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WALL FOOTING SCHEDULE <br />PAR SIZE PER WALL <br />LAP SPLICE LENGTH <br />STD HOOK LENGTH <br />#4 <br />2'-6" <br />0'-8" <br />#5 <br />3'-0" <br />0'-101, <br />#6 <br />11 <br />31-8 <br />dq 1-011 <br />#8 <br />51-0" <br />q 1-311 <br />�H <br />FOOTING WIDTH PER PLAN <br />FOOTING DEPTH <br />REINFORCEMENT <br />LONGITUDINAL <br />TRANSVERSE <br />1'41 <br />8" <br />(2)#4, CONT <br />N/A <br />2'-0" <br />8" <br />(3)#4, CONT <br />N/A <br />2'-611 <br />101' <br />(3)#4, CONT <br />#4@12"6.0 <br />5/8"0 ANCHOR BOLT W/3"X3"X0.229" PLATE <br />2 <br />WASHER. SPACED PER SW SCHEDULE <br />(4"X4"X0.229" AT ALL DOUBLE SIDED <br />1/2" <br />SHEARWALLS) <br />MAX <br />REF FRAMING AND SHEAR DETAILS FOR <br />i <br />FRAMING AND NAILING REQUIREMENTS <br />T/CONC <br />#4H AT 12" O.C. <br />_ <br />#4V AT 18" O.C.-' <br />T/CONCRETE TO BE HELD <br />-I I— <br />8 <br />DOWN 1 AT ALL DOUBLE <br />SIDED SHEAR WALLS TO <br />BACK FILL TO T/FOOTING MIN <br />ALLOW FOR 3x SILL <br />Lu <br />PLATE. LOCATE PER <br />® <br />-� <br />SHEAR WALL PLAN <br />SOG WHERE <br />Lu <br />3" CLR OCCURS <br />I) <br />IIi1� <br />��� <br />III <br />PER PLAN <br />I—i <br />REINFORCEMENT PER STEM <br />PER PLAN <br />WALL FOOTING SCHEDULE, <br />NOTE: SIM AT GARAGE SLAB <br />UNO ON PLAN <br />W/BACKFILL TO B/SLAB <br />STEM <br />WALL <br />AT EXTERIOR <br />#4 x 36" BAR @ 24" CENTERED SLAB PER PLAN <br />HORIZONTALLY ON JOINT <br />I <br />CONSTRUCTION JOINT <br />SAWCUT OR 1%" <br />PREMOLDED JOINT SLAB PER PLAN <br />CONTROL JOINT <br />NOTES: <br />1. PROVIDE CONSTRUCTION / CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE <br />AREAS OF 225 SF MAX, WITH A MAXIMUM PANEL RATIO OF 1.3 TO 1.0. <br />2. USE EARLY -ENTRY DRY -CUT SAW AS SOON AS PRACTICAL. SAWCUT ALONG <br />SHORT DIRECTION OF POUR FIRST. <br />T/SHEATHING mk I FLOOR SHEATHING, TYP <br />10d NAILS AT BLCOKING <br />A (2 zit 11 <br />D D <br />D <br />R 4 <br />a <br />} <br />SIM AT BEAM <br />PARALLEL TO WALL <br />BEAM PE <br />(4) 2x6 ( <br />(5) 2x4 ) <br />d E t <br />E <br />1 5 <br />um <br />i t <br />s� tI <br />I <br />FLOOR FRAMING <br />I <br />LSL BLKG <br />SILL PLATE NAILING PER <br />16d AT 4" O.0 <br />PER PLAN, TYP <br />i <br />SW SCHEDULE \ <br />CONTINUE <br />SHEATHING TO RIM <br />10d AT 6" O.C. <br />WALL ABOVE PER <br />ll <br />ill <br />10d AT 4 O.C. <br />2X4 BLKG FOR CEILING <br />ATTACHMENT SPACING AS <br />REQUIRED FOR GYP ATTACHMENT <br />>< <br />SOLID BLOCKING @ 48" O.C. W/ <br />(2) 16d NAILS EA SIDE <br />PLAN (LOCATION <br />VARIES) <br />RIM PER PLAN <br />-- ---------7V-4 <br />N07 <br />DTC CLIP EA BLOCKING <br />�_— <br />FULL DEPTH TRUSS BLKG <br />DS CLIPS @ 16" O.C. <br />NAILING ZONE <br />NON -BEARING WALL PER PLAN <br />-- _� <br />— — — <br />UPSIDE DOWN <br />HANGER PER PLAN <br />WALL PARALLEL