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1' 1_]avElz F�oPfi ��raA i�
<br /> zjl Ee LFv (,ATER4(- a,RIa2s -ALL nl>w P.-F-s Aaz-
<br /> 4PP€u- Des— - DCr< FCam,,(,� -;eE 4X-H.
<br /> s Rn Roofllra era ..
<br /> • Good Ho m Eh-230 If,wind and seismic.Max aspect ratio-3:1. 40 L Ledger
<br /> - • Trusses or raHers:2x a 24 OC,max. * P L' loi -spanning up to 8'
<br /> Good for40 psfLL,]5 sfD with' su
<br /> ___________________________________ 7e • All trassea crafters shall he connected to bearing members witth112.5.Hl,hanger,or as otherwise shosvno Use min HF ledger 2x8 PT
<br /> 12fF ❑ .---1 eat out Attached tod:woo
<br /> b tb f Sh Sheahin.7/16"min.,OSB orCDX plyumod. H ri connecting to rim,we SDS.steel x 9"K ama OC,staggesed.
<br /> Ice 4 38 8 t Sheathing Layout Case 1 per IBC 2306.2.1 1 - If comeutin to surds,use 2,SDS,or 2, OK er21
<br /> +
<br /> \� v/ v • Nail' ,use Sd at 6"eel 12"field. - of SDS or erLOOfull etiation into rim err 3"min embedment into stud.
<br /> i _ --- - %am -- .. •_ Blockin:Not re Min end distance ofcomecmrIn end of led or -
<br /> _ __________ _ _..._--g_.,.guued_except a_ nets beams and walls below. ledger splice=3•.Mmed distance to bettd.oflodger
<br /> ........... :, Floor Dmaphmagm Attached to concrete wall,use 5/8 diameter min 4"embedment,Titea HD or wet-set bok Q 16"OC mat,
<br /> -1�• Use min,3/4' APA SNrd-I floc.Maybe OSB m lywood. +
<br /> 6P • Contractor to-iry spen rating(Note:24 oc span raring is suitable forloists at 16•or2A"OC and up to 130 staggered,and within 8"of splices and ends,with 3"x 25 washes.
<br /> fwtal load.) 41 PB Post and Beam Sheathing Layout:Case 1 pc HSC 23062.1(1) Beam,use min 4x6.Connect to post with PC,AC,cleat m similm
<br /> 3 � � � ------- I • Orirntsheeu contimous ovestwo smote with the] dimension across • Post,use min.,4z4,spacing and location pesPlan.Comwttofootiogwith PB,AB,or sim0ar.
<br /> 3 _ Glue,and correct with ringshack nails or#9 r Where inn lead above,ensure solid bloelin thro flooreavi .
<br /> z J ,I Blue, :tot tired except at tars screws,at 6"ed ea,12"field.
<br /> (hems)and connections to shear walls below. 42 P Post
<br /> :. + -_— - - to stud a Ensure solid
<br /> 1lFF 8 _ or-To-floorHoldown-Twisted Strap Use min.,4x6.Posation under post above.
<br /> �Good for 1�lb tension.
<br /> � r - PP toouhdc of blocking through Hour cavity to align withpo'above.
<br /> Type
<br /> 0 I' } Use min.. 20 vertical twisted strap a lied wall sheathing.Attach edge of sbeas Connect to misting concrete with A24 with 1/2"x 3"
<br /> 3 panel above.Attach to 32J below. + 8 lag to post and 1/2"x 3"linen 1ID to wnurete.
<br /> 2 fib " ;Cut slot in floor diaphragmas necessary. 71 FC F � Coctotinu�ton 'to training orfloordi with 2,A34.
<br /> 121 FF Floor-To Floor Holdowa-._-___-- -_
<br /> Good for 1705 lb tension. MaximimretamW height=4'.
<br /> _ Footin use mim,18"wide x 8"tall.
<br /> d W 3 nv 33 B .�...•-`I a sheneang.Attach to min.,2x sad lined up above and - Lo 'tudinal mbar use 2 N4 continuous,3"from bottom.
<br /> 2 i '•�� Ua CS16 vertical lied m outside of wall
<br /> =' tcE !below Iim'oia.Fill all nail holes with 10d. Stemwall,use ads 6"thick
<br /> 32 •':i��`35B H falls on header or beam below,na'Imheader or beam and around bottom if— - Vertical we#4 at 24"OC,mane,centered in wall,with 6"heads a bottom reber.
<br /> 221t 22N 22 H Z3 C End Dismnx:12"min to each and lower studs.A x tonal lea =24"+ of floor - Horitnnmi bar,#4 t and bottom and at 24"OC max.centered.
