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STRUCTURAL GENERAL NOTES ��
<br /> , ,,,�..i�•„i,�i„„ „� ,nce� hiternu�iau�l Buildin�CoJe 2009/IRC ,f���"uiG :ill drmils of consu uclion required for e complete
<br /> i�n�:d�:uiun sh�ill be submittcd m the Architect fm•review.
<br /> �� ������ �-�����'� RESIDENTIALDESIGN
<br /> i:����f r �um� Lu:id - ?>�isf i��.��irrs ?-2�8 ���i. iMcrior beo�ring�vulls fm•DFN2 <3'-0^
<br /> 1\ �nd - �� ;11P11. I?�p. •��3„ s-��lu or�-2�123 cctcrior walls DFq2<b�_U„
<br /> �,�r.wir- C�uc;:oi.�' U2 • i uulc.s uil�cr��isc noted pn plen). L1�3 l:291h St. Suitc"_'I$
<br /> "fAC0�4A. AVA 9R�304
<br /> ,o. :,;,�� ;���� r������a:u���„ ��ua� �����i�„�� r�:�����„� 253-332-9765
<br /> i, !�c,i�n be�u•iug sh•engtli 200UpsC Coefficient of friction 0.25. Pessive resistnnee=300 1. �II huuber�o be g�vded per I�oak No. 16 of the West Const Lumber Inspection ��,�`,�`, �����rchitccis.com
<br /> I I: i;urcau.: H F/DF No.2 for joists, raftcrs and IiRht frnming,plates, brncing nnd 4"��'idc I
<br /> i�e:uus. llfN! Fm• ost nnd other benm. HF/DF stud for 2xd studs. peter u plkarchitecls.com
<br /> _ C':u•rc :ill fnotiu�;s�u��'n to uuclisturbed snil,winimum depth =1'_6,• unless note�. h
<br /> ( umph �riW a Ixtest edition of N�e NFPA"Nntinnal Design Specificetion"ns modified f AX: 2>3-3R3-355G
<br /> I,� ihc 113C Cor all sh•ucturxl ihuAer requirements. �""`�"'01
<br /> , . � '�,���:''�`� s. �II 2 iuch lumbcr 6e kiln dricd.
<br /> 1, i�cr.iil, f:�6ric.ue,anJ place re-stcrl as sho�an in ACI" Manuxl of , ,�„„i, ;,��il raftcis to heve 2" thick solid blocking et supports• SITEADDRESS
<br /> li,uid�u•d 1'racticc" ACI 315, ('��
<br /> �. l:uucrcic of fuUo��ing 28 day test su•engih. : . ,i��i,u �n bc swcl�ored ta nu�sonn•��'ulls with lUga.X l-1/2" X 1�" steel anchors
<br /> ;�, I'=3000 psi,5-1/2 suck cement per cubic yurd,( no tcsting required) n+i�h ?" hunl:s)((�'a'-0^o.c, mas.Neil to joists or blockingwith S- lOd nnils. U O
<br /> b, Precast�vnlls f=30UU psi. ��. tipil:c all laminated members together with lOd nails�.12"o.c.staggered.Splice .--i
<br /> c. �6»imum slump 3" 1;�������3�u����5�c����o�,s o�iy. � � N O
<br /> d. Rciuforcing fy=�10,000 psi. ��. L;uninutc Mo full-height studs tn cripplcs under heude�s and block solid to beuring. � � [�
<br /> 3. �u�er(Cle�u•Uimensions). S. P r o c i d e m rt i�•n s l i e rs f o r e l l b ol t s bearin g an waod. � a � �
<br /> a. F.�terior fuces of walls 1-1!2". '�• :�II u:ii�s s��ould be rnmmon�rire nwils. � .-�
<br /> b. \'crtic�l fucrs eaposed to earlh 2". i u. �:luc-IaminuteJ timbers,Douglas Fir,AiTC-grading:combinution 2JF-V4 for simple � W � � M
<br /> c. l3uttam of ele�•utcd slnbs I"clenr. �p:�n+: ZaF-YH for cantilevcred spen�. Dry condition of use. � h-1 �,�1
<br /> I. t:ip :ill lield splices 3U diameters.Ben�N�all and fooNng bars 18"around .�i'����t e c t u r a l A p pearunce grude where ei posed tu��iew.Fabricatiog plaot AITC a O �'� � O
<br /> ;dl curucis,or use corner hars. ivap��cted. \\h•xp individual memAers.Submit shop drnwings tor review prior y � Q� � �
<br /> liihricntion.2-1/210.wide pm•lin�shull be iudu�trial grude (FB-2400 pal; f�165psi; �+p Q
<br /> �. Un��cl :iU cstcrior projcetions to structure«�ith tld bars at 12"hooked into�valL �•_� K���� �, ����. C=650psi). � N �
<br /> ��. Pl:ice un hacktill against fo�mdalion wnlls until iloors are in pince. ��_ ��������ud: Ruof'shenihing tu he 15/32"C-D INT-APA plywood with exterior glue,P.L O � F„�
<br /> , lururpor:�te to c�ilcium chloride udmiatums whcre aluminum ulloy materials are ,��j� � �;�� �_����•for pnnelized ronfs).Nnlling 8d@ 6"0.c.nt punel edges, Bd@10"o.c. E-1 N W
<br /> � ' cwbcddal. ui iwermediele supporls.Oriented stand boarJ of equal strength may be aubstituted C/� N U
<br /> �, �11 ��oud fonus usrd for concrete in itic gro�md or bchvicen founduliou aills und the i �,��,��.����i� � W �
<br /> �round sh�dl 6c rcwoved. 12, Prc-fnbricated membeis to be Jesigned by Was6ington State Ilcensed structural I—I
<br /> curinccr�md in accordnncc���ith rcquirements�6own.Submil complete shop a
<br /> �i � ��;ii;i��u� ;uid �i�� drn�cings �vith enginecr's seul for review prior b fwbrication.
<br /> j, 1:�ca�•iuiun ��ud lill shull gcnersill��confm•m to 113C 2009 Chepter 18A
<br /> uud :lppendi�J II3C 2009. REVISIONS
<br /> !, P„uudation,�r�ill,and sleb arcas shall havc all existing unsuitable fill materials
<br /> r,•wuved nud disposed of off-silc,ancl bc escavated down to suitable undisturbed
<br /> unticc soils. � / -
<br /> I:sc:i��s�ted in:ueriul may be used fm•fill if epproved by Engincer or Geotec6. ST�P v _
<br /> I:, \\'und R��ol'•I•russes �'o wNyll�r
<br /> tihull bc 1'ncton• fnbricuted trusses.Uesign xnd fabricotion s6A11 ti
<br /> cunti�riu �r•ith U�c rcryuirements of the Internetional Building Code � o � DATE ISSUED 10-0&2012
<br /> :uid Uesi{!n Specifications fm• LiKhl Metul I'lute Connected Wood H N Lehtinen Engineering JOB N0. 1135
<br /> � rus�cs publishcd 6��thc Truss I'I�rie U�stitate. �
<br /> I:n;;ineerint; design und shop drm��ings bearing the 3tump of a 'O� zasze o �,e' H.Nick Lchtinen P.E. SHEETNO.
<br /> irn(cssiounl en iucer rc istereJ in the Stnte of Wushingtun wnd °� R£�isreR�' �`O
<br /> I K K �SS/ONAL EN�'` 4120 Hoyt Ave. Ph.(425)252-2373
<br /> Gverett,WA 98203 Fax(425)259-0328 � I
<br /> E%PIRFS JULY 20, 2014 Cell(425)359-2198
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