TO FLOOR FRAMING <br />— — <br />LTP4 AT 16 O.C. <br />CANTILEVER FLOOR <br />T/SHEATHING <br />FRAMING PER PLAN <br />TRUSS BLKG UNDER ;! <br />7/16" SHEATHING <br />2x6 AT 16 O.C. <br />FLOOR <br />SHEARWALL <br />W/ 8d AT 3" O°C. <br />SHEATHING, TYP -7 <br />16d AT 4°' O.C. <br />T01 <br />U <br />PER ARCH <br />SHEAR WALL PER PLAN <br />l�i%Il <br />BEAM PER PLAN <br />PANEL EDGE NAILING ili <br />FLOOR FRAMING <br />I �;��, PER PLAN, TYP DTC CLIP @ 48" O.C. <br />1'-4" NO <br />NAILING ZONE NON -BEARING WALL PER PLAN <br />WALL PERPENDICULAR TO FLOOR FRAMING <br />61 CANTILEVER I I T NO'Ni-BEARING WALL <br />0 <br />O <br />N <br />- RADIUS <br />4D FOR #8 AND <br />SMALLER <br />D = BAR DIAMETER <br />FLOOR <br />" AT PLATES <br />STUD <br />A35 AT STUD <br />L PLATE <br />10d NAILING PER SW BELOW <br />(SW6=6"O.C., SW4=4"O.C., <br />SW2=2"O.C.) <br />2x10, TJI/TRUSS BLKG, OR 10d AT 6" O.C. <br />1 1/4" LSL or SHEAR TRUSS <br />BLKG (SHEAR WALL ONLY) ��--2xlO, TJI/TRUSS BLKG <br />16d TN AT 6" O,C. <br />LTP4 OR A35 <br />PER SW SCHEDULE <br />�_L__ FLOOR <br />LAP JOISTS <br />OVER BRIG WALL <br />16d PER SCHEDULE (6" 16d PER SCHEDULE (6" EDGE NAILING PER <br />O.C. MAX) O.C. MAX) 77 SCHEDULE <br />10d AT 6" O,C. <br />LPT4 PER SCHEDULE, lOd AT 6" LPT4 PER SCHEDULE, <br />IF SPLICED ON RIM 0°C' IF SPLICED ON RIM LSL RIM <br />W/PANEL EDGE NAILS LSL RIM W/PANEL EDGE NAILS LSL BLKG <br />PER SW SCHEDULE NO PER SW SCHEDULE NO L_,_ T/FLOOR <br />CLIP WILL BE REQ'D, - -- CLIP WILL BE REQ'D.31 I <br />SW SHEATHING SW SHEATHING <br />W/PANEL EDGE 16d TN EA W/PANEL EDGE 16d TN EA <br />NAILING INTO PLATE �� SIDE JOIST NAILING INTO PLATE �; SIDE JOIST <br />A35 PER <br />SCHEDULE <br />ONE-SIDED SHEAR WALL TWO-SIDED SHEAR WALL <br />FLOOR JOIST PER PLAN, TYP ' ` IM AT 12" O,C. TOP <br />HANGER PER PLAN AND BTM EA SIDE <br />2 OR 3 PLY BEAM <br />T/FLOOR <br />FRAMING <br />IF INTERSECTING WALLS HAVE DIFFERENT SIZE OF HORIZONTAL REINFORCEMENT, <br />CORNER BARS MATCHING LARGER REINFORCEMENT SIZE AND SPACING TO BE USED <br />I AD CDI Trr- <br />STD HK INTO WALL (ALT <br />HOOK DIRECTION) <br />®a <br />u <br />v <br />v <br />CORNER BARS TO MATCH a <br />LOCATION OF HORIZONTAL <br />WALL REINFORCEMENT <br />PLAN CORNER <br />WALL SHEATHING <br />AND NAILING PER <br />SW SCHEDULE <br />LTP4 NOT REQ'D IF <br />SHEATING IS SPLICED 0 <br />RIM PER SW SCHEDULE <br />AT 48" O.C. <br />fi A v 1 <br />iiiP IN <br />i <br />a i <br />I' <br />i [ E � i� <br />} <br />i f <br />i <br />i <br />t _- � , <br />l <br />SPLI( <br />AI n11 FflYFI I fl(i <br />16D COM NAILS @ 3" <br />STAGGER <br />JOINT <br />PLATE JOINT <br />E @ STUD TYP_/1.61) <br />COM NAI <br />STAGGER OTI <br />WALL FRAMIN <br />PLAN <br />BDC COMMENT REVIEW (12-9-21) <br />SGS <br />M RT <br />9/8/202 1 <br />24X36 SH E'ETo 1/4" = V-10" <br />.j <br />.S @ 12" <br />ERWISE <br />S PER <br />ce <br />