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S'HEARWALL SCHEDULE <br />�D <br />HOLDOS S POST <br />' <br />,"PER PLAN. (2)2x <br />/ �mBEAM PER <br />L <br />KING STUD TO TRIMT <br />STUD <br />END OF BEAM <br />®C <br />9 <br />LOCATION OF <br />IiOWN TO BE <br />INS <br />TYPE OF HOI.DOWN TO BE INSTALLED <br />i <br />SHEARWALL SCHEDULE FOR <br />Qg FRAMING, <br />NAUNG AND ANCHORAGE <br />REQUIREMENTS <br />LATERAL MARKING LEGEND <br />G <br />kTP <br />EDGE NAILING <br />FIELD NAILING <br />, <br />` ik'.:, <br />P <br />Ni SFr <br />j <br />I O/C <br />I <br />� I2 <br />' 4 t <br />BOTTOM <br />.�^ @ <br />a <br />yCDx <br />E <br />CDX <br />s <br />'. <br />r <br />SILL <br />f <br />e <br />�I' is BOTTOM <br />FACE <br />1 <br />PLATE <br />SHEARWALL NOTES <br />1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATESALLHEM-FIR UNLESS <br />PLANS.OTHERWISE ON ALL SHEATHING EDGES MUST BE BACKED WITH IFRAMING <br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL <br />b� <br />La CODE (FOR X) OR REPORT NER-124 (FOR ✓ <br />B). VALUES ARE BASED ON HEM -FIR <br />FRAMING NTH H COMMON <br />ANCHOR6. BOLTS MUST BE EMBEDDED A MINIMUM INTO CONCRETE '.' a GROUTED U3 <br />AND SHALL BE PLACED TO PROVIDE A- MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR <br />CONCRETE CAST AGAINST SOIL. <br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK ,. <br />BOLTSHD DIAMETER L_ bTHE P s SCHEDULE <br />$ 3 i <br />SUBSTITUTED _O; BE <br />MINIMUM OF 5" INTO EXISTING CONCRETE. , <br />8. ALL <br />NAILS AND <br />CONNECTORS <br />CONTACT <br />NTH PRESSURE <br />TREATED <br />WOOD (EXCEPT R <br />,: a TTREATED WOOD) <br />MUST BE . I t y GALVANIZED STAINLESS <br />CORROSION. <br />10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN <br />SHEARALL <br />'j <br />W <br />El <br />all, <br />LJj <br />00 <br />a::wuo-w <br />0 <br />aaaxrs®xa <br />