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<br /> �� 0 . . 9 ; SW Simpson Strong Wall SB . 'Joist ,
<br /> �: ' - ------ --
<br /> �<;, Structural Callouts -Copvri�ht ConstructionCalc,Inc (CCI) _. _...__ _.._- --.-- __ _ _ ___._-- ---- ._.. . ---- ------ --------.-------. --! * -:;---�- . — �� . ,
<br /> �� _ , . _.._ _ __. _ _._.. .. ._ .._.. .._.___ _--_.-----------------.. _ ....__ --------.. __ ______...------ * ; Us = 12° Height,see below. _ _. _ _ _ __ . _ IExisting 2x10 at 16 OC are oka .Ensure solid blockin at bearin locations. -
<br /> 42
<br /> e SWSB12. .Width .
<br /> z.; --_____ .._ ___ .__ --_ . .. _ __ _ __ _ ...___..----___.__ ..__ ------ ---- --- -
<br /> �� Typicai Shear Wall Callout Symbol * Height=foundation to top plate. Okay to order SWSB long and cut to height as necessary.Note SWSB sits directly 43 J �Joist • _ - .
<br /> ; ',on foundation;wall and floor to frame around SWSB. Okay to hang floar joist on SWSB * � (Sister Zx10 to eve other existin 2x10 'oist.Connect with 2 rows of 16d 4" OC. �
<br /> �;� This symbol indicates a dedicated shear wall or panel,the type per callout below. - - - - - -- ---- --- ------- ' ' . .
<br /> �;] * Position to align with outside(exterior)face of studs. Shim as necessary to flush up with remainder of wall. 44 B 'Beam ' "
<br /> �_� Walls without this s bol,or labeled"NS" are not dedicated shear walls-use code- � -- - - - -- --- --- --------------- , ,
<br /> --
<br /> " 1GW . � * Connect top of SWSB to double top plate with SDS connectors that come with the SWSB * � �Use miri., 1.75 x 9.25 LVL.This is in addition to floor'oists.Ali n with oint load from above.
<br /> :
<br /> _ ' standard construction. - - -� -- - '
<br /> �� � * Connect at bottom with anchor kit SWSB AK18.Anchor bolt,use all-thread,diameter per anchor.kit,extended to 45 B iBeam �
<br /> �' 3.4 f Min. length of shear panel,ft. ---'- -- _ � - .
<br /> �� footing bottom rebar and use double nut and 3" x 25" washer on embedded end. ---' * -- -- ,
<br /> �> I f"W",c o n s t ru c t e n t i r e W a l l p e r t h i s c a l l o u t,w i t h m i n i m u m i n d i v i d u a l p a n e l l e n g t h s j �Use min: Sx13.5 glulam. .
<br /> �:; 10 ' RD Roof Diaphragm ' * � ;Min bearin len th=3".
<br /> ;3 indicated on plan. _ _ __..____ _._....___.__.___. .__._...
<br /> �- " * . Good for Eh=230 plf,wind and seismic. Max aspect ratio= 3:1. _ 46 ; B iBeam ' *'
<br /> �' Trusses or rafters: 2x at 24 OC max. i �� �
<br /> , * „ r �--�----
<br /> � 1 PW Shear Wall,Plywood or OSB . _ � _ . _ ___._ .. _. .___ . _.__.. .---_- , !Use min: Sx10.5 glulam,or 6.75x9 glulam. " .
<br /> _ _ _. _ _. .. ___. ..__ _. _ ___ . ..._ .._.__ _ ----- _-- -- -_..
<br /> �-�' Shear Wall.Good for Eh= 120 lf seismic; 168 lf,wind. * � Sheathin 7/16"min. OSB or CDX 1 wood. �----�- *�- ! --�- �� - �
<br /> �rt„ * __ P...t__._ ..._ p-__.. _ _ __---__ ____... .----- ----. _ '
<br /> _ . _ _� ._ _ _
<br /> - -- --- -- __ � � � .Min bearin len th 2 .
