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- GENERALNOTES ENQNEETtEDmMREiTELUMBER',EigineaedCanpoeReWmbershafl6emanuFacNeclby �^
<br /> AII daign and construmon shall mniurtn m the ra�ulremai6 otthe In�mational Buitling Code �Tn s-birt,Bobe Cascade or approvel epual and shall have tite fdlowrg mi�imum sUmgth(bn 1 �SJ
<br /> ' 2012 Editlon. 12"membc depM):
<br /> � Fb E Engineering
<br /> - ConbarNr shall venfy all lerds,dmensiorrs and nisMg mndiCons in(dd belwe praealing with �Z'OE 2°DO psi 2,000,000 psi
<br /> anv consevction or demotition Contracmrshall mtih��hiRct of any decrquncies or fidd ��Z OE Zb�o pdi 2,W0,000 ps
<br /> �_� _��,� 1�,�� Design
<br /> - `�'a"'g ve��mt1�;,z�G^> zsoov� z000,000�� DIAPHRAGM NAILING SCHEDULE ��"
<br /> '. c�e���iwo�e�aeeq�amrno-�9a�,eba�maot�im��wa��mee�,uiw�y Yarsallnm(3ji'$wider)31007n 2,000,OOOGsi . .... NAILSPA�]NG nausPear�wnT I � _ _�l ' Inc
<br /> m� i
<br /> wnstrvc4on aib sdl esvvaGons as reqwrM,n a mannc w pble tr�the work quence pREMANIFACil1RE�OFEIJ YJ�WOOD iAU55E5 Truua shail 6e design bY a StrucNral Eigineu �.AT BOUNDhRI6 INTE0.MEDIATF BOlR1DARY NAILING
<br /> Temporary slwnng and bracing sha0 no[he removM un01 all Rnal conncGons have 6eei complepsl LOGnoN �D'OTFiER" FRPMING �. �� �`-SNFARWALL
<br /> In acmrdanrn w ih tl'e d2wngs aM ma[neLs have xhieved design strerpih. �r��^�e State of Wahlnqtrm,who's ra�uWAy engag�In Me d�ign of pl�teton�rethd I BIxG SIIf oF : �I (425)314-2373
<br /> xcbono/Mesefldrlmv�Ings Inadd�,the0uxddesipnsh B�Wde,�nncen0 tra0al d�azull�ss'� ��TM�I�QD NAIL ��PPNELEDGg � MEM9ER5 t �� �� dn.fOS5�fO55en If122f.conl
<br /> � s shztl be sub:`ie�d m the!h�.t �"�fr°mmN plan�s and hall he attordan�vidh IBC SaGon 2303 q In add�on tn dead loads, ��I , _ __r, . , . ���'y` 4., _ � ry 9
<br /> 9^s
<br /> Contracmr shall be�ponsible br atl satery prerautions md the me�hods,oechnp�es,sequmca or g^ aooF �i 5�Si2ucr rvo 1m ' 6'p� iz'oc
<br /> procedures requ red m perfwrn Me work. � NOTEs �� No fad a cuR-�'- 5,o�--- � iY oc �--�-}- •�..�'�-OTHER"PAHEL
<br /> . 9 �9c schedules In thae drswmgs.T�uasa zhall be dev9ewil br � INTERMEDIATE NAILING EDGE NAILING
<br /> SUBMITTALS:Shop draw rg �pr p�y�y¢yrj�ppi pr wlnd n�upOft of 10 pslunlss otlleniise no�l on Ne dmvnn SHEARWALLNb1E5 I I I - l�I �I
<br /> COIIsb'u[4DII(pf dU N¢(dlOwinq: 1. RLL pL1RiRAGM SHFAIHING I5 TO BE STAGGERED IN 1HE � I I I _"'JO15�/TRIb$
<br /> Canc�m�nhrcemmt,embdded st 1 itans,stru[Nral stel,9sl raiwpes, TN�Shall he fdMiot 1 6y d menufacNra who is a memher0(the Trus P6te InstiL�@.T�usa DIRECiIWi OF ME PLYWOOD SPAN PE0.DIARIRAGM DETNL CONTINUOIb PANEL.� I I �
