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SHEARWALL SCHEDULE GENERAL STRUCTURAL NOTES PLAN INSTRUCTIONS
<br /> • Notes oppyescalled out intable below. SCOPE 00SEJW10ES Those pens and accongeryrgcalculations are for the Lateral Face ResethegSystem {BEAD THIS FIRST
<br /> 1 Anchor bolts embedded at least 7,or expansion anchors embedded at least 4'.See detail SW& for Wind and Earthquake forces.All ether sbucbual information has been Fronded by Others.The Wind end
<br /> 2=MASAP on be installed instead of sill belts with washers.When repeong h"0 sill bolts use 7-10dx1 Eartheoke elements are designed based on the plans provided to Sound Structural Solutions,Inc 8 the design These plans are organized so that more detailed or specific information is found in the same
<br /> • :ails(minimum naming)and when replacing WO ell bolts use 9-10dxlVo nods(madmum nailing). is tensed.notify this office m see if the Wind and Earthquake design reeds to be modified.These notes indicate
<br /> 3 See detail SW F Connections vary depending on condition.3a Substttme 16d slant nails Lm s'«for=A35. mum design cepacioes needed f the Wird and Earthquake resisting elements.athe other structural way by following the direction shown below:
<br /> 4 See detail SWR Letter designadans a,b,&c refer ro specific conditions.For gable-end roof plans'Orate a green opacity.use that capacity. GENERA L STRUCTURAL NOTES
<br /> caeecmons see detail SWF. CODE All conditions,materials and consmobm shall conform to the code specified"n the DESIGN CRITERIA.or 'SCtEQAES,CABS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more
<br /> S See detail SW B. other codes required by the governing.pensdsdon. specific information.
<br /> 8 The plate washer shall eothed to within 1/2"of the edge of the bottom',Late thatrecaves the sheathing or rim, PROTECTION Through merina«
<br /> o e and upractices,provide current practide a building envelope that preserve
<br /> At double-sided shearwells,stagger on both plate edges. SCHEDULES
<br /> the ntegrdy of the structure throughout it's oleoma.
<br /> SHEAR FLOW CONNECTIONS/SPACING SW WALL SHEATHING INSPEeraxcNotfy-BuldirgDepartment focinspectionsrequired byloral.jurisdicmn. II run5a'dPWNSsvdloftertreferEo((;BVERALSTRUCfURALNOTESandSCFEDtAFStomere
<br /> SODS Searingo i•d soil shah be see&information.
<br /> FLOOR-TO ROOF-TO We 4 per DESIGN CRITERIA or greater.Footing shall bear on sold undisturbed
<br /> SILL-TO WALL BASE PLATE CALL CALL SHEATHING EDGE feet soil devoid of any organic material and below indicated frost line. DETAILS
<br /> LL&
<br /> -FOUPB]ATION 1,2 tV-SIALL 3 4-WAILS OUT OUT THLCIONESS NABS COMPACTED F].shall consist of predominately Wet-Geded,granular soli,free of organo malarial and "PIANS will often refer to GESERAL STRUCTURAL NOTES,SCIfDULES and CR106-S for noose
<br /> T debris Elf should be placed in manmum 8"loose Woo and compacted m a minimum of 95 percent
<br /> la'0:s Eno r CA35 2 0141 tyspecific information.
<br /> t6d g f0'« A 7/162 ed of Woo of maximum density at optimum moisture content determined by ASTM D-ISS test procedures.
<br /> '/WO.a 60'x 4S oc 3a 24"«4ashall be free crani and without PLANS
<br /> 09 organic material and debris horn one of the following sot
<br /> s/9'0 r 16"oc or _A35 4 xLS50 classes SM-SC,SM-SP,SW,GC,GM-W,and GW. See the SYMBOL LEGEND as well az ABREV7ATDDt6 At0 ACRONYMS f«oilier additional/"O 12'x 8 16"x 16"«4b 16d Rb 3"x $ 4 7116' 8d or 4"on AND RETAINING WALLS Extend fnformation used on the PLANS.The term,TYPICAL(or TYP),used wi h a detail rollout or plan note.
<br /> FOUNDATRAS oats gs to undisturbed bearing soil.CoDA not SII until all
<br /> slabs and/or horims ntel daphoagrare constructed.otherwise preside temporary bracing to resst movement indicates that cher information specified stroll apply in all similar conditions.
<br /> HOLDOWN SCHEDULE There shah be no machine compaction on the retaining sole of the structure fora distance equivalent to 213rcs h YOU lid EANY QUESTIONS OR CONCERNS CONTACT(JSIMMfDlATELY!
