|
,
<br /> i . .
<br /> •
<br /> -• . HOEDOWN: -SCHEDULE--- : : : , - _ .
<br /> .• SHEARWALL SCHEDULES ( CDX) .
<br /> . . : ..*FOR ••HOEDOWNS .INSTALLED IN .'NEW FOUNDATIONS: ..;:.;., . I ._ -.
<br /> MARK. :SHEATHING :. :''EDGE NAILING' FIELD NAILING SILL .PLATE & CONIC. BOTTOM/TOP PLATE -
<br /> • FND CONN. • THRU BOLAS . EMBEDMENT/ MINIMUM: +G ti4
<br /> ANCHOR . ' . . . NE
<br /> LTP40/C :.de® 20 ORGE: :'I e. .
<br /> RAP �ED
<br /> STRAP '
<br /> E AB ' ® 48 0/
<br /> MODEL
<br /> BOLT � � � ��� �
<br /> ,:.:° ..,: .::';:� .:-: • • W/ AILS SCREWS . DIST. - .---...---........::•:.• ,
<br /> /: : : . :. . / 2x � SILL -PLATE 2x BOTTOM N �` � `LENGTH " `•:.�:�,
<br /> .. . _ PLAT CENTER ON
<br /> 30) 10d COMMON .34" :+ -CLEAR. ' .
<br /> :. . - „.. -• - - :.:`• • • - , , ,• . ,f 0 LTP4 @ 14" 0/C C N/ RIM JOIST :.�
<br /> f� » .A.B. ® 36 /C ( IN SINGLE STUD . .. .SP•AN . ' NA±
<br /> % . ..CDX ONE . 8d .0 '4 .0/C: 8d @: 1 0/C
<br /> W/. 2x BOTTOM . .
<br /> • FACE • • W/ 2x •SILL PLATE 46 10d COMMON „• " CENTER ON
<br /> .. ... . •�� MST60 /
<br /> :•�. . . _ PLATE N A �60.,:. . ... :RIM JOIST - , , _ :. . . ' . �
<br /> • ` •• LTP4 0 12" 0 C IN - DOUBLE STUD :: 3'• rn
<br /> : ,.. • ' •'••10d @ 12 �.. A.B. . .@ 30 0 C .':HOOK..:..TO . : .
<br /> :: �;. vr�' �:: ,:.. . � :.CDX ONE ��`'„•:.:_: .:�_.: .... -
<br /> 2 10d ® ..4 0 C - 2x BOTTOM .' 54 1.Od COMMON N
<br /> / W/ ( ) . 4 BEAM: N A. ;`:N.A i .; ``. ` :. :r=(� :..:' .
<br /> '.. .' . . ... : : � ..' .''�" 0/C W/ �3xSILL LATEMSTC48B3
<br /> P 'N A� IN DOUBLE STUD .,':- . .'�BELaW` ... . . ' -
<br /> - � , . PLATE . . .. •
<br /> . . ... ' .� .. � � , , � - 0 -
<br /> :10d @ 12" A.B. ® 24 0 C • '-:.-'-HOOK :TO`';: ..:'� ;• :.::.. : :j. N
<br /> .::.:
<br /> , 2. ,,CDX`'ONE 10 .0:'3 . .0 C -' ... / LTP4 CAD 9 0/C•::W/ .. . , : (56).` 10d COMMON 7 f. . .
<br /> � / MSTC66B3 ..: : � N A��:�-. � - .6.2.,E , .:. : ....� -: .BEAM ;�: ', '�:::CIA .' ..;..;,NA. . .. . , -:'d- ..: ..
<br /> - -^'- :- -.^ FACE ' ;- ; - -: 0/C W/" 3x SILL PLATE ' :.:3x BOTTOM PLATE / -., . : . • - - •
<br /> �•DOUB• LE S
<br /> . • _ N BELOW v.. - - > aX -�
<br /> 1
<br /> 0
<br /> A.B.
<br /> 0 C
<br /> 1 Od @12
<br /> B U'
<br /> � DUE.E:.
