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. i <br /> �. <br /> t <br /> . w ,, . <br /> . , ; . <br /> • S: Joists to be anchored fo n�asonry walls with lUga.�1-1/2"x 10" • S`i'lZiJ��'�J:RrLI.L�1QTS;S <br /> • c i 2"iio )@�3' 0"o c max tlaii t � �sts or <br /> • -. � ' - . . . ai�sti uctiQn to mc.et lnternational 6ualdz g oc�c. � <br /> � � �..::_w•--- � ,{�����oF�� - , bIockinghwifh�8��Odnails� C 'n C �20.}�`L. j"�{:.C� ._ <br /> ,_ i <br /> , - ; <br /> . � •� <br /> + '. � <br /> � � � � �,��}¢�._.__..�--� ���� ��' ' •. PLOOR-JOISTS � (, Spike all laminated meinhers together with 1Qd nails @12"o.c. � <br /> � 4 `. ' . ' . � � � sfaggex•ed.Splice laminations at supports only. A. Live Loads � <br /> � � '. f � }2pp}=SE�JEATNItJ� � • ' " - 7. Laminate twq full-height stucls to eripples under headers ancl block I�oof'/Snow Load-2S�sf <br /> . � . ' ` � .;�-�-ad"m �'oc U.QN. � • � • " sotid to bearing. �r�'i�zd-��,Q1�:It'�I.Ex��.«�» , <br /> t . _ . � � -��� 8. �'rovicle out washers lor all bolfs bearing on wcro�l. S�isnzec-�ategory D:� � <br /> � , veNT BLOGKS � @ 2-O a c.. 9. �11 nails should be comn►on wire nails. <br /> , s , ' � � , � <br /> . • • I0.(rlue-la�ninated dmbers,Douglas Fir,AITC-grading:combination i�. Soil�iud Fo.undation Data <br /> , . ,. ,, <br /> � ;� �t � • . . , � � 2=4F-V�#for simpie spans;2,4F-V8�f'or canfilevered spans.llry � <br /> . } � � � . � �'�: � <br /> ' " � i • _�?RA� �Ur I • candition of use. i. Design bearing stx�euath 200ps£.Coe�cient of fricfion 0.25.Passive <br /> � ' . 611�IP601*t H,4 , � ' i .�pCx�NtiiLlt�'PER � p,S "}� 3t�1`�.T�' SIMPSOM LSTA24 PP g ` P P <br /> �24 Q� � �p��g�{EATHIN�a pR �QUAL: Architec.tural A earance rade whez•e ex osed to vieFv. resistance=300 ef. <br /> . LEYEl. . � � . °�HEAR�AL�`'�-��EDULE • ��{ m 6' oc U.oN.� ' <br /> A�5 P�R�.��� SMEAR WAU. , F<ibricating plant ATTC inspected.Wrap individual members. 2. �arry att footings dqtivn to undisturbed soil,niinitnum depth=1'-6" <br /> ���A����7a�� �F � gN�A�2UlAL� P�R P�.�N Submit shop dr�wings for review prior k'abrication.2-1/Z in.wide uuless noted. <br /> SH�Ai'Flit�hIQT � �y� p�,A?E NA�LIt�k'a PER , _...,�.�.�� purlins slzall be indusYrial grade.(k`F3=2400 psi;Fv=16�psi; <br /> L,APP�t�,OhI RIM�Jf�16T uPF'�R l,�v�:. �y�ARIJALi Y _..-----=�-�----""-"� <br /> • at��onrtQN Pi.�+Te, , . E=1.8s1�6 psi; C=650psi). C. Concrete <br /> ,. •� �_ �; � T��r��.�iF��'=�� �" ���� ����� ,.�...�.��.�� <br /> � , . �Ap�p p��1M�Jo�57 Q� ��� , 11.P'lywood:Roo£sheathing to be 15/32"C-D IN�'-AI'A ply�voocl with <br /> . � , • . GOI'iMGN PLATE . * - <br /> ' � ��-RIM J016T�����-K,�' ` ��,�� �'�R�'� -�^!/!J -- "- t 1. el as 5 �rvn in ACI Ylaaxual of <br /> �. �. . : � �u� T�:� , G�G�Q(�Q�1 C�'� �C�'Q n�, s. � � . <br /> , . <br /> � &c�@6�a� u 11e ges,e6d@l0aopaIIatiin ea'an dia esappor Dtind�uciriPracti e"ACI315t� '�c <br /> Iuea P I <br /> • � ' A`���T_a�z� �,.r,' pG , �'�'. � , taxid board of q i stre m y substAtuted for � _. Co • <br /> .'c.