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BREAK SHEATHING ON PLATE AS <br />SHOWN. SEE NOTE FOR ALTERNATE. <br />SHEARWALL PER PLAN <br />(WHERE SPECIFIED) DIAPHRAGM EDGE NAILING <br />SHEARWALL EDGE NAILING INTO RIM JOIST (10d 0 6" <br />(WHERE APPLICABLE) 16d NAIL )EACH JOIST <br />LTP4 FROM BOTTOM PLATE TO (USE SDSY4"x4X" SCREW <br />RIM JOIST PER SCHEDULE (AT SHEARWALL ONLY FOR 3x BOTTOM PL TES) <br />LPT4 FROM RIM JOIS <br />TO TOP PLATE PER <br />SCHEDULE (AT <br />SHEARWALL ONLY) <br />SHEARWALL EDGE NAILING <br />(WHERE APPLICABLE) <br />SHEARWALL PER PLAN <br />(WHERE SPECIFIED) <br />FLOOR JOIST <br />NOTE: THE LTP4 AND THE <br />3x BOTTOM PLATE MAY <br />BE ELIMINATED FOR THE <br />SHEAR CONNECTION FOR <br />SHEARWALL #'S 1-5 IF <br />THE SHEATHING FROM THE <br />SHEARWALL IS BROKEN <br />ONLY AT THE CENTER OF <br />THE RIMJOIST AND NAILED <br />TO THE RIMJOIST W/ (2) <br />ROWS OF PANEL EDGE <br />NAILING. <br />`- JOIST PER PLAN (I --JOIST <br />SHOWN, SOLID SAWN SIMILAR) <br />\-1Y4" RIM JOIST (MINIMUM) <br />(2)16d NAILS EACH JOIST <br />TO TOP PLATE <br />BREAK SHEATHING ON PLATE AS <br />SHOWN. SEE NOTE FOR ALTERNATE. <br />SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM <br />(WHERE SPECIFIED) JOIST (10d 0 6" o/c MIN) <br />SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SDSY4"x4" SCREW <br />(WHERE APPLICABLE) FOR 3x BOTTOM PLATES) <br />LTP4 FROM BOTTOM PLATE TO RI 2 BAYS OF JOIST BLOCKING 4� 48" o/c w/ <br />JOIST PER SCHEDULE (AT SHEARWALL (3)10d NAILS INTO EACH BLOC <br />ONLY) <br />LPT4 FROM <br />JOIST TO TOP PLATE <br />SCHEDULE (AT SHEARWALL ONLY <br />SHEARWALL CONNECTION <br />ONE #4 REBAR <br />IN SHEAR CONE <br />(12" MIN. REBAR <br />LENGTH) <br />F�OM CORNER <br />SILL PLATE AND ANCHOR BOLTS - <br />PER SHEARWALL SCHEDULE. (USE <br />2x6 P.T. SILL PLATE W/ %" 0 <br />J—BOLTS 0 48" O/C MIN.) <br />BACKFILL W/ POROUS <br />MATERIAL (TYP) <br />mi <br />FROST DEPTH <br />(18" MIN) <br />I 8 ti <br />�.. ... <br />4" 0 PERFORATED PLASTIC PIPE. - <br />CENTER IN ONE CUBIC FOOT OF <br />FREE DRAINING GRAVEL AND DRAIN <br />TO APPROVED OUTFALL <br />LAYERS OF 90# <br />T OR EQUIVALENT <br />PER PLAN <br />`8" WALL w/ #4 BARS ® 18" o/c <br />EACH WAY. (2) #4 BARS ® TOP. <br />HOOK VERTICAL BARS INTO FOOTING <br />a. <br />-- ALTERNATE HOOK DIRECTION. <br />'16" \_(2) #4 BARS <br />CONTINUOUS <br />FNDNHEARWALL CONN <br />Scat F ."-1-n <br />SHEARWALL EDGE NAILING <br />(WHERE APPLICABLE) <br />SHEARWALL PER PLAN <br />(WHERE SPECIFIED) <br />►�1 <br />FLOOR FRAMING PER PLAN (I —JOIST <br />SHOWN, SOLID SAWN SIMILAR) <br />1X" RIM JOIST (MINIMUM) <br />FROM BLOCKING TO TOP PLATE <br />30" MI <br />REBAR <br />LEN GTF <br />2 <br />CLEAR SPAN <br />17" MAXIMUM <br />ONE #4 REBAR <br />IN SHEAR CONE <br />(12" MIN. REBAR <br />LENGTH) <br />FROM CORNER <br />HOLDOWN 5CHEDULE <br />TOR HOLDOWN5 INSTALLED IN NEW EOUNDATION5 <br />MODEL <br />ANCHOR BOLT <br />THRU BOLTS OR <br />NAILS/SCREWS <br />EMBEDMENT/ <br />STRAP <br />MINIMUM <br />EDGE DIST. <br />I® <br />de <br />LENGTH <br />LSTHD8RJ <br />N/A <br />(24) 10d COMMON <br />8" EMBED <br />1Y2" <br />NA <br />NA <br />STHD10/RJ <br />N/A <br />(28) 16d COMMON <br />10" EMBED <br />1Y2" <br />NA <br />NA <br />HDU4-SDS2.5 <br />SSTB20 <br />(10) SDSY4x2.5 <br />16" EMBED <br />13/4" <br />NA <br />NA <br />SCREWS <br />HDU8-SDS2.5 <br />SSTB28 <br />(20) SDSY4x3 <br />243/8" EMBED <br />13/4 <br />NA <br />NA <br />SCREWS <br />CS14 <br />N/A <br />(30) 1.0d COMMON <br />34" + CLEAR <br />CENTER ON <br />NA <br />NA <br />IN SINGLE STUD <br />SPAN <br />RIM JOIST <br />MST48 <br />N/A <br />(32) 10d COMMON <br />48 " <br />CENTER ON <br />NA <br />NA <br />IN DOUBLE STUD <br />RIM JOIST <br />MSTC48B3 <br />N/A <br />(54) 10d COMMON <br />443/8" <br />HOOK TO <br />BEAM <br />NA <br />NA <br />IN DOUBLE STUD <br />BELOW <br />HOLDOWN NOTES <br />1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307. <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI <br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 <br />REQUIRE A 4x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO <br />THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d <br />SINKERS STAGGERED ® 4" 0/C. <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL <br />CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. <br />6. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF <br />WALL. <br />O <br />r <br />�U <br />0 <br />� <br />O <br />N <br />in <br />N <br />QN <br />SN <br />x <br />Y <br />N <br />C] <br />ka <br />o <br />M W <br />M <br />U <br />� <br />N <br />D <br />4-1 <br />Q <br />z <br />a. <br />to <br />No. Date By Revlsfon <br />9 <br />W <br />• <br />pf WASy�� <br />Drawn By. CCC <br />Checked By. CCC <br />Date: 01-25-21 <br />9146 <br />STRUCTURAL <br />DETAILS <br />