<br /> x� ONE4 2 c OLDOWI� �.•
<br /> c� . EPDXY �H .. .
<br /> /C,� , - - - - . .W 3x SILL PLATE ' " - '
<br /> . >,.„..... .. :. .•. ...: FACE --�•..:.. :`: :. O C / 3x BOTTOM PLATE
<br /> / FOR EPDXY INSTALLATIONS 1N•TO :.EXISTING -'CONCRETE ,::- •• :,. 0� .w - a� -
<br /> U v
<br /> SHE
<br /> ARWALE ::NOTES • •
<br /> :FASTENERS =TO :: EMBEDMENT .MIN .::`EDGE ` : . . U� '; _ �
<br /> :ANCHORS
<br /> . MODEL • .:. ' ,;' . . -..:;.::, :_ �•;::.;;;.,:." . ... •. ... .' • •. �` � �=4)
<br /> :'Y'; : ,:,1:: ;:44.L-, STUD,S,• BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM FIR NO. 2 UNLESS NOTED : BOLT ' : ,.,;,•POST'.:' '� LENGTH-_.: .: :.: I TANCE • � rn
<br /> EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING .. SEE ' :.. '• . �_ "-' . - cO �- o'� -�:�:�
<br /> ,.,. ''� 'C�THERWlSE •ON. :PLANS. . ALL SHEATHING ( � ' , - , . . . ' , '
<br /> " .. 1O 'Y -x2
<br /> »
<br /> S �HDU4 D 2.5 'ATR � 8
<br /> NO
<br /> : S
<br /> SCREWS
<br /> vi
<br /> ►f
<br /> Y •OR VERTICALLY. . ALL ARWALL. - Z . C ) ..4 , .. ..�: ':;. : :::'' . .: . ;: .:,:. :•, : ..:... :.:. . .: ..,. 2. 'SHEATHING .MAY..• BE ..INTALLED EITHER• HORIZONTALL SHE • - .. HDU8 SDS2.5 � ..� AT:::.::1;:'.:;_.: � . ��� '� � ��':. LL HOLDOWN POSTS AND ORNERS AND TO .. : , . • SCREWS : . - . • . .. . ' - : . i:.,;':>:.d-.
<br /> �� :SHEA'�"HINC .,MUST`;EXTEND .TO:', THE OUTISDE ,EDGE' OF A C
<br /> . -' 'OPENINGS.. . • .- ' � . . _
<br /> �� �• -� • •�
<br /> ...FRAMINGAROUND :. .. . ..:' .. :-: . . .
<br /> NSIDE EDGE •OFFR M ��� • � r �" �` ��
<br /> T HE A •
<br /> " 3 ) :U. w
<br /> '( )
<br /> 1 4
<br /> HDU �SDS2.5� � R��:Y�1 •1 :AT
<br /> RE=SC
<br /> GREATER, : ALL FRAMIN :: ' '..
<br /> W ANDG MEMBERS • -
<br /> - - �� AT AI ING IS HEAR ALL 3 ' ,: . ,-:.�.. . .. ... . . . . . . .. ��'.°�
<br /> 3. '.. WHERE. SHE RING N L S • • -
<br /> LESS THAN :: : .: :: :'.. ;
<br /> �,::�° '�•�' . . . iVl G•
<br /> '-EDGE NAILING FROM'�:ABUTTING 'PANELS SHALL NOTBE A SINGLE 3-INCH • ' �� �'' � ,
<br /> ... .:. ..:.
<br /> •...>:: : ..,:. . . ...: �.. .. `' :, . :- :.•..; •HOEDOWN .. NOTES ':::�.,,:':: : .... : .'.; ,:: :�'' :. � �,' �:� ���:.�:� �: � �:'':� � �:.w-' -,::`:::::-;�: ..'=:'. : ::.�.. s�== �:�����:f���': : � . •
<br /> :'''NOMINAL .MEMBER. .: ;ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BO �H FACES, •ALL. • • .