�t pa <br /> . , , �„� ,. 3/4" � �,_p" � -_1/2 sack centen p r cub y r ,( o i g <br /> Orieneed s • 'e ua� jr th a be �' � ' zzcrete of following 28 day teststrength <br /> . �: SNEARUJAl.L i'�R PL.AN . .... � <br /> i � � � e <br /> .. . <br /> , Q 12.I're�fabricated members to,be designed by Washinbton Stat a ���3100�)si, <br /> - , . . .__ .__. ... ..._.......___�.-. , <br /> � � t e ic, a n es n <br /> A3 P�R�.Ol'v'��L�1'�l. ..j i6�PI.AT�MA�L.ING �1..K G �� R <br /> 6H�AR�A�-L TA�t��� � p�;¢SH�AF�tUA1�R T�'��-� A3� a � . _�51-A�8 ' 'F1,00ft JOISTS licensecl structura!engineer and in accordance tVith requirements b. Precast walls f'-30Q0 ps1. <br /> �H�ATHIt,�s Nc�T �p sy�af}�t1�r,�No7 ' 4 dR "���S • showu.Submit coin leie sl�o drawin s with en ineer's seai t'ar c. Y(aximum slum 4" <br /> l.At'F'�P CX'I,R1M JOt67 � �APP�F'J C�11,t'�1t1 JOiST . �lod 7N a 12" oc P P � g P <br /> �R Gp�,ON RL�7� o��pMMp�y P�,,q7� •. • revie�v prior to f'abrieation, d. Rein:Forciug f'y-40,000 psi. <br /> ` -� ������sT oR��K�� • � 3. �over(Clear Dimezisions}. <br /> . � ��r���NA1LIt�c� ���,�� � �. Exterior faces of�valls 1-112". <br /> ' • ' PER S�=AR�1a!� ��. �� pLA I� Stru.ciural Steel b. Vex•tical faces eXposed to earfh 2". <br /> • o ' -• , -.ad 7N A b' �� • SCHEDU�.� p� c. Bottom of elev�ted slabs 1"clear. <br /> ' ,•-,-Y_ ' SNEAR�.11A�L <br /> , � � � "�--- �sNG4��R[301-T`� , pER F'1-A1� 1-S�'s 2-`� i 1. �ltt steel except tubing:ASTiYI A-3G. 4. i�ap.all fietd splices 30 diameters.Bend�vall and footing bars 18" <br /> SN I, � •• Y��PLAN - Y'ipe:AS�'M A-53,type E or S,grade 40.Tubular secfion:AS�il'I ac•ouncl <br /> � - � ��L����G � IMPSOM l� TA24 A�00,Gra�Ie I3.All bolts:ASTM A-307/ASTM A-325,type X. all co►•fiers,ar use coi•ner bars. <br /> '� �� � , � ER DETAiL GABL.E �ND �, � pR �aua�{ � �, ian,er ling in ie Iatest �, or projectaons to str e.rvxtix#4 l�ars at 1� <br /> ! ,,, <br /> SH�AR TR _ ______ v � . I ? ALl fabricaf' ection and detai aceordance witL tt "' 3jottel ali exteri uctur ' <br /> , _.._----------- st <br /> g ._._ .�,� SHEAR WALI. edition of."Manua}of Steel Con ruction"of the American hooked into ivnl[. <br /> . � • ' . ' ' 7oIS7'1 TC> WALL- - - Insfifute of Steel Construction. 6. Place nn back#ill��aiinst foundation wa1Ls until floors are in ptace. <br /> � � al.oG� 2 Toi ST • 3. All welding by WAI30 cert�ed�velders in accordauce with" 7. Izxcurporate to caicium chloride admixtures where aluminum allay <br /> � �_ . � ��p'��• � `�----�----------�- � WeldingHaudbook"�b�t.he American Welding Society. � niateria,ls are embedded. � <br /> , �n,'n f��p.� � (�(�� n "(1 . ' �. Ail���elds to be 3/16"miniinum coutinuous�iitet wetds using ASW 8. AiI rvood t'arms used#'07•concrefe in the ga�ound or beri��een • . <br /> �-^.n� �(ll(l�1111VU l� V!� !n1 u L� pXXX.electrodes. oun ation si s and th � uix a _ e re.m d. <br /> , _. <br /> A.S,E7 � L, <br /> �+�AD�R PER P!�N. .