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<br /> AL �,:
<br /> I� L C N D .r
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<br /> - , � U E
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<br /> L CDX
<br /> C
<br /> _ _ _ �
<br /> .. ._. . . � , . WALL PER PLA , u.:.
<br /> _ ._, _..
<br /> : .
<br /> . . FO t10 L _ 2) ����s o� so
<br /> ... R DOWN� I NSTALL�D !N NEW FOU N DATIONS ; _ . #
<br /> ,
<br /> �T ,
<br /> ,
<br /> ; : 51LL PLATE � CONN. BOTT P R EQUIVALENT
<br /> P
<br /> ,_. M A K � � O MITO LATE
<br /> ,..
<br /> , - - G� NAILING IELD NA
<br /> R 5t1 ATNING ED F {LING
<br /> .
<br /> F'E
<br /> , .
<br /> - , . - > .. , .
<br /> - ,
<br /> ... . . • , .
<br /> , _. . : FN
<br /> CON N. PER LSHEARWAII SCHEDU E BU E
<br /> � THRU BOLTS OR EMBEDMENT ; MINIMUM : , AB
<br /> - . ,
<br /> �
<br /> �.: . . MODEL � ANCHOR BOLT � �� pER �, . : � �y
<br /> - - : . . l : le de _ . _ - 2x6 P.T. SILL PLATE W/ � � . ,:�: .
<br /> NAILS SCREWS S EDGE DIST.
<br /> _ TRAP LENGT
<br /> I H
<br /> S�
<br /> f'LAN •
<br /> , _ _ e ,
<br /> . 3 ;, 5 �� �, ,� 48" 0
<br /> .. ,.. , _: . . . . __ „ „
<br /> ,. _ . , . � . . 2x W 2x � , ,"
<br /> _ I / CDX ONE FACE fi /a A B @ 48 O/C W/ LTP4 @ 20 O/C / /C MIN.� �
<br /> 6 / I2 C ,.,:�.�,
<br /> _ :... @ @ ;.�>
<br /> , .
<br /> Q a d OC 8d O/
<br /> 51LL PLATE BOTTOM P �' >:��...
<br /> ,
<br /> �a-rE G r
<br /> J BOLTS �
<br /> ; . . 1 » . BACKFILL W POROUS N � n
<br /> . ..�\ » ,
<br /> . . � .... .. . ' .. ..�. . � . . . ' . . . . ' . ' . ' � � f f.:",
<br /> � . ..�:. .a. V . ' .. : . . ...�". .. . . . . ' . ' " . . � . . . ..
<br /> _ L THD8RJ - � ..., �:; �.,.,,
<br /> N/A (24) 10d COMMON 8 EMBED 1Y2 NA NA
<br /> ; '1'E a� ,� �,._
<br /> -
<br /> , . .. . ; .� ��,
<br /> ;
<br /> MA RtAL (TY�)
<br /> . _. ,
<br /> : , . .
<br /> S .
<br /> TH D 10 R J N ,> » �5 „ „ 5 �� �, ��
<br /> ` - - 3 CD O E ` I C �� /a � A.B. 30 O/C W/ 3x LTP4 @ I 2 OJC W/ 2x . -
<br /> / /A {28) 16d COMMON
<br /> ,10 EM�ED 1�z NA NA �32 X N FACE )d @ 4 O/C � od @ E 2 oic @ .
<br /> , . �. ; `:: _ 51LL PLATE BOTTOM PLATE �� .. � �. a
<br /> . ..
<br /> . - '
<br /> : . .:. ., '�
<br /> �
<br /> ,
<br /> / � d . . e ''
<br /> 4 SDSYx2.5 . » _
<br /> _ \ � 4 3
<br /> , HDU5 SDS2.5. .SSTB20 � ,
<br /> 16 EMBED , 1 /4
<br /> �
<br /> _ A N
<br /> :
<br /> _ _
<br /> N A
<br /> .
<br /> 6
<br /> SCREWS
<br /> �. .4 ; . �.
<br /> •,� . •
<br /> _ . / �\
<br /> 20
<br /> SHEARWALL NOTES . i �
<br /> , SDS x ,� „ .
<br /> ,
<br /> Y3
<br /> _
<br /> 4 �J
<br /> \ � 7
<br /> `
<br /> , - HDUB SDS2.5 SSTB28 . 1 _ . —
<br /> . . 24 EMBEb 3/4 NA NA
<br /> /s �.
<br /> . ALL STUDS C _ .
<br /> , BL iNG, TaP A
<br /> . 0 K ND BOTTOM PLATE . .�
<br /> . : SCREWS S SHALL BE HEM FIR .NO. 2 UNLESS » �
<br /> . .