<br /> MUST BOTH . FACES BE . A. SINGLE -I 1. ALL-•THREAD. BOLTS •SHALL. CONFORM :T(�. ASTM : Ap.7: •.
<br /> ::?..:.STUDS AND ,:PLATES RECEIVING EDGE NAILING FROM B 3 NCH - _
<br /> -
<br /> NOMINAL' MEMBER OR .PANEL JOINTS MUST BE OFFSET. (2)2x MAY BE SUBSTITUTED .FOR A 'SINGLE :'
<br /> " 2. MINIMUM CONCRETE :COMPRESSIVE STRENGTH:, €_c =_ 2500;:PSI`.`: NfINIMIM•. WALL: :THICKNESS :IS 8 `. `
<br /> •,.: •:•:;-3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED @ 6 .. . • .
<br /> ,:_.i.., ..,-... :-...::::,::.,-,,......,,...,........::::....,...,:i5..:. ,,i... . i. ,....,•••••::...........,,
<br /> A H,•SID
<br /> - " o c -FROM E C E. � �'� � "
<br /> ...
<br /> . 3. :ALL HOEDOWNS REQUIRE A : 2 ..2.x` 'POST' UNLESS NOTED: OTHERWISE.: HD1111 .AND HHbQ14` REQUIRE A . .
<br /> 2306.4.1 F THE INTER ILDING . 6x6 0 F# 2 MINIMUM POST, .SIZE,.' MO: WHERE.:HOLDOWNS ARE INTO"-THE, WIDE FACE OF
<br /> ' `'`��;•�•_;� SHEARW.A►LL�::�N�AILING CRITERIA. .IS� BASED ON-TABLE 0 NATIONAL BU - ,
<br /> • THE. STUD, :THE STUDS MUST BE �STI'TCH ,:NAILED• TOGETHER :W/ 16d SINKERS:.STA.GGERED .© .4'f 0/C: ; ° }.. •:'.;_' ...' i ',
<br /> ,;>' :�.::�-�CO'DE�:.:•:.:VALUES :ARE'-BASED• ,O.N OSB .SHEATHING w/ HEM FIR N0•.•'2 FRAMING AND COMMON '. , , - ' ,.
<br /> U A •� .
<br /> .
<br /> -, • : <.', -.„ . . 4. MINIMUDISTANCEISFOR 'FORMED:•CONCRETE.:°EXPOSED..;TO WEATHER'' OR `SOIL FOR CONCRETE''` : •- , ' ,. ' -. . . M EDGE - .. - • - .. . , :��
<br /> CAST AGAINST SOIL PROVIDE 3 :CLEAR •TO. -ANCHOR. BOLT: - - ,
<br /> :;:5:';.H.OLD-OWNS.- AND •OTH'ER- CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. iC::<C ':, -,::
<br /> :'.•:: ''<_:. ; ' Z .S .:.AND .L.00ATIONS•:''OF .'THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE ..• . , ` : -.. ' :::::: .,':.' ,
<br /> Y ADDITIONAL ..5.. NAILS SCREWS TO HOLDOWN POST SHALL".BE•,.PER: MANUFACTURER'S ,-SPECIFICATIONS , : % : •
<br /> ,• ;.:''''''''''''''APPROPRIATE -':AND/OR HOLDOWN. •SCHEDULE 'FOR f . INFORMATION REGARDING - :�. :. / �--':W ' • '
<br /> -;;;'-: x::ANCHOR- BOLTS, EMBEDMENT LENGTH; ETC. • ,WHERE (2) 2x s ARE USED AS A HOLDOWN POST, , .::
<br /> 6. WHEN FIELD CONDITION BECOME LESS -THAN.-VINIMUM SHOWN;•°FONTCT:.ENGI-NER•:PRIOR :.TO :,..,.: ; .,;: 1•— •
<br /> .:::';:;::°: .,;SHEARW,ALL:."EDGE NAILING ',MUST BE STAGGERED INTO EACH MEMBER OF THE POST. .•� � `: • • :: � ' - - . . . : . - - ,., :::::LJ. :�'. '�.; , . .
