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9835 9905 SW MCKENZIE PLACE-1 of kk YZ Wa I + hroemnstAs for Pet ma his, ,. 4P7w"ti b thb r!lv i�Wv ( f rx)/ ++x+19 q am to ftow 100ne"of+hs y intc~im given in des. �o.�is reiwwwwo i s M �. "� VONVIMig old cX n=AN q:.itnlAle� 'vd �, . tsiftaillon - �► -- - --_---- -- _. Z 2. rc��n � �w and Ke"�+rrigru of: M4 we* oft ftt c7f!d+ trays, said peftrminq his work in • sate . nd at ssw , r'nrttMlilt. W AK CONSULTING ENGINEERS •� _.__.. �. _ _ (503) 222-4453 t_j i�1 �. I Date 11 -� Ely _ 0 10 l Mckenzie Str. 9835/ 9905 is 4, PLMZ �. BUP2003-0021 003-00097 ro 1 of 8 1001 I p NO EXCEprioNs TAKEN ❑MAKE C'URREfirIONS NOTED p SUBMIT SPECIFIED ITEM ------------ REJECTED []REVISE AND RF„SC1Br-41T r I tHECKING IS ONLY TO VERIFY GFNFRAL CONFORMANCE AND COMPLIANCE WITH I ' f�! P/ RIE DrSION CONCLPT AND CONTRACT DOCUMENTS. SUISCONTR,�CTOR OR SUPPLIER �S RESPONSIBLE FOO DRIENSIONS. EkRORS AND OMN,SION$ IN THESi DRANVIN(iS OR US'TS WHICII -THEY SNALI CONFIRM AND CORRELATE AT THE JCBSITE WITH THEIR -- - - ' WORK OR FABRICATION AND WITH THAT OF OTHER TRADES AFFECTED BY 'rHEIR WORK. TIJEY SHALL RE RESPONSIBLE FOR ANY DEVIATION FROM TIME CONTRACT �► � �.�! r;rIClJ-hlEN'TS OR 'PIESi DRAWINGS OR LISTS UNLESS THEY HAVE OBTAINED WRITTEN AP'PROAL TO DO SO,AND SMALL BE RESPONSIBLE FOR l`HE SATISFACTORY COMPLETION OF"Tl-lElft WClth. ��. �!', ��,�`�,., ''� �•'° • � � R&H C0NSTRt1GTl0IV CO. ' I530 SW TAYLOR - PORT LAN[), e-) 972 - j0 �21 -717 > Le LARK QTY. MATERIAL DESGRII'1'It�N WEIG14T RM 1AP" ADV. BILL FABRICATION NO : ` KCZA 0 �, NOTES MATERIAL: 00 HOLES: fI , cp — 1 fl> U V_Z i G IJ S T (L-JC_Ti 1 II REVISIONS DATE BY DESCRIPTION PAINT: R.F.Steams,Inc. DRAU,N BY: J STERR S 1800 Blankenship Road,Suite 325 DATE: .9j y 6 L 8 WELD: West Linn,OR 97068 CHECKED BY: o r� (503)723.5959,(503)723-5960(FAX) DATE: tti � :,7- r DESIGN-B U I L D S T E E L CCB 08706 www.risteams.com TO FAB DATE: 00101111 mill c _.. .15:'vi,,,.:, . . Mry�. a„r:e,., •�4 o,�'w✓,a,r»w �.MY �� "IC' - .. - n -,�.,,x.:r„ny .. •iw.f""7ayg,.. . 'tai.+:�a:'asa-"._'.;ra37dpe&lW#F�AT+.M.+n+a;<:,. NOTICE: IF THE PRINT OR TYPE ON ANY -TI1� lIf lllllll 111 ill 111 �� � lI � 1 � i iIr i � r�. rl � � �.T —�-�_ ��_T i_I1 .,i. i � I � tIt tl � i11 i11 � 1, -.� I , rl � iIi 1Ii ( rli t t i i i i i I ► a ► i r I ►- t-T rl 1 1 I i i l i _ I I ! I I I� l I I I f l l l I I S I T r r 1 C 1 I I I � 0 �-. IMAGE IS NOT AS CLEAR AS THIS NOTICE O � , _ � 7 _ I 8 10 1 l 1 �` IT IS DUE TO THE QUALITY OF THE — — --- �. No.36 ORIGINAL DOCUMENT E 6 Z 8 LZ 9Z 9Z � Z E Z Z T 7, lH Zt3iS I LT 95IkI E T Z T i T 1 !II! !!II IIII III11111111IIIIIIIIIIIIIII� IIIIIIII .IIIII1111111111111111�1111111111111.11111 1 l lil llll �ll( 1.I11 I1� 1UIIIII�k11 1 . _ •�. too � �, CC =.^! c z i f Vi — Ob , t ,, L6 L �,A to Mckenzie Str. 9835/ 9905 BUP2003-00214, PLM2003-00097 2 of 8 MARC QTY. MATERIAL DESCRIPTION WEIGHT REMARKS ADV. BILL FABRICATION NOTES: MATERIAL: AA -- HOLES: +. ,N REVISIONS DATE BY DESCRIPTION I K S $ _ PAINT: Qat `' Ct14 R.F.Steams,Inc. DRAUN BY: s 4 �..� t 1 1800 Blankenship Road,SuBe 325 DATE: 5;7-Z -b WELD: �� IHOS West Unn,OR 97058 CHECKED BYi STER DESIGN-BUILD STEEL (�)723 959,(503)723.5960(FAX DATE: X CC8#78706 www.dsWms.com TO FAB DATE: 0-!)(3 I0 NAS I a •. �, NOTICE: IF THE PRINT OR TYPE ON ANY , _F11-1-r 111-1 11. 111111+1 F1111 IMAGE IS NOT AS CLEAR AS THIS NOTICE � 0c 410 11 12 IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E CZ SZ L ?; �Z 5Z 'bZ EZ ZZ TZ OZ 6T 8 � LT 9i '� i fiT ET ZI tI T 6 8 L 9 � �_ ���� IIl1 IIII IIII IIII Illi ILII IIII !