<br /> 5.5, 13:1 ISM Heldowa-Bolt Type * At edoors,stemwalma be shortened or omitted.
<br /> Good for 307516 uplift * Install footing drains and/or downspout drains per Arch m geotech.
<br /> Use HDU2 to 2 2x,3z,or4x said 72 FT Foouat;,TMckaned Sisb
<br /> ice¢ Anchor Bolt,wet set:use 5/8"diameter SSTB14 or equivalent. Use a monofltldcall oared thickened slab a b locations:nun 8"tall x l8"wide az bottom
<br /> I.P N a Lo 'tudinal rebar,use 2,#4 continuous 3"from bottom.
<br /> .ToIST$ Anchor Bolt,Rotohammer,use 518"Trten HD or all thread&ET epoxy,with 6"min concrete embedment, * Extend slab reinforcement ifan tlmu this footin
<br /> • Centered in stem wall.
<br /> 16' P 'Post 73 FS Fao' Sat
<br /> Fon' use min l8"widex]0"tell.
<br /> -- ro'n• Use min 2 studs under t load above.
<br /> 17 L Ledger
<br /> MAa� LEv. LQTeLAL9 NDLS — re- tut F` .aA Azs FD • Use min or 74 FP FootingPW�alrebaruse #4c°nunuousc®kreA
<br /> II + sheathing diw*tD flaming• * poutingto be min 18"s x 10"tall.
<br /> -Eev- c- 154 tu(oe S`SM$oL/Or:As-ls F6crNDIgTIrsU w LOWE2 FLooR. 'F2d✓''tlA(¢ H to rim,use SDS,w Katmazl6"OC,smggered. * Rebar,use #4 each 3"from bottom.
<br /> �'I PEJ2 I lies 3404
<br /> �.._.....__._-......._._._-- -�XLSig �w,$b {-t.celLs,oK-der-Is.
<br /> a(� If to studs,use 2,SDS,w2,LedgerLOK stud 75 FP Footing,Pad
<br /> iiyy..��'''' / of SDS or Led LOK=fall tie,into nan,or 3"min embedment into shut Thisf to be centered under 42P.D' out under misting commtous fooun as necessary.
<br /> ALL Saar•fc�S d (jFfa2 vc g- - ISTE{ �d4S LEo ikAW7, W(O�rj]r 86L footing g g g sea.Top ofths
<br /> AUG- /aF D OK AS F l BL l PoC �f(o�}. Min end distance of comecmr to end of ledger or splice=3".Min edge distance to top or bottom of ledger footing w confect and bond with bottom of ex sun fmtiag.
<br /> �- ---------=�:-c=_-_?mt�=:=_=,�; • =1.8" * Footimacbemin.,30"s x10"tall.
<br /> 22 ®; ®; 1�(Ew F ot1 �J o t5't 5,CLSE 30 7_ Reber,use 3#4 each ,3"from bottom
<br /> Y;e`S 44-AwluVcl -``i EE r14.ct(. __..._.... _. - 21 H Headerm�
<br /> h l STt� 1=2 tf K I O K- }Ji?i 4 �. _ - -- ��Subgrade,use structural fill or native material,compacted to 95%relative compaction It is strongly
<br /> .. ............ comrmte to es use all
<br /> s% i i I - Trimmer kata'IJlscdkt S ion rain.,2x4 each end. holes recommended that all structural fill be eirxked by aerotechnicai consultant
<br /> -' .. '------- ---------- slid,use min.2x4 each end,fall het bottom plate to late. Concrete thick n..a,-.4"min
<br /> .� _'- ___ E L o .� t3G. 76 S
<br /> _ __________ _ ----------------- 22 H!Header Reinforcement,ruesun oftlu foflowi
<br /> .... 77F I • .Use min,2.10 w Z 2x6;w4x6. - #3 rebara 24"OC,each wet,centered m slab.
<br /> 12FF zg- 2fH _ 7[ R2FT I' • Tnmmes(ark a,Jad Stud)use min.2x4 each end. Welded wire fabd W2.9,6 x6 6Ga centered aslab.Splices o 8"min.
<br /> Vl( 41P8 ___. • - - Fiberneh m bobiTersreeommmdation
<br /> L 5 H 22t1 \6' 71 fe :xin s use min.,2x4 each end.