<br /> �� _. : �`_ . Studs _.._._. _____ .. ._ __.__ ---__ ...__ _- --- - ---- -.- ._.. __.. _ ._ ' * . _Sheathing Layout: Case 1 per IBC 2306.2.(1) B iExisring Beam
<br /> _ 4� � � ,
<br /> ��'� Where stud len th is 10'or less,use mm.2x4 at max. s acin__of 24 � * � • �� �� � -- - --� ---- --
<br /> �;;� ____.._ ___..' .___. _ _ _.--_ _ g._.---- -___ __ __ ....._ _ ._ . ..._----_p._ g _.��__._.---_-.-----_- _---..---- .__._______ _ Nailing,use 8d at 6 edges, 12 field. __- ; ; ;Existing beam loading and span unchanged.Use existing beam if in good condition.If damaged or otherwise in bad . -
<br /> ��; - Where stud length is 10.1'to 16',use 2x6 at max.spacuig of 16"_OC,_or 2x4 at max spacmg of 12" OC. ' * � . • � - � "-------� ' * !
<br /> $ ,__. ._.. ._._.. _ _ __ Blockmg. Not required except at supports and at connections to shear walls below. I ;condition,replace with equal or stronger beam.
<br /> �-� * Sheathm_ One side,7/16"min.,OSB or CDX plywood. Sheathing may be oriented either direction.
<br /> � _..____ ._. .. .._.._. -_;-. ---g'_ _ _ __ _ : . : , � _.---- --.__.____ . : . _ ll ' FD Floor Diaphragm 48 ! EP ;Existing Post
<br /> `=� * ' Naihng,use Sd.Edge spacmg=6"max.Field spacmg. if studs at 24 OC-6 max. If studs at 16 OC,field spacmg- . _ :__ _ . _. _ _ _ _ --�- ---,--- --- - - • �
<br /> __.._._ _..___ -- ---_ -----
<br /> � ; 12"max. • * Use min.,24 oc rated, APA Sturd-I-Floor;either 3/4" species group 1,or 7/8" species group 4.May be OSB or I * ' ;Existing post loading and length unchanged.Use existing post if in good condition.If damaged or otherwise in bad _ '
<br /> " - - '- ' - � �- - ----- -- " " -- --�- - - t ood. Good for 130 sf total load,L/360 deflection,with oists at 24" OC. � i condition replace with equal or stronger post. ,
<br /> �> � Boundary Members: : _ .P Y�' P. . _ _ J _. __. _ _ _--- -_____ . ..__._ _------ � '
<br /> ;�-, _ _. _ _ __... _. .._.- -----;---_ _._.__... -----. . _ __ _ Sheathing Layout: Case 1 per IBC 2306.2.1(i) 51 J :Joist .
<br /> -- -.. . . : .... __. *
<br /> �: - To lates use double 2x with 48 min s lice len th and 8,mm 16d na�ls er s lice.Good for 1,200 Ib dra force. __ - _- ----- - - �
<br /> �s --- -- - p� � p� - � g - - -� --- � � -p - p g * Orient sheets continuous over two or more s ans,with the lon dimension across su orts. ` * '� �Sister 2x10 to each existin 2x10 'oist at 16" OC max.Connect with 2 rows of 16d 4"OC. • �
<br /> ., Bottom lates and studs with ed e nailin 2x min. ; P g _ __pP_..... _. _ _. _____.__----_ ; I �
<br /> ,;; - P g g_.._ _ _. * - c ec nai sc ,
<br /> - � - � � --� � �- - - Glue,and onn t with ring shank 'ls or#9 rews at 6" edges, 12" field. 52 - B `Beam
<br /> �:� ' - __..; Blocking:Not required.(per ANSI/AF&PA SDPWS2008,4.3.7.1) _ � � > _ _ _ _ ___. _------ ------ ------- ' ----- - - -- . .
<br /> � -�- * . � - - � �- - - �-� �� king: no rts(beams}an �Use min.,2- .75 x 9.25 LVLs nailed to ether with 2 rows of 16d 4"OC.This is in addition to floor oists.Ali
<br /> Bloc t re uired exce t at su o d connections to shear walls below.
<br /> Top of wall connection: ; �x� � 1 g @ . � �
<br /> -: 14 FF Floor-To-Floor Holdown �
<br /> _ . _ _ _ _ .. ___
<br /> _
<br /> ' � - Pecpendicular truss or rafter heel on top plate.Use continuous blocking(vented bird blocks are okay)between heels. : - _ ____ __.___. .._ __.. ____________ � wi pomt oa om a ove.
