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<br /> P�IARK SHEATHING EDGE NAICING' FIELD NAILING
<br /> SILL PLATE 8c CONN. � BQTTOM TOP RLATE FOR HOLDOWNS INSTALLED IN NEW OU
<br /> / F NDATIONS� �
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<br /> /8 CDX �NE , „ , „ /s � A.B. C�?. 48 0/C . � - ` OR . N
<br /> EMBEDME IMUM
<br /> � _ 8d � 6; 0/C 8d C� 12 0 C MODEL STRAP EI�GE Ie de ,,;�,��.,
<br /> , W/ 2x BOTTOM
<br /> , ,. , FACE W . :2x SILL PLATE B QLT �. ��� .��:�
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<br /> P�ATE _ NAILS SCREWS LENGT ' , DIST: ;
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<br /> � _ W 2x BOTTOM.
<br /> _. _ FACE � �
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<br /> W Zx SILL PLATE
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<br /> HOLDOWN NOTES
<br /> �
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<br /> 1 , ALL ..TNREAD :. BOLTS . SHALL CONFOR TO ASTM 30
<br /> ' - ,_ o
<br /> SHEARWALL N�T - �
<br /> ES ` v ' �
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<br /> . , . , .
<br /> _
<br /> A 7
<br /> ; .
<br /> 1 . d�LL STUDS B .. , � .
<br /> LOCKING, .TOP AND BOTTOM PLATES SHALL BE HEM--FIR� `
<br /> � N0. 2 UNLESS NOTEp , . � O
<br /> _
<br /> 2. MINIMUM` CONCRETE CQMPRESSIVE STRENGTH : f:c — 2500 PSI �ri
<br /> -
<br /> OTHERWISE ON PLANS : :ALL :SHEATHING EDGES MUST BE BAGKED: , -
<br /> . ,
<br /> ,
<br /> WITH, 2x OR WIDER FRAMING
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<br /> SEE :NOTE 3 . - _ , . , � > �.`i" `
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<br /> ,
<br /> 3. ALL HOLDOWNS` REQUIRE A 2 2x ROST UNLESS NOTED'. OTHERWISE. : HDU11. AND HHQQ14 Q �: .. ` �
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<br /> - . EQUIRE A .4x6 D F 2 MINIMUM POST .SIZE ` U.N:O: W
<br /> . , � j X o .
<br /> 2. SHEATHING MAY BE INST ,: • ,:#. HERE .HOLDQWNS.: ARE�. INSTALLED. INTO . . . Q
<br /> AI�L.ED EITHER HORiZONTALLY OR VERTICA�LY. ALL SHEARWALL.. w � � .
<br /> THE WIDE C
<br /> - FA . E QF THE STUp THE STUDS MUST BE STITCH NA � v .�-'- .
<br /> SH�ATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HQLDOWN FOSTS
<br /> � . . : . .. . , v� ;
<br /> AND CORNERS AND �, � J:N .
<br /> �
<br /> LED TOGE ER - 16d
<br /> SiNKERS STAGGERED Oa. w
<br /> TO: THE INSIDE ; _ 4 0 C. o0
<br /> EDGE OF FRAMING AROUND QPENINGS, : .
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<br /> , 4. .: MIN1 U : �`Q r�
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<br /> 3. WHERE SHEATHING : M . M �DGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO INEATHER �OR SOIL. FQR ,�-�
<br /> ,
<br /> . NAILING IS SHEARWALL. 3 AND GREATER, ALL FRAMING MEMBERS . v.� a�
<br /> � # „ Q� cn
<br /> 0
<br /> CQNCRETE CAST" AGAi N ...