<br /> ----------------// 23 g'geades - Helix microreba,min•,5lbs. cubic
<br /> r _----- �'> - Y a--. Y / I Uae min:2,2x10 or4x10. Control Joints:Maximum recommended spacing=8'OC,each way.This is a rmnatnrctuml item and may
<br /> be changed or emitted Owner on Architect
<br /> I� .�_ Trimmer(aka.,Jack Stud),under with point load abo • min
<br /> r z _ 3, �8` ,C• ve,use min,2,2x4.Under other rod,use tom. 77 FP Faoaog,Paid
<br /> mi tom c rbarderuodm dab.
<br /> 2x4.
<br /> 3f$ stud,use min,2x4 each end.
<br /> r This footingto be centered under 'for 39B.
<br /> ZtN a-, 24 H Header
<br /> _.. Temporarily support floor above.Sawwt misting slab and remove.Top ofnew footing to be gush with top
<br /> 3 - --
<br /> ! 2,2x10 or4x10..�
<br /> ------------
<br /> I, N I I 765 • _. ofexistin slab.
<br /> IZF{ 3 _• 'Trimmer(a.k.a.,leek Smd)use min.2x4 each end.- Clem and prepare existing sawM faces withbmdio
<br /> i Ii� ¢ ________ ____ -; sad,use tom 2,2x6 required.
<br /> 8 agent prior concrete.No dowels
<br /> to new
<br /> �-- each end
<br /> II. 'Hesdv Foutin to be min.,24"square x 10"tall.
<br /> •' ! IPB ; IUse min:2=2xI0 w4x10. - ---- Reber,use3#4 eachwa,3"fr-ebots--
<br /> *
<br /> 3n ,
<br /> s-c-a-_-:-: 3f5 • Trimmer Jack Send)uu min.2x4 each end., ad
<br /> 78 FP Foo P
<br /> -r
<br /> :�' :. �� • � � stud,use tom.2z6 each end. milarto77FP tsizc is 42"x24"x ION tell.
<br /> H 'Heads * S.
<br /> I - ......... i _ _ ____ ______ _ ________ _ ___ _ -__ ---_ ... _..... .._.____..
<br /> P
<br /> . 42P tFG 261. Use min:Sx15 glalam,on 525x14 PSL.
<br /> 71F
<br /> I ) Trimmer( _2-lK t I, 26N 1, :. _ _ _ __ _____ I
<br /> ---------- :13' 8 .i - ------ -- - -- - ----------------------------' T sad use nun,3-2x6 each end. ..
<br /> I L6P --_-__ beach end.
<br /> i as ! - AT Decxs LF� usE E zs '
<br /> I •�-:- �S -- " i3�Use min:95 TH I10 max act of 24"OC. '
<br /> t �'
<br /> • ................._..........._. lt-+---_�---- ------+•+; 'REST of DEot<-FLAmItaC7 Ft> 29 3 3oist
<br /> jpb2 An_c.ti,TYP ----- - _--.
<br /> Use min:95 TH 210 maz of 16"OC.
<br /> - 13 µ� 30 J Joist
<br /> _-, ---------- -
<br /> - i (t,�cAI+PP�• -._....... + :Use min:9.5 TH 110 max of24"OC.
<br /> 31 J 'Joist ..
<br /> —� •�m 11-7/8 TH 110 m« of24"OC.
<br /> 32, 7 J�
<br /> 1.t--(RyySSE fln-i ' I�trutxttnl Callouts®-Covvrieht ConStructionCalc.Inc(CCII May replace one typical or may be in addition to 29J.
<br /> '.Q S �F-w I�ct, 8Y d1 NQ S- - - - - --- - - ---- _ --
<br /> O f ,1,, PLim undesedge ofopemng above and to align with 1lFF where app i able.
<br /> K F Lev.'F'?,AAlUG - ALL ,JE�4. 'a.00F� AjLE• 5�D i. Typical shear wall Callow Symbol �+�.1r-I-banger,-Uor LUS.
<br /> Thus symbol indicants a dedicated sheer wall or petrel,the type per colour below.. +* At nos-h end.corunct m bearm with HGAIOKT wTS12.
<br /> ALL, L.ED6i Ga,.. An E 1 t+l 1 f L • GW r� Walls w boKp�-
<br /> mbol,or laheled'NS"are not dedieaed rhea walls-u e code 33 B �Beam
<br /> �RR 'andard con . • IUse----
<br /> L-A FT625 f7 E'AWS y �bSIS - SEE Art-2-�• � - _-y min 2,2x10 or4x10_......__
<br /> Min.lrnpanlft. _ .lf"w", tire Wal per this callaut withminimumindividualPanellengths IBearonmin.2-2x w4xndicate . 34 B Igeam
<br /> 1 PW'Shear Waq Plywood or OSB DetsH Use min:5x15 glulam,m 5 25z14 PSL. -
<br /> -- Shear Wall Good for Eh=120 plf,sets c;168 pl4 wind ��- .Bear oa min 2-2x or4z st.