�. , � • _ <br /> � f - ' 'll e ro d sh 11�b = ove <br /> �� � �;Qc�tU �-��--~�-_- �Y.p�µ� T���p �;- ��t�:! ' � ` 3/4" = t'-�o" 5..Fielcl la.uruing of hflles is not allowed�vithout inspection by �`xcav�ting�inz]fi11 <br /> � � / <br /> .. <br /> " � ' ' _._._�_____.___�_____�...�.._____._._____._._�_m___-_-=:_--. -..-._--__f_-;-- engineer. X LYcavation_and fill shali generally conform fo I13C 20;12 Cliaptcr <br /> . . . -T� . . 5. Provide�vashers on balted cannecfioaas. 1$� . <br /> '� I � ���� '��� • � . - � • . 7. All steei not embedded in canerete or masonry to receive one sho� and Appendix J 1BC Z{7l2, <br /> " ' �`-�� g��p�,pN s;�22g,r�l-5o Us= caaE of an approved primer painf.Apply tw�coa#s of heavy ?: �oundation,tivall,and slab areas shall have all existing nnsuitalile <br /> . : . {2 j�Q�,�y� 7Qc� �;Ni�� � ��;.�;���Rc, �r Eht� �TG�HOT nsphalkic paint to all steel exposed to eart�a, <br /> • ' . � ��; �U�.� H�lCaH7 _.,_______�.�-_�_._.-.,.---_.-�.: . T. z , , e -s1 ❑d be esc�tvated <br /> 3e R� ,. iati t x��t�'i�;ls r•en�oved�;ud disposed of off 'te,a ` ' <br /> . _.�._._. .���_�____�_ ._..___.__.. <br /> - � FqK�H�ATNI1;c�4U1'rNIN , 3 Submit com�lete shop dra�vings for retiew pciorto fabrication d�tytl to suitable unctasturb d native�oiis <br /> ��T A �T;i� ,r, �/�'A���7�� ����T�i� V , , . , 9. N[etal i•oof deck fabricato"r to submit sliop drawings showing panel <br /> , 2q'.Gr MI[)-H�I�a '.I . , , , . E�cavatecl materiul naay b�e used for fill if approved by Engineer oi• <br /> , i FUL.L hEIfaHT�f�'.f�M S1L�- P! . . . .. • . . <br /> ��������Y�.��� �x . . . . ., layout,welding patferns at suppnrts,perimeter and side laps. <br /> ���,�����12���q��,�fl ;�� ��7c��oF HaR ut Sd��"Q� � , Provicie steel.headers at ali opening5 thQught the deck to GeotE.ch. <br /> T��7H��:,.'Ji I�� °�' o� Al.t- 5ru�a,4N� P1-AT�5. . ` ' sH�w.n��PeR aw� ' � • satisfactority distribute the load to supporfing niembers. <br /> . , gds�l2' oG FI�L*-�NAILiNCx. <br />� � �' • � "`-' • (SHEAIHING NOT SHOWN) . • . tO.EYpansiou anchor instaltation per ICI3O re��c�rt No.I:R-3631. �• �ood IZoof 7:'russes . <br /> . .` . NAII.SNFATHING <br /> G' . � To s�octcs As Epo�y grouted bolts per.ER-4945. <br /> . �.?h aTll�S -�'f' , 1;,; FOR SHEAR'!fA(.I. � Y <br /> , ' �oce Nauric ,�.t�a�i b.a£actoz• �ab�•icated trusses.Design and�'abz•icatiozi sha <br /> •� tonf'orrct ti�ith klte xec�ui�•eznents of the Tnterua#ional 13uitcling Co�e <br /> �T��1� ����� �� : ��F�,���7F .INc. '^,;_ M�D�R�..� <tnd D.esign Speci�cations fa�•Liglit Metal Plate Connectetl Wood <br /> ho�.raQu� �'� • ..__-.-- + Anch.or Balts f'or foundation onl . <br /> � �,, -�� c�h�5.�.c. Y ,. <br /> , --n� srrv�n: • 3"sq.washers,galvanized. , � '��russes pnblished by the Truss Plate Insti#ute. <br /> ' � � � SIMASONnL5TA24. ' En;iueeriug itesign and shop drt�wings beariug the stanip of a <br /> - 'iYPICA4' � •�vI ipd�x �-1/2" + .82 koe�'.For fiF# members �rofessianxl.Engenser registered in.the.State of Washington ancl <br /> 'f 2?1/2' A�;'IOR._f . � �3�' . , taai�s (trnicA�) • <br /> � " " �-^ wir+oow � • 3a nxembers for shear waIis>390#/ft. �no�ving.all detalls of construction re uired�or a complete' <br /> ���'�� �.k ` o , � �, "�. . . aP�raiNc . ' K�Hc sro�s �nstallatian shali be subruittecl to the Architect for review. <br /> , , : , .. . ..