��) lill Illi llu. IIII Illl IIIL IIIA LI11 ����. Illi 1111 IIII IIII 1111 ILII 1111 Illi !III IIII IIII .Illi IIII Ilii Till IIII IIII IIII IIII 9 ,,, s�,� IZ t �,tl�3w IIII Illi 1111 ll llilllll 1.!!. 11.11. !��.1111111 Ill LIIIC1�il :,CINC.EF'S NC DLSRX ON MESE DUCJWS ARE iaE •— SC)f FR K,-,TV 3F kF tiTEW 6C ARMIMS `i f I�La JOC*ENIS 15 RMWED LUBS ;WV7'Fl�W-NGB`RFS'FN7ANC NOTES: 1 4 I. REFERENCE DRAWINGS J.3 FOR TYPICAL DETAILS. 2. ALL MEMBERS ARE TO BE DESIGNED FOR LIVE LOAD DEFLECTION=L/240 t 132'-0' TOTAL LOAD DEFLECTION=L1180 3. = L 1 1/2 X 1 1/2 X 1/64 HORIZONTAL BRIDGING. 4. = L 1 1/4 X 1 1/4 X 1/E,4 DIAGONAL BRIDGING. 5. XXL H/K 'XX" INDICATES DEPTH IN INCHES OF LH/K SERIES OPEN WEB JOIST. 1'-h' ro`_6' S'-1' 5'-0" -5' SPCS • l0'-6` _ '-6' -0' 3 SPCS • fo'-(o' �'-11" 3'-l" 2 SPC5 • 6'-6' 2'-Co' 4'-0" 4 SPA. 6'-6 = 26'-0' 1`-6' F — — -- 6. JOIST LOADING DESIGNATICN IS AS FOLLOWS (XXX/XXX ) TOTAL LOAD/LIVE LOAD. 4'-9' a 4'-9 6' 1. JOISTS TO BE EQUALLY SPACED BETWEEN GRIDS, U.N.O. 8. ALL JOIST LH-SERIES (5' BRG. SEAT DEPTH), ALL JOIST K-SERIES (2 I,'2' BRG. SEAT DEPTH) � . HB-1 ~ Li 1/2X1 1/2X1/6493. LOADS BEYOND WHAT IS SHOWN ON THE PLANS SHALL NOT BE APPLIED TO JOIST OR 0 ! "" HORIZONTAL BRIDGING _ GIRDERS WITHOUT WRITTEN PElIMI5ION FROM THE ENGINEER OF RECORD. - - - TYP� ------ --' I LLJ m � F o� d' d� o7 �-, o� -- A 10, DO NOT WELD TO JOISTS OR GIRDERS EXCEPT A5 SHOWN IN DETAILS OR AS APPROVED w Q " " •I BY THE ENGINEER OF RECORD. f---- --- - - o 0 0 0 o T # moi --- o�►.d- o� m� o� mm o�arf m� �� p��" -- - ! �' rn 0 A if 11. CAMBER OPEN-WEB JOISTS PER SJI STANDARD 52 a •B• ' •B Q_•... • • •B• 5' •V • O OJPBF J rr ---- i--- --------- —p---- ------- -- ---- — —O__ _ - -_ -- ---- --- ----- -- --- -- -p --------- ---- - 12. 'B' INDICATES MEMBER BOLTED t0 GIRDER TOP CHORD. M �I T m 1 i 13. OPEN-WEB JOISTS AND GIRDERS SHALL BE DESIGNED TO SUPPORT A 300" CONCENTRATED `� Z r- I LOAD AT ANY LOCATION ALONG TOP -or- BOTTOM CHORD (NOT SIMULTANEOUSLY) � TYP cry m 01 dl = m 0 ' 14. 1z ; PLF NET UPLIFT ON CANTILEVERED EAVES, REFERENCE PLAN W 9 I -. � � /�;-. � I Sl S1 �Q �9 � i 0 )-5 "� m rn m m i c i cn m 0 15. ADDITIONAL CDPD a' rn tP (1 61 6) m {_e. CENTRATEG LOADS ON MEMBER TOP CHORDS ARE INDICATED AS: • 0 m f ___ _ cn p ,� +_ r m Q m WINm .. .' I AND ON BOTTOM CORDS AS:•X.XK• C114 d1 \, (P C14 I N N -- ' V V -� V V V Y V V / i --- t-=� ------ ------- -- --- --- ------- - ---- -- --3t --'St --14 -- ---- ----- I - tERECTOR NOTE q 1 I. I OB i / I + 9 1) OPEN,-WEB XIN JOISTS AND GIRDERS WHICH CUECT t0 C—) cioC:=) o �`� r `n �� 1 COLIJNMS ARE TO BE BOLTED AT EACH END BEFORE cl%jCV N B N �—�■-.. ---- B G - ! _ 7B� 1 I 7V •B• HOIST LINES •Q• Q• _7 ' d- SLACXEN 8N • B ffteQ '5 N Or WIhX31 W14X22 W14X22 W14X22 WI(OX31 �5Wl&x2(2 IB` ■B• WI(0x2(0 B'i m � 2) OPEN-WEB JOISTS ARE TO BE SECURED BY BOLTING w >` HB-1 __ 0 OR WELDIW3 At LEAST ONE END BEFORE SLACKENING Z Ll 1/2 X 1 1/2x1/l0 4 �� ' 1 I "� i to OF HOIST LINES Cn HORIZONTAL BRIDGING oPe1TYP. ' 3) ALL BRIDGINa w SHALL 13E INSTALLED PRIOR t0 ANY DECK PANELS OR MISC. EQUIPMENT BEING PLACED ON OPEN-WEB as `�► i- i ME1"1BE1QS LL o *NOTE: , m ! 0 © W 10 JOIST LIST ACCOUNTS _ `Q `t 1 6' o' m ! ' "' 8 i w d m I N a� N rd) ap 4) OSHA HAS INTERPRETED 29CFR-i926.-151 (C) 2 TO REQUIRE FOR THIS SNOW DRIFT. ALL JOISTS e7VER Ora'-Ve LONG TO HAVE ONE ROW OF BOLTED U.1 a� � CIA ; BRIDGING IN PLACE BEFORE SLACKENING OF HOIST LINES. W N I -- cn I m I - CITY OF TIGA�I z s s � I +w�Nc- r Z co C=) c, ' o �, tL—M niApproved.7'.1 QV. .................... do v I• C ditional! Approved........................... .........( ):B �I B n y LmCD _ _ _ ___ — For only the work es describe in: �p FERMITNO.