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<br /> BOTTO OP PL TE
<br /> SILL PLATE � CONN. M/T ,. ;:,
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<br /> MA�K S1IEATFIING EDGE NAILING ;
<br /> FIELD NAILING
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<br /> SHEARWALL NOTES . _
<br /> . ST I T A T M TE E M— I E : . , � , - : : t�
<br /> 1 ALL UDS BLOCK NG OP ND 'BOT 0 PLA S SHALL B H� F R N0. 2 UNL SS `
<br /> , , _ '
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<br /> TE T E I HE THI E E M T E ACK .
<br /> NO D 0 H RW SE ON PLANS. ALL S A NG DG S US B 6 ED WITH 2x ' OR WIDER ;
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<br /> FRAMING SE NOTE . ' ,.
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<br /> HE T I M Y E 1 TA E EIT E IZ T E TI E : �
<br /> 2. S A H NG A B NS LL D H R HOR ON ALLY OR V R CALLY. ALL SH ARWALL
<br /> v
<br /> E THI MU T EXTE T : E TI E E . P T E
<br /> _ . �
<br /> SH A NG S ND 0 TH OU SDE DG OF ALL HOLDOWN OS S AND CORN RS -
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<br /> - N
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<br /> T T E I I E E E MI E I : : .
<br /> AND 0 H NS D DG OF FRA NG AROUND OP N NGS.
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<br /> 3. WHERE SHEATHING NAILING IS SHEARWALL 3 E TE A FRAMING ME BERS ;
<br /> #
<br /> AND GR A R,
<br /> � . o ;
<br /> RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE
<br /> LESS THAN A SINGLE
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<br /> 3 INCH NOMINAL MEMBER. ADDITIONALLY WHERE SHEARWALLS ARE SHEATHED 6N BOTH
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<br /> FACES ALL STUDS AND PLATES REC I ING OTH FACES MUST BE A a�
<br /> E V EDGE NAILING FROM B u�
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<br /> I LE 3 I MI MEM E E J I T :M T E T E E 1 E _ �
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<br /> E 3x T E I E U E E I I E T E I E T E
<br /> T E E CAS S S UDS AR R U R D NL SS SP C F CALLY NOT D 0 H RW S ON H
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<br /> THE E I EE E I L PL TE M E E _ ` ,
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<br /> PLANS BY NG N R. FOR H ARWALLS L A AY B US D .�
<br /> S 3AND 4 A2xS
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<br /> ' I TWO TIMES THE NUMBER OF ANCHOR BOLTS RE UIRED BY THE SH ARWALL SCH DUL n�
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<br /> ARE USED AND ARE EVENLY SPACED SEE ' 00 iBC SECTION 5. . 0 .
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<br /> T E 1 TE TI L
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<br /> 4. ` SHEARWALL NAILING CRITERIA I : E T E H N RNA ONA ,
<br /> S BAS D ON ABL 2306.4.1 OF
<br /> .
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<br /> I I E E E E E E _
<br /> BU LD NG COD FOR CDX OR POR R FOR OSB . VA U S AR BAS D ON -
<br /> R T N 124 l. `
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<br /> : HEM-FIR N0. FRAMING WITH COMMON :NAILS. : :
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<br /> 5, 1�OLDOWNS AND 0 H R CONN C ONS AY B R QU RED A H NDS 0 ANY
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<br /> 'SH ARWALLS. SIZES AND OCATIONS OF THESE CONNECTORS R INDICATED ON THE
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<br /> L EF T T E P I T ET 1 E E
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<br /> - P ANS. R ER 0 H AP ROPR A E D A LS AND OR HOLDOWN SCH DUL FOR
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<br /> ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS EMBEDMENT LENGTH ETC. WHERE _ - _ ;
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<br /> x s ARE US D AS A HOLDOWN POST SH ARWALL EDGE NAILING MUST BE STAGGERED lNTO - _ _
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<br /> EACH MEMBER OF THE POST. _: _
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<br /> 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7 INTO C NCRETE OR GROUTED : _ :
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<br /> CMU AND SHALL BE PLA�ED O PROVID A MINIMUM OF CO ER. ROVIDE COVER : '
<br /> T E 2 V P 3
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<br /> � ETE T AI : I
<br /> FOR CONCR CAS AG NSY SO . -
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<br /> AL MACHINE BOLTS SHALL BE AS M A 0 OR BETTER. ` HILT KWIK BOLTS SIMPSON
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<br /> TITE F T E M I ME E I T E E L C E E M E - _
<br /> N HD BOLTS 0 H SA E D A T R AS SHOWN N H SH ARWAL S H DUL AY B
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<br /> ' TI T TE C T I T E I TI E TE T L E E M E E
<br /> SUBS U D FOR AN HOR BOL S N 0 X S NG CONCR . BOL S SHA L B B DD D A
<br /> _ _ o
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<br /> . MINIMUM OF 5 INTO EXISTING CONCRETE. .
<br /> _
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<br /> 8. ALL NAILS AND CONNECTORS :iN CONTACT WITH PRESSURE TREATED WOOD EXCEPT ` FOR
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<br /> BORITE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR AINLESS STEEL TO RESIST . `
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<br /> ST .
<br /> _ I : :
<br /> CORROS ON.
<br /> _
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<br /> 9. WHERE 0 AILS ARE SPACED AT ON CENTER OR LESS NAILS MUST BE STAGGERED. , '
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<br /> E E TE I M E TI T TE E I I E �-
<br /> 10. OSB OF UAL OR GR A R TH CKNESS AY B SUBS U D FOR CDX SP C F D IN _
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<br /> - SH ARWALL SCHEDULE. -
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<br /> CO TINUOUS BETWEEN _
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<br /> HOLDOWN POSTS AS SHOWN.
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<br /> OF HOLDOWN TO BE INSTA LED :
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<br /> SHEARWALL DE IGNATION — SEE : : _
<br /> 5
<br /> SHEARWAL SC EDULE FOR FRAMING _ _ : ;,
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<br /> _ ' Drawn B : C11RIS
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<br /> Checked B .' C11RIS ,
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<br /> _ Date: O I -24=I 8 '
<br /> , . SDA JOB NO.
<br /> .
<br /> 2 6 .
<br /> � 7 .
<br /> : � : STRUCTURAL
<br /> .
<br /> _ _ : DETAILS :
<br /> : : -
<br /> : � 2 � 0
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