<br /> . _ »
<br /> ; ; . .
<br /> . _
<br /> NOTED OTHERWISE ON PLAN :
<br /> r „ . T . �4� 9ARs � 18 a/c
<br /> � S. ALL SHEATHING EDGES MUST BE BACKED WIT OSl� D a.' • .�
<br /> 30 10d COMMON 34 + CLEAR ENTER 4N H 2x OR WIDER
<br /> : - . �
<br /> _ \ � EA H�WAY. 2
<br /> :�. CS.14 : N A . . FR 1� M N � �ARS O TOP. �
<br /> :.
<br /> _ . � NA NA ) . ( ) #4 � •
<br /> . ; FRAMiNG SEE NOTE 3 .
<br /> RIM J01 - C - 'cv
<br /> , IN SINGLE STUD SPAN ST # ) . HooK v�R�cA�. BaRs iNTo �oo�nNc .
<br /> � �
<br /> .
<br /> - . _
<br /> ,� - . .
<br /> ;
<br /> > .
<br /> . ...- 32 14d .COMMO �, CENTER ON
<br /> _ ' �.� • .., • ATE HOOK DIREGTION.
<br /> C ) N �
<br /> ,
<br /> LTERN
<br /> _
<br /> -
<br /> MST48 N A _ _ . .
<br /> � - 48 NA NA
<br /> 2. SNEATHING MAY B o
<br /> E INSTALL
<br /> ED EITHER HORIZON
<br /> . :. TALLY OR VERT CALLY. . • •
<br /> . . . _ . ._ . . .
<br /> IN D�U�LE STUD - RIM JOIST I A�L SHEARWALL
<br /> : , . .
<br /> . _
<br /> ` , �
<br /> SHEATHiNG MUST EXTEND TQ
<br /> TH
<br /> .
<br /> . . .
<br /> . .. .
<br /> ,
<br /> , .
<br /> ; : . . . .
<br /> : - -
<br /> ERS, �
<br /> __-
<br /> . ... -
<br /> E aUTISDE EDGE 0 �
<br /> .... . .. :. . .
<br /> _ .
<br /> .
<br /> F A
<br /> LL HOLDOW
<br /> _
<br /> _. . _
<br /> _ .
<br /> ,
<br /> N POSTS AND CORN
<br /> _
<br /> . AND T r
<br /> 0 THE iNSIDE ED E 0� '
<br /> _ , .
<br /> . G
<br /> _ . FRAMIN RO
<br /> G A UND OPENINGS. ` u� - �
<br /> _ , ,. .
<br /> .
<br /> _ .. . , . . _
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<br /> . R
<br /> . . . . .
<br /> OO11NG P
<br /> �
<br /> Ho��o _ � „ �
<br /> WN N 0 TE S . .
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<br /> _ _
<br /> SCHED
<br /> _. . ,
<br /> _ . :
<br /> , ,4 � PERFORATED PLASTIC PIPE: �
<br /> .. 1. ALL. THREAD . BOLTS SHALL CONF
<br /> .. . . ORM TO ASTM A307. , . 3. WHERE SHEATHING NAILI cErv�R iN oNE cueic FooT oF .
<br /> .
<br /> - - . S
<br /> , . G IS SHEARWALL 3 AND GREATER, ALL FRAMING MEMBER � � � � -+�
<br /> :
<br /> . . - .
<br /> ..
<br /> :
<br /> N
<br /> _ . . . ,
<br /> . _
<br /> DR
<br /> # � � u�.
<br /> . , . . .
<br /> .
<br /> .. ... . R
<br /> . _ � �.
<br /> E C E I V I N G EDGE NAlLING FR4M ABUTTING PANELS S �
<br /> _ _. _ HALL NOT BE LESS THAN A SINGLE v
<br /> . .
<br /> ,
<br /> F R E E A I N I N G G R A L A D 1
<br /> VE N DRA N
<br /> , : :
<br /> _
<br /> _ ::
<br /> ,.
<br /> � .
<br /> TO APPROYED OU7�ALL.
<br /> _ . L .
<br /> , : . , .
<br /> ,
<br /> _ . � , .
<br /> . _. 3
<br /> , �
<br /> . . . . 2. .MINIMUM CONCRETE C O M P _ .. lNCH NOM�NAL ME�IBER.
<br /> R E SS I V E S T R E N G T H f c .— 25� �. �4 D D IT iONALLY W HERE SHE � <t
<br /> _
<br /> _ . O PSI
<br /> . ►
<br /> ARWALLS ARE SHEATHEQ UN BOTH
<br /> _
<br /> ,.