��P2p03 04! See Letter to:Follow............................... ( ): Attach.................................... y I OE kCt:PTIUN51'AI:!N N4AjlE CORR[CihUNS NOTED 0 St 111.117 SPF.CIFIFp ITF>`i (3RelccrEn 0 REVISE AND RFS iRMI'I' W (,HFCKI% IS ONLY TO VERIFY GENFRAI. CONFORMANCE AND COMPt.tANCF WITH ♦^ 'Ct1E l)hsl(,N CONCEPT AND CONIRA(:f I)OCj),!F:NrS. SLIt1C0N1RACTOR OR t1�Pt'1,1@i� I i� PiiSPONSIHLF. FOR 1•1!',tF:NSI0NS ERRORS AM)(WISSi(INS IN TNr$F:DRAWIN('i`(lP t1'iCti WHICH TNFY SIIALL CONFIRM AND CORRELATF AT T"r JORSCR' w'1111 THFIN ;;.),I►; ()N. FABRICATION AND WIrIi 'CHAT OF OTHFR 11tADES AFFFCTEI) RV rIjPY SHALL FIE ItBP()NSIHI,r FOR ANY DF;VIArwN FRf)41 THE (,ONI' �- ( t l:°r1ENC%()R'DiGSE DRAWINCIS UR LIST%UNLFSS THF-Y HAVE UBTAiNF:t3 N'kl' U'^r u)VAI.rU IA)SO,AND SHAT I-III:RGSV(1NSBLF,r(Nt TF1E SAT!SFA('iURI'Ct1MrM.1 I It1ic i t l:ONS11+1 I!•rlrt*)C'(', 1410 SW'I'AY!(_)R-PORi I ' BIDDER-DESIGN COMP ONENT REVIEW Q No oxoq*n W"W" —Make owocWft MW l..P40cled —Plaice&W reellb m — &&*wwiw Ihm Cn Ratewed br WRW**wdh t1N d@W W the buildup, Mckenzie Sir. 9835/9905 I BUP2003-00214, PLM2003-00097 Reviewed b determine wheltror systems, materials or equilgiffmif 3 of 8 We designed in cwilormance with the per}ormaIxe and,iesgn criteria and MN design concept expressed in the Contract Dm-uments. The Architect's inview is not perhrmed for the purpose of determ! the ad CLIENT deeipn or for chechrig the accuracy of design ccakutations a odd spn R&H CONSTRUCTION Presumptions, The Architect is erllired 10 rey upon Ifle adequacy,wwacy -¢— IW completeness of ate W"Caa, "ri"icaAOrli, W Performed PROJECT LOCATION by bidder design p�ol �° TIGARD, OREGON 4: ',j(' '' P Date: !'� DRAWN BY � Ankrom Moisan As,()(rtl•!d 1rr BJORN `, CHECKED BY J' I VSZ SCALE 1/811 = ! I I �YIEYrEd) 1 flEblt;E AND F1Et�,/9►.rr? n ft-c'm ( j MAKE t70FKCT1QWN A$N0� JOB# t veneer o mvnmy ,ow kx aster%"of his 03010 LOWROOF JOIST PLAN- w(10rKitowsm "OfOrr+ auM1q s,rie nwkw cJb nae nrhv+rt,oordrr•tor12 -0` horn rwaewehni(fuNwrxr((scxMx(>rawingearxi DRAWING TITLE spet'�fMM 1'TNe c it�_.._—.�—�—._. _ tx+lt!for rvvtr►w o!tfer,Ierw • a�wMr two Mestpn dxltic+�Ip1 Ca+++. I/0' = 1 -m �Wrre*til c�i.t>ce wf„1 thm IMM,atkm �tw LOW ROOF ��Mar a<>a r)unet *V aR 4AVIMM Ofd d*WAKJ1M; w IHCi�ny t*A►MC+itk6#66 Rrld MUf JOIST PLAN crnatnttkhl,wxkadssohs(sfad31 -0 tr(des: Anie1rig rn oil . DRAWING NO. I I VLMK CONSUL IING EROKEKS (5031 222.4453 Gate NOTICE: IF THE PRINT ORTYPE ON ANY ! � � i � � ll IIIIIII � Illl I IIIIIII IIIA�j! III�IJi 111111! IIII111 VIII IIIIIII IIIIIII Illllll IIIIIII III� 111 Illllllllllllll Illllll ' 111111 1111111 IIIIIII 1111111 1111111 1111111 {/� ar]1 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �7� 4 I i 6 I 1`-� 11 $ f 9 II I 10 11 [ ' 1L / I U ITIS DUE TO THE QUALITY OF THE Noas atkr . ... ORIGINAL DOCUMENT �1. n1�- —_ _._ 1 9�1111lii LZ Z 9ZibZ 0 1 $I 8I Gt9I 4I ibi SI Zi �ul �• S Zll IIII�IIII IIII�IIiI I11.1�111I Illl�l►►Ililll�llll lllhlll�lllll�IIIII111111111�1111�1111 Ili ►III ill������►��IIII���i IIII I 111111 IIII IIID ' 1I 11111111111 IIIIIIIII►IIIIII Jll III �N� ca,:�s erc oEs�xs a�oocuitwrs,w�T: ` sa'.FRMTY OF RF STEW 1K LWOM USE%THESE DOMENTS 6 FR OHOU ALSS Q W%ELINWItZ avRi S'E,WNS.K r-- NOTES! 1 / 2 4 I. REFERENCE DRAWINGS J.3 FOR TYPICAL DETAILS. 2. ALL MEMBERS ARE TO BE DESIGNED FOR LIVE LOAD DEFLECTION=L/240 132'-0' TOTAL LOAD DEFLECTION=L/160 3. = L 1 1/2 X 1 1/2 X 1164 HORIZONTAL BRIDGING. I - 94'-6' .1 $ I, 4. - L 1 1/4 X 1 1/4 X 1/64 DIAGONAL BRIDGING. 