|
�HEARWALl. SCHEDULE swEx� (;E�E�AL STRIlCTURAL N�TES PLAN I�VSTRUCTIC.��IS SS� �u�,�r:
<br /> Szsc�ooz
<br /> Notes apply as called out in table befow. SCX�PE t'?F SERVICES Th�se p(ans and accompan�ing calc��lations are for the Lateral F�rce Resisti►�g System
<br /> for Wirtd ar�d Earkh uake force�. All other s�ructural in�ormakion has been rovided b athers. The Wind and �.EAD TH�S FI RST
<br /> 1 Anchor bofts embedded at least 7", or expansior� anehors embedded at least 4"`. See detaif SW& � p Y Projec�N�me;
<br /> . . , . . , „ : .. , �� Earth uake element� are desi ned based on�he Eans rovided to Sound Struckural So(utions Inc. If the desi n . . . . . . . . - - �
<br /> 2 �MASAP can be mstalled instead af s�U bolts with washers. when re�iacm� rz � s�►� bo�ts use � �odx��z � � � P � g These plans are organized so that mare deta�ied or speaf�c Cnformation �s found En the same Speck Addittvn
<br /> nails {minirrtum nailing} and when repiacing Sla"f�sill balts use�-10dxi�h" nails{maximum nailin . is revised, notify this affice to see if the Wind an� Earthquake design needs to be modified. These nates indicate • � _ ,
<br /> �� way by folfow�ng the d�c�ct�an shvwn below.
<br /> 3 See detail SWF Connections vary depending on canditian. 3a Substitute i.fd slant n�ils @ 8"oc for �A35. minimum design capacities needed for tf�e Wind and Earthquak�resisCing e(ements. If the ather structural ,
<br /> GENERAL STR,UCTURAL NQTES C�vvner.
<br /> 4 5ee de4il SWR. Letter designations a, b, &c refer ta specific conditions, For gable-end roaf plarts irtdicate a greater ca�acity, use that capacity. ]eff & Amanda
<br /> cannecticsns see detai) SW� CODE Ati conditions, materials and canstruction shafl conform to�he code �pecified in the DESIGN CRIT�RIA, or SCHEDlJLES, DECAILS and FLAfVS wiil aften refer to GENERAL STRUCTURAL NOTES for more
<br /> -5 5E�d�tail SWB, ather codes required by th�governing juri�dicGon, specific information, �p'��k
<br /> 6 Abutting panef edges require a 2-2x(Iamination cannectian same as WAL�. F�ASE PlAT�}, 3x, or greater stud. pRdTECTIQIy l�hrou h maintenar�e and current best ractices ravide a buildin envela thai ill reserv
<br /> 8 The plate�rvasher shall e�ctend to witt7in 1J2" of the edge ofthe bottom plate that receives the sheathing or rim. � p , P 9 � � P � SCHEDl11.ES Projec�Ecacation:
<br /> At d�ubie-sided shear�valis st.� �r on bc3th late ed es. the integrity of the struckure ttthraughaut it's lifetim�.
<br /> < 9� P 9 QETAILS and PtANS wi!! often refer tfl GENERAL STRl7GTURAL NOTES arld SCHEDULES for more 2905 Leonard Dr
<br /> INSRECTIt�NS Notify&�ilding Department for inspec�ans required by loca[jurisdictio�, s�cific information,
<br /> SHEAR �L,QW CONNECTIQNS j SPACING SirVI( WALL SHEATHING $� �aring cap�city af soil shall be per [3ESIGN CR1TEEtTA or graater. Fc�odng shall k�ar on solid undisturbed Eve�`ett, WA
<br /> FL(�qR-TO ROOF-TQ (evel soil devoid of any organic m�aterial and b�low indieated frost line. UETAILS
<br /> SILL-TO VUALL EiASE PLATE CA[1 CALL 5HEATNING EC�GE COMPAGT�'1 FD_L shall consist of predominately Well-Graded,granuEar soif, free of organic materiaP and PLANS wi11 of�en refer ka GENERAL STRU�TlJRAI.NQTES SGN�l7U�ES and D�AZLS for more
<br /> -Slll& WALL • [7Qsign Professianal; -
<br /> -FQUNDATION 1, 2 WA� 3 � 5 QUT OUT �`HICKNESS NAIL� debris. FiN should be placeci in maxirnum 8" loase lift�s and compacted to a rninirrtum Qf 95 percent specifir infarmaGon. �
<br /> of the maximum density at o�timum moistu�e eantent determirted by ASTM D-1557 test procedures. T�tree Nail E�esigtts
<br /> �/8"� @ 6Q"oc ar �A35 @ �H1 �a Pl.ANS
<br /> „ „ 16d Cu 10"oc Q � 7/16" 8d @ 6"oc �ACI4ZLL sha11 be free draining and urithout organic rnaterlal and debris frorn one of the following soii
<br /> �/2"� 60"oc 48 oc 3a 24 oc 4a classes SM-SC, SM, SP, SW, GC, GM, +�, and GW. See l�e SYMBC�►L LEC'ETD as well as ABREVIATIt�[�!5 A[�D ACRC�[VYMS for other additional
<br /> 5�s1� @ �"Q� or �A35 @ �N1 @ „ ,, , PQI�DAIItN+6 A[�D RETAITIIIVG WALLS Extend€ootin s to undisturbed bearin sQil, �o not backfil} unki( al( information used on the PiANS. The teren, 7YPICAL(or 7YP}� used witt� a detail cal(out or pian note�
<br /> 16d @ 8 oc � � 7j16 � 8d @ 3'c�c � � indicates that the information specified shall appiy in all similar conditions.