<br /> ��� Use roof edge nailing into top of block.Connect block to wall top plate with 16d toenails at 4" OC.Connect truss heel * Good for 1705 lb tension. 53 � B 'Beam
<br /> �,� � _ --. _ _____._. . _-----.. ----- -' - - -- - ---- ,
<br /> ' ' ' Use CS 16 vertical stra a lied to outside of wall sheathin Attach to min.,2x stud lined u above and below rim � * IUse min: Sx13.5 lulam or 6.75 x 10.5 glulam.
<br /> _, _ to top plate with SDWC15600 screw,or H2.5 inside or outside of wall. * P PP � g• P � ' g �__ _ . ,
<br /> �: ----. ---:-_ � +
<br /> ` Parallel rim to top plate: If sheathing is continuous over the rim,no special connectors required. If sheathing stops at joist. Fill all nail holes with lOd. `� � -
<br /> ;;, - _ _ : ,. _ _ i * �M = .
<br /> _ _ _ __
<br /> �� bottom of rim,connect rim to wall top plate with A34 or LTP4�24"OC. . * : !: If strap falls on header or beam below,nail to header or beam and wrap around bottom if necessary. 54 � B f Beam in
<br /> � -- _ -- _ _ _ ___.._ _ . ____. _ __ __ - -__
<br /> eann en t
<br /> ��,, �- ---
<br /> �=:t ' - Perpendicular joist to top plate: Use continuous blocking between joists. If sheathing is continuous over the rim * End Distance: 12"min.to each u er and lower studs.A rox total len th=24"+de th of floor s stem. j � i�Use min: 3x6 glulam,or 4x8 DF
<br /> �:; _ _ . .
<br /> t; ' blocking,no special connectors required..If sheathing stops at bottom of rim blocking,connect rim blocking to wall top 15 HD Alt 1 -Holdown-Embedded Strap Type. ------- - ' -- - -
<br /> ' � * I = � ,
<br /> �;�'� late with A34 or LTP4 24"OC. . * Good for 2185 lb u lift wet set a l�cation onl � M '
<br /> ; in bearin len th 2".
<br /> ,� ' . _ .P _ _ G� _._ _ _ . _ _ . _._ � ; P � > Y --- --- --- -- P ,Post •
<br /> ��_ , * Bottom of wall connection: _ � * LSTHD8 f _ _--._ _ ----- �U -
<br /> r _--. ..._ _..____. _._. _ . Us or no n condition. _. -. .. __. _.--- .._._.____ * � se min.,2-2x4,or 4x4.
<br /> � 61
<br /> �w;, � __... _ ._ _ _ __ .._ ---- e 'm joist
<br /> - --- .
<br /> „ .
<br /> -� - Bottom late to wood framin below: 16d 6 OC � " - --- -- ---
<br /> �i _ . P g � .--.. - - -------- - For rim joist condition use LSTHD8RJ. : _ � * i �If embed in wall,connect to top and bottom plates with face nails or A34 clips. '
<br /> �,. - Mud sill to concrete: MASA or MASAP, or Sl8"anchor bolt or 5/8"Titen HD with 5"min embedment, @ 60"OC � * � Nails,use 16, 16d to 2 2x,3x or 4x stud. - - +-}--�,-
<br /> `' and within 12"of corners,ends and intersections, with 3"x 3"x.229"min steel plate washer with edge of washer ' 1 I :If not embed in wall,connect at top and bottom with PC,AC,PB,AB,CCQ,cleats,or similar.
<br /> r, . . _ _ _ _ _ __ __ __.. _._ _. ----
<br /> �� within 1/2"of ed e of sill late(slotted with late washer under nut oka .) Alt 2-Holdown-Bolt Type � * i 'Ensure min.,4x blocking throu h floor cavi below. . •
<br /> .3 . . . . . ... . . . _".. . .. ... . __..
<br /> t;� 2 PW Shear Wall,Plywood or OSB * Good for 2215 lb uplift 62 ; P ;Post , ' � � •
<br /> ,��� _ ._ _ __ . . _. __ - _ _ _. ---- - ----- ---� - -- -
<br /> ='� * Shear Wall. Good for Eh=450 plf, seismic;630 plf,wind. * , , Use HDU2 to 2-2x,3x,or 4x stud. � * ' `Use min.,3-2x4,2-2x6,or 4x6. � �
<br /> _._ . . _ _ _ - --- ----- --- --� ---
<br /> ; _ .