<br /> p W
<br /> ' .. PROCEE ING. - .
<br /> LL
<br /> ff
<br /> 7 INTO CONCRETE OR . ::.. : .. ;::- N N AND CMU, ._
<br /> MINIMUMOF GR
<br /> OUTED M
<br /> T • . MBE DED 'A`R��� BOL S � T : E E L�l ,N.CHO MUS B D
<br /> �� �`� '- ' ' : :. . � � .. � 7. ��ALL HOEDOWN BOLTS MUST: BE :'RE-TIGHTEN D: JUST'��PRIOR ;:TQ, ;ENCLOSING SECOND�': IDE.�`OF:�.WALL
<br /> : . A ' I U OF 2 . COVER. PROVIDE '3 COVER FOR CONCRETE :` :': '.
<br /> �SMAU�. BE :PLACED T,U .PROVIDE ,M NIM M : . ' • �<� .
<br /> CA
<br /> T AGAINST;SOIL .. .,.;. .'.:....:.::, '. . . : .
<br /> •
<br /> •
<br /> , - _
<br /> � '-.� CON�CR�ETE� :USING��SlMPSON�.: :SET��'XP 'HIGH STRENGTH . C�
<br /> 8 HOLDOWN.
<br /> MAY BE ATTAC• .Q71,:
<br /> ':> "' " : PDXY. EM PER CHART. -•:••�ICBo REPORT 140, :,:ER--5-279. DRILL' ANCHOR* BOLT"HOLES:-3 C.:..' • ,,. , , -
<br /> ;.::',<;'7:�fi�:ALI� .M,A�1-�1NE BO.L'FS'::SHALL� ;�BE "ASTM• :A307 •DR BETTER. � HILT! KWIK •BOLTS/SIMPSON � TITEN HP , •; . ;. . SIZE AND BED
<br /> •... LARGER THAN ANCHOR BOLT DIAMETER.: , . :;:'
<br /> f: ` ` }'BOLTS` :QF:: THE SAME:':'DIAMETER:`AS .SW.QWN .IN :THE SHEARWALL ^SCHEDULE MAY BE SUBSTITUTED ,
<br /> : ". .I`OR; ANCHOR BOLTS INTO; EXISTING; CONCRETE.: • BOLTS SHALL. BE :EMBEDDED,A .MINIMUM J.P.F. .33/47. -. - ' - • , '
<br /> . :')•, ,' CON : . . . , � -
<br /> X.ISTING CRE E.
<br /> - - _ HOEDOWN P _ .
<br /> 0 .-:STU
<br /> D-...:: -
<br /> D DOUBLE T PE
<br /> R
<br /> L N
<br /> • .HD
<br /> Q
<br /> U
<br /> LL' 'NAILS., AND ."CONNECTORS,'; IN ,'CQNTACT.:WITH PRESSURE .TREATED• WOOD EXCEPT FOR. :BORITE .. „PLAN SCHEDULE ::''. .: :;: ;:::.';:•; ;.: ' : :::`': OR::PER.. PLAN.- ,);�' -
<br /> .: :,;-,. _-,,� . A., : ,....,,::.. .'.. ., : • .• .. ,: .. ; . .-... : ' ... : :.,SHOWN .• : .: :•.. . . .:. ' . .: ......,'.. ;'.:._• . ' � .•.:.. '- �' .::. ::�:��. : w tt
<br /> TREATED. WOOb MUST BE H0T. DIPPED '.GALVANIZED QR STAINLESS STEEL 0 RESIST :CORROSION. . 2-•2x MIN . EAD R • S .•.PER PLAN- : _..w.. „ •.
<br /> TRAP
<br /> SHEAR .PANELS. PLACE.,'2x6 'SQUASH DIAMETER AND
<br /> BETWEEN .....• .• ..::::•::•• "ilii'' ...1''7 . •• • '',--..:. -
<br /> : .. ,'9. , WIRE, STAPLES.. MAY: BE .:SUBSTITUTED .FOR '.NAILS. ,IN
<br /> ,. . ' . ' .� , ' .. . , . . . . _ CENT � . .