<br /> q NST SQIL PROVIDE 3 CLEAR TO ANCHOR :BOLT
<br /> REC,EIVING EDGE NAILING FROM ABUTTING P NELS SHAL.L> NOT. .SE LESS THAN A SINGLE .3-1 �
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<br /> NOMINAL MEMBER: ADDITfONALLY,. WHERE SHEARWALLS' ARE SHEATHED ON BOTH
<br /> FACES, ALL
<br /> N .N;�:
<br /> ,. � � : .:.,
<br /> STUDS . AND PLATES , - 5. NA
<br /> _ ,
<br /> _ , RECEfVING EDGE NAILING FROM E�OTH FACES MUST BE ILS/SCREWS TO HOLDOWN PQST SHALL BE; PER MANUFACTURER S SPECIFICATIONS. = o �- "-'
<br /> A SlNGLE 3 INCH
<br /> NOMINAL MEM . . , ' _ °° ? r`? '
<br /> ;
<br /> BER OR PANEL JOINTS �MUST BE STAGGERED. IN. EACN OF THESE CASES 3x N w �.n
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<br /> S U - . _ � , N
<br /> T DS AR 6.
<br /> E RE UIR ALL
<br /> Q ED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY .THE HOLDOWN BOLTS MUST BE RE TIGHTENED JUST F'RI.OR TQ ENCLQSING: 2Np ,SIDE .QF
<br /> , �
<br /> WALL. '
<br /> � .
<br /> ENt�iNEER: F(�R SHEARWALLS #3 AND - #4, A 2x SILL PLATE MAY BE USED !F TWO TIMES THE .�
<br /> >
<br /> NUMBER OF ANCHOR' BOLTS REQUIRED BY THE SHEARWALL- SCHEDULE ARE USED AND ARE - -
<br /> U.
<br /> �i .
<br /> EVENLY SPACED (SEE .2003 IBC SECTION 2305,3.14 . " -
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<br /> 4; SHEARWALL NAILING ':CRITERIA IS BASED ON TABLE 2306.4.1 OF �
<br /> THE INTERNATI�NAL `
<br /> ` �
<br /> �.
<br /> _
<br /> ,
<br /> BUILDING CODE 0 � ` (f�
<br /> (F .R CDX) OR REPORT NER 124 (FOR OSB). VALUES ARE BASED ON HEM-FIR �.
<br /> ,
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<br /> `
<br /> N0� 2 FRAMING .WiTH COMMON NAILS.
<br /> C �
<br /> 5.' HOLDOWNS AND 0 :
<br /> TNER CONNECTIONS .MAY BE REQUIRED AT THE ENDS OF
<br /> MANY
<br /> .
<br /> SHEARWA . , , ,
<br /> ,
<br /> LLS. SIZES .AND LOCATIONS OF THESE CONNECTORS ARE INDICATED qN THE PLANS:
<br /> D K
<br /> REFER T0 THE� APPROPRIATE DETAILS AND/qR .HOLDOWN SCHEDULE FOR ADDiTIONAL -
<br /> �
<br /> INF�RMATION REGARDING ANCHOR BOLTS; EMBEDMENT .LENGTH, ETC. . WHERE 2 2x's ARE USED . .
<br /> �. ) . J 0
<br /> _
<br /> AS A HOL�OWN POST, SHEARWALL EDGE NAILING MUST �E STAGGERED INT� EACH MEMBER OF g - f---.
<br /> TH� PCST. ..
<br /> � . �
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<br /> —
<br /> 6. ANCHOR BOL:TS MIJST BE EMBEDDED A MINIMUM �F 7": INTO GONCRETE OR GROUTED CMU
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<br /> ANU .SHALL BE PLACED TO PROVIDE A MINIMUM OF 2. COVER. PRC)VIDE. 3 GOVER FQR .
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<br /> CONCRETE CAST AGAINS 5 _ _
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<br /> 7.. ALL � Q
<br /> MACHINE
<br /> BOLTS . SHALL B.E : ASTM A307 OR B�TTER: HILTI ` '
<br /> KWIK BQLTS SIMPS4 I
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<br /> THE .SAME DIAMETER AS SHQ
<br /> _ WN (N THE SHEARWALL SC ` �
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<br /> HEDULE MAY BE . . .
<br /> _
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<br /> :SUBSTITUTED FOR _ ,
<br /> , ANCNOR BOLTS INTO
<br /> EXISTING C NCRETE. : BOLTS
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<br /> , . T E AILS , :.. . . :. . .
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<br /> , LENGTH QF : , . , � ( , Q SHOWN ��. , � �; 4..��
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<br /> PLAN FOR . MINIM . : SHEATHING ON EAC _ -� ,.� �
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