<br /> - --
<br /> ���� * � • Anchor Bolt,wet set: use 5/8"diameter SSTB 16 or e uivalent. If too lon to fit in footin ,bend 90-de rees at bottom * �If`embed in wall connect to to and bottom lates with face nails or A34 cli s
<br /> �,� Same as 1PW with the following exceptions. * 9 g g g _ i � _�__P _ _ P _, P • ,.
<br /> --. .._ _ _ _ ---
<br /> _
<br /> ��
<br /> ,;3 - Blocking: All edges blocked with min.,2x. of footing,maintain 3 cover at bottom of footing. _ _ __________ * , If not embed in wall connect at top and bottom with PC AC PB AB CCQ cleats or similar. , �
<br /> �:.n� -- ... _ . _ _ _ __ __.. _ ____ ..__.__- --_ _ . _ _ __ _ ----- '--------- -- > > , � , � .
<br /> �:' - Nail edge spacing,use 3" max. * Anchor Bolt, Rotohammer: use 5/8"Titen HD or all thread& ET epoxy,with 6"min concrete embedment,centered in * ;Ensure min.,4x blockin throu h floor cavi below. �
<br /> �� --__: _ . __. _ ......._ .__ _ _. _.__..___ . ____ _.__.___ _.____...._ ._._. __ .__.. __.__ .__ ._ __ .__ . _ _ _.__._ ' stem wall. ; '
<br /> x� - Mud sill anchorage spacmg,use 32 OC,max. : 63 R Rim .
<br /> �'�� 16 HD Bolt Type --- --_:.-, - - - -- - . � .
<br /> �: 3 ;GW Shear Wall,Gypsum Drywall _ _ _ _ _. _._. _.__ __ * ;Over craws ace en use 2-2x10,5'lon min.,to ca oint load from above.
<br /> �=, . ,
<br /> �? 'r * _ Shear Wall.Good for Eh=220 plf,wind or seismic ' * Good for 4065 lb uplift __ 64 L Ledger . ' �
<br /> �_, :_ _ ---- -- --
<br /> -- -•- --- --------
<br /> �;', _ ', * Studs: _ __ ' * Use HDUS to 2 2x,3x,or 4x stud. * ': ; Use min 2x10 ledger.At deck use PT. Ledger may be applied over wall sheathing or directly to framuig.
<br /> �:, ,_ . .. ----- --.._. .------ --- -- r--- ---------------- - .
<br /> _ _. .. ,
<br /> ::; : - Where stud length is 10'or less,use min. 2x4 at max.spacing of 24° • * In crawlspace pony wall,use 2 studs adjacent(within 2")of 16HD anchor bolt. * : � Connecting to rim,use SDS,or LedgerLOK at max 10" OC,staggered. ,
<br /> _ - _ . .
<br /> _.
<br /> . _ ._.__._.__..--
<br /> ---, ;- -�-----
<br /> �;:; - Where stud length is 10.1'to 16',use 2x6 at max. spacing of 16" OC,or 2x4 at max spacing of 12" OC. Anchor Bolt wet set onl use 5/8" all thread with nut and 3" x.25" washer on embed end extended to bottom of * ; ; Length of SDS or LedgerLOK= 1.5"min.penetration into run ' ' � . •
<br /> ---. ._ . . _ _ _ _ . __._. . . _ > Y>
<br /> =u _ --- _ _.- - ---- ------------- ----:-------------
<br /> ��� * Sheathing: Both sides, 1/2" gyp.,min. May use 5/8"per Arch. _ � footing. * ; � Min end distance of connector to end of led er or s lice=3".Min ed e distance to to or bottom of led er= 1.8" �
<br /> ��5 ' ' * �Nailin for ll2" use Sd for 5/8" use 6d cooler nails or screws at 4"ed es and 4" field. _ .
<br /> ��, . . _ .. g� gYP ( _ gYP . ).___- _ _ _ g , 20 H Header 65 i B ;Beam
<br /> E`'� * Bounda Members: _ _ __ _ __ _._ ._ ___ ---- ---------- �
<br /> _ _ _ __. __ _ - --
<br /> ;. ry __--- . . ___ ___.._ __
<br /> �:; - - * Use existing header,trimmer,and king stud. Loads and spans unchanged. ' '� ; ;Use min.,6x10.
<br /> __ ._ __ __ _ _ . _ _ .
<br /> �'' To lates use double 2x with 48"min s lice len th and 8,min 16d nails er s I�ce.Good for 1,200 lb dra force. - - - - --- - - -� � --- - --- -- -- - - -
<br /> � _ -. . Pp P g P P g - - - - - - ---- - j ,� � .