<br /> , .
<br /> �, ..
<br /> ,
<br /> �
<br /> , . � . : , . ,
<br /> � . _ .
<br /> .
<br /> U
<br /> : . _ . : . . . , . . . . FACES ALL S >
<br /> .
<br /> _ . ► TUDS AND PLA t� �
<br /> ,
<br /> TES RECEIVING EDGE. NAILING
<br /> FROM BOT
<br /> :
<br /> , . H FACES MUST BE A -
<br /> , , . _ ,
<br /> � �
<br /> .
<br /> .
<br /> .
<br /> ,
<br /> FNDN SHEARWALL CONN
<br /> c�
<br /> _ SINGLE 3--INCH NOMINAL MEI�BER OR PANE1. JOINT
<br /> S MUST BE STAGGERED. IN EACH OF
<br /> -3. :ALL . HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHER�N�SE. : HDU11 AND HHDQ14 , _
<br /> ,
<br /> _ .
<br /> . — —
<br /> : THESE CASES 3x STUD ' � �
<br /> SCALE• 4 1 0
<br /> 1 °�
<br /> REQUIRE :.A -6x6 D F 2. MINIMUM POST SIZE U.N.O. . WHERE HOLDOWNS ARE INSTALLED INTO . S AR� REQUIRED UNLESS SPECIFIGALLY NOTED OTHERWISE ON THE - � a� •
<br /> #
<br /> �
<br /> N
<br /> ,.
<br /> . � O •
<br /> _ .: _ P _ O .
<br /> LANS BY THE ENGINE �
<br /> , ; ER. �
<br /> OR SHEA WA LS
<br /> THE WIDE F : , _ R L 3 AND 4 A 2x SILL PLATE • .� .
<br /> . ACE OF THE STUD THE STl1DS MUST �E STIT U TOGETHER W 16d , # # , MAY BE USED ` ` � a� .
<br /> CH NAIL� � .
<br /> �
<br /> .
<br /> : ,. „ , : � � > �
<br /> :
<br /> . ; ..
<br /> IF TWO TIMES THE NUMBER .
<br /> , . C�F ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE -
<br /> : : SINKERS ..STAGG , lu
<br /> . : ERED � 4 0 C.
<br /> 3
<br /> / - - � � m �
<br /> . :
<br /> , _
<br /> ,
<br /> �
<br /> - - - : ARE USED AND AR
<br /> .
<br /> - _ E EVENLY
<br /> . . .
<br /> . ;. ._ . , SPACED SEE 0 . � c�
<br /> . _ _
<br /> 20 3 IBC SECTION 2305.3.10 .
<br /> ' ..
<br /> : :
<br /> _ _ _ . .
<br /> _ � a
<br /> .
<br /> _
<br /> . ;
<br /> � )
<br /> -
<br /> 4. MIN U . �
<br /> TO WEATHER OR SOIL.
<br /> .. -
<br /> . IM M EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED FOR
<br /> �
<br /> „ .
<br /> 4 � : ,�• .� . . N _
<br /> . SHEARWALL NAILiNG CRI
<br /> YERIA IS BASED ON TABLE : .
<br /> 2306.4.1 OF THE INTERNATIONAL � .
<br /> '�°.CONCRETE CAST AGAINST; SOlL ;PROVtDE 3 CI.E LT. -
<br /> AR TO ANCHOR B� sEE wA� S�C�oNs .. . :-
<br /> .:: .,_ , _ . :: . ,
<br /> - : _
<br /> , . ,
<br /> : . �1'
<br /> . , . . . : , BUILDIN �
<br /> ,
<br /> G CODE FOR CDX Q — FOR SIZE AND
<br /> _ . ; . ,
<br /> ..
<br /> _
<br /> -
<br /> ( ) R REPORT NER 124 FOR OSB . VALUES ARE B
<br /> . : , _ �
<br /> ,
<br /> < , . .
<br /> , . . .
<br /> { } ASED ON
<br /> . � ; . ,. . _... SPACING OF .WALL �
<br /> HEM FIR N0. 2 FRAMING WI1' _ <
<br /> : .. . : H COMMON NAILS. ,
<br /> _
<br /> -
<br /> _ _<5. .NAILS SCREWS T0 HOLD4WN POST S E ,
<br /> _ � HALL �E PER MANUFACTUf� R S SPEClFICATIONS. . . , : � REINFORCING S-- Z I
<br /> .. �. . .
<br /> ;
<br /> . .
<br /> .
<br /> � . .. : - . - . ,
<br /> _ .
<br /> : , _
<br /> _
<br /> .
<br /> .