<br /> snae ne s�Pqea,.im me a�cer nargus,me m�n«m�s,t�;eq��q,ea���q m e��we mnsai �. aaohoe aow.oaer Nnturoc corcrmuous naowro r��nmac 7olrri _ . . �."` ' "`' ` -1PN N�R�S
<br /> g1uM�amiN�d mcnbe�5 aM GremdnYfdCNt�WOOd Tlillblrs. PERiMElHI OF THE DUPlftAGM '� S
<br /> stnbd"[y of atl truss membes,aiM ticdown wnirections ro 6earns and mps of walls.Truses shall DIAPHRAGM DETATL �'
<br /> he wPPM1�wM tapereG hardviood shimmlrg w Naz ev 3. NNLS$NALL BE COMMON O0.GALVAMZED BOX
<br /> Design dmwings ard calcuL Eons,br pre�manufac0ired wood trusse ard jtis4 sAall6�t Ne senl ny chwd b�rs on the(ufl width ofevey 1. ALL fAAI�M1NG MEMBERS SYW19E h t4tRMUM N014NAI.WIDtN -'�
<br /> � and signaNre of Ne Washiigtrm Sm[e RegstPrd Rofasional Enginrer who k rtsponsibk(or Me �PWK,wiNout nitrfiing the trust membcs.The trusa manufactuier's rapmsble fur enwring the
<br /> design,aM shall he wbmtlld ro the nrchaxt aid BuiNiig offirial(or rev'�ex prior ro fabrtaeon. �'^9�doa not acecl the s7N v��capxi[y o�the suppwtirg ekment. /y �
<br /> PREMPNUFACil1RED WOOD I-JOI57: ShaN be fabrKatai by Trun-Jast or Bolre Cauade,
<br /> �`�i�� .
<br /> FOUNDATIONS aa�n�ma��r��m�nbeapa�•�Mmer��m��o�e�9��,x�ss:n�ae����a '�
<br /> an
<br /> Concrete foundations sha�bear on stlfl,uM'sWrbM native wil,or on strucniai fiA weN compac�d according W the manuhcWr�s mstructbns iridudiry bbcHng,web saAeners,bridging,6.fashn �lOPopL
<br /> �the blbwinq 6earing rapacily,a4umel typial of tfie soB rypes in this rGim: joists to wpporC�az recommendsl6y Ihe p'st a'd hanga manufxtvrc.Rvvide trmpo2ry
<br /> Albwable 6ainiy preavre•2000 psf hadng as�ewmmndel by Ne manutsWrer C�hdd Jois6 in place untll permanentlY�ureE,Cu[
<br /> Bo[mm oflvoEng devation shall 6e bcata�ae minimum fia[depih shoxn on i}Ksx d2w'mqs �^ings in joist webs only es allov.�ad by Ihe manuhqurtr.
<br /> unlessWherwiselidlratd. MINIMUMWOODNA7LINGREOUfREMENlS:UnksothernisenoteGontlrtdrawirgs,rypi�'vlwood DIAPFi�GM SCFiEDIlLE � - . .
<br /> M1artnng shall he fas4ired im m�Rumanm wi[h -
<br /> CONCRETE I�T=bkJ.36a.9.1 `� `= - .
<br /> Concrete wwk sha8 comPM,�9�ral,weh AQ 301(htet alioon)'SP�ficatlm.s fur Strum�ral bisalPa� ''� s s € . -
<br /> Concre�for Bu Idngc," bisUFnfle'to D�,s�ll or 9irtkr (3)Bd cdnmon me nail - �J L L__ . •
<br /> R Blaking/&Wging SHEARWALLSCHEDULE`� - _�-fa:.��4`��vs,�
<br /> CONCRETE MI%ES:Con<mm�mbes shall conbrm AQ 31B Ch.5.Mlnimum cw�cre�stren9�Pc at �����ds (2'�common end�'I � � .. .. -�� 1�� .. � � .� . ,. . . . _��: P e•3^.