<br /> - . : - . _. . : FLOOR
<br /> . . .. BLOCK EA :SIDE -OF .. �o
<br /> . _ EMBEDMENT PER
<br /> •
<br /> -,• .. ,, ': ... : ,. .. . • . JOIST. WHERE HD .�:.;.; '• . . .. . : .' . �.: ." - ' SCHEDULE - '`- .
<br /> AI UST BE • ST G RED ''WHEN"S•PACED •.'AT :2
<br /> O C.
<br /> ;10. N LSM AGE • .
<br /> � DOES NOT LINE UP -- . ' .,,'_, .,.,,.,,.., �xt
<br /> _ • • • OM A'TE� PE a'
<br /> TT P ,
<br /> . JOIST U
<br /> BO L
<br /> OVER USE
<br /> R� C S AN f • • LEA R P
<br /> , :� SHEARWALL'.:SCHEDULE : 'G..
<br /> • FOR DOUBLE SIDED SHEARWALLS, THE SQUASH BLOCK " •'
<br /> ` : .. • Q : .:' � NO NAILS
<br /> • L�NGTH OF : , ..
<br /> ON EACH -FAEXTEND .
<br /> : -HOEDOWN POST. . . SHEATHINGCE MUST EQUAL TO WIDTH , .-.RIM JOIST:,:OR. :;+: : : : ; ` _: REQUIRED
<br /> SHEARWALL: CONTINUOUS ..BETWEEN HOLDOWN POSTS AS • LATERAL ONLY:.:
<br /> SEE' HOLDOWN : OF HD POST ABOVE :.; ►� BLOCKING PER ::_,' ;:: .
<br /> . SCHEDULE... OR PLAN SHOWN. . : . . (4x MIN • • : PLAN.... •• •• • ' - . •' '
<br /> Drawn - B JIB
<br /> FOR MINIMUM ,. , 5,.. ::: y�
<br /> W
<br /> �" fr rr . .. . PT:. :SI.LL::.PLATE . .•;: .•: . : . . :..• Checked .B . CCC
<br /> ' - , , :. ,...`REQUIREMENTS "� `IN • ' ' ': • FLOOR FRAMING Y PER :,SHEARWALL .^ • ' Date: 1,2-11-18
<br /> .. .. OPENING PERPLAN , - . ' . .
<br /> N NG SCHEDULE PER PLAN
<br /> OCATI F • • EMBEDMENT • s► STEM WALL . DOUBLE STUD •• SDK JOB NO....':~•'
<br /> • LE • •NGTH '
<br /> • • LE TQ H
<br /> OR PE
<br /> R •P LA N
<br /> FOOTING P
<br /> D OOTIN
<br /> .T
<br /> -AN . .
<br /> DOWN • ,�HOL 0 �BE [� .a
<br /> i
<br /> J ;.•'.......'::::.. 0 1 RQ 8 T D 4
<br /> _ S H
<br /> -� ,,.
<br /> ' ' , INSTALLED • . .• . : .. . TYPE •
<br /> OF' HOL,DOWN TO . . . . .- ER PLAN. •
<br /> . d .
<br /> BE INSTALLS •D
<br /> AP
<br /> ' : i DESIGNATION•'-• H O OWN i � STALL:•A�:TI ON .:. �°I.N�T.Q �:-�� �� � .. .FLOOR/FLOOR �-STRAP • -, ..
<br /> SHEARWALL • DES GN SEE 'SHEARWALL. LD , . .
<br /> NOTES`::
<br /> yr
<br /> •
<br /> " •- • SCHEDULE FOR FRAMING': N.AILING.::AND, ANCHORAGE - EVE
<br /> f Y_O RE'TT
<br /> , FOUNDATION
<br /> N ND F U0
<br /> S - 3 .X
<br /> NG 0
<br /> U IREMEN
<br /> TS
<br /> EX
<br /> ISTING
<br /> �R ,E Q .. OR• P
<br /> LA RE' 1.Eif. MIT
<br />
|