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<br /> HO�DOWN SCHEDULE _
<br /> : SHEARWA �� � CHEDU �E CDX
<br /> * :
<br /> _
<br /> HOLC?OWNS INSTALLED IN NEW FOUNDATIONS .
<br /> . _
<br /> � ''
<br /> .: _ ; ` � " '
<br /> SILL ' Pl_ATE & CONN< C� BOTTOM .TOR PLATE
<br /> , , _ MARK . : SHEATHING EDGE NAILING FIELD` NAI �
<br /> TH R U B OLTS _ �I N G � �
<br /> _ : EMBEDMENT/ MINIMUM F�� coNN, , . G � =
<br /> . ANCHOR . , : � N �.
<br /> MODEL; . OR
<br /> _
<br /> :
<br /> ,,
<br /> :STRAP EDGE le de „ 5 �, - ;; : �TP4 c� 20 0 c �w .,.� 3 `
<br /> BOLT ; „ 3/ CDX ONE ,, „ /s � A.B. C�? 48 Q C : �
<br /> : NAILS SCREWS � 8 : 8d c� 6 o c 8d c� � 2 o c
<br /> �,
<br /> / LENGTH DIST. / . / w 2X BOTTOM
<br /> . : . , _
<br /> F A C E W/ 2x S I L L P L A T E
<br /> _ _ ,�
<br /> �� -
<br /> : _ _
<br /> LSTHD8RJ N A 24 10d COMMON P
<br /> � C ) 8 EMBED 1Y NA NA , . , ; , �AT,E_
<br /> _ 2 _ ,. (f�
<br /> _ „ „. :. „
<br /> . ; : : „ 5 LTP4 � 12 , 0 C
<br /> • .
<br /> .
<br /> .
<br /> �, 10d � 12 /s � A.B. C�� 30 0 �
<br /> �
<br /> �, 5/32 CD X ON ,� . � , �
<br /> STHD10/RJ N/A ° (28) 16d COMMQN_ , 1 Q EMBED , 1Y2 NA' NA - 3 10d C�? 4 O�C W .. 2x BOTTOM c°
<br /> -
<br /> FACE 0/C W/ 3x SILL PLATE � -E-J �
<br /> _ : _ rn
<br /> _
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<br /> HOL 0 _
<br /> _
<br /> _ D WN N OTES
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<br /> PLATE
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<br /> _
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<br /> _ �—
<br /> 1 . ALL-THREAD BOLTS SHALL CONFORM TO qSTM A307: ` -
<br /> _ ` SH EAR WALL N OTES - ., N
<br /> ; _ . _ , _ O
<br /> _- : : :
<br /> 1 . ALL STUDS, BLOCKING TOP AND BOTTQM PLATES SHALL BE HEM-FIR 0: 2 . UNLESS `�
<br /> , ,
<br /> 2. MINIMUM GONCRETE COMPRESSIVE STRENGTH : f c = 2500 FSI' _ , -. - N � w � N
<br /> , -, _ . NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE -BACKED _ � d- � _
<br /> , _
<br /> _ , _
<br /> .
<br /> _
<br /> , ,
<br /> _ _
<br /> _ -
<br /> WI TH 2x OR (� > �
<br /> 1�VIDER FRAMING SEE NOTE 3 . . Q r� �•
<br /> � , � ) _ , Q �
<br /> 3, ALL HQLDOWNS REQUIRE A 2 2x POS : _ .
<br /> { )
<br /> T UNLESS NOTED OTHERWISE, HDU11 AND HHDQ14 � x
<br /> .
<br /> ._
<br /> : , � � .Q
<br /> ,
<br /> RE QUIRE A 4x6 D F . , ' w � �
<br /> #- 2 MINIMUM POST SIZE; U,N.O, WHERE HQLDOWNS ARE INSTALLED INTO ` .
<br /> _ _ 2: SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY, ALL ` -, �,
<br /> T E - :
<br /> H WIDE FACE OF THE STUD THE STUDS -MUST BE STITCH NAILED -
<br /> , TOGETHER W/ 16d SHEARWALL SHEAT ING MUST EXTEND T0 HE ` � w � °'
<br /> , , H T OUTISDE EDGE OF:: :ALL HOLDOWN POSTS � -�
<br /> »
<br /> SINKERS .S ,: _ _ .- � a, �
<br /> , TAGGERED � 4 0 C. _ _ AND CORNERS A D , _ ` w
<br /> � , , N TO ,THE INSIDE EDGE OF FRAMING AROUND OPENINGS:
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<br /> U) Y
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<br /> , _ .
<br /> � m -�.'
<br /> ,
<br /> � �.