<br /> B . _ __ __. _� '
<br /> BIOCkm WN180UNDARIES 411R/.1E/SIXEP:ATE '
<br /> 28 daYs shall be as fullows: � 9�n'+��lart�m7 P'� (3)8d common tr�e wd I ,Vlp vANK EDGES' �L '�
<br /> Slabron'92de.Cuib58MPtt1s - 20000+� Doublebppidlrt �. j . . SiAdNGAT . .- . . AIIOWABLE�.d110WI�BlE ,-SHEARW�l11D
<br /> .I._... I -- - ..SNTE3MEDIATE� SILL%ATE SOLF PIATE.TOP OF WALL�. SMEAR � SNEA0.
<br /> iwllddpon5.COnvlR WLRS - 25W p5i T�� �� 51'M80L SHFATIING OF SiDES II�E OF F0.AMING NAiL - fRAMNG .FRMQNG.COH4ECTION CONIiERSOH'CONNECRON�; S�SM[C I WP1D s SWX'/ .}
<br /> We�IQ�f 2Eo shdll 62 rtl&EuflA 6y�R�9h[3rld Shdll 6!bdsel O(i Me�I pp Ndll NgEtlt[r (fid CMnl�pn 16'o[fdR u I SHFATMNG� NRIL RZE I SVAQNG- MEM0ER5 , 42E TO CIXJCRETE TO RIf1/BLI(G�TO Bll(G{JOIST...(�/FT) i (�5/FT) TiS,O �QJ
<br /> mtQ tlons,er�ds x 16d canman 6ce na�l I I
<br /> maeriai.Water/rertenc raeo zha9 be d�nnnel bY�wPPiar baced on streigth rtq' enCs �G sd� (e)l6d canmon fatt na I �. � SIE ma.<b \
<br /> and chall not ezttsl 0.55.Wffie+clucing adm�ubi maY be nroryoiaiei in m crte rrtx ds9� `�le plaze _ , ..,. . H 4g p� . lTM.61�OC 242 339
<br /> bIR shall CO�t(ORIi C ASTIi C 461 dtld b¢YSCd� Ofdd�CP wiHl thG rtldnukcN�Pl S Sol¢Vld�tll Stl1d5 (2)16d Cort�mOn MId�dil W SV/3,SW 3F SEE �_ .. i 91 . �..A J'OC . 12 OC 3R 5/6 DL..A6 ITPV�14'OC' 350 �_...193 ��
<br /> Sole la�N nm)UiS[J610CItil19 Ibd fM�Rmn 6"o c{�p rdil SW3,SN]P ' 1 I 8�1 I 3 6'OC I2'IX b &3Y OC 16E a 6'DC .I_. t_.' \ O O
<br /> RCVrtilnel�ddtlOrts.GCI eiM OthPl wdR�5061dM¢[hbfid¢ddlnlXNt6 Shdll no[b¢U59'I. ()gd com ry 3 el h 1'OC 12'OC 3 16tl�e OC'�.
<br /> p ,STRUCf �� 5/6 DIA,A8 SDSI/4x6'�LT W.¢9'OC 156 , 638 '
<br /> TTI M2 A _
<br /> RQNWRQNGSTEEL SWds � NOrES .;._ �� .._ ___ ._ �1�'0< ff6'at � . HOL�-0OYMID-.