<br /> T; 21 H Header �-jC nnect to posts with PC,AC,CCQ,clips,cleats,or similar.
<br /> - - Bottom plates and studs with edge nailing: 2x min. + •
<br /> _--- -
<br /> �`, -�- " " � i * General:where 2x is spec'd as trimmer,king stud,or bottom part of°L" header,use 2x4,or 2x6,etc.,to match typical 66 i P 'Post _ _ _ _ _ _ . _ .
<br /> , .. . . _ _ _ . _ _
<br /> � e Blocking:Not required.
<br /> ' -_ .. . - _ _ _ _ _ _ , wall stud size. � � min.,4x ,
<br /> .� .
<br /> z:; * Top of wall connection: _- _ . _. . _- - ---- ---- , - __ _ ---- ---- ------ --- -- --------- -
<br /> `� - - - . - : - „ � . �! * Header use min: 2x8,tall dimension vertical in"L" configuration. Or use min.,2-2x6,or 4x6. ' * Connect at base with PB,AB,or similar. � .
<br /> �� - Joist o�rim or continuous blocking on to late. Connect w�th A34 or LTP4 at 24 OC. _ _ ._ ___ . ______ _._._.___.__.-_ .
<br /> : PA _ � . _
<br /> «� __.___._ �_ . __ ._ _. .. . _ _ - - - . _-----.- ---._.-- � _ For"L" configuration,connect vertical header member to flat 2x with 16d @ 4" OC. 71 � FC ,Footing,Continuous ------------ -------- �
<br /> �;� , Bottom of wall connection: ; ___ -----
<br /> „ ___ _ . ___. __ _ . _ __.__. -- _ __ _ . * . _. _ ; Maximum retained hei ht=4'.
<br /> #�� - Bottom plate to wood framing below: 16d @ 6" OC ; .Tnmmer(a.k.a.,Jack Stud)use min., 1-2x,each end. _.._ � _� -___g T..________-----___
<br /> s� ... : _ _ _ ___ . . _ _. _ . . _ __ . ____ _ _ _ . ._ _ _. _. ----- - ---- * r- ---- 18" wide x 8" tall.
<br /> �,_ >; � * Footm_use min.,
<br /> { - Mud s�ll to concrete. MASA or MASAP or 5/8 anchor bolt or 5/8 Titen HD wrth 5 min embedment,@ 60 OC and � Kmg stud,full height bottom plate to top plate. ______ _ __ _.. g _-_-__-�_� ___ __ __T _ .
<br /> � ' ' " ers e s and intersections with 3"x 3"x.229"min steel late washer with ed e of washer within - Openings wider than 6',use min.,2-2x,each end. ____ . _ ;_._Longitudinal rebar,use 2,#4 continuous,3" from bottom. _
<br /> , wrth�n 12 of corn , nd , p g - .
<br /> -� � • • - O enin s 6'wide and less use min., 1-2x '
<br /> ' each end. * : Stemwall,use min 6°tluck. � T
<br /> ; 1/2'of ed e of s�ll late(slotted w�th late washer under nut okay.) P g > > -- - --- --- - -- -- ----
<br /> `� 22 H Header __ _ __ ;_ Vertical bars use#4 at 24" OC,maac,centered in wall,with altemating 6"bends at bottom footing rebar. - . � ' .
<br /> �r' -4-.GW Shear Walf,Gypsum Drywall __ ------- _ -- .
<br /> ___ . _ _ _._. _ _..---_. ._.._ ___._ __ . . * . . , . . _ - - Horizontal bar,#4 top and bottom and at 24" OC max.,centered.
<br /> :�
<br /> _
<br /> :. � __ _ - � . Gen r 1. wh r 2x� s e d as tnmmer or km s d use 2x4 or 2x6 e c ' ------_ ._ _.---._.----------------.---------_.------------ -- � - .
<br /> •- Shear Wall.Good for Eh- 110 plf,wmd or seismic e a e e s p c g tu , , , t .,to match typical wall stud size _ _ ____ � _
<br /> ,�., • .. ,
<br /> �..�. ; _.___..__ . _.. __ _ _ __ ._..__. _ _ _. _---- ___.__ _ _. __..- --___ __ - - -- - At garage doors stemwall may be shortened or omitted. .
