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A <br />a <br />JOB: �'I�r�6E GI�'E� rzAMat1 <br />JOB NUMBER: P� r'J�4 <br />DATE: �/��/g �j- <br />HOLD-DOWNS: <br />Q1 SIMPSON HD-S HOLD-DOWN WI7'H A 3/4 INCH DIAMETER <br />PARABOLT E![BEDDED 2 5/8-INCAES INTO THE CONCRETE <br />AND <2> 3/4-INCH DIAMETER A-307.SOLTS THROUGH C2) <br />2 X 4 STUDS. SEE THE SHEARWALL DETAILS FOR <br />HOLD-DOWN INSTALLATION DETAILS. C2.8 KIP CAP.) <br />� � <2) SIMPSON HD-5 HOLD-DOWNS; ONE ON EACH SIDE OF <br /><3) 2 X 4 STUDS. THE.B04TS TO THfi CONCRETE AND <br />. 1�HROUGH YHE STUDS SHALL BE AS SHOWN IN HOLDOWN TYPE <br />SHOWN ABOVE. <5.6 KIP CAP.) <br />IF THE DESIGNA�ON -T FOLLOWS A HOLD-DOWN DESTGNATION; <br />FOR EXAMPLE -T TNEN USE A SIHPSON 6236 TIF_ STRAP <br />AT THE NEXT LEVEL ASOVE TNE LEVEL USING THE HOLD-DOWN. <br />IF A TIE STRAP IS REGUI ED AT THE NEXT HIGNER LEVEL THE <br />DESIGNATION WOULD BE �-T -T. IF MORE THAN ONE TIE <br />STRAP IS RF�GUIRED AT BOTH LEVELS THEN THE DHSIGNATION <br />WOULU BE U-2T -2T . SEE TE{E SHEAR WALL DETAILS FOR <br />INSTALLATION DETAILS. <br />t`� <br />IF AN ANGL6 MARK IS SHOWN IN THE CORNER OF A'WALL THUS; <br />THEN PROVIDH CS) SIMPSON A33 ERAMING ANGLES WITH CS) N8 <br />NAILS IN EACH LEG. SPACE THE ANGLES EQUALLY FRON THE TOP <br />OF TNE FLOOR PLATE TO THE BOTTOM Ofi TH'e DOUBLE TOP PLATE. <br />IREV 4=10-85) <br />c <br />'_ ::j <br />': i <br />;'� <br />