<br /> Bwtt u sme pocts&mmen im common s`o a hce naN s/e�ov..w sos U�zd�� ���- �-- �-- SHEAR WALL KEY
<br /> DCf fRild 88r5 - �(M A 615.C.udd!60 P SY1,SW�P� 1 &1 ...� � 3'OC 5. 12'OC ' h 'LTP1 f(8'OC. 595 � fll3
<br /> Galvm¢ed Wekd Wire Fabri - lSTM A 1b5 Studs 6�heatler (4)Bd comrtan Nmal� . ' . � . . . _�fe'oc .R 1'oc �.
<br /> � r . l"_ �i,. .s-. _.. ..5l6 DIn.A9 �i 505-174x6•..��LTP11�B'O[�..�. B6] �."� B6��
<br /> e SPECIAL If�SPECTION sws,sww,.._.�I i z � m � ' 3•« �� i�•oc � �w �.. ���,oc .�,a�oc
<br /> Ranbrcln s�d shall be demiied in acordance with pII 315"Manual of Sbndazd Ramm for
<br /> Deb&inq 0.cn(orml Cont�ete StruUura" I iMpecW n b/a qualifi�irtsptt�R'�r s raiwrM m acmr&rcx w�M tlr 2012 ffiC The ��W���5 � � .
<br /> S�a 1. SEE'ttHCAL SHERRWALI DEf/SL'BEtAW FOR SHEARWP:.L FRNqNG.
<br /> RtinMcing z�shall be lapped as nooai on the daxings.Where lap lengM is not stwwn, W�al irspamr sMll be a qualifiai pcwn wM shall demonstrated wrtpeta�ro Me buiid�rq 2. 'p�ryDIGTES FE0.i00.ATED SHEARWALL.SEE'{£RFCRATED SIIEARW/J1
<br /> ain(orcmg bars zhall be lappal az folbws�, bshceon of ihe building olfioal.The specal inspector shap perfirm dte venficatiors and DETNL'BELOW FOR ADDITIONAI F0.AF9NG REQIllREMEMS.
<br /> #5 aM smalkr Top 6ars - 95 bar dameRis ��P�h°^s ro!d 6elow: 3. ALL PnNEL EDGES BLOCIQD WIT1 FLVIPIG AZE PER SU/EDUIF.
<br /> mcm,�n�rs- ssoard�a�rs 4. I15E]'�31�'STE£LPLATEWASMER54T4LL60LTSPERIBC2305.1.1
<br /> Getan aMca conc `fi Rekre�m s. w�nE nnu svs�c a�ss Tw.r 4•oc:srnccEa rutu'F,'.
<br /> rY6 dM IL�n TOp bdr5 - 60 bd�dNllltl¢i5 6. NAllS SMALL BE COMMW O0.GAlVPM2�BO%
<br /> 9omxn bars- 95 bar d'a�neters ke�inforcinp sixl @ placement P ACI 318 3.5,7.1-7.7 �, THE-rop oG WALL CaJfiECrtON'Is REQutaEu aAY WHExE SMOWN m
<br /> IBC 1930.4 THE TYpICALSHE�R FLOW�EfAILS'
<br /> Minimum wnvice cover wc re'viNrcirig shatl be as lopowc: ���of andiors ft en6ed P fKI318 8.13,21.2.8
<br /> NqISVUCiUrdl51nb9n�92de - Mid-Dryth IBC1908.5,1909.1 AHiYPMlEIE-0GENAIL[NGTOTOPftATEANO .�
<br /> Wap 6ars:in0iwr tace - 3(4" Use of requirej mx detqn P PLS 318 Q�.4,5.2-5 4 �eolH 4DE5 oF PAAIEL](ttM ¢
<br /> ezP�te ezMNR�v - 1-1/2"(HS and smailQ) I0C 19091,19101 _ �ocare vut�--.. )
<br /> 2"(a6 and larga) i910.3 �par�y�M�pur I /-�G PER SCMED AT XORQONtAI PANEL]OIN�S p