5 XXLH/K 'XX' INDICATES DEPTH IN INCHES OF LH/K SERIES OPEN WEB JOIST. I i ra. JOIST LOADING DESIGNATION IS AS F-)LLOW5 ('XXX/XXX) = TOTAL LOAD/LIVE LOAD. 1 1. JOI5T5 TO BE EQUALLY 5PACED BETWEEN GRIDS, U.N.O. I I � 8. ALL JOIST LH-SERIES l5' BRG SEAT DEPTHi ALL JOIST K-SERIES (2 112' BR.G. SEAT DEPTH 0 9. LOADS BEYOND WHAT IS SHOWN ON THE PLANS SHALL NOT BE A"PLIED TO J015T OR V n GIRDERS WITHOUT WRITTEN PER ISION FROM THE ENGINEER OF RECORD. _ -- 10 DO NOT WELD TO JOISTS OR GIRDERS EXCEPT AS SHOWN IN DETAILS OR AS APPRC /ED w (\ A20 ) �. ' - - ___ _. _ ._._ _ _— - - ---. _ _ - - --- - -- - - - -- - _ _ _.... BY THE ENGINEER OF RECORD F-- N ~ II. CAMBER OPEN-WEB JOISTS PER SJI STANDARD rn n y CID 12. B INDICA ES MEMBER BOLTED TO GIRDER TOP CHORD, 13. OPEN-WEB JOISTS AND GIRDERS SHALL T • Z L BE DESIGNED O SUPPORT A 300 CONCENTRATED LOAD AT ANY LOCATION ALONG TOP -or- BOTTOM CHORD (NOT SIMULTANEOUSLY) � U � ' 14. 144 PLF NET UPLIFT ON CANTILEVERED EAVES, REFERENCE PLANw 8 15. ADDITIONAL CONCENTRATED LOADS ON MEMBER TOP CHORDS ARE INDICATED AS: • X.XK — Al — „ LI 1/4X1 1/4X1/64 �) DIAGONAL BRIDGING ERECTOR NOT I TYP. w 144 PLF WIND UF'LIFt ON CANTILEVERED EAVES 0 0 -_ _ 1) OPEN-WEB JOISTS AND GIRDERS WHICH CONNECT TO � v COLUMNS ARE TO BE F.30LTED AT EACH END BEFORE `9 SLACKIN ENG OF HOIST LINES o C.B. .B. ,B, -.. B' .B. --- B` --- rB1 ° .B. .B. .B. .Bg .B. .B. .Br- .B. .B. .B. ,B, m N 2) OPEN-WEB JOISTS ARE TO BE SECURED BY BOLTING w T I OR WELONG AT LEAST ONE END BEFORES a e 0 a OF HOIST LINES LAGKENINCs z N > �'�h ,r#' ,�.#' ,�• e - ��- 3) ALL BRIDGING SHALL BE INSTALLED PRIOR TO ANY DECK PANELS OR MISC. ECUIPMENT BEING PLACED ON OPEN-WEB cr 1"1EM8ER8 � tL b . I e w 0 I 4) OSHA HAS INTERPRETED 29CFR-1926.151 (C) 2 TO REGlUIRE auj 6' ALL JOISTS OVER 40'-0' LONG TO HAVE ONE ROW OF BOLTED w a � ' ®► o►' �ti° 0 0 o IgRIDGING IN PLACE BEFORE 6LACKEh11W_v OF HOIST LINES. < ,N 8 r r I J I ' i NO civ Lu J est -A 2 1 W I �, R a fi cn II 0 a I U3 �r 0 >- s 6 Fes— CD J3 e TYP, i CLIENT RSH CONSTRUCTION 51 IN5 `r PROJECT LOCATION �► E. TIGARD, OREGON 0 o c> o o 0 0 i N N N N CV N N N CV CV CV _ DRAWN BY N C- BORN =� a r a CHECKED BY 144 PLF WING U LIFT ON CANTILEVERED CAVES � (� � i VSZ \ 32 (,r, �i ) I U 0 I SCALE to k JOB# x _END OF '-11 11211 4'-9' -__ — -- --_._-__ ..____._- 11 SPACES +� 5'-0 = 65'-_P.�'-- ► - 4 -9 -II i/2 END OF � T 03010 JOIST ELEVATION = +26-9 J015T N INGH ROOF JOIST PLAN _ TOP OF JOIST ----_ __.___.____.�----------- - -- 18 I (�_ � _____ DRAWING TITLE HIGH ROOF ,--_--__.-�__ ----- ----- _. --------- --- ___-_ ------ c5'-0' JOIST PLAN ----- DRAWING 1`10. 3 Mckenzie Str 9835/9905 J2 f 13UP2003-00214, PLM2003-00097 4 of - � l NOTICE: IF THE PRINT OR TYPE ON ANY , I I 11_f_[-_I l11 r 1-11 1 - ( fitf 11 f_I_f_I_II-f IIf f I( I If 11(_III 11 - I 1__I 1 11_1 1 1 I l_Il I_lIi _l_Il_Il II IMAGE IS NOTAS CLEAR AS THIS NOTICE46 1 2J M 004 - - 101 l ITIS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT IIIiIII► - , T s Ill�tjIl�tt �1llilll1II�IIIsIiizII1IIeI ,illt7i,J111T,',';mi1_1 1 1 1 1_1._1.1 11_1.11111 I LII I I I NI COKbnS W OEM OM APSE DOCtY IS*E THE — wmemaac swft.wt �WH ,&OF HESE DOC610TE 6 RMTEO L*" A GRMFD'%Aff W,8YRF STEAW W; D � ROOF DECK - EL. _ _ (2) 1/2'0 BOLTS W/ JOIST /- JOIST _ T _- -��_ -T_ _^_ a� _ -- FENDER WASHERS ON - TRACK SIDE I/8 I I/2" j - > 0j , F71ice\ - L3x3xl/4 5. 4 - JOIST TO PLATE 3/16 k»n 1/21,1,3'x- 2 1/2' 6' METAL STUD WALL C002 w ARE BOLTED X-BRIDGING (TYP) a - J INSTALL THIS MEMBER \ AT ALL HORIZONTAL JOIST (TYP - _ K JOIST i BRIDGING TERMINATIONS PER PLAN CIO �s TYPICAL. �i « na I/8 1 { TYP. 9 CONTACT PTS. cn � y o 9 HORIZONTAL BRIDGING TERI"IINATION 'X ' BI -CINC0 — -- - 3� J-O--IS T TOSTU D WALL .3 1' = I'-o'(:D2 c J.3 REFERENCE 142/82.03 ("A,l2 1/.1 Arl EL. _ +11'-O ---� EL. _ +I1'-0 z J 1 3/8 I I/8 JOIST TO EMBED 4 1 L2 1/2x2 1/2x3/16 BLOCKINGS 3 5/a' 35/8, R 3/I� ( Ham!, 3/16 4 --,+� L4x4x1/4 L.. 1/2x2 1/2x3/16 BLOCKING � l JOIST TD BEAM 3/16 2 L3x3xl/4 L5x3x1/4 BLOCKING L3x3xl/4 - z 1 3/16 2 JOIST TO BEAM 3/16 2 0 3/16 2 `" A� - _ NNNNNNa_ 6" METAL ---- - - - --- — -�__._.