<br /> �/���� 4$��p� 32"oc 24"oc 4a slabs and��r horizonta!diaphragms are eonstructed, otherwise �rovid� temp�rary bracing ta resist movement. � M
<br /> 5�s"�f @ 48"ac or *A35 �a �1.550 @ „ There shalf be no r�achine campactiQn an the retait�ing side af the s�ructure for a dist�r�ce equivalent to 2/3rds IF YOU HA t/EANY QUESTIONS(?R CONCERNS �I'0'NTAC7 US IMMEDIA TELY.� � o 0
<br /> 16d @ 4 oc � th� wal! height. � � � ,—�
<br /> �/2°� 3 2�bc 1�"a c 2 4"o c 4 b We e a n be r e a c h e d i m m e d i a t e l y b y p h o n e: (4 2 5} 7 7 8-1 0 2 3 o a, ,
<br /> SIl.L Pi.ATES llse pressure treated Zx pEates u.h.a. Embed anehor bolts at least 7° (�xpansion anchors . • F'—f o0
<br /> �/s��� � �.�'�oc or �a3s � �[_sso � For less press�ng quesf�ons, email us: �nbox@ssseng.com � � Q �
<br /> 16d @ 3'"oc D 4"'). Use 3"x3"�c(1.229" washers. TFtere shall be a minimum of two bolts per ptece spaced not more than 6 . � � �
<br /> 1l�"s� �z��oc s ��"oc 16°oc �ta „ „ Please heip �as get to yaur plans by having this�ob number handy: s16040�2 �
<br /> feet apart, with one t�oEt[ocated not more than �.2 or less tf�an 4 from each end af each piece. E � w .. �
<br /> CONCitEfE f c= 2500 psi minirnum (uniess greater psi indicated or�the �lans}. S 1/2 sacks c�f eement per i � o N
<br /> H����'�� �"�''�G���E cubic yard of cancrete and a maxifrtum o�6 galions of water per 94 Eb sack af eement Maximum slump is J W o � -
<br /> ABBREVIATIC?NS ANL? ACRC3NYMS
<br /> 4". Segregatian ofi m�terials shali be preve�ted thraugh proper handling and plaeement. � � c
<br /> 1 Deepen the found�tion wa11 and/or footing as req��ired to provide the required �TI�Q��� Footing drainage per IBC'seeti�n 1805.4.2&'IRC section R4�5.1. � Z � �
<br /> 2 Fasten to the end framing member� of the shearwal{, u.n.o. WUQD FRAMINCi in contac�with cvncrete ar masonry,ar �x�ased ta t�eather, shal� be pressure t�eated. A.B. RNCHi�R BOIT EA EACN P.T. PRESSURETREATEI� � J O
<br /> Numbers in arentt�es�s IE f-1 refer to cr�rr�s an Bi-K BLC7CK EMBED EMBEDMENT REINF R�INFORCEMEh(T �+ � -
<br /> 3 FQUNDATIQN ANCHOR may be e�ended with threaded rod and coupler as requi�ed. P , ( ), p ding engineering caicula�ons. � p�
<br /> BLKG BLQCfQNG EXIST EXZSTING REQD REQUIRED GG � �
<br /> 4 Provide the minitnum embedment and edge disCances specified by the manufacturer. COM�RS A11D C�A�STEAERs Fasteners, includir�g nuts and w�shers, and conneckors in cQntact � � o �
<br /> 5 Attach ta(2} 2x studs minimum (laminatian connection saEne as WALL BASE Pk.ATE; stagger nails}� u.n.a. with pressure treated w�d shali be hok-dlpped z#nc-coatetl galvat�ized. BTM BflTfOM FDN FC}UNDAT��JN SCHED SCHEDULE � N �
<br /> 6 See detai( HDN for instaElation. • BRG BEARING Fk..R FLOOR 5IM SIMILAR a� �
<br /> IXC�TIUrt Plain carbon steel fasteners, inc[uding nuts and washers, in SBKfDf�T and zinc bcarate p z .,� .