<br /> .
<br /> .. .
<br /> _ _
<br /> _ , , .' ;
<br /> _.. .. ,
<br /> 0 _ ' • 42 DIA
<br /> 5. H LDOWNS AND OTHER CQNNECT{ONS MAY BE R 2
<br /> , EQUIRED AT THE ENDS OF MANY _ 4 DIA. _
<br /> , .
<br /> : .:
<br /> . ,6. . ALL :HOLDOWN �OLTS MUST BE RE=TIGHTENE� JUST PRIOR TO ENCLOSING 2ND S1DE OF . ► » -
<br /> . , _
<br /> ,
<br /> .. . ,
<br /> . . EARW _ 'o�
<br /> . , SH ALLS. SIZES AND LdCATiONS OF T ES ' ,� 2 0 MIN -
<br /> H E CONNECT�RS ARE INDICAT �
<br /> : ED ON THE
<br /> ,.W .
<br /> _ ALL. .
<br /> . . . ,
<br /> - _- , . � �
<br /> . . , : �
<br /> .. .,
<br /> .
<br /> . . : .
<br /> _ , . _ _ . - �'' ��
<br /> ;
<br /> . .
<br /> :
<br /> . ,
<br /> _ , ;
<br /> . . . :. . . _ . .
<br /> . _
<br /> - ' g .
<br /> _
<br /> . ..
<br /> . . ,
<br /> A FER TO THE APPROPRlATE DETAILS AND/OR HOLDOWN SCHEDULE FOR
<br /> . . . ,. ,.
<br /> : <. ., . . .. . . . . e .
<br /> . .. ' g
<br /> ' , . .' ... .: . a ' �
<br /> ,. . . ...
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<br /> . ..:. .. ... .:: .
<br /> .. . . • , ; , :.
<br /> , :":.: . : .� . . ... :: - . . �d . • ' ,
<br /> , . . �
<br /> ; : . . ` LTS, EMBEaMENT LENGTH ETC. WHERE 2
<br /> ..: .. . ,
<br /> . ... 4 .
<br /> .. . _ _ ADDIT(
<br /> _ : :.
<br /> .
<br /> INFORMATI
<br /> z
<br /> ,
<br /> _ _ . . . . . . .
<br /> _ .
<br /> G
<br /> ARD N C
<br /> ;
<br /> AN HOR BO
<br /> � )
<br /> . . . . . . . . .a . —
<br /> . - , _ .
<br /> , .: • , e. 4. - 4 .•
<br /> , ; . :... .. . .. .. .. , e. . .� .'
<br /> .. . .. . . - ..
<br /> 2x s ARE USED AS .A HOLDQWN POST SHEARWALL
<br /> , D �
<br /> : G AI
<br /> .- . ...: _ . . ._
<br /> :
<br /> . N
<br /> E LI
<br /> E N NG MU
<br /> ST BE ST D
<br /> _
<br /> . . . . , . . . , ,. _ , .
<br /> , _
<br /> . , ,:
<br /> _ .,
<br /> AGGERE
<br /> EACH MEMBER OF THE POST. >
<br /> I TO
<br /> .. .
<br /> . .
<br /> -:
<br /> .
<br /> . .
<br /> .
<br /> ,
<br /> , . _
<br /> �
<br /> . . . .:. , _ � .
<br /> . ,
<br /> ` ..
<br /> . _
<br /> _ , . , . .
<br /> . .. .. . .
<br /> , .
<br /> _
<br /> ;
<br /> _ . .. . . _
<br /> _
<br /> . _ . . . _ _
<br /> .
<br /> .
<br /> _. - .
<br /> . , ,_
<br /> . . : . _
<br /> ,
<br /> ,
<br /> _ . , . . : . , . . ,�
<br /> ,
<br /> _ , _ _
<br /> _
<br /> _ .
<br /> _ :_ . ... _ ..: _ _ .
<br /> . . _ _ 6
<br /> ANCHOR BOLTS MUST BE EMB
<br /> _ ,
<br /> . _
<br /> , EDDED A MINIMUM OF 7 INTO CONCRE
<br /> ,. . ,
<br /> _ :_ _
<br /> _ . , .
<br /> _
<br /> _
<br /> TE OR GROUTED ` � o ��i.
<br /> , .. : .. , . . .
<br /> SIZE & .
<br /> _ _ _. q _ <:
<br /> �► SPACING AS
<br /> _ . _ . . : _ . ,� ,
<br /> , f
<br /> _ _ , .