<br /> �,.;4 . * * Header use mm: 2-2x 10 or 4x8. - - , •
<br /> .,.. Same as 3GW with the following exceptions. _ __. ---- ---- -- --� --_- - --- -- --------- - ------------- ------------ .
<br /> �r, ----._._ __ . --- ___ _ _ _ _ _ __ _ ______ _ _. _ _. _.__ ._. .._ __ . ._ _ __. _ * . ,
<br /> � g . � . , * Install footing drains and/or downspout drains per Arch or geotech
<br /> �A Sheathin One side, U2 .,mm.Ma use 5/8 er Arch. (Other side ma be sheathed or unsheathed, er arch.) Trimmer(a.k.a.,Jack Stud)use mm., 1-2x,each end. Where supporting beam above use 2-2x trimmers '
<br /> r n .
<br /> �� 5 ;GW Shear Wall,Gypsum Drywall * King stud,full height bottom plate to top plate: � � _ _ ._ ___ _ _____ _ _ ning Wall-Ca tile ________ __`
<br /> : _. . ._ _ _ _._._. _ . _ _. et See detail and table. Ve
<br /> 72 RW red
<br /> _. _ _
<br /> �:.�' * ' � - O enin s wider than 6 use min.,2-2x,each end. * '
<br /> � Shear Wall.Good for Eh=200 seismic or wmd. p g �
<br /> � - _,_ ;.._. . . _.. .._ ..._ __ _ , _ _.. ... ....__ _ _ _ ..__ _-- _ _ . . _ ___ _. ... ..__._..__ .__ . s 6'wi _ -----_ --- 73 RW Retaining Wall-Braced
<br /> :; ; * Same as 3GW with the followmg exceptions. - O ening de and less,use min., 1-2x,each end. -----� � - ----- ---- ----- --- ---- --_ � -
<br /> �.. _ _ _
<br /> �� - Sheathing: One side, 5/8"gyp. (Other side may be sheathed or unsheathed,per arch.) 30 R Rafter � ; !Se detail and tab
<br /> ��� --- ._:._ . _.. __ _. ..._._._.__ : �� � � -. _ ___�.�; 74 FC :Footing,Continuousle. �,.
<br /> �;� - Naihng: 6d cooler nails or No. 6, 1 1/4" W or S screws at 4 edges,and 7 field. If a 2 layer per side fire wall,the first � For rafrer spans 6.4 feet and less,use 2x4 at 24 OC. For rafter spans 6.5 to 8,use erther 2x6 @24 OC,or Zx4 @Ib - --- �- �-- ----- -- ----
<br /> `' la ers are attached to studs er this ara ra h,and the 2nd la ers ma be attached with standard all attachment. OC,or 2-2x4 at 24" OC. S an is measured horizontall not alon len th of rafter. ___ i ; Replace existing footing and stemwall with this.
<br /> �"' Y P P g P Y Y �rY�' P Y� �- - - -
<br /> ----
<br /> � g g '
<br /> � �
<br /> :, _ _. �x • • . �
<br /> �_� - ----- ------- + �New holdowns er Structural Plans must be wet-set mto tlus.
<br /> r' * Connect rafters to supports with SDWC 15600 screw or H2.5 or A34,typ. -----� * �-�--- --- - p---------- �- - ----- -- -
<br /> �`= -- - - - - � ---- -- - -- -- - - - - --� - -- - ----� �� - �----� ' ' j New mud sill anchors per shear wall callouts may be wet-set or if Titen HD may be rotohamered after concrete has
<br /> �:f - __ Bloclang:_All edges blocked with min.,2x. _.__ _ _ _ --- -- ---- --.._._.- -- 31 B Beam ` ;cured. . �
<br /> __ ;_
<br /> ,, � Bottom late to wood framin below: SDS 1/4 x 4.5 4" OC . __..__ .____ __--_- -----I---- - --r__ ------ ------- -
<br /> �=- p -_ g ---�.-. --. . - _-- ----,-.----- -----.------ --------- * Use mm., 3x10.5 glulam or Sx9 glulam. - ' * ;Temporarily support floor and wall above.Design by others.
<br /> ��, ___, __ .. .___.... . . .