<br /> ._. Smds .. ..._ .. iBeam _ 18579 W.Lakeview Lane
<br /> 35 B
<br /> Wham sdd length sl0'or less,rue m2x4az spacing of24 _ --II— Usemin:5x13391.1 ,ot525x14PSL. K. iron,-P.P.E. Mount Vernon,WA 98274
<br /> -r�-e..^ _..._........._. I ..._ ____ -.__ __ ��r - ..
<br /> Wherestud length s101 to16 use2 6or 1.75x55LVLamax spaaogof 16 OC - - IAt hangv,use GLT-HGUS,to-ra1. COOSUlY Engineer
<br /> Phone:(360)708-1865
<br /> Tim K Garr
<br /> _ - -- -.__ ..- B@BuildersEngineer.com
<br /> 'Sheath Sheathing.One de,7/16 min OSB orCDX plywood.Sheathing may be oriented either direction. _T ;Beacon torn 6x6 convent with ,PC,AC ors®ilar. Consulting Engln tintg@BuildersEngineer.com..ISheath�r maybe ppl d to ins de outride of 11 36 8 '.Beam- ._. ... _.__..�._...._..
<br /> !Nailing,use Sd Edge spacing-6 mac.Field spacing:ifstuds a 24 OC=6"max.If studs at 16 OC Held ----
<br /> 12"nuxmm
<br /> BoundaryMembers _ -.. 37 a Bear°°ton6x6 la ConnectwrlhP� or Structural Analysis:Addition and Remodel at 3121 Tulalip
<br /> T p plates use double 2x with 48"min splice length and 10,m n l6d nails per splice.Good for 1,50016 f --
<br /> da force_ Uaemn.�zxle,orz,125xI1.8"LSL,or1.75xll.gLVL.— Ave Everett WA
<br /> Bottompaes-an-vnth edge along:2x min. "_- -- ....._... __ B Remn
<br /> i Use ' .k_ - -' - ®re 3x105 g1ulamots- -or2175x925 LVL
<br /> 38
<br /> Bkrdong:Not rcq d(pes,ANSI/AFBtPA SDPWS2008,4371) 1
<br /> '"g��--" CCIJob Number:T1600
<br /> i Top ofwall connection. -- - __ tt .- _ • l mm.2-2xw4x st Client-JeffWatson
<br /> ..._.1 . ... Buildin Desi n:Troy Millennium Date:February 1],2016g
<br /> Perpendic.].truss or rafter heel on top plate.Use continuous bloacQ(vetoed bud blocks are okay) B Beam S YPhilp,39
<br /> l....+ between heels.Correct heel to top Plate,insidetide of wa14 with HI orlf2 s,tYP_.. HBKI IUse min:5x7.5 glulemorPSL;or3,I.75x725 LVL. Design,Mount Vernon,WA
<br /> I - (Parallel rim to top plain:If sheathing is continuous over the rim,re special connectors required If sheathing A/SKI Bear on min 2-2x aft
<br /> amps a bottom ofrim,connect rim to wall top plate with A34 @ 24 OC.
<br /> - Perp rdr Warj t to top Plau Use continuous blocking betty 7 su.If sheathing is eontim us over the A/SIO GAR
<br /> i - blocking,no special comectors required.If sheathing stops at bottom ofnm blocking,correct non RR
<br /> C/SKI �- tens IJ.
<br /> bloclu g to wall top pl te wim A34 @ 24"OC. OF lrj4,
<br /> Bottom ofwall o tion
<br /> (Bohn plaem oodfi-m&baosv 16d Q4 OC
<br /> a
<br /> 2 �,Shed s 11 m concrete MASA s MASAP or 5/8 anchor bolt m 7"tan HD with 5 min embedment,@ 60
<br /> OC d within 12 of comers,ends d ntersecno s wrth 3'x 3 x 229"inin'eel plate-her vnth edge
<br /> * f h 'thinl2 ofedeofsrllplace(slotted 1Lplacewashymdanaoka.. 2ffl -
<br /> WaB,Plywood or OSB b
<br /> 1 .....SheazWaL Good for LT=350plf,sa'nrF.49�£wmd..-. AL
<br /> (Same as lPW earth the full wing«cepaons. _,. - w
<br /> f •Bloch g:Ail edges blocked w•rth tom,2x,__,
<br /> _:N lede 4
<br /> Anchor bolt a n use 36'OC,nmu. �--
<br />
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