<br /> _ _ . C U AND , ; � Q! . 4� QIA. �-
<br /> _ . M , SHALL .BE PLACE[J TO
<br /> . . , _ _
<br /> , _. ... . . - PROVIDE A MINIMUM OF 2 CaVER. PROVIDE 3 COV - — — w�R�z. wAt� - .
<br /> . _ . , . , E 0 �1lN. 2 0 MlN. .
<br /> , . . ALTERNATE B
<br /> m
<br /> ' ��
<br /> , ,
<br /> R : � A�
<br /> � . , :.. . . . . - , ; • : ; ; I .
<br /> ,. .:. . . . .
<br /> :
<br /> :
<br /> : . Y S01 . c�norv
<br /> .
<br /> _ . . . _ ,
<br /> :
<br /> _. : .
<br /> . ,
<br /> . . . _ _
<br /> _ .
<br /> .
<br /> _ _ .
<br /> .: . ._.: ,
<br /> _
<br /> _ _ . .
<br /> _ .
<br /> _ _ . . . . .
<br /> . .
<br /> _ . . ; . .
<br /> ,
<br /> .
<br /> , � . :
<br /> . _
<br /> �
<br /> : :- . .. .
<br /> .
<br /> ,. _
<br /> . .
<br /> , . ,
<br /> - ' 7
<br /> A ¢
<br /> . ALL M . CHIN T
<br /> .
<br /> E BOL `
<br /> S SHAL
<br /> _ .. . _. :. _ _ L BE ASTM A3 7
<br /> _ __ . . : , _
<br /> . Q OR BETTER. HILTi KW(K B C�R N E R
<br /> . .
<br /> o�-rs/siMPsoN : �ORCEMENT DETAIL:S
<br /> - . . , , . . _ ,
<br /> � - :
<br /> . _
<br /> . _
<br /> : _ : , , .
<br /> TI T N B
<br /> 0
<br /> . , .
<br /> E HD OLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE �
<br /> - .
<br /> �
<br /> SUBSTITUT
<br /> : � .. ° : -: - . . -
<br /> . ,
<br /> ED FOR ANCHOR E30LTS INTO EXISTING CONC
<br /> RETE. BOLTS SHALL B D
<br /> _ E EMBED ED A
<br /> - . .. : : , .. . . _ ._
<br /> _ , FOR DOUBLE SIDED
<br /> _ : . .
<br /> _ ,� � �
<br /> . . HOLDOWN . POST. . 5EE ; . .
<br /> :...
<br /> :
<br /> MINIMUM OF 5 INTO T
<br /> . .:. . .
<br /> ,
<br /> , EX1S ING CONCRETE.
<br /> ;. _HOLDOWN SCHEDULE OR . -
<br /> SHEARWALLS TH� SHEATHING
<br /> -
<br /> z
<br /> LENGTH OF . _ , :
<br /> - H A , _ .
<br /> = � � F CE MU T . _ .
<br /> C S XT - . _
<br /> " A E END
<br /> . . ON E
<br /> :. _ .. . . PLAN F R MINI _ . .
<br /> � O MUM
<br /> SH A
<br /> E R WA _
<br /> . .. �
<br /> , L .
<br /> - 8. A�L NAILS A D : 0
<br /> ,
<br /> _ N G NNECTO
<br /> . RS i TA
<br /> � - N CON CT WITH PRES
<br /> UOUS BETWEEN SURE TREATED WOOD EXCEPT
<br /> :. . -
<br /> . .,. - CONTIN
<br /> � RE UIREMENTS , , ( FOR
<br /> . Q
<br /> ,
<br /> � ;� , 0 � -
<br /> , , .:
<br /> BORITE TREATE W
<br /> _: D OD MU
<br /> ST
<br /> STS B P
<br /> . N P� AS E HOT IP .
<br /> . ; .. D ED GALVANI _ .
<br /> '
<br /> . HOLDOW SHOWN. } ZED OR �TAINLESS STEEL TO R
<br /> . .. .. . . ESIST
<br /> ..,
<br /> : : . , . . - _
<br /> . _ . . .., .. . .� '. .. . .' , . . . . . ' '. . . " . . . ' . . . . . ' . . ' ' . _ � ' ' . . . � . . . . . . . . .. . � . . ' . : ' � E:;
<br /> �. ' .. � .. . . . . , ' _ . . '
<br /> ._ . : , ; . � ':
<br /> . CORROSION.
<br /> : .
<br /> ;�
<br /> :
<br /> .�.�.. . . .
<br /> , ; . . ,
<br /> ' . � 9. WHERE 1 C}d NAILS A �
<br /> _ RE SpACED AT 3 QN CENTER OR LESS N , P
<br /> < : , AILS MUST BE STAGGERED. OST PER PLAN
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