<br /> the wan freight We can be reached immediately by phone: (425)775.1023 555 Number:
<br /> SILL PLATES Use pressure treated 2x plates u.n.o. Embed anchor boils at least 7'(expansion anchors For less pressing questions,email us: Inbox@sssenq.com 61502015
<br /> FOUNDATION 4 Use 3"03'00229-wastersThereh
<br /> COMHEHrS . . . shall be a minimum a two bolts per piece spaced not more than 6
<br /> HDUDOIVNy STRAP FASTEPERS 7
<br /> ANCHOR Please help us get to your plans by having this job number handy: 61502015
<br /> feet apart with one Celt located not more than 12'cc los than 4'frau each end of mdh piece. rroject Name:
<br /> *STHD14/14R3 30-16d sinker N/A 6"Stem CONCRETE Pc a 2500 psi minnnum(unless greater psi indicated on the plans).51/2 sacks of cement per
<br /> 10'met embed with SET-XP epoxy in 6' cubic yard of concrete and a maximum of 6 gallons of water per 94 lb sack of cement Maximum skimp is ABBREVIATIONS AND ACRONYMS Smith Addition
<br /> *HTT5ICT 26-ASD//10x21/2 h4'0 T.R. 4".Segregation cif moa Tats shall be prevented through proper handling and plooment
<br /> min thick fon wad WOOD FRAMING in contact wth conaera or masons,or
<br /> / exposed tin weather.shah be pressure treated. 0.6 .ANCHOR BOLT EA EACH P.T. PRESSUIETREATED
<br /> NN
<br /> COECTORS Are FASTISWS Fastertas,including nuts and washers,and connectors n contact Owner
<br /> with pressure treated wooshad be lux-dipped zinc-mated galvanized. BRC a.ocx EMBED EMBEDMENT REINF REINFORCEMENT
<br /> EII
<br /> CCEPTTN:Plam carbon steer fasteners.including nuts and washers,in SEX/COT ant circ borate ' BLOCKING FYbT 631sTwG READ REQUIRED Mike&Jill Smith
<br /> presavadv.e boated wood in en interior,dry environment shad be pernAWed. BIM BOTTOM Mt FOUNDATION SCFED SCHEDULE
<br /> 22
<br /> Pshat meet the following minimum grades(u.n.o.)onforming to'WWPA GRADING ' SARIN(' FIR MOOR 5154 SIMILAR
<br /> RILES FOR WESTERN LUMBER",latest edition: BTWN BETWEEN FRMG FRAME55 STD STANDARD
<br /> WALL,511',5 CIA CLEAR FTG FOOTING STRUCT STRUCTURAL Pruett locaticrm
<br /> 20 EiFk2 CONC CONCRETE G.T. GIRDER TRUSS SW SHEARWALL 525 Wetmore Ave
<br /> WALL FRAMING&BEARING Wats shad be 2x studs at 16"«max with double 2x top plate,and 2x base COM CONNECTION GR GRADE THRU THROUGH Everett,WA
<br /> • plate(enterer walk shall be 2x6 u.no.&Interior wails shall be 204 o.n.o.). CONT CONTIiWUS HO= IDRIZONTAL TM. TYPICAL
<br /> WOOD STRUCTURAL PANELS shall meet the performarxe standards of the"APA"DOC PSL and PS2 for they LTR CENTER MAX MAXIMUM U.N.O. UNLESS NOTED
<br /> intended application(group 5 species riot allowed). DEL DOUBLE MPG MANUFACTURED OTHERWISE Des:gn Professional:
<br /> —13.
<br /> SHEARWALLS are Indicated or the plans with a bold dashed line and labeled SW.The flowing letter DET DEUR, MIN MINIfM/M
<br /> W VERT VERTICAL Design Lines
<br /> am
<br /> desgnaoor,refers be the ShmF�
<br /> rwefl Schedule's SHEAR FLOW CnNNTION6/SPACING table,and the E.E. FAOf END OYER w/ WITH
<br /> TTT number designation refers to the WAIL SHEATHING table.Midliple combinations of leer mentor and nr ES. EACH SIX « ON CENTER wjo WITHOUT designationss may be present Wall Line numbers,.shown inside biergies,refer to correspordng EW. EAO4 WAY O.C. ON CENTER
<br /> engineering calculations.
