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<br /> 1ezaGTweStreet { n•-r �r-� zr.r xr.r
<br /> (425)347-8998 � wsn+o v.Ims�.p vrrnaaa �����wFw� • �
<br /> CoaST i824 G[rne Sireet (425)347-8998 CoasT .
<br /> . Suite o2 weee.nat �„�.n,+,w �'�S 1���� ����
<br /> � , � STAUCTGRAL SWIe 62 wCSB.n2t �7RUGTUflAt � � wrn a.ma+o
<br /> . �NGIVEERINfl,ENG. (y�����yyAy�70 � ENaNE£RINc3,tNC. ft�yy5V17�2,WA98270 � � � T77 �
<br /> �I 3.1.1.
<br /> v.aw- s� •r�c urr.�r � �srrr.r
<br /> ��'"R�CTU��4L C�1LCl�L�TiU�S �€wa on(y use the i4�-�"segment as a sheanvall: ;� + ; ,� � � ��,�� .
<br /> �w�. 2 W�. Shear Walt Gr1d Lacaifon: Grid lEne: 2,C I � _ ' � _ m� � ��L �` � 23�23 2�th A..-v-e. VY
<br /> • Misc.into: � z� 7max�
<br /> . 5�,s�zo,� ����w.�.� � {. ��T Q (�Qf�21 .
<br /> Overtuming Moment(Q'i't�A} � ------__ � .__. B O L�e�� YY .G]. J V ll
<br /> M� o`rrn � r��c-�t ��� �` ' .,a- s
<br /> •r
<br /> �aw¢Um�uw 425 80�-�3703
<br /> _ �S 1' F��� -- u � .�,.�. �� � _ .
<br /> � � '�� � W ww Resfstfng Momant(RM) Aspect Ratlo Checic(2wlh)= 2.37 4 �,�� " r�.�' � A��w � O q
<br /> � � . ��`��� � � 9 " �ESWEIXYYI � -�;��r-w�a�lColsonA�ch�.tect:com
<br /> � � N
<br /> . ~ � W Abrnro = fl.5 kips '' r��.
<br /> � N/W2ll � 1.0 IfIpS a�°"'� a
<br /> � . • . " _ � . . 38799�c� . . • ameie �" � � ,
<br /> � ,,�r,a , � Comm.e�-cial & Reside�tial
<br /> �.� � ..�4. Rr�t = �a.s �c-n s ;�--�, �
<br /> : " j�NAL� v° i -
<br /> + " .T.`�,� �,°'�� A�C�.11�eCtU��
<br /> � UpiiEt Force @ end ot Shear Wall{T}: $ �,�, ���,q
<br /> T � C T � 7.D kips � R � , � � �
<br /> � 47�� ��� ����.
<br /> - Wtnd or Seismio Criticat; S 5hear Wall Basa Shear{Vb}: 65i pif � Q ' �
<br /> ProjeCt DescrJptlott: Later8l Force Reslsfing SysEerrl{�evfslons V i a 9.24ti4.2 = O.SSt kIf Intsrnat f Extema!(VE}: E ' p � �4 O
<br /> Everett Orthodoni�c Clfnlc Nailing Designation: SW5 - _
<br /> s
<br /> H � 12A ft L = 14.2 it ��rr� � � ���� �����
<br /> . i'roject f.asatlon: b727 Everett Way Hoidnwn Force(F}: 7,Q kips �
<br /> � Evereti,WA Trib.Lersgth Loading Wali(A}; 4 !t Ho(down Dasignalian: ? • ,` , �
<br /> Dead Load A43ove{W ahave): i 5 psf g
<br /> � (� ��t � �i
<br /> � 9 � !
<br /> . �roject�tumber: w�37 q ti y � Q
<br /> Aate: May 1&,24i7 We can get a shearwal!to work ftne using a dou�le sheathed walf. 7he problem wili be developing 7 klps ot � / 4 � � �� �„�
<br /> �.,xsow.F.rram�ot �
<br /> �p��s�o„�,�x��i��9�oou�,g. Pro�ect Addxess
<br /> Aeslgn Crlterla: , _ � � .