<br /> 6T1NN BEl`WEEN FRMG FRAMING STD STAN�ARD
<br /> HOLDC?WN J STRAP FOUNDATIQN Preservative treated tivaod in an interiQr� dey environmenk shall be permitC�d. Z � 3
<br /> FASTENERS 5 CQMMEM'S CLR CLE/�1R FTG FOOTING STRUCT STRUCTURAL
<br /> 1, 2, 4� 6 ANCHOR 1, 3r 4i 6 SOLID SAWN Lt�1BER shall meet the fol(c�vuing min[mum grades (u.n.o.) confgrrning to"WWPA GRADING � w `r'
<br /> 42ULES FOR WESTERN LUMBER" latest eclition: CONC CONCRETE G.T, GIR[�ER TRUSS SW SHEARWALL t,/� 'S
<br /> � 8�� min embed with RT-XP epo�ry in , �
<br /> �HTT5 26-10d /a �7.R. CQNN C�NNECTIdN GR GRADE TNRIJ THROtJGH
<br /> 6" min thick fdn wall ���-�-�' CONT COM"INUOUS NOR1Z HORIZONTAL TYP TYFICAL � O
<br /> 2x FiF#2 :
<br /> CTR CE�tCER MAX MAXIMUM U.N.Q. UNLESS NOTEQ a� c�
<br /> WALL Fi�4MII+�G& BEARI!'�G Walls shall be 2'x stucls at i6"pc r�rax u+rith double 2x top plate, and 2�c bas� L
<br /> pfate{e�eriar walls shalf be 2x6 u.n.o. & in�eriar walls shalf be 2x4 u.n.o.}. DBI-. DOUBLE MFG MANUFACTURED QTHERWISE N �
<br /> DEf DETAIL MIN MINIMUM VERT VERTICAL �
<br /> Black all supports solid to the foundation. � �
<br /> E.E. EAeH END o/ OVER w/ �iVITH �
<br /> WtX7D STRt3CTURAL FA(�S shall rrteet the perform�nce st�ndards of the "AFA"' DVC PS� and PSZ fot-their c�.� �
<br /> intended a lication E.S. FACH SIQE ac ON C�NT�R w/a WITHOUT � �
<br /> PP (9raup 5 species nat allowedj. N
<br /> SH�'tRWALIS are indicated on the pi�ns�vith a bvld das�ed tine and labeled SW. 7he folCowing letter E.W. ERCH WAY O.C. (?N GENl"ER W.W.F. 4VELDED WIRE FABRIC x
<br /> �
<br /> designatian refers to the Sh�arwa!! Schedule's SHFAR FLQW CQNNEC'TIQNS / SPACING table, and the � �
<br /> number d�signation refers ta the WALL SHEATNING table. Multiple combinatians of lette�and number �� "��� �������� �o ,�
<br /> designations may be present. 1Nali Line r�umk�rsr shown inside triarrgles, refer to corresp�nding '`�
<br /> engineering calcuiations.
<br /> Att�eh minimum 32(16 �anel index sheathing to 2x(min) STUDS spaced no more than �.6"ac, u.n.o. See C�ov�rnirtg Cnde 12 IBC Risk Category II �
<br /> Shearwali Sch�dule for minirnum tihickr�ess and fast�ners (thickness at paint of fastened ed�es governs Wind Design Data "(�� ��`��
<br /> shear values). A{I panel edges shall be blocked. Nail intermediate suppe�rts @ i2'"oc. Do nok penetr-ate � ��' "��Ji
<br /> r &�sic Wind Speed(3 sec gust) mph 110 Tnterna#Pressure Coefficient +/- 0.18 �s
<br /> nails past flush. Instal( squash blocks under the ends c�fi all shean+valls where tl�e frarrring belot'v dQes not ' � ,��
<br /> � , n
<br /> �urfaee Roughness B Topa raphrc Factar !� 1.00 ' c�
<br /> prov�de fulf bearing, Cons�ruct cripple wafls same as the shearwal! af3ove, and gable-ends sarne as the � � .
<br /> shearwall belc�w.