<br /> FaoGngs: BoCom Rars - 3"(W#againct earth) ��time fresh conae�is cdttpled W C ASTF1 t1Tj,pl (NOT AT TOP iUTE) w/EDGE NNIING BOTM SIDES OF JDIM
<br /> ANUIOR TYPE MOID-0ONN AT�_ � '�
<br /> Top Bars 11J2' m hbrio@�st speorrens(or5trergth PL3 318 5.6,5.8 UPPER ROOR � � ' `o
<br /> Side�rs 2, ��,Pe�^^durrp ard air mn2nt ks6, IBC 1910.10 y ; �
<br /> aiddeeem.rietheoertceanseofthemnaete. ����'-`r.:. �_-�i rt-`�=� �P� _B a
<br /> SQUqSH BLOG(S IN WM JOIST AT--7'MI� [ 9 < <
<br /> Prorlde suppMs as reQuireE lar propo-atignmen[arid concr�mrer around the reinbrcemmt. R'oGe'�hnique of pla�ment of mricreoe C PLI 318 5.9,5.30 pu.po5rs�rvo noLo-oowns � ��F ���� Lt��'�I� � �
<br /> Consuk Me CRSi Manud of StandaN Prx6ce MSF 1!or specific InlormaGon 1BC 1910.6�1910.8 ..�'� ���' T' �� m��.
<br /> Malnrenxice of spedfial cunrg P P.Ci 318 5.11-5.13 I ( 5 � � �� ' o
<br /> GRWT �mcemaeard trzfiniQue IBC 1910.9 �-y I � x� �il "" -STRPPNPE MOLD-DDWN AT WPEA FLOOR � �
<br /> Baee pla0e9rq+t shell be nonshrink ppe with mmimum fc=B000 psi.All other nonshrink [ e�d �"'��""�'�"'�" �'� CENTER ON RIM JOIST Q
<br /> sha�hnre minimum Pc�5000 pci. g�� ����� ��fl�6,andion �' C 1BC 1705.10.1 I � � �.,'�,I�
<br /> "g' "0� "9� INTERMEDIATE NtSUNG�---_ '�! �+
<br /> �c.oid��,�,on��ix,dao,m,e, vos.u� � ,
<br /> -� ' lt-. .____�ouTE vHtncu PuiFL)omT on srw w/ - ._ . . O m
<br /> �845 Hnd holG-0OVI�6lhdt eR d pdrt I` � y E�GE N/SLiNL 60T1 4DE5 OF]OINT ��pr �,��,�,t ��
<br /> ANCHORS or e,e wa�w d��r�Ke� sae w,re�R seneo Ar ww- I� ��`'
<br /> u�oid�i�e����no�.ma�e�9�w�o�wma�e�en�i.ea�mo.�,..n��o� s�r�ma�d�s��a�:s�s..�m �oisicoNomor� F { i - `�f'�'��r i1��.:�, 1 �
<br /> speGfiel in these d«umenfs shall be subject W approral by tlre nrch�cc. NOEec I � �' �+ "
<br /> "C=Continuous,P=Poriodc - - -" - � ��
<br /> ANCMORiVPEHOLD-DOWNPERPtANw ASTM- PANELEDGE - - � I �� . ,���1
<br /> IXPPNSION BOLiS Ezpansim bol6 n w5d wr2reR sMll be�r�getype airchors made o(csr6on See refcen¢s nhove for meaning of ConOnwia ard Ponod[. � � �� \ �__ � �
<br /> s[eel.Bolt sv.e,spaurg and embedmmt kngth�hall be as desiqnazed-n these daw igs.BdC shaA al-rtpection is rot F1554 GRADE 36(MIN ANCHOR.EMBED 12"MIN NAILING � - - -� -MIN(])STUDS AT EA HOLD-DOWN W/ ��� �-�:
<br /> ^Speo repuired for wood fiamsl elerrents with uige reii 9����n 4". � AFRY PANEL EDGE � � � Q