-� 6' METAL � STUD WALL STUD WALL ui cn cr j� BOLTS 3'-3 I/4' GAGE (2) 1/2'41 A30-1 \ BOLTS • 3 I/4' GAGE 1/2' 2 � BOLTS 3 1/4 GAGE Q N o TYP. WI0X19 _ — - -` WI(0X19 z --- -- 3'-8 I/2' i0/4' CONCRETE 0 - • — - I TILT-UP PANEL ,�__ 3'-8 I/2' _ 6 i/2' > 4;4 JOISTui 1 JOIST cr_ FE 3/4 STABILIZER ' (DO NOT WELD TO JOIST) I TYP. I c i f Tr Q VJ015T LLQ C/3 5 8 CANTILEVERED JOIST AT HIGH ROOF 2 )OIST TO STUD WALL _ -T- �JOIST OVER' TS COLUI„IN � fi�RI1'''i�TER' - - - -- - .- -_-__-- _ � J.3 1:_ 1'-m' J,3 FSPEFRIENCE 1/6202 I' = I' o' J.3 r WENCZ 9i62m2 C!3 6" METAL SCUD WALL �- c o L2 1/2x2 1/2x3/16 BLOCKING - 4 L3x3x1/4 Q �2) .,2"0 ERECTION BOLTS - I/4' ' 1/4" EQUAL fEQUALt EQUALt JOIST TO BEAM 3/1(0 2 _ 1 1/2' 1 1/2' HSS 3 1/2X2 1/2x3/16 BLOCKING 3/16 2 JOIST TO BEAM F _ -, _ _ -_ _ }- 3/16 2 -- " CLIENT R8H CONSTRUCTION I I/4 I I/4 \ PROJECT LOCATION I, TIGARD, OREGON (2) i/2'0 A301 _1 \� DRAWN BY x—BRIDGING OR X-BRIDGING OR �\ \ BOLTS �► 3 i/4' GAGE \ BJORN HORIZONTAL HORIZONTAL / \ �4 UPLIFT BRIDGING BRIDGING \\ I `- WI6x31 OR WI4x22 \ CHECKED BY PER ALAN P' UPLIFT / " �/i VSZ PER SAN / (2 ) 1/2"4, A30'1 \� /� BRIDGING BRIDGINGS - BOLTS • 3 1/4' GAGE -- �� _ WI6SCALE L-. (� TYP x26 f - 1"=1'-0" JOIST JOIST _� �- JOIST JOB# TT P. e UPLIFT 4 HORIZ. 2 I BRIDGINGS CONTACT POINTS DRAWING TITLE UPLIFT BRIDGING LOCATED ---__-_— --_____.__-----_-_—_-- JOIST DETAILS AT FIRST B.C. PANEL POINT 5EE PL ANS.) DRAWING N0. T 1' R B R I D G I NCS - --- -- - - . _ _ ------ 4 JOISTS TO WF G I RD E __---- ----- 1 _ J O I r--,T TO UJB C.3 I fRD E f;R 1'-©. J.3 REFERENCE 12/82.03I' • I'-�� J,3 1' I'-©' Mckenzie Sti 9835/9905 J3 _ R�F�RENC� 10/52.02BUP2003-00214. PLM2003-00097 5 of 8 ar,vWrt+ W. NOTICE: IF THE PRINT OR TYPE ON ANY II , �I � If ill+ lll 1111111 Illll I � llllll 111'1 r r1tTrlrrITfT1T 1-1-1111f(111!1 f 1111111 tIlL1�17IrIr1l LLrI1 f 111I1I!(1�111�1 1111111 11111 1111+111 111 Ifl f11I1(I 1ltllll 11111(1 11111 I j�y� ��� � (�I� IMAGE IS NOT AS CLEAR AS THIS NOTICE=, ITIS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT III1111 Z111111L1 Z1111�11 U � 8i $ GI11�l�e►11t111��I151►1j1t � 6 i11i 111 ►lJwl 1IZ i11T11II � ETl�l�tiIl11lT li�l��I ^ IIIIiZ11111B1191�7ZI11111I11Z1111II111�1111111Z1111III11111lt uI I I b Z f I7p11Ni JET DRAWING INDEX: L ATH • '. CS COVER SHEET AND PROJECT INFORMATION t ;til a,Utti:f '.:•:: • • •Y• •Y• • LS LIFE SAFETY PLANS tf PO LltN ORECON , • {!:5{a1{iti t5•.•?.��;•t, ..,;'.t.:}t'•:;it Y,, • Y , • • MVE 1949 ,•Y?:1,i;i;tit'?'}1l1"?:!•ti':• '':''t:i:'::;1;;:;?ii;ti�l::,t1• ••• • • , • ,,iii;iit;ltif�:tjr,i.;itiyis'tti•rt•i r:'?;ai, a'}:?1i�:;i:?,•y;•,, ,. x.1;;:1}t:r111•;?ltil;ll7{.:,;� :`::l:�ti:'':::•.';:'::;�:'.;.,..� • • • • Y • • Y ;,�/)' ,\\ t'ti'':'•;�;:':ti;t4':ii:'.';:,:;'::tii'� ;;r,, TOPOGRAPHIC SURVEY ♦�( !tit• :�?by •,'..ti.,::'�i;'. ••• • • • f 1 �Y •;r'tit';.iii{;?�'ttit?tiaG;itt:;:it .'ii'• .'��it:, :�1'r • , • • • • , , •• i 1 /``1 rtt4l;�,ti,;.;1a;;;.},;j?{t?t:ti';��,1', i•;ti?it''::{�?i;{�,,t{;;;{�:};., ��I \/ ;t ?::'?•::.:;;;<•;:ttt ti,',ir`•i t';tt;t,}!;::;•.: V11ri 4 1:;t{ti','C;1ii?r};::,;�;rtt •'f';t;:.;�;.,):•:ji?+tit�':':;it, C PRELIMINARY GRADING PLAN ,t}1`t i't t,ti,iiti,t - , tt ,i t{,t.',ti.i..• 1 •;r: C2 Pfi,`LIMINARY UTILITY PLAN C3 DETAIL P"-1EET C4 DETAIL SHEET N C5 DETAIL SHEET t t r, i etrrncel �' 1, ''1 'tll r ttltt,'1i liflltti'f� .