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<br /> HOLDOWN POST. SEE °
<br /> HOLDOWN SGHEDULE OR LENGTH OF FOR DOUBLE SIDED ° � ° o
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<br /> PLAN FQR MINIMUM SHEARWALL� SHEARWALLS, THE SHEATHING o � , o �
<br /> REQUIREMENTS ON EACH FACE MUST EXTEND °,°o ° ° o
<br /> CONTINUOUS BETWEEN ° ° ° ° �
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<br /> OPENING PER PLA � \` . , o0 0 o z 'v �
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<br /> # # 30 mi . :.� � � _ ; � � O �
<br /> LOCATION OF REBAR ��;. :�.�:� ° °_ _ ,_-- �' ° ° � `;
<br /> HOLDOWN TO BE LENGTH � � ..��;.�J, CLEAR SPAN � > � N
<br /> INSTALLED S T H D 1 4 R J .�=~�'��'�����=����' � ������"� ONE #4 REBAR Q a "' �-
<br /> �,j..,:.*;;.`.:.• 17" MAXIMUM �
<br /> �
<br /> I N S H E A R C O N E � JN Q
<br /> � � 12" MIN. REBAR . „ � W � `�
<br /> TYPE OF HOLDOWN TO BE ( LENGTH) 30 MI __, '� Y �
<br /> INSTALLED ° �
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<br /> SHEARWALL DESIGNATION - SEE � �2,� MIN. LENGTH � "������ � � � �,
<br /> SHEARWALL SCHEDUL;E FOR FRAMING, FROM CORNER o � "'
<br /> ONE �4 REBAR — � �, �'
<br /> NAILING AND ANCHORAGE IN SHEAR CONE � `�' w N
<br /> R E Q U I R E M E N T S �cjTI—) D� I NjTALLATI ON C12" MIN. REBAR � �
<br /> LATERAL MARKI �IG LEGE �ID � �EN�TH� � o
<br /> 1 /2" MIN. � °
<br /> FROM CORNER �
<br /> TRUSS PER PLAN �
<br /> 8d Q 6�, 0/C INTO BLOCKING � �
<br /> A F . H1 CLIP � EACH TRUSS 2
<br /> �24" o/c MAx> I N STA��ATI ON ---
<br /> � ---
<br /> VENTILATION MAY BE REQ'D No. oate By Re�S��,
<br /> � � WALL PER PL!'�.�v — AT BLOCKING. VERIFY METHOD
<br /> J NAIL SHEA-fHING W/ ENGINEER PRIOR TO
<br /> INTO EA MEMBER OF CONSTRUCTION. BIRD
<br /> ' B TOP F�_�,TE BLOCKING IS ACCEPTABL.E.
<br /> R 00 � SH EAR WA �� CON N . o
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<br /> � SCALE: 3/4„`� ,_�,� W N�
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<br /> HO�DOWN SCHEDULE � �
<br /> E *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS � 1—
<br /> - . �. • :: :,�- . .� ;: .:�. :� . � : � : . � .� .� � �� :�: ::��.�.�: ;� . :, . . THRU BOLTS EMBEDMENT MINIMUM � W
<br /> � ���° ANCHOR � Q
<br /> � : � • ' • .. ',a• • .' . , . •
<br /> . a . . , ... . . � .. : . � ; .�.. : MUDEL OR STRAP EDGE le de _ �
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<br /> BOLT z W
<br /> • ..' , .:, • ....•a� • . .� �, '. , .�•• . . . .�a•,
<br /> � - � � NAILS/SCREWS LENGTH DIST. � �
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<br /> , . , . . . . � , .. . . .�. . , ..• . ..... . . . STHDB/RJ N/A (24) 10d COMMON 8„ EMBED 1Y2„ NA NA
<br /> � , . . . .: . 4 .,.. � . C� LiJ
<br /> . 'i. 'I . i:�,. •• �.' • d, � -• . � � .. �� ' •i. . I. - � � 4 � � � . � _ � . . . � . . .
<br /> . '�'. �' .,� . •. -. • � '. �4. .., " • . . � • �. �•: .�� ' � , . . . � . .
<br /> � � a .. . . ` . � : � . ° . .. ,,�. �, .. � . .. � . . . STHD10/RJ N/A (28) 16d COMMON 10" EMBED 1Y2„ NA NA
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<br /> A DOUBLE TOP PLATE W EDGE NAILING � ���� ��r � �� ��
<br /> O / �G HOLDOWN PER SCHEDULE AND � `� �`� ��' ��
<br /> — HOLDOWN NOTES s,�'.�J.; �yy��;�, �a =
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<br /> (STAGGER) PLAN (HDQ8 SDS3 SHOWN) ;{ � � � �
<br /> 1 . ALL-THREAD BOL:TS SHALL CONFORM TO ASTM A307. � �� ��� �' A3
<br /> B� SHEARWALL EDGE NAILING AT ALL PANEL 0 COORDINATE ALL STUD AND .; �� ; �. - ° �,�. �. -�
<br /> EDGES. BLOCKING AT ALL PANEL EDGES �� ��
<br /> WHERE APPLICABLE. PLATE SIZES w/ SHEARWALL 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI V `
<br /> � ,,� � `�
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<br /> SCHEDULE REQUIREMENTS �� ��'� 1 �t� _.. ,'� �;.r �
<br /> OO EDGE NAILING T0 HOLDOWN POST (FULL �.; � ,, .:� ..'
<br /> HEIGHT) STAGGER INTO DOUBLE STUDS OO EDGE NAILING TO POSTS, TRIM 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HHDQ11 AND HHDQ14 Y r� �,,�',' ~.�:..����
<br /> OO STUDS � 16" ON CENTER STUDS, AND KING STUDS REQUIRE A 4x6 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTo THE WIDE
<br /> E PRESSURE TREATED SILL PLATE WITH FACE OF THE STUD THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d SINKERS o�awn er ccc
<br /> O OK BEARING STUD FOR HEA�ER � cne�ked eY ccc
<br /> EDGE NAILING AND ANCHOR BOLTS PER STAGGERED Ca? 4" 0/C. oate: oe-�2-�z
<br /> SHEARWALL �CHEDULE. 0 RIMJOIST TO BE 1Y2" MIN ,lob No. 6871
<br /> OTOP PLATE SPLICE NAILING TO BE (8) 16d THICKNESS AT ALL 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED T0 WEATHER OR SOIL. FOR
<br /> SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS CONCRETE CAST AGAINST SOIL PROVIDE 3" CLE AR TO ANCHOR BOLT. —
<br /> SPLICE ON STUD. STRUCTURAL
<br /> 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFIGATIONS. DETAIIS
<br /> STD � SHEARWA �L E �EVATION W RIM
<br /> 4 SCALE: Y2"-1 '-0" 6. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF
<br /> — WALL.
<br /> ���� �� ���.��.��-� 5-2.0
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