<br /> 4: MINIMUM EDGE DISTANCE IS FQR FQRMED CONCRETE EXPQSEQ T0 WEATHER OR 5C01L. FOR 3. - ' - _ c�
<br /> ER,
<br /> ,
<br /> WHERE SHEATHING NAILING IS SHEARWALL SHEARWALL #4 , AND GREAT ALL
<br /> „ , : � � 0 3 .
<br /> , � -�-� . ,.
<br /> CONCRETE CAST AGAINST SOIL PROVIDE .3 CLEAR T0 ANCHOR BOLT. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE
<br /> . . .:��-F-�. .�. .:.��`�. .�.���� .��
<br /> _ _
<br /> -- ,, N � i� :�
<br /> _ , , LESS THAN A SINGLE. 3 :INCH NOMINAL MEMBER: ADDITIONALLY, ih�HERE SHEARWALLS: — o
<br /> _ _ _ � , _ : � �, r.,.�
<br /> ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM
<br /> > •
<br /> ` 5. NAILS/SCREWS TQ MOLDOWN POST SHALL BE PER MANUFACTURER S SPECIFICATIONS: , � . c� ,n
<br /> � , W N
<br /> BOTH FACES MUST BE A SINGLE 3-1NCH NOMINAL MEMBER OR PANEL` JQINTS MUST BE :
<br /> d-
<br /> 6: ALL HOLDOWN BOLTS MUST BE RE—TIGNTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF OFFSET: 2 2x MAY BE SUBSTITUTED FOR A SINGLE 3x EMBER P OVIDED THE ST �
<br /> � � M „ R ��S -+J
<br /> _ : ,
<br /> .:
<br /> WALL: ARE STITCH NAILED TOGETHER w/ lOd NAILS STAGGERED � 6 o/c FROM EACH SIDE. _ U z
<br /> �
<br /> 0
<br /> 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4:1 ` OF THE INTERNATIONAL � ' _
<br /> . --�--� °_
<br /> BUILDING CODE. VALUES ARE BASED ON. OSB SHEATHING w/ HEM--FIR N0. 2 FRAMING
<br /> HOCDQWN POST. SEE .
<br /> AND COMMON NAILS. �
<br /> HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED
<br /> 5. HQLDOWNS AND QTHER CONNECTIONS MAY BE REQUIRED AT TNE ENDS OF MANY
<br /> PLAN FOR MINIMUM - SHEARWALLS THE SHEATHING `
<br /> SHEARWALL ,
<br /> REQUIREMENTS ON EACH ' FACE MUST EXTEND
<br /> SHEARWALLS. SIZES AND LOCATIONS QF THESE CONNECTORS ARE INDI'CATED ON THE
<br /> .
<br /> CONTINUOUS BETWEEN PLANS. REFER TO THE APPROPRIATE DETAILS AND/QR HOLDOWN SCHEDULE FOR
<br /> _
<br /> _
<br /> ADDITIONAL. INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC: _WNERE
<br /> (2) 2x's ARE USED,' AS A HQLDOWN POST, SHEARWALL EDGE NAILING MUST BE
<br /> , : STAGGERED INTO EACH MEMBER OF THE POST. ' :
<br /> # OPENING PER PLA : ; ' � -
<br /> � ,
<br /> LOCATION OF _ .
<br /> 6. ANCHOR BOLTS MUST BE EMBEDDEp A MINIMUM OF 7" INTO GOf�CRETE OR GROUTED �
<br /> HOLDOWN TO BE
<br /> _
<br /> STHD14RJ CMU, AND SHALL BE PLACED TO PROVIDE A �IINIMUM OF 2"` COVER. PROVIDE 3" �0
<br /> 1NSTALLED _
<br /> COVER FOR CONCRETE CAST AGAINST SOIL. A 3X3X.229" PLATE W S ` �
<br /> , _
<br /> A HER. IS REQUIRED, ` _
<br /> ,
<br /> -
<br /> . :
<br /> TYPE OF HQLDQWN TO BE - THE„PLATE WASHER SHAL EXTEND TQ WITHIN Y2" OF THE EDGE OF THE BOTTO PLATE ON
<br /> _ M
<br /> ; ' _ , : C� : .
<br /> ; THE SHEATHED SIDE. FQR 2X6 WALLS SH ATHED _ " _--1- —
<br /> _
<br /> INSTALLED : : . E , ON BOTH SIDES, THE PLATE WASHERS
<br /> _
<br /> , ,
<br /> SHEARWALL DESIGNATION - SEE - ,,
<br /> MAY BE STAGGERED OR YOU CAN USE . 4 Y2 X4 y2 X .220 WASNER C�NTE ED_ 0 ' � Q
<br /> . . ,
<br /> ,
<br /> , ,. S E _ .
<br /> ,
<br /> H .A R W A L L S C H E D U L E FOR FRAMING, PLATE
<br /> .