� _ i r c� •ttt cl i tiU tVSa tij}I:tr ,(�kr�;!I� L1.01 •LANDSCAPE PLAN `,fit , ''•ttrc: ,, `f't"`,1 � t,' ,. '�•'tt �r?t ; sipp�'tititi :� �t r t d !' t •1 1!t� 54 9 A1.01 CAMPUS d ZONING SITE PLAN r- #t� � ' ,, •a,;,;l�; 'tl'.��1 . 1•. � � � A1.02 DEMOLITION SITE PLAN U A1,03 ARCHITECTURAL SITE PLAN 04 ^/•�t�`;'t1 �1 A1.04 ENLARGED SITE PLAN �` � A1,05 SITE DETAILS ti Y A2.01 FLOOR PLAN A2.02 ROOF PLAN y CfiUPCH J) I 10 0 L rr: A3.01 BUILDING ELEVATIONS Sf� `ITY OF T" A3.02 BUILDING SECTIONS U F � .U�)1'l' a/n' � ILLI . .,. , .,.� 1 - •-01)1 rl A3.03 WALL SECTIONS � M ve rc tn. „ , ,lAPS cycribed (M�w' L��� A3.04 WALL StCTIONSOII1A � A4.01 NOT USED Z PHAS -' t_1 . . ... ...... ..... .• •� 1' 3S� k �F A5.01 NOT USED k..... A6.01 14TERIOR ELEVATIONS < < A7.01 NOT USED A8,01 REFLECTED CEILING PLAN Dv /' A9.01 FINISH FLOOR PLAN A9,02 SPORTS FLOOR STRIPING PLAN V 1 MIDDLE SCHOOL A2.01- DEMOLITION FLOOR PLAN ►-7 0 ASEREVIATi0INS GENERAL NOTES: A3,01 BUILDING ELEVATIONS AND WALL. SECTIONS 0 1 PROJECT pESCRIPtION: MECHANICAL/ELECTRICAL A o � x o FRP Fiberglass Reinforced Panel PT Point 4, 1 NOT USED �a••� AD Anchor Bolt FRT Fire Retardant Treated PT Pressure treated 1. CON7RACTOR SHALL COORDINATE ALL WORK PERFORMANCE CJPEG15: A5.01 NOT USED ACT Acoustical FPRF Fireproof PI Post-tension WITH OWNER. COORDINATE ANS" INTERRUPTION PROJECT CONSISTS OF: MKE A6.01 INTERIOR ELEVA'11ONS ACT Acoustical Cly, Tile F5 Full Size, Scale PTD Paper Towel Dispenser -^- -` AC Area Drain Concrete FI Foot or Feet PTD/R Poser towel Disp Rea pt OF SERVICES SUCH AS MECHANICAL, PLUMBING, 9900 SW MALL BLVD, A6.02 INTERIOR ELEVATIONS AD Area Broin FTG Footing PTR Pripri n 1• NEW G)'MNASIUM. ONE STOR' ', 12,205 SF FOOTPRINT TYPE it 1-POUR A; r Adjust, Adjustable FURR Furring PTR Paper Towel Receptacle GR ELECTRICAL WITH THE OWNER, CONFORM TO TIG�ARD OREGON 9-1223 A6,03 INTERIOR ELEVATIONS AI � Above Finish Floor FUT Future PWD Plywood AGG Aggregate ALL THE WORK 4 SPUTDOWN NOTICE CONCRETE TILT-UP AND 5TRUCTUR,4L STEEL STUD WALLS, OPEN WEB STEEL A7.01 NOT USED At. aluminum GA Gauge OT Quary Tile PI-.ONE: (503) 8S2 -1188 APPROX Approximately GALV Galvanized PROCEDURES OF THE OWNER. VERIFY SCHEDULE TRUSSES, NON-5,FRINKLERED. FAX: (503) 65g-5075 A8.01 REFLECTED CELF40 PLAN ARCH Architectural GD Grab Bar R Riser(s) REQU I REMENT�S, MECH. ENGINEER: RICK DUSA A9.01 FINISH FLOOR PLAN � ,� ASPH Asphalt GD Garbo r Disposal R Radius AWP Acoustical wall Panel GI Galvanized Iron RAD Radius 2. MIDDLE SCHOOL ADDITION;'REMODEL. ONE STORY" 12 011-1 SF FOOTPRINT RICKD wMKE- INC.COM GI_ class Re Rubber Base ?. ORIGINAL CONSTRUCTION DOCUMENT DRAWINGS DETAILS NC Bottom of Curb GLLI-LAMGlu-Laminated RD Roof Drain INCLUDING 220 Sr- NEW ADDITION, T','PE V-N, WOOD FF-.41-1E, ELEC. ENGINEER: MARK GARRAND A10.o1 WALL TYPES . x DD Board ilum GRD Ground REF Reference FOR EXISTING MIDDLE SCHOOL SN4LL BE NON-SPRINKLERED. MARKG,,aMKE- INC.COM A10.02 WALLIORDETAILS BI1UM E3iluminous GR Grade REFR Refrigerator .- III- Blinds GWD Gyp3um Wallboatd REINF Reinforced REVIEWEID AND VERIFIED PRIOR TO SID AND A10.03 INTERIOR DETAILS BLKBLDG Block GYP Water Resislon+. RES Requirements AS REQUIRED DURING CONSTRUCTION. 1"1EC . DEJIGN - �3UI .D GYP Gypsum RM Resirent 3. SITE DEVELOPMENT, 0"1 000 SF AREA OF WORK, INCLUDING TREE - �- A10.04 BUILDING DETAILS BI_KG Blocking RM Room r7:ONTRACTOR AND ALL SUBCONTRACTORS HM Doom HB Hose BIL-b RO Stain Opening ARROW MECHANICAL CO. A10.05 BUILDING DETAILS BOT/BTM Dauarn He Hollow care Er11TIC-CATION STREET TREES, LANDSCAPiNC� IRRIGATION VEHICLE I3W Bott„m of Wall HCP rl;!!,w Core Plank 5 Stain VENDORS 4 PCRSONNEL ARE NOT TO ENGAGE HDWE: Ho aware SC Sclid Core ,, I �C DRIVE/LOADING, E�,IC1'CrLC >'ARKI1`�1C� PLUS STORM WATER DETENTION AND 110330 SW TUALATIN RD. C AB Cabinet HM Hallow Metal SCI: Sect Cover Dispenser t 5Ci-IOOL 4 CHURCH PER50NNEL, ST.