<br /> ' - Mud sill anchora e s acin use 48" OC,max. � --- - - •
<br /> _ ...__ _._._ --- ----_ ---_ -
<br /> _ - __--- - -
<br /> ' * Connect to ost with PC AC,CC ,or similar. * '
<br /> �;_ ; , Q Maximum retained height=4. �
<br /> �� 7 ; PW Shear Wall,Plywood or OSB . ---- -------- ------- -----._._.._ .__ _.... .__. B Beam -----T * �- t - --m u -— cr ot g d/or stem toh " : ' � .
<br /> - - --- 32 Where this footing and ste wall ab ts existin con ete fo in an waTl,ro ammer and e ox 24 lon #4
<br /> y' ` __ ' �. ._ _ _ _ . ___ ___ ____.. .__ --__. ----- I g P Y g, .
<br /> „�, Shear Wall. Good for Eh=450 plf,seismic; 630 plf,wind.
<br /> �:::; - -- ;_ � .---. . ..._. : ._ _ ___ _ ------------ - ----_-- - _.------ _ __.._-- ----_._ * Use min.,Sx6 glulam or 6x 10 DF. _ _ ___ --�..._ _ dowel into existing.Epoxy embedment into existing=6��
<br /> �,� Same as 1PW wrth the followmg exceprions. - ----------- - - ---- --- - .
<br /> - - �- � - - � � - :�� --- - -��- � �-� ��-� „-- �� �� �� � -- * Connect to ost with PC AC CC HUC cli s cleats or similar. ' - Use 2 dowels into existing footings,8" apart horizontally,centered in existing footing.
<br /> €� Infill between existing posts with pony wall: single top plate nailed to existmg beam,studs at max.,24 OC,2x mud ' ' Q' p ' ' -----�- --- --- ;;-------- „ '
<br /> "`` . 33 B Beam � - Use dowels into existing stemwalls,3 from top and bottom and 18 max OC vertically,centered in wall.If existing
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<br /> y� - sill. Line up one side of studs and plates with existing posts.Apply sheathing to this side of pony wall. Okay to leave _
<br /> `�_' ' * Use min.,4x6. ___L ungrouted CMU,grout end cell full prior to installing these dowels. .
<br /> z:: one stud bay unsheathed for access. _ _ __ - � '- - - - „ „
<br /> :.:: . ---..._ . . -- -- - _ __ e .
<br /> � __;_ .. _ _ __. _ ------ ..-----. ... __. _ _.. . _ _ . . _ _ ___- --- - min, 4 wide�c 10 tall. -
<br /> �� Nail edge spacing,use 3" max. * Connect to ost with PC,AC,CCQ,HUC,cli s,cleats,or similar. ___ _ _ _oting us___ . 2 _____ _ _______
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<br /> ;3 -_:_ ... _ .: _ : ._ _ 2�� C max _ _.__ _.._._----------------------------.._..___. _ __ . 34 HB Hip Be -- i Longitudinal rebar,use 3,#4_continuous,3" from bottom.
<br /> - Mud sill anchora e s acmg,use 3 O ,
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<br /> _ : _ _ _ _ _ _ _ _.._.. __.. _... --. * : . .
<br /> ; . ; Stemwall,use mui.,6 thick.
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<br /> 8 `; EP Embedded Post * Use mm., 1.75x 7.25 LVL,or 2-2x8,or 3-2x6. 18" OC 6"be
<br /> ;,� _._ ... _ _.. _ _ _. . __ . _ . .. ._ __.__. ._----- --- ._._. .---------------- - --- ------.. __ __. __ . - - - �- - --- Vertical bars use#4 at
<br /> �::.; ' * Post,use min 4x6 HF,PT. �` Provide temporary support to rafters when installing this beam. ----- r____. _..._. _.-.___�__----__.�_max,centered in wall,with alternating nds at bottom footing rebar.
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<br /> . , . _. . ._ _._____.____ ` Horizontal bar #4 top and bottom and at 18"OC max. centered.
<br /> _ ---- -- __ __._ _..._....-----_.__._. ..-----_... _ -----'---------------------------'---
<br /> ,�5; --_ ,. ___ ------ - --- -
<br /> _� * At top,connect to beams with PC,AC,CCQ,or similar.At end posts,.use EPC,ACE ECC or similar. * Connect rafters to this beam with hangers,RBC,or similar. * '^ .
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<br /> ,____ Q>____ .__.._________ ____._ "Install footing drains and/or downspout drains to match existing or per Arch or geotech.