<br /> If we sheatn Ihe wall between the workstatian to the racards room in addiiion to the i4�-2^segment. � 4� ,� [� ,.^-_ � ,� �
<br /> � � � ; �; � � � 4727 �vere�t �Xlay
<br /> �d�; 20i 5 18C/ASCE 7-10 Soil: Site Class"0" (Assumsd} Totai fength ni shaa[wall=3T.5+14.2=b1.7 ❑���❑ '''••✓, ❑����❑
<br /> Wind: f 10 mph Allawabte Bearing: 24A0 psf
<br /> F�cposure: B Passfve Pressure: 300 pcf �I-V�?r���? ��
<br /> , Kzt: 1.00 AcElve Pressure: 35 pcf {unrestralned) y y
<br /> Saismic Zone: Design Category D 9 ��E,�� g .
<br /> . BO pcf (restrained)
<br /> Frlctian: (�} 0.35 Coasr 15zaGrrnrestreec tazs}��-assa � , � `• Projecr Client
<br /> Snaw Load: 25 pst LL
<br /> Roof: ib psf t7L Seismie Spectra: By LaUlnng su��enz v�se.net
<br /> Fioor: 40 �LL ENGHE£fl�INo.�rsc. �tarys��re,wnes2�o � � � � a �- NTichael & Tameton Georg� �
<br /> � usGs�ann�u�ca xazaras���g�am : Geoxge O�thodontics .
<br /> 't0 ps€DL .���� �,��. �.��i����A� � �
<br /> Sing[e Story Shear Wait pesi�n �OO Aveilue D, Sutte �.�1
<br /> 8cope of wa�C Is the reworking of ar�interinr shear walf. Th(s is a#er�ant revision to fhe �
<br /> original desfgn per Wasf CoasE Structurai Engineering inc af Apri12004,project No W289. . � -' � ^ 5�34�7Q17llS�1., �1� 9g29a
<br /> �W+�. �W� 5hear Wali Grid Locatian: Grid tJne: 2,G
<br /> ��._.V' _...�' �s�s�.���o: Sheet Ti�ie
<br /> _ Wesr Overtuming Mament(QTM) �4 �
<br /> 4624GroveSUeet , �������� +� ����� �
<br /> ` �
<br /> - Consr (4257 34��8998 OTNI = 55.5 k-(t
<br /> - $TaUCnrwu. Suila D2 wcse.net �
<br /> [�r
<br /> - . . . . ENONEEH�Np.lNC. M�vlll9,wA 5sz7o W w., .RestsUng Mament{RM) Aspect Ralle Check(2wlhj= 4.33 . � . . . . .
<br /> O
<br /> � The orlginat design f�ad a cantinuous party wall thaf acted#ike a shaarwal!along grfdlfne 2. H � W Abo� a 1.z klPs ������������ ,
<br /> W Weft = 3.1 klps ,
<br /> rT �3� vb RM = 55.8 k•ft � -
<br /> � (pl.. .._.. Y . � . . . .
<br /> a.-a-4-.�.4-.4-
<br /> •
<br /> ' Uplfft Force @ end of Shear Wafl(T}:
<br /> J " .::; ;::' '� . � T�L�C 7 NiA klps . .
<br /> ,..: ........ , .
<br /> Wind ar Seismic Crit(caf: W Shear Walt Base 5hear(Vb J: 178 pff • .
<br /> V t� 9.2M51.7 � 0.178 kit Inteinal/Extemat(VE): E
<br /> . . . .... _ Nailf�g Desigaatio�: SW2
<br /> H = 12.Ofl L = 26.flft
<br /> � .. ;,,:; � _ �
<br /> _ . Holdovm Farce(T): N/A kips
<br /> ,:.
<br /> ,-::..
<br /> . . .. .. ....:. .. Trib.Length Loading WaIE(A}: 4 it � Hoidown aes{gnatlnn: .
<br /> �ead Load Abave(W above): 15 psf _
<br /> . � The unit shear forca drops significaniEy and ihe wefght of the waii Is sufffclent to not requlre holdowns. SHEATN TRUSS ,
<br /> ,..___........°..............� p CLOSEST70SHEARWAL.L EXtS�"tNG
<br /> ' NAtL PER SW2 IN TRUSS �
<br /> . ... : � : S�E/�RVII�L.�.. SCNE�ULE SCHEDLILE J
<br /> MAf�3C SNEA'THlNG NA1LlNG* S1-IEAR FLOW NAIUNG SIL.L.PI.ATE
<br /> ��5 �� �E�„� ,�,��.R� aNc�o�s�* ISSUFD FOR PERMIT 5-22-�7 ,
<br /> ' BLOCK OVER
<br /> � . il WAl.L
<br /> a�ocxsn aoesroRlar
<br /> ` 5W2 7/16"OSB Bd @ 8d @ 16d @ SlmPson LTP4 Clip t!2"Q) Anchar Balt
<br /> _.. .. . __. Document Set T e:
<br /> .° . : "' t sfda 4"o.o. 12"o,c. 5"o.o. @ 19"o.c. Q 32'o.c.&@ ends �,
<br /> � . . ......-- ..r� . . , ` . . . _ .
