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FOUNDATIONSHOLDOAN SCHEDULE <br />HOLDOWNS <br />3! 3 1 5 7i Y W <br />BOLTSANCHOR THRU <br />BED ENT <br />MO L <br />OR <br />EDGE <br />e <br />do <br />� <br />NAILS/SCREWSLENGTH <br />DIST. <br />L /RJ <br />/A <br />(d COMMON <br />8" EMBED <br />NA <br />NA <br />STHD1 4 <br />N/A <br />( 1 d COMMON <br />1" EMBED <br />l m <br />A <br />- <br />NA <br />( <br />W EMBED <br />NA <br />NA <br />SCREWS <br />HDUll—SDS2.5/ <br />1 " 7 <br />{ <br />350 BED <br />1 y4w <br />1 <br />150 <br />AR <br />SCREWS <br />N/A <br />{I ) 1d <br />" + CLEAR <br />CENTER <br />NA <br />A <br />SINGLE <br />SPA <br />RIMJOIST <br />T <br />N/A <br />) 10d COMMONo <br />CENTER ON <br />A <br />NA <br />IN DOUBLERIM <br />JOIST <br />STD <br />N/A <br />{ 1 d N <br />%" <br />T� <br />A <br />A <br />NA <br />IN L <br />MCI A <br />1. ALL —THREAD BOLTS SHALL CONFORM TO ASTM A307. <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI <br />PER EDU <br />PLAN D <br />MINIMUM WALL THICKNESS IS 8 SHEARWALL EDGE NAILING AT ALL PANEL COORDINATE ALL STUD AND <br />EDGES. BLOCKING AT ALL PANEL EDGES PLATE SIZES w/ Doi it, a sm. <br />7. ALL HOLDOWN BOLTSUST BE RE-TIGHTENEDRE—TIGHTENED JUST PRIOR TO ENCLOSINGSECOND SIDE OF <br />WALL. <br />(STAGGER) <br />AND PLAN ' 8 — <br />EDGE NAILING AT ALL PANEL <br />SHOW) <br />BLOCKINGGSHEARWALL <br />��� ORDINATE ALL STUD <br />WHERE . <br />D PLATE SIZES w/ <br />NAILING HOLDOW POST (FULL <br />SHEARWALL SCHEDULE <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />REQUIREMENTS <br />0PRESSURE TREATED SILL PLATE WTH <br />TRIM STUDS. AND KING <br />EDGE NAILING AND ANCHOR BOLTS PPER <br />E„ <br />W <br />NAILING0TOP PLATE SPLICE .fix <br />HEADER <br />SINKERSA <br />CENTER SPLICE tr STUD. <br />STD. SHEARWALL <br />ELEVATION <br />P` E <br />M <br />ANCHOR ROD PER <br />HOLDOWN SCHEDULE W/ <br />DOUBLE NUT AND 2x2Ae <br />ViSHER AS SHOWN <br />EXPANDED FOOTING @ HOLDOWN <br />00 <br />ozz <br />(10 <br />LLJ <br />LLJ <br />a) <br />Y <br />LLJ <br />LLJ <br />Lu <br />co <br />�34.-83 <br />r®n By. CRL <br />Checked By: CCC <br />Date® 11 —1 —1 <br />SDA JOB NO. <br />9235 <br />STRUCTURAL <br />TES <br />