEFOUNQ TION 5 TURN DOWN FOOTING SUPPORT WALL 6 <br /> NTS NTS <br />