<br /> ' ' Use common na�ts fcr al1 nafifng
<br /> ') .
<br /> . � Q , .... . . `•) Mcha boit washe[s must he 3'x 3"x 0.229'lhkk
<br /> . ,-. -
<br /> . .
<br /> . ...A • CapaClty:
<br /> -..:: ,.. .
<br /> Sheanxall
<br /> �... � .::. .......
<br /> Revision Schedule
<br /> . .:�---lB�_ ' SW2=380'0.93=353 p[f itmited to 354 p!t for singla mam6er at abutting pana!edges
<br /> , . ..� . •
<br /> � �;l , . . Rev.
<br /> ' +^, ' per toQtno2e 3 of AFB�PA SDPWS-2008 Tabie 4,3A:ca{�acity is reduced for fram(ng material other than dougias-fir-laroh BL�GK BETWEEI��i'RUSSES # Daje Deseription '
<br /> � !�--� �.1 ! ;..) � ;mmj; or souihern pfne wifh speciilc graviiy adJusiment iacEor={1-(0.5-SG)]�j1-(0.50-Q.43}]�0.83 EF SHLARWALL BELoW SiTS
<br /> �_
<br /> : .._.__.._.....--- -.,-----._..._.._. , ,
<br /> __._.___-- -----.---- BETWEEN 7RUSSES =k� �=�
<br /> _......----�--- ..._,.�
<br /> • � - per footnote 2 of AF&FA SDPWS-2008 Table�.3A:15l32"values ean be used for 7/16"sheathing ff studs are spaced NEW SHEARWAI.L
<br /> ' at a maximum ot 16"o.o. SHEATH A3�iD NAIL PER �
<br /> Y ;' _...._........�....__. ..._.. _ SW21iV SGHEDUL�
<br /> . . . . . .__...... . . � . . � .k
<br /> Co�nar ts24 Grove&traet (a25)347•9996
<br /> STRucrURnL � SuIt4QZ _ � xcse.net �T�sT 1624Gro�reStreet
<br /> �NONEEAINO,tN4 MatyS+nllB,WA 98270 �OAST (425�347�899$
<br /> - •,.•�• S'FRUcfuRu Su6t9 p2 wc5B.n9S
<br /> � The proposed layoui fs shawn belaw. The gridflne 2 irorrt above corresponds to gridElne C showr�i�etow. E�+4suE�RiNa,xNc. nrarysvine,wa se2�o
<br /> {� r- e� �o� �E 5hegr Transfer irom Dtaphragm to Wall&Wa11 ta Paundation DRt'�iWING USE NOTIFICc1TION
<br /> --�--T-- ������. � i " base plate naittng • This set of dta�vings is being issued as a P�ogxess or Permit Set of
<br /> _ C?- ��� �_ I � � r�.�:�� ` � ( � '���", aElawed shear from i6d nalling wl 3!4"sheathing M Z'C,d"Cdt=951t�/naii*1.6*1.1=t87161nail Dtawings and is subjecE to change and adding of addstional informatson
<br /> � �., � � � ^` ' .. .. �"�+ '-- - � mm- allowed sheas from Simpson E.TP4=575 Ibtclfp
<br /> � � �`.,, � � -. '.,�--_ 1J2"TlTEN HI3 and drawings as required by tevie�v aE the Building Depactment in the
<br /> E � I � � SW2�{167 lb/nall)/3501blfi=5.7!n 5"o.e. oEc @ 32`"O/C jurisdiction�vhete this projeet is located.
<br /> °:j-----.___.;..�: - .__�
<br /> ` =�j - EXlSTING D�NQT US�THIS DftAWFNG�QR C�NSTRUCTI4N UNLBSS
<br /> EMBEQ 3 I�ICHES M1NtMUM ��� `I`HIS DRt1�Y/ING Ht�S A BUILDtN�DEPAR'I'i�iENT
<br /> l � toe nall rim jolst ar tap 1NT0 SLAB
<br /> ° � '-y� �! - , i j - �„�,;K .�;'-._---f � F '
<br /> �V - � m,�rt,v, ` � f r, aliowed shear irom 16d toenailing w!1-f/2^HF side member�Z'Cd Ctn=1?2 It�lnalE'1.6•0.83=i62!t�lnafl "APPRO�TED"STANIP APPLIED BY'THE BUILDING
<br /> � -` E , aElowed shear trom Simpson LTP4�575 Ib/�!!p
<br /> _ -�.