<br /> ;
<br /> _
<br /> -
<br /> NAILING D N H
<br /> ,
<br /> AN A C ORAGE
<br /> , _
<br /> 0
<br /> . _
<br /> : _
<br /> . �
<br /> .
<br /> REQUIREMENTS
<br /> 7. AL
<br /> L MACHINE BQLTS;.SHALL BE ASTM A307 OR BETTER, HILTI KWIK BOLTS SIMPSON
<br /> '.
<br /> ,
<br /> , _
<br /> -
<br /> , ,
<br /> �ATERAL MARKIN . _ _ , - �-
<br /> , E G E N D :, _ ,TITEN _ HD BOLTS OF THE SAME DIAMETER AS SHOWN �N THE SNEARWALL: SCHEDU E-
<br /> ; . , . : ,
<br /> , .
<br /> ,
<br /> _
<br /> , ,
<br /> _ __
<br /> .
<br /> ,
<br /> ,
<br /> ,
<br /> _ -
<br /> _ _
<br /> ,
<br /> - BE SUBSTITUI"ED FOR ANGHOR BOLTS INTO EXISTING CONC
<br /> _ _
<br /> , ' RETE, BOLTS SMALL BE
<br /> _ _ _ `
<br /> ,
<br /> . W
<br /> _ : ,, _
<br /> 3
<br /> , , . : _ . .
<br /> _ '
<br /> . `:.
<br /> `
<br /> EMBEDpED A MiNiMUM OF 3/4 INTQ EXISTING CONCRETE.
<br /> ; _
<br /> , - 8: ALL IUAILS A D
<br /> , , _ N CONNECTORS IN CQNTACT ! ,
<br /> . W TH PRESSURE TREATED WOOD EXGEPT `
<br /> _
<br /> :
<br /> . : :, �
<br /> : ,
<br /> = _ : _ FQR BORIT T ,
<br /> �
<br /> _
<br /> _ E REATED WOQD) MUST BE HOT DIPPED GALVANIZEQ OR STAINLESS` STEEL TO `
<br /> RESIST :
<br /> A _ :
<br /> CORRQSION. � `
<br /> N IL ROOF SHE : .
<br /> ATHING TO
<br /> TOP C
<br /> „ _ - _
<br /> HORD _ ,
<br /> w 8d
<br /> .
<br /> Q 6 _ 0 C �
<br /> ,
<br /> �
<br /> -
<br /> _ _ , : 9. WIRE STAFLES MAY BE SUBSTITUTED FOR NAI
<br /> _
<br /> _.: __ _
<br /> LS IN SHEAR PANELS.;
<br /> , , , _ _ ,� _
<br /> - 1
<br /> , ; . , 0:
<br /> ,
<br /> NAILS MUST BE STAGGERED WHEN SPACED AT 2 0 C. ' ` ` '
<br /> ; ' � .
<br /> 2x F : . _
<br /> LA , ..
<br /> T C� GABLE; -
<br /> , SHEATHI G T0 _
<br /> _
<br /> N MATCH _ .
<br /> ,
<br /> :
<br /> .
<br /> , IF SHEATHING IS NOT SHEARWALL. NAIL TQ _ _
<br /> � _
<br /> , , _
<br /> :
<br /> ,
<br /> ,
<br /> B OKE 0 - ,, , _
<br /> R N N TOP _ PLATE, ` GABLE PER �CHEDULE. : ,
<br /> �� ,
<br /> ' U SE A35 ' _ : - ; ,
<br /> @ 12 0 C
<br /> � _ , _
<br /> BREA `
<br /> K SHEATHING 0 , ;
<br /> _ N ;.
<br /> - , , :> : ,TOP _ -
<br /> FLATE QNLY ,
<br /> L TERAL B AC G _
<br /> A R IN IS : , �
<br /> ,
<br /> _ -
<br /> -. ;
<br /> SHEARWALL. PER I?LAN _ _ ; ; By: CHR
<br /> RE UIRED T A L
<br /> Q A L GABLE _
<br /> `
<br /> ,
<br /> :
<br /> _
<br /> _
<br /> ,
<br /> _
<br /> ' Ch
<br /> _ .
<br /> , ,
<br /> END TRUSSES AND IS TO _
<br /> _
<br /> .
<br /> ec e
<br /> y� .
<br /> BE _ .
<br /> . D
<br /> ate; 1;1 -21 -13
<br /> DETAILED BY TRUSS
<br /> MANUFACTURER ,
<br /> SDA JOB NQ.
<br /> . .
<br /> ' _
<br /> GAB �E EN D SH EAR WA �� CON �1 ECTI 0(� : s-rRucTURA�
<br /> �
<br /> _ _
<br /> .
<br /> _ _ _
<br /> DETAILS
<br /> _ - 2 � 0
<br /> - : S
<br />
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