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<br /> � SCHEDULE. (USE 2x6 P.T. OR EQUIVALENT
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<br /> WHERE APPLICABLE. / SHEARWALL
<br /> OO EDGE NAILING TO HOLDOWN POST .(FULL SCHEDULE REQUIREMENTS
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<br /> HEIGHT) STAGGER INTO DOUBLE STUDS JD EDGE NAILING T0 POSTS, TRIM
<br /> O STUDS C� 16" ON CENTER STUDS, AND KING STUDS
<br /> PRESSURE TREATED SILL PLATE WITH 0 BEARING STUD FOR HEADER
<br /> EDGE NAILING AND ANCHOR BOLTS PER ' I—
<br /> SHEARWALL SCHEDULE. O� _` ,; � W �--
<br /> OTOP PLATE SPLICE NAILING T0 BE (g � 6d �O RIMJOIST TO BE 1Y2" MIN ,� W O
<br /> ) H I C K N E S S A T A L L p � 0 � � N
<br /> S I N K E R S (M I N). LAP 48" MINIMUM. CENTER SHEA R W A L L S �
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<br /> THRU BOLTS � � W � W
<br /> M O D E L ANCHOR O R EMBEDMENT/ MINIMUM :
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<br /> NAILS/SCREWS LENGTH DIST. . . . . . ,., :,.. . .� .:: . .. :� . � . . . : ... ., .. ,. .... .. �.. .. ..., ..: , ►� ,
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<br /> �G HOLDOWN PER SCMEDULE �a t ` ,� ,' � ;���,,
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<br /> HOLDOWN NOTES (STAGGER) AND PLAN _ . ��. , � ;�:� ;. �; � .;:�.
<br /> �B SHEARWALL EDGE NAILING AT AL (HDQB SDS3 �, nA� �.j
<br /> L PANEL :� , � �:
<br /> 1 . ALL-THREAD BOLTS SNALL CONFORM T0 ASTM A307. SHOWN) � �
<br /> EDGES. BLOCKING AT ALL PANEL EDGES �r �
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<br /> WHERE APPLICABLE. OH COORDINATE ALL STUD AND �� ���, � � t,�`�.�,,� ���•,
<br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI PLATE SIZES w/ SHEARWALL
<br /> : OO EDGE NAILING TO HOLDOWN POST (FULL ft`' J ���� "�' .
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<br />� � � � � � � � � � � � � HEIGHT)� � STAGGER� INTO DOUBLE STUDS � �� � � SCHEDULE REQUIREMENTS �� � �
<br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWlSE. HDU11 AND HHDQ14 R � EDGE NAILING TO POSTS Drawn B •
<br /> A 4x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWN EQUIRE O STUDS C� 16'' ON CENTER , , y. CHRIS
<br /> S ARE INSTALLED INTO THE WIDE FACE OF O PRESSURE TREATED SILL PLATE WITH ST� STUDS, AND KING ' Checked By: CHRIS
<br /> THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d SINKERS STAGGERED C�? 4" 0 C �S Date; 06-13-13
<br /> / . EDGE NAILING AND ANCHOR BOLTS PER OO BEARING STUD FOR
<br /> 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED T0 WEATHER OR SOIL. FOR �O SHEARWALL SCHEDULE. HEADER
<br /> TOP PLATE SPLICE NAILING TO BE (8) 16d SDA JOB N0.
<br /> CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. �7
<br /> SINKERS (MIN). LAP 48" MINIMUM. � � / �
<br /> 5: NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS CENTER SPLICE ON STUD.
<br /> STD . SHEARWALL ELE �ATION W 0 RIM sTRucTURa�
<br /> 6. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR 3 / DETAILS -
<br /> TO ENCLOSING 2ND SIDE OF WALL.
<br /> SCALE: Y"=1 '—�"
<br /> , S - 2 � 0
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