<br /> Wind Expasure Cat�gory B � �
<br /> See applieabl� detail{s): SWE Earkhquake Des�n Daka �, �
<br /> Zr��. �c
<br /> RUOF DtAPtiRAGM Tnstaif mir�i�num 1/2"CDX �lywoad or 7/2G"�SB sheathing wilfi a 32/16 pane( index. Seismic Importance Factor, Ie 1.Q0 Seismic Farce Resisting System Table 12.2-1.; A-13 �'�''� ��F� �`� �� �'
<br /> Use 8` x 4` panels with long dimension p�rpendicular across suppvrting framing. St�i�ger panef rows Site Classification D Response Modification Factar, R 6.5 Transverse `� �L ��
<br /> haif the long dimensian. Nail ail bt�undari�s and supparted edges with 8d @ 6"csc and interior supports with Shart Periad Acce(eration, S 1.273 6.5 �vngitudinaE �� �
<br /> 8d C�;6°`oC, biocking not required u.n.a. 1-Secand Accelera�on, S1 0.484 2Q1� Equiv. Lateral Force Rrocedure �f�j �,�
<br /> FLt30R DIAPHRAG�N Install rr�inimum 23/32°'T&G Sturd-I-F�oor sh�atf�ring with a 24oc ganel rating. Use 8' Seismic Design Categary D Seismic Response Coefficient, CS Q.131 Transrerse
<br /> x 4' panels with Iong dimensicrn perpendicular�across siapEacarting framing. St-ac�ger panel rows half the Spectral Respotise Coefftcient, S�S 0.849 0.131 Longitudinai This space reserved for
<br /> -
<br /> long dimer�sian, Glue and nail all baundaries and supparted edges with lOd @ 6"oc and in�erior supports S ectral Res onse Coefficient S�� 0,489 Seismic&�se Shear, V 9579 Ibs governing jurisdiction stamps
<br /> with Stkf @ fi" oc, black�ng not required u,n.o. Giravity Load Data
<br /> GOLLEG"Tt}RS [�aphragms shal! be nailed �Qn�nuausly to drag struts, drag trusses and other collector F�oor, L M} psf Snow, S 25 psf
<br /> efernents at boundary spacing, u.n.o. Soi!Data
<br /> See applicabfe detail(s): Di�
<br /> Ct�N+E<.?It�and fasteners shall be per C�DE Table Z3�k}.9.1 u.n.a Th� symt�l, "�", indieates a hardware Allowabfe 5oil Bearing 2004 psf
<br /> conrtectar from the most,current�irnpsan Strc�ng-Ti�Cakalog. Hardware with equivilent or g�eater capacities
<br /> fram other manufacturers may be substituted, e�mple you can use USP`s Dual Speciflcatic�n Ghart to make an
<br /> equiviient ar greater capacity selection. Instafl per th� manufacturer instructions.
<br /> Fasteners and hardwar� in contact with pressure treated wc�d shail be hot-dipped zinc-c�ated galvanized.
<br /> Eia.Dt?Wf�S See the HO�,C�WN SCFiECtULE.
<br /> �ee applicabfe det�il(5): HDN HOC
<br /> 708SITE SAFETY Sound Structe.iraE Salutions Inc has r�at been retained or compensated to prauide des�gn
<br /> andJor constructior� review s�ruices relateci to th�contra�tar`s 5afety precautions c�r to means, methads,
<br /> teehniques, sequences or pra�ed�res for the�4ntractar ta perfarm�heir work. The un�erkaking of pe�iodic site
<br /> visits by the ENGIh1EER shall not be c�nstrued as supervision af actual canstructian and not make hirn cesponsibie
<br /> for praviding a safe place for the pertormance of work by the contractor, subcontractors, suppliers or their ORIGIN DATE: 4/7/2016
<br /> emplayees, ar fflr access, visits, use work, travel, or accupancy by any persan. REVISED,
<br /> UW!`ERSHIP t?F f�CU�REIYTS These drawings and ca(culatians are the intillectual property af Sound Structuraf
<br /> Solutions Inc. These drawings may no�be used in wha(e�c in part by any person without permission of Sound
<br /> Structura( Solution� Inc.
<br /> M]5CE1.I,J1i+�t3l1S The cnntractor shall verify dimensions and canditions at job site. The contraetor shai!
<br /> provide temporary�racing as required untii a[I permanerttconnectians and stiffenings h�ve t�een instalEed.
<br /> Do not scafe drawings. Pre-fabric�ted items to be handled and installed per manufaeturer's recommenda�ons. � •
<br /> �,
<br /> a
<br /> �i
<br /> ��
<br /> �
<br />
|