<br /> 5THD14 .Attach mnimum 32/16 prod index sheathing bo 20(min)STUDS spaced nomore den 16'oc,u.n.o.See
<br /> Sheacnot Schedule fix minimum thickness and fasteners(thickness at point of festered edges governs DESIGN CRITERIA �„ M N
<br /> shear value`.All un o o
<br /> r parrs edges shall be blocked Sad intermediate supports 12"«.CoDo not penetrate m
<br /> STHDI A nails past flush,Instal squash blacks under the ends of all sheawedswhre the framing below does not Gosernhg 12 TBC dintCamgry II O� m c'
<br /> cvovide Poll beanng.Cora rust cripple walk same as the shearwall above,and gale-ends same as the Wind Design Data = cc3 r'
<br /> J
<br /> shearwall below. Beek Wind Speed(3 sec oat"mph 110 Internal Pressure Coe7tcient+.I- 11.18 O ' v in
<br /> ROOF DIAPHRAGM Install minimum 112'CD(plywood
<br /> ae or 7116`058 sheathing with a 32/16 pend indec Surface Rorjnoose B Topographic factor.IC,
<br /> 1.00 ton
<br /> L. o c4
<br /> HDN HOEDOWNS Use 8'x 4'panels web king dimension perpendicular aacos s
<br /> tp with framing.Stagger pond rows Wird Exposure Category C 3 v
<br /> tell the long dimanun.rail all boundaries and supported edges with Odin 6"a and interior supports with J
<br /> ` N.T.S. HDNA Ed* x
<br /> 6" ,blocking not reouau .a
<br /> ed .nEarthquake Design Data z
<br /> BOOR DIAPHRAGM'Install minorum 23/30 T&G Sad-1-Ftcor sheathing with a 24cc pend rating.Use 8' Sesmk Poe-tame Factor,4 I 1.00 Seismic Force Resisting System Table 12.24:A-13 4J M T O
<br /> x 4'panels with long dimension perpendicular across supporting framing.Stater panel rows half the Site Classifcatron D Response Modification Factor, R 6.5 Transverse = On
<br /> beg dmersion.Glue and nal ail Condones and supported edges with lad @ Wer and^tai«supportsC'
<br /> Short PerdodAcceleoomn,5. 3.2u7 5.5 tmtxod ah I—h--
<br /> with IOd.a 6'oe,blxkng rot required o.n.o. to v N
<br /> 1-Saeid Accdration,S. 0.483 2010 Ether.Owed Force Procedure
<br /> ROOF W/RPAf♦1 45500SI�NLS COWBi1)EG and fasteners shall be per CODE Table 2304.9.1 etote.The 1,"s",indica.3 a hadnere Sesmkas ca
<br /> PB15114L7 NOIR P6f9D® connector from the most current Simpson So symbol, Designese Co y 0 Seismic Response Caeffoiaht Ck 0.130 Tremreive D z _ •
<br /> ps Strong-Tie Catalog,hardware with equivilent cc greater opacidee Spectral Response Co fficient los 0.845 0.130 umbeinal = to 3
<br /> EDGE NULS `�� I from other manufacturers may be substituted,maniple you can use.ISPs Dual SpedFrases Chert m make an Spectra!Response Coefficient 5:.h 0.486 Seismk Soon Sheer,V 16711 lbs O a'
<br /> eauiviient r grana opaaty selection. Install per the manufacturer instructions. Le)
<br /> 3 3
<br /> Gravity load Data an
<br /> ,„`_ ,�: '�__t Fasteners and hardware hn conmtt with pressure StoSnd wood shall oe hot-dipped znc�paeed gnleanited. IFloor,L 90 psfl 'Snow,S 25 psfl A S �-
<br /> HOLDOWPW Install at the ends of the shearwall,u.n.o.Attach to(2)2x studs minimum(lamination j Lk! O
<br /> SCUD sID5t1I1@ acme sit @ colrrhe Uorm same as WALL&SE PLATE;stagger nails).u.n.a FWNDATIDN ANCFDR may to extended Sol Data S, I V
<br /> IDE AL IMF S FPRWfS S pyLI with threaded rod aha ia
<br /> courier es required.Revile the minimum ernbedmeM and edge dkta«es speefied IAlbwale Sod Boring psfi P 4 C