<br /> _`."'�1� `� ~��`-�-_:_. `• ; j � ; a DEPt1RT?4IENT [JT'�N COMPLETION U�THE PERi�IIT
<br /> ,�; � ! � �,�_
<br /> � �'-!` �_ i I��.�...�,.. �' SW2=(57S Ib/cifpj/354 Ib/€t=i9.7 In 19"o.c. ak
<br /> � ..;_ r���v PRoc�ss.
<br /> C=? ' ` ' "� ' ""�' ° , Do nat use tivs dxaw7ng fox Bidding ox Estimating Purposes unless
<br /> - -- -----.__.�_°�-_------, =:�-- _�_ __..____ r� ____.._. si- - - --C� sillplateancftors �
<br /> � � � 7 �� ' 4 aAowed shear fram 1/2"dla,anchor boit w!i-t!2"H�on canc.-Z`Cd�590 Ib/bolt*1.6�944 Il�/boft authorized b}�Client.During Constzuction Phase,the Clients Gener:il
<br /> ; °� -:.�tE ���.�_ �-1., .ra ° . �����i ����.. ���a����
<br /> Contractor(J3uilder)o�Develaper shali be responsible for er�suring that
<br /> ( ` �,�`'� ~ �-�-�, j � ��'J SW2=(9G�1 kblbolt)/350 Ib/ft=324 In 32"a.c. ok _"-- -- ------ a11 Constxuction Personael aE the General Gantractor and all
<br /> ' j -.�`.., ` ' C.r�" �---- .
<br /> � - �m,-.; �.
<br /> i i tt Subcantractors are supplied�vith alf mr;ed and tnosk current
<br /> ' documents.
<br /> � .. � Q . Findingsl�3Qcommendatlans: � -
<br /> � �`' � 1 4 ,. �+_._�.� � � ARCHITECTURAL C4PYRIGHT
<br /> � ' : � = � � ��� `r .� '"-` Q Use 7/16 OS8 sheathing atong ane side of the 14'-2"watE segment and along lhs 3T ovaEt segmenE between ihe Y
<br /> - ' -������-' workstailon and records room. Na{f as outlinec4 in tMe sheanvall schedute. Fasten the sill to ihe conerete � This she�t of dza�vings may not he�eproducecl in any form without
<br /> , t� ; __�w� ; � slab with 1/2"conerete anchors(ie Simpson Titen HD screw anchars}embedded a minimum ot 3-inches into the priax approval of Carl J.Cotson-tlrchitect PIIC.
<br /> 4 stab and spaced no rnare than 32^o/c. �. . ' -T'� These dncument,the ideas,and designs incorporated herein as an
<br /> From ihe origina!latera!calculaiEons,the disEributed diaphragm shear forces are shawn 6elow.
<br /> No additiQnai holdowns are requEreci on the ends of ihe sheanvall, ins�.iunent oE service shall xemain the property of Carl�.Cdson-
<br /> . '` ' A.rchitect PLLC and are solely for the use on tl�is pro}ect onlj�.Tliese
<br /> � �iles,dza�vings,ideas,ar designs may not be tramsmitted electxonically
<br /> , tvithout e�press peimission oEArchitect.They are nafi be used by dze
<br /> x client or any other parEy or entity on other projects,in whole or part,or
<br /> SHEAR WALLS • as an ettension to this pxoject escept by agreement in�vriting�vith
<br /> Not ta Scala
<br /> appropriate financial compensation to Carl J.Colson-Arckzitect PLLC.
<br /> Vx = 18.5
<br /> sQ - 0.3as kit (Sefsmlc Controls) , Co�yright Carl J.Colsan-PLLC,2017.All zights zeserved.O
<br /> Project Number
<br /> �a:s zo��-ai
<br /> vY = ga - 0.220 k(i (Seismia Controis) '
<br /> Sheet Issue t?ate �
<br /> Only ihe forces in;he y directlan are affected.
<br /> . 05/�7(17
<br /> V gridline C-1!2(84j 0.22�9.24 k
<br /> Drawo By •
<br /> Author Strucfural 17rawings&Calcutations
<br /> . Scale ' •
<br /> � Sheei P1ot Daf�i/17J2D#7 4:d2:52 PM
<br /> � . .Ca�1.Colso�rc�i.i.tec�.com
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