- F OR ,'B Cutch Basin HORIZ Horizontol SCHEU Schedule ''HiLDREN AT ANY TIME. FILTRATION AND STREET TF `EES OUTHERWISE OUTSIDE ARE OF WORK. TUALATIN, OREGON 97002 (,FIM Cement FIR Hour SCONC Sealed Concrete ) SO.0 STRUCTURAL NOTES Q SPECIAL INSPECTIONS CFCI Contractor Furnished, HT Height SD Soap Dispenser PHONE. (5103. ra'�6 - 15h5 Contractor Installed g SECT Section �4, CONTRACTOR IS TO KEEP ALL CONSTRUCTION FAX: (503) &91- 1819 i CI Cost Iron ID Insid9 Diameter (Dim.) SF Square Feet `4• REPL,4CE I-PHASE 01/ERHEAD ELEC. POWER ON SW MCKENZIE W/ 3-PHASE. GYMNASIUM Clip Cast In Place IJ Isolation Joint S.GL, SafetyGass i`1ATERIAL AND EQUIPMENT COMPLETELY CONTACT: ART SCI�AGi-IES'. t�, cJ Control ,,Dint IN Inch(es) SII sherrI ARROWMEGNANIGAL�EAr2THLINK.GC,~M S1.01 FOUNDATION PLAN (:LG Ceiling IN5UL Insulation SfIG Sheathing SECURED AND OUT OF THE REACP OF ALI A. DESIGN BY PciE st.o2 FOUNDATION DETAI S lA Closer INT Interior SHR Shower CHILDREN WHILE SCHOOL IS IN SESSION. CLR Clear 5fm Sheet B. WORK IN RIG-cHT-OF-WAY TO BE BY PGE. VERIFY. ELEC. � cJI N _ �:3U11..p: 52.01 ROOF FRAMING PLAN CMU Conn. Masonry Units JAN Jointer SIM Similar C. COORDINATE WITI-, SITE DEVELOPMENT, 52.02 ROOF FRAMING DETAILS CNTR Counter JT Joint SND Sanitary Napkin Dispenser 5. NO SMOI`ING IS ALLOWED ON SCHOOL CO Concrete Opening SNR Sanitary Napkin Receptacle PROPERTY, BOCNOFNER ELECTRIC INC. CJL Column KD Kiln Dried SOG Slat) on Grade S2.03 ROOF FRAMING DETAILS COr,C Concrete KDN Knock Down so Square 55 SE MAIN ST. S3,01 TILT-UP PANEL DETAILS COrND Condition Kit Kitchen ss Service Sink 5. EXISTING ST, VINCENT DE F14UL TO BE DEMOLISI-IED. NEW ST. VINCENT DE CONSTR Construction SS Solid Surface PORTLAND OR 'J-1 _'14-334(0 I;oNT Cont!nous IAV Lavatory SSTL Stainless Steel PAUL OUTSIDE AREA OF WORK 4 NOT INCLUDED IN THIS CONTRACT. PHONE: (503) 233 -2006 MIDDLE SCHOOL CON'R Contractor LKR Locker 51,01 FOUNDATION PLAN AND DETAILS CORK corridor LT Light ST Stone Concrete FAX: (503) 233-2963 CPT Carpet LT Linoleum Tile STD Standard GONTAGT: BOB 50CHOF-NER S2.01 ROOF FRAMING PLAN AND DETAILS CT Ceramic file 5TL Steel CTR Center MACH Machine STOR Storage ROBE RT.BOGHOFNE R M �A� CTSK Countersink FAH Machine Boll STRL Structural DEFERRED 5U5MITTAL.5• ROJECT TEAM: MH Manhole 5V Sheet Vinyl DF3L Double MFR Manufacturer S&V Stain and Varnish C I V I L . M-1 GYMNASIUM FLOOR PLAN (� DEPT Deppartment MO Masonry Opening SYS Symmetrical OWNER• WESTLAKE CONSULTANTS M-2 HVAC SCHEDULES A DETAILS DET Delnil MAX Moxirr,urn SYS System 02810 - LANDSCAPE SF'RINi:LER DF Drinking Fountain MrCH Mechanical M-3 MIDDLE SCHOOL FLOOR PLAN DIA Diarneler MC Medicine cabinet T Tile S1 STEM 5T. ANTHONI"S SCHOOL 4 CHURCH INC. 1511 SW SEQUOIA DIM Dimension MOO Medium Density Overjoy T Treads �J505 SW MCKENZIE ST. PARKWAY SUITE 150 DISH Disposal (Garbage) MEMB Membrane TC Trp of Curb DN Down MEN Metol TEL Telephone 03470 - TILT-UP PRE CAST MECHANIC DR Door MIN Millin vm TIGARD, OR. 9-1233 TIGARD, OREGON 91224 El SITE LIGHTING, POWER, TELEPHONE, 4► CABLE TV O _ THK Tongue and Groove E2 GYM t_IC�HTING PLAN DS Downspout MI$C Mount on?OUs TICK This PHONE: ('S©3) 035-4179 PHONE: (503)rro84-Oro52 CONCRETE DW t)ishwasher MTD Mounted TLI Toilet -� E3 MIDDLE SCHOOL LIf31-IT1NC� PLAN `•J DWG Drawing MUL f'ullion IF'J Toilet Paper Dispenser CONTACT: FR, LESLIE SIEC'f FAX: (503)ro24-015-1 E4 MY O DwR Drawer TP To of Pavement 105120 OPEN WEB STEEL CIVIL ENGINEER