<br /> be ircalled per fhe manufacwres'mmxtioric wkh Ir�spetion pc ai�eiuk.�epansron boks shall w/STANDMD QfT WlSMER AND N17� �\ I � �� (2)RQJJS OF GANEL EDGE NAIL[NG = a
<br /> 6e Kwik-Bok 3 or approved�ual A wrrent3C�or ICC fteport shdl he submtt�d(oral�mates. � � ! '� NAIIING TO ALl EDGES � II�.{;+.�:��. I'�y,.'�� �
<br /> DESIGNCODES � ; oFov�r+u�cswrrH�N
<br /> ADVff51VE PNCH00.5.Mha've a�oTY qGe anchors in w4d wzrUe shaN be v�4e1 ver Ne Struauml cakulations md dm9n confortn m the mau rernmCc M Me foXowing mds: RIM]OIST -. . ; -STRAPTYPE HOLD-DOWN PER%AN �� IFII, . ���I f � rn
<br /> THE PEAFOPATED � �
<br /> manulawras instrucoore nRh'nsp¢tion pa schedule Mctwr s¢e,spac rg and embedmmt � - '� �I- �_f � �.I ! I , I. �::� .^�Y u1 SHE4T'aNc,RtAIArvG, o
<br /> Geneal -2012 Intnna0ona18uAd Code I i SHFAKY/ALL
<br /> Wood -2012 ANSI(AF&GA NDS,2012 ANSI�AF&PA SDPNS I j I " � NrVllxc ANO PN[HDR
<br /> IHigth shaX be 65 daiqwpN in thge d2Wmgs.!dhl6ive ShaE bC HiA F9T�2E 500-SD.AnchOrs TOPOF WM JOISf �ALL PUTE AND NiCHOR BOLtt TO fDN PE0.SCMEp. '�
<br /> ShaN bP Ftim H0.5R.A artmt ICBJ w ICC Report Shall be subm�t�for dl�malxs, �d5 ASCE(SEI 7-10 s � _�-� � -��-�_-� ���� �/ ENSUPE(2)MICHOR BOLTS MIN.EA.56L V[ECE.LOGiE � �' �I I�L �� �Q�EMENTS PEA SCHED TO ^
<br /> CoMre� ACf 316-31 �- I I {
<br /> ' -€ -- F➢t57 AND lAST/JICHOR BOLTS 6'1�@!,13'MA%FROM I I I[ . �I I I FULL IFNGTH OF FE0.FORATED
<br /> � SMEA0.WALL,INCIIroING
<br /> TOV OF CONC �--� S1LL PIECE ENDS PND MINTS. I� � SECTIONS OF WALL ABWE RND
<br /> W�� DESIGN LOADS �����-�-- , ' � 'r � c ; � ec�owo��uncs. o
<br /> SAW N LUMBER;StrutN21 sawn Iumber shall be Miln dnal and 6e o/the spec�and g2Ee notal � i, F�I
<br /> bebw or bethr: LIYE LOPL6.In add"itlon b d�C bads,Me foYowmg Ine baAs are us�(or design.�ve bad --�.. � ���I : �I ���
<br /> Use Grade Fb(osi) redu<1bn k in xsnMence withlSCE 7-IO Section 4.7 ADD Mx24'AT 70G&-�-'�� ___ _I 1. . ,-. ...�li
<br /> WaB Sads Han fir Sad 675 Raidentlnl =40 osF(red�cibie) EpT AlL MOL��DUNNS --TNICKEN FfG AS REQ'D FOR
<br /> %atc�&Planks Hen Fr s2 675 HOLD-DOvVN EM6E�MENT
<br /> »icra&aar�z Hen r,�sz g,� sNow inno,:snow iosd:�d�e�,,,���d���«d�«wan�scE a.�w�a�me ratowo-� TYPICAL SHEARWALL DETAIL PERFORATED SHEARWALL DETAIL
<br /> Fttt rz:
<br /> 4x Beams Dougla Fr�lnrth xZ 900 CyuuM Snar Laad Pg =20 psf Ct.lA Q=1.0
<br /> 6x Beams Dougia Frizich=2 675 Rrof Snow Wd Ps =25 psf Is.S.D