<br /> _ : _ ._ . .... _ _ _ _ _ . . _. ____------
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<br /> s,� * Center post in dug or augered hole,min. 16" diameter x min. 36" deep. Depth dimension is measured from top of * Connect to ost with PC,AC,CCQ,HUC,clips,cleats,or similar. 75 _FR !Footing;Ribbon _
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<br /> =' finished grade(ground surface or slab if present)to soil at bottom of hole. __ __ __ __ ____________ _ __ 35 J Joist * ; Use a continuous footing,uun.,24"wide x 10" tall. • �..,:��� � ��`� ���k-� �-����
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<br /> �; . _ ___. . . _. _.._ . .._.. _ _--- - - -_ _ - --- -- ----_- ----- - ' -
<br /> �_:; * At bottom of hole,bear end of post on punch pad,4"thick of brick,CMU,or concrete. � * ' � � �� - �- �
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<br /> � Existmg 2x8 at 16 OC are okay. ; * , Lon itudinal rebar,use 3,#4 continuous at mid-hei ht. ��',,..�, f 3_„_�l����,� j ��� s �.��+.���
<br /> �.;;; _ . ____.__.._.- - ----_- ___..------
<br /> _ * On each face of post over the embedded area,drive 4,20d galv halfway into post,equally spaced to provide bond of . 36 J Joist 76 i FR �Footin Ribbon '
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<br /> T * r Use a continuous footin min.,36"wide x 10"tall.
<br /> -;� concrete to post. ---- - . __...._._..__----_ * Use 2x8 No 2 at 16" OC. --i --'- - - - --- g' i � � .
<br /> ;; _. . _. - ------ -- - - -
<br /> '�' ` * For posts not encircled by slab,provide positive slope of top of concrete around post to direct water away from post. 37 J Joist � * i �Rebar use 4 #4 continuous at mid-hei ht Route around existin footin s as necess '
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<br /> "� - - ! At existing pad footings rotohammer and epoxy#4 x 12" long dowels centered on each face of existing footing that I C � 1500 E.College Way#515 '
<br /> �: * Use 2x8 No 1 and better at 16" OC,or 2x8#2 at 12" OC. � � � � ; . T i m K G a r r i s o n, � G
<br /> .r; 38 B Beam i � ;intersects with 76FP.Epoxy embedment into existing footing=4". ' , . . Mount Vernon,WA 98273
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<br /> -' _ _ -- 77 FR Footin ,Ribbon _ � � �
<br /> �33 Use mm., 2- 1.75 x 7.25 LVL.This is in addition to floor 'oists.Ali n with oint load from above. � - I � " g --- --g -� - -------;,- p g ' Consulting Engineer tim @B ne: (360)708-1865
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<br /> ��' 39 B Beam At centerlme of new bearui wall sawcut and remove 24 v�nde stri of existin slab. � g uildersEngineer.com �
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<br /> �� ---- --- - ------- � Use a new contmuous footm _mm_,24 wide x 10 tall,top flush with existing slab. ;
<br /> �: Use mm., 1.75 x 7.25 LVL.This is in addition to floor o�sts.Ali n with oint load from above. � " 11
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<br /> * g + * ' Rebar,use 3,#4 continuous 3" from bottom. � -
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<br /> �s 40 J Jo�st __ 78 ! FR .Footing,Ribbon . !
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<br /> °� * Sister 2x8 to each existin 2x8 'oist at 16" OC max. Connect with 2 rows of 16d cv 4" OC. � * � ^ � • �� �� � --
<br /> �i g � Use a continuous footing,mui.,24 wide x 10 tall. � '
<br /> �;,} . __._. --..- - -- __---- ------ ---- -- --- -
<br /> 41 J Joist �
<br /> r=; ---________. ---__r_.,�..��,._.___._._..__..y.___....___.__w._...e._.__,._� ._..__ _......�._.___�_.. _ ___. New holdowns per Structural Plans_must�be wet-set into this. . . � . .
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<br /> - - � �� - -� Remodel and Addition at 2108 Rucker
<br /> �::; ' � * Use 2x10 No 2 at 24" OC max s acin . * Lon itudinal rebar,use 3,#4 continuous at mid-hei ht. . StPUCtUrill Alli11yS1S:
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<br /> il,; . Ave., Everett, WA ,
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<br /> �;' Client:Rucker II, LLC, Gary Nelson CCI Job Number:T16072 �
<br /> �T� � � Building Design: Troy Philp, Millennium � Date: October 17, 2016
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<br /> Design, Mount Vernon, WA �
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