e�ERNARC' SMITE. M POWER PLAN NOM Nominal Tf�L To of Plate E East N North IS Tutee Steel TRUSSES A C;4T ` iT" C R � E5 MIDDLE SCHOOL POWER PLAN LI Each NIC Not in Contract TV Television BERNARDI,g5MITH EIFS Exterior Insulation & NTS Not to Scale TW Top of Wall Finish System NO Number TYP T ;Cal ' WESTLAKECONSULTANTS.C;cM -� LJ Expansion Joint Typical ANKROM M015AN �, EI_ Elevalinn OA overall UNF unfn,inhed Oro 1-14 - WOOD I JOISTS ASSOCIATED 4RCH1ITECT5 P2.01 PLUMBING PLAN - GYMNASIUM ' CEIVE� ELEC Elect, -1 OBS Obscure LION tlnlpss Otherwise Noted LLEV Elevc„o, OC On Center UR Urinal (0120 SW MACADAM L•ANpSC,4PE : P2.02 PLUMBING PLAN - MIDDLE SCHOOL FS Each Side OD Julside Diorneler (Dire.) MAR ,� ��� rtR EMER Emergency UD Overflow Drain VCT Vinyl Composition Tile OroI00 - GLUE L.��MIN 4TED SUITE 100 OTTEN 4 ASSOCIATES, INC M- - F_NCL Enclosure OFCI Owner Furnished, VLSI Vestibule ( �'" Fc� Equal Contractor Installed VI_Y Verir CONSTR,L!CTION PORTLAND, OREC.;ON 9-1219 V1COINITY' MAP_ CITY OF Ill:AI, I f_UPT Equipment OF 01 Owner Furnished, VG Vertical Grain P. O. BCX 213 r,t'►rr r�,. , LWC Electric Water Cooler Owner Installed VWC Vinyl wall Covering PHONE: (503)245-•1100 BEAVERTON OREGON 9-1P� 15 REVISIONS EXIST Expanseting off opening hand W west 0-1840 FIRE STOPPING FAX: (503)245--1-110 -.4 --�--- T ; EXP Expansion UPPJG Opening - � � , M r rxPo Lx aced oP, o aelte , I _ p pp PI-LONE: (503) 0 44-5006 Mart tyakwwt q SCiq+ill I EXT Exterior Ol Ounce W// Wilt, (x703) 0 41-3092 » C1 WI3 Wood Hose FAX: r wr, Wollrover;ng !08400 - ENTRANCES 4 PARTNER IN CHARGE: LANDSCAPE ARCHITECT: fU" '"'"" i t 40� 1W Tigard St i Fn Fire alarm P Paint WC Water Closet � > �'" K`' FB Flat Bar STOREFRONTS TOM M015AN JANE.�I OTTEN . . , , PARTHU Particle Hoard «Y►r"#' i WDW ood Window K,..>.». �•.{ l }t I r FD Floor Drain PERF Per(oroted �`,,, ai ��•. •.�•�'• e FDN Foundation PIP Poured In Place F FE Fire Extinguisher Wall Mount P/L Property Lino WH wafer Healer OTTN 5i I "CETEGH.001'1 t l�f 1"1 PL Plate W/o Without PROJECT MANAGER: , N' h ttharin FEC Fire Extinguisher Cab WN Waterproof FF Finish Floor PIAS {'lostPr WSUT Wainscot �EOT�C}„�NIC�I r `,e• ' FFE Finish Floor Llevation PAM Plastic Lamin 1� d#, h• FEIN ! 1_ asci ate WT Weight DREW ROCKER t Factory Fin sh r�Ul_Y Polyurethane WWF Woven Wire Fabric } ti Gqd °1x'd p�l'k '1� Hard . FH Flat Head PP Power Pole eA AA nM PSI , ,tlltll gat ,. DREWR M G4 r"• FI-lC Fire Hose Cabinet PR Pair rora32 NORTH GUTTER 1 ° ti °�. .x FHJ Fir,iSh PRCS1 Precastrrait ' 'U »�" *' ` ' w,.• �' ,;, rfl -IXT Fixture PREFIN Prefinished INTERIOR Dt.SICcNER: PORTLAND, OREC30N 9-126.1 i �, Nt' , �" ,• ..,`° 0frece � , »� .... nn� „� FL Floor & And t , t......., k �� rr, FOC Face of Conrrete nt DARLA ESN/.',RD PHONE: (50�, a �'•,•" SR � r < Centerline 2�g- 1-1-1�J �,�W4' f f`•+ .�1 , ' SET 04TE 3/5/03 [OF Face of Fini-n t� 6 FOM Face of Ma"onr Diameter FAX: (503)"109- 1918 N-,., # ' Z ��� PF10J +• T FUS Face of Studs Square/S uare loot Y l y 11 ate q DARLAE�AMA��,,COM ENGINEER: -. - EER: CHARLE . LANE .• ', 1�V '4L k FILE am.Ca STRUCTURAL ENGI1`�EER: �,� ;��', t.� � , � � � �,� ,i:.t. � ��, JoE� 2n27�2CD -- (V Leu ` 5U V Y: F4lrha�rml .•,M. �,�v�� �::�' �.� _t w -)UN VLMK CONSULTING ENGINEERS 15UR ( �„ JOHN50N LAND SURVE`r"IN('.-.:j ° ' Mckenzie Str 9835/9905 3933 SW KELLY AVENUE 't'��...,4 w� , Ec ��ratadt N` DUP2003-00214, PLM2003-00097 PORTLAND ORErOPJ 9'12��1 10185 SW HOODVIEW DR. ! w.. sl�rd� btu "-' v w�Mt-Donldd 1St ' sof H -' VW+�1#.M MW#+s.'<"_ :. .vW.1V.1+ ... MVu h•�v M#.d,#tNV..##MWPN..w.. }.ve. J T IGARD OR. twikb Ct .# ## 4 1 PHONE: (503) 222 -4453 FAX: (300) X48