<br /> WAL P@BBIS t8tBe5 by dire manuftrcwrer.Daepeo dire fwsedaooe wail and'or footing as required m provide rte retuned iu9htr
<br /> UAQ@ embedment A, :112::4
<br /> �9EMWNIS 20851TE SAFETY Sound Sbucrrai Soluors Inc has not been retained or crnpersated to provide designO N
<br /> andior construction review serrates related to the contractor's safety precautions or to means,methods, r»
<br /> a .. QX
<br /> techniques.sequences or procedures for the contractor m perform their work.The undertakng of periodic site 7 N e C
<br /> SHFAiIIMALL W/TRUSS OR RAFTER BEARING _ —b Lists by the ENGINEER shall not be construed as suprvision of actual cemotrcxtion and rot make him responsible o
<br /> for prosding a safe place for the performance of work bythe contracwr,subceoEecexs,suppliers or deer '
<br /> SWR SHEARWALL ROOF CONNECTIONS employees.«`« [,
<br /> access, els,one work.bays,or, occupancy by any person. /
<br /> OWNERSHIP OF DOCUMENTS These drawings and calculations are the hdliecmal property of Scud Str«rrai
<br /> nN.TS. SWRA Soboons Inc.These drawings may not be used h whole or Er part by any person walnut permission of Sound S'5' i;3
<br /> Strucaaai SONtiars int - e
<br /> dMP)BIl& ?PURR MECELtAT�WLS The contractor shell verify dirnmski s and condliors at job site.The contractor shall t7.y'�'
<br /> SMUCT ®5W S6wet PA% provide temporary bracing as required until connections installed.l permanent connecns and sbffenifgs have bestalled. 4
<br /> NA1LRLg BRIE WAS MIEC7M& Co not scale dower
<br /> rgs We-fabricated items m ice handled and installed per manufacturer's reccmmadations. .4
<br /> RA EMU
<br /> MTECOtM (SWAM) PAM) —_ ? i +o.: J,•y":
<br /> (OR R70FG°BIE) s)gO ;I of
<br /> —OIIPPIRP6 PR I QTS/Oh'AL btu yJ 6
<br /> II
<br /> �I� �` Rli"" Ii= OP FDB W KATE — — :-
<br /> atEIEnIS _ DBL2xSTUD - — - - -
<br /> �__� ADS FROM Iii.-3.,741 Ir EDGE SOILPROVDE EDGENAILING
<br /> BUMP ASV
<br /> SW SOS _ A I (5500003 "Wie—� a , SW SHEATHING mkstla�resaymr«
<br /> v/x76T PAMg DOUBLE-SIDED SNFARWALLS, lip MAXHEIGHF OF _- -- �/ 9overnug 7usiulicNOn camps
<br /> al o sT-wou
<br /> INTERIOR SHEARWALlS,& 001116 HOEDOWN ren" •
<br /> Ij��I�r FRAMED WAIL _
<br /> EXTERIOR SHFARWALIS EXT SNEARWALIS�CANRLEVERS SHEARWALL TO FLOOR TO SHEARWPl1 EMBEDDED
<br /> f n
<br /> SWF SHEARWALL FLOOR CONNECTIONS STRAPso
<br /> I m r� 00 SWAM a
<br /> SWAM
<br /> N.T.S. SWFA I� STRAP SHOWN. - .. rroamrl 5104
<br /> 111 JJJ AROUNDCORNER RI3Inc ALL
<br /> S1 y4@ CP
<br /> WNL 505 WC. STUDS PER - 88IAxw/
<br /> HOLDOWN SCHED aPnOW
<br /> oat PERS./MAD NAHU xRat SW SIEATHDIG I
<br /> , slaNwA1 ser'NMwio
<br /> MCI tat Senormora EDGE NAILING AS WO ravSUB— aPndn>1
<br /> SW SD®
<br /> (MOO x4@0a6nt STEN WM.
<br /> RIM= NIDI PB! bsTuo
<br /> p tel el
<br /> III 1 6W� � SID U
<br /> PO SYdSQ® nl ilyl�� , PfT0 FIGtelw ■■
<br /> MEMOS nm10AD I.11.1� `' 2/2/2
<br /> .N I_-.� FERSw97� � �� -- SIDI AI
<br /> � ThraFFG ORION DATE: 4 015
<br /> rim
<br /> ll'A
<br /> faLoovrtl
<br /> r i i ■■ REVISED:
<br /> a SND I ANCHOR it'MN
<br /> SHEARWALLS TO FOUNDATION SHEAR WALLS TO FLOOR TO FOUNDATION
<br /> rSWB SHEARWALL BASE PLATE&FOUNDATION CONNECTIONS -HOC HOLDOWN AT CORNER �RCS RAISED CONCRETE STEM S1
<br /> N
<br /> . ,TS" SWBA - N.T.S. HOCA - N.T.S. RSCA 1 a.
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