__._..__...___,..- -------�---�_�-._�____._ _. <br /> . :. , ." � � T#2 6 p F#2 -0 <br /> Eleaclers 2-�x8 ty�.iutexiar bearing wa1�s for D <3' " <br /> �. I�ATERAI� �2ESTRAINT F�ANEL -. . . . . ._ -. . _� .. � . � , „ <br /> . ._ . -.. . <br /> . .,.� NTs ( n e tl�erwise.noted q� p� <br /> . <br /> `` , 3-2x1Q or 2 ,x123 Qx#erio walls D+ <br /> � axz �.ra,s�.acK � "'� u 1 sg o i� 1•zlj, <br /> ' ,.__.._._.._.,_._.,.-._..M.....�-_..r_..�-..- . � , . (TYPICAL) � ' . . . . � . <br /> f..._ ��.�-...�....»_w..-... , �......-_...».�.,-<..._,...�...._. . . , . S, .1:, ' . ''... :' . . � • - . <br /> . � +,���� . . , ��(Ij�����5 . SHEAR WALL.AND RIAPHGRAM SCH�DUL� I. TiiuberFraming <br /> � �t,YwoaQ ' � + � PCSZ �F'�y�,. �- <br /> . '�' ' : �, '� . s�en�wA� W: L.C?PENING REINFQRCEMENT.AT SHEAR. A � MaRK /�ILONI M�1TfRIAL �DGE ^ NAILING ANCHOR PLATL REMI�RiC� !. All luinber to be graded per Bo9k I\'o.16 of the West Coast Lumber <br /> .� , 2--2x SNDS , ' . � . I_�AD E31_K'G EDGE ' ` FIELD� [30R7S. NAILING - J <br /> . PER HpLPQ`� .-, �IMPSON sTN� :. ; r�''-''-n^ , � �_ ,_� 1�spection.I:ureuu.::EIP'/DF No.2 for oists,rafters and ligl�t <br /> ,`, . <br /> � Hrn.00vrt� (oR �R.} :�'r ' i _ . ams.DF#.Fa p st and <br /> � ,�.-.. _.. _ ing,plat�bY-�ci u$and 4"'wide be <br /> ' Roof 18d�1f _ Vz_CDX > �lo ��d�5" 8d o7:2".,. ..__ Min. std. her or 2x4 studs: <br /> � A�ft PIAN ' fram� � <br /> � r o• � <br /> �` � �,� . .� 6e m.: /A�si f <br /> z _�; .: ' . __ <br /> • '' P�� � " � J�15TS PEft ��` ',y , � �. � 11 st t i bcr <br /> , . . Fioor 215 If 3/a"CDX ' No 10DCo110'_lOd(>>_Q!_ .._.__ � Coi�i��ly:wifl�a l�test eciitioiy of the NFPA"National Desi�n <br /> � $ aDUc.& • FRAMING PLAPI ` , ----.-----._..._.�._ _ _ . - - � Min.std. <br /> , . � -- as z��odili� #1 C for a , <br /> �J . ' . _____:.__..__._.___-_=-- ---.___._. : _--. --- - • _ _ . ' <br /> ___..,_� - _ __ <br /> �r-- A.80GT StZE dc SPAGNG - • ' _ _ <br /> _ Spe�ificafion" " d�y ie� ruc ura <br /> � / SC EQ• ' .... ��UvG� manurac[urer provide a label on the uN[�eferancing ths test me;hed tued to SNIL 260 If �/z"CDX YP.S 8d qCl6„ � Qd a�.1.2' � o 4$" .1.6d a 6 Min. std tCQilll'OIrieI]tS <br /> ; ••-.,. . . ' , PE.ft SHEAR WALI N �.:>_. ..�.,,,.,,,o. . . . <br /> �`�_ �_ <br /> / `/flashing and carefui installation is needed to prevent leakagz.Lhe assure that the.unit meets minimum atr and moisture leakage Iimits.The�me:t i u' ������11 3 r�li,2 lIICll�llIIIbC.T�£�i1111 l�T'J1eC�, <br /> , � / . � 12' Mtf�. EMBEOMENT V V principte of'shingling'Ihe materials,includin�the windoer ilange,is ➢e�fotmance cr'iteAa and ifght emissivity must�al,o be cm;sldered. Encrgy �SWZ ��/� � �'� �,/,r-� �'� ��JA�;���� ��^.!