|
. 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 � .. ( �� :: � � � " "' �� � . ..._ .__ .. ._... . . . _ . . ... ... ... .
<br /> _ � _2
<br /> . 7. � � �:.: ��
<br /> i {� �Q �� n'f orQerof �.� .,.- . i i�' �"� fr ---�.',;"art,:--�r ` � /� . � _ .
<br /> .� � � U V I'%���O Il\1 D �41� ' � liashtng O ;,z .2 ������ � ��'a"yA�� 4tE,� .,./ • • p , ' . ,
<br /> ({ '(r� r sr,y•. _
<br /> '� ' � '` � .. . � 8' : ix�^ wt bl � ti: tsf`��t� � k�r�.
<br /> � • ��V . . _ _. .....� caulkinS 2•.�' .sv�', ..',� S'an�� , �- (� �j' . .
<br /> ;
<br /> . ,.. �7 �7 "]
<br /> � . . . - � F ' �, . . / / g�- �7�-�;{
<br /> , .. ' , � �4y ���
<br /> . . . . . � �,� . . .�•.�� .. � � 3�:� • J � � �T .
<br /> - �� .� :....'� , . .. '� ;..' ' :�> . ��... . ... 1 r x.ik'sN�y.a�2n . __ �L�,-��V /� f ' . ?,♦ . �.f�`���
<br /> ,�.. r�
<br /> .� �J � ��� � � .. �:�
<br /> � :. .t �. . „ , „ , .- ; . ���,' tt�: � ��� .
<br /> :� . , �� _ • . . . _
<br /> , i . , ,3 1 ^0 - , ;��'+, �r�,��,i;,�.�v°'�rz .'v „m� �r',,- ��._;c � ,i.».�, tr? � . .
<br /> . , i ,
<br /> . :: .... . . . --_._----'..__ :;"t�...;.,�.�'�'�.i. �f. �>�4 1 �� t:���. r ��;fS�"r �;,E,,_,.,_, '�� .x�. �,,�� . � ..
<br /> • . , .
<br /> '---------� � � �j ��g�(
<br /> f. :•.: . _.____..._ -, ,. _ , .
<br /> � " .�F���.
<br /> �
<br /> . ; ._,_.._._.__ . :., �. 5.�-q ...:'� 'r. " Y�.ui4 `;. r .=�- ,.-='-=_ . . . . .
<br /> . �" .d[.I�-1 �.�
<br /> �? : :_..--,�-�.-.,,-- __ ,,.�_..__.,-�---_._._.._-�---._��,- va�-�� �r 1 '� -�r�'' ��.� ��_--�`Y£ � � � .�� . . .iiPaR6V�oaY ��'�r�982Ct3
<br /> !' ��j�� ) . . � . ORAWN 8Y -�'�VZ :
<br /> � . �,�.. J . �. �_� . . .. .. � �iy � O �iR,4}Lltor'� ��f`IG�� � ' �
<br /> .� . __ . _...._. . .. � . � .. . - - . . � .
<br /> + ' � � . � ' st s� ambran Je. _�.. ,. . .. .. � p � � . __ • 7� �
<br /> . . . ,nied.._.__t_..�m � . '
<br /> . i
<br /> � .
<br /> ......._ . .._......�.._._-.....-_,�..__...._._._-.�,---._.,.._.,_-_ _..__._"`_---•_...,..-"-------.,,.._'___..,-,-,---- -- - � .. �ack Flu3hing
<br /> mu � _,_�____.-„-. 5�� ..
<br /> � `_.
<br /> �� � :
<br /> -� E �, n �� ���� 3
<br /> j .....�__ . -�----_ - ------�---� - ��;� = ' _ , r;a��at.
<br /> -
<br /> , -�-�--
<br /> >
<br /> '" ��,��� .
<br /> , �
<br /> r
<br /> ;�:.. ,, ,`� �� c��-uT 5 p� c��
<br /> . � - y.,��y (1
<br /> I
<br /> ,�.a�.,:. <. , - � �.� � _ .� _.� - �� �{� .�c l�C� _ .� �;��
<br /> ,- -� .
<br /> � ~ �
<br /> S'
<br /> REY SEO
<br /> ,.+,.a" � y ya :r�r,' - � �' � l
<br /> � - . �.���.
<br /> ; • � -������.�?��,� � -�---- ----- �� � - ` _ - _ �._
<br /> . � f"s� �*`"~""°'d �7` t,. ' - i-.^��:��� _! ��% � `� •- - - ,
<br /> f�_��`,,�=�
<br /> � �• - s�l�° �' r,�,a i � t'� ` _ ,� � • • �� ' � DRAWIN. NUA ae�
<br /> , w
<br /> ������ �_Jr��Ne��P
<br /> m � .
<br /> � ., � ��� ���.� � r r� �`` _.� ______ � ��_ t`� �'�t'1` �� �� .� �.� ' .__ ° , � 4�
<br /> _ ,
<br /> ,
<br /> � � . _ ..�� �
<br /> _ .
<br /> ; .G"� ����,s � ` �� ��� G � r
<br /> �
<br /> � �, �, ��� - � --.� � � � � _ �.
<br /> .
<br /> ,
<br /> �:�w-�' � � ' , . � . _ _ � -
<br /> ,;z,��. ��� �.1`�`f �� ������"�
<br /> }._ -�T }�v � \ j �\ �'p j�
<br /> ti3� J1,_.,� r�ij.ef� y�'✓` a"�Th+� : . �� Cl �d�.d��� �atii� 9 ��lYl�� . .
<br /> }
<br /> i
<br /> ��. , � . �G T �
<br /> {� " "'` �� �f � ,'', 8 V f-i
<br /> • � ���' :�:a � � . �� � . _ - ,
<br /> �--- ��� �� �1- 6� /O�� ���li � �_o'` �3" #5� 1�" ���>.�8�' � . ��;JT
<br /> �, - � �� -
<br /> �� g� 12�� 9.�-�f� � _c.�n � ���G 1�_�� � � .5'�f �'" �� �}-,_:I�' -
<br />
|