<br /> `� °��F`�R"�Z 'S° ��iEARWALL SCHEDULE �N� N�,ILING D�fAILS �
<br /> 2x4 T&G De kinq Douqlas firiarth Seic[ 1750 WfND lDADS:Wid Iwds are based on 0.5CE 7-SO Ch.26(Enrebpe Ro�eGure)with the bllavmg ��
<br /> All himbtt and plywood Im m�Gc[wiM concrefe,c[uc<o,mamnry or Wher canenteous metttlnls ��' �
<br /> shad be tr�td virth an E.PA accepbbk vrood preserva[rve,such as PlYalineLopperQualemary �P�ure CaRgory =g Iw=IA
<br /> '•AC:Q"or Copper Azok'CBA°rype n and B. VebcRY(3 sec) =110 mph(uk)
<br /> NI wood connstvs shall be munulactured by Simpwn Strong'fe CompanY(a approval equalJ, ��n wind precuird br de�rtnining forces on romponenta aM daddhg are d�rminM in
<br /> and of ihe size and rype shwvn on the drawings.AO rvood conrrocWrs m mnect wlc aaoMance wtth ASCE 7-10 Chapeer 30.
<br /> prcservaEveirealai wood shail 6e Tnple Z�mk G-185 qalvanixed(1.65 ozJsq RcaaGg). SELSMSC LOADS:SekmK Ipads are basN on[he EquNalmt la4ral Force Procedure in qSCF 7-10
<br /> RAIED SHEATIdNG:Wood strucWra pands shatl bmr tfie AGA tradenark of the h eritnn Pywood ��^12.6 with ihe(oYowirp fac6�rs: .
<br /> Arsxiatlon.Sheathl�9 shaq 6e as(oAows: Rrsk Cete�,M' -I7 Ss .1.26
<br /> Z
<br /> Shmr Wall Shtp IS(32"32�16 GD INT PPA witlt Ea'�ia Glue(CDX) ���� �D 51 .0.6%
<br /> Rmt Sh�j IS)32"32/16 C-0 INT APA wdh Eimior que(fDX) DW9n Ceteqory =D 505 =0.839
<br /> A =6.5(viwd shmr wa'I) SDl =0.965 FILFINO. id�BOd
<br /> Sub FY r ShD) 3/4'4S/24 T&G C-0 INT APA with&tsnr Glue g�Shex =14.)IQPS Cs =0.192(uk)
<br /> Sha�ih'm9 shall 6e orknbErd ovc tlre suypx6 as�honn on Me drewngs.Shmt wall sheetl�ing Ie =1,0
<br /> shaX be Wockel a[all pand alqea ns sFrown m Me shear wall echMu@.
<br /> TE 10/1/2014
<br /> DESIGNED BV TL
<br /> GLUEO LAMiNATFD MEMBEPS:Glued laminamd members shall each bear an AITC tlenGfim�on DRAWN BY TL 8 RM
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<br /> applied Imma'lia�y aMr trimming erther shop a M1dd.Memhers shall 6e Vaud GradM Wettrm
<br /> Specks Ind YVu�,ArchltcN21 or Premium qrade vAM strengN aa(dbws:
<br /> Srmbol 5 e�e�tl F6 E SHEE"f.
<br /> GlB 24FY4 DF/DF 2400/1650 ps�' 1,BOO.WO psi
<br /> QB 29f-YB DF/� 2400/24W pci 1,600.000 psi
<br /> •IGng Beam DF/SY7 3D00/3000 Gsi 2,300,000 G61
<br /> 'I(iig Beam Ls a product ot Bdse Uuatle
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