(�' � <br /> � " " ' uaed with Uie windows.The 7RC codes wlit limit the area of glazing unless other means are used io ccmp�nsate �_�_.�"<� � �i$'/ �'�� �dJ <br /> ;�„ � . � ' . I� S 8ri Ca 8 C 1 S _3 <br /> �,• : : ' � , ; cntical.as is toilowing any.7nstructions ind � - - - - -, _ ----�-_- - ---,-� -- . .._ -._.._._.,._.__. <br /> � • � 2--i�4 CONT, _ - .. <br /> . .. � . � requires thal windows and glass doors be factory-huiit(not site builc)antl Che tor tlie energy loss created 6y large amo,ynts oi giaun�. � <br /> � ,��� � !: .. . v � ' <br /> - : .. <br /> A35 a Z4 4 30'�t d it r�to hav�2"th'i�k sol'd oc ng a uppar . <br /> , , •... , :.. -. • _. _ _ _ <br /> +� ,: �7 • � t , �� � 1.8" O.C. VERF. General .. . IRC uec �rs.sa • - ^- �/ _ � + . _ .. _._ <br /> �1 , <br /> � r� � �_��--.�� . �` <br /> ' � � �`a. . <.��,� � � 'D fx[windows&glass doors req 3rd part�test&Isbel ...(6133] �nJaj� Door to Deck Flashin� � .. M(A , <br /> ! '.;�F " , . �.. . ' .:..........�302.2I �T5A1 , . . t . . <br /> � � .' ' '� �t =����-�--{-�-� ' O No wtndows<3ft w propeny Iine ..... . . _ � -. . . <br /> , <br /> �j �� .1iF� L3o�X/�L5 q ��n;1-�� n I=I� ❑Safzry glazing wher¢req'd(see Page 24) .............f3081 I2401} , _ <br /> ,_�_� _ . <br /> � e 1<<� � �` PREFABRICATED FLOOR TRUSSES SHA�,L BE DESIGNEp BY THE MANUFACTURER <br /> I' • `- �CSJ P�T CORN EFcS . . , � p oestgn tor intema�pressure�wira�oiown dobris Sealetl Jamh/sllt flashfng '• 'i �� J � ' <br /> ; . . Qa'.. • P °.4�91 P�RF....PVC ` inhighwindazeas .......:....................�613.41 t�II��} . . - ER S <br /> ��i�a`� , ,.,.�,,, �;, ���1��, ��� FORTME SPANS AND CONDITION SHOWN ON TNE pRAWINGS AND SNALL BE <br /> ; ` �c,'0�0011NG DRAIN 9EttectivzAashtngaroundwindows&dooropzningsF633�64(703.8� t�ao2.2s I� H FURNISHED AND INS7ALLED IN CUNFORMANCE WITH THE MANUFACTl1R ' <br /> �<< ,�� <br /> ; � �nf� t ` I�°�.' �r ��� � ; ' Flg.63 , aa � - s -�' ,���f/��-� INSTRUCTIONS. THESE PRODUCTS SNALL BE MANUFACTUREQ TO THE <br /> � • j��_����� '_' r. . ,� a Window � . . r.. } � .��,.;.� . . ... ,' , . . ' . . <br /> i � ��� �� ^ '� - Ftash(ng ,��}e f �.. - ,�1 ���t��` .5� ��`'����.,�.�'�-�:. . . � � � � .' � �. STANDARDS SET' FORTN IN THE ICC REPORT N0. ESP-1774. . . <br /> y � �' f' ��1�T��.i. Cl J v - ' . . �c� ",' a2 �;4^,�,�.,'�.#,F.- „ ��`" �..�J:��N'.' Sliding door�unner. , � Canctete o�file . . . . . . . . <br /> , �� �- � `� - '�--�'-� •� �,�. $�aPedr� pe�h. TRUSSES SHALL BE DESIGNED FOR I�/480 DEFLECTION SUf3MIT TRUSS <br /> _c,oMPAGT�[� - ,�;� .' � . � ,� : �, <br /> ; . 'Ft�.�. a° ^ "' 2_��+ cortT. , Fo„ow .�;��;i' �'' �r : , s "` '� ,� FRAMING PLAN Tq ARCHITECT ANp OWNER PRIOR 70 FABRICATION OF THE TRUSSE$ <br /> � • � . � • . ' � numbe . , � Q . <br /> 1 ' ' � - ' . . .... ... .. . <br /> .,� . � � . ?. :. � h�,� `�'u5. •�i. �� �. t� r . <br /> . ' __ � <br /> _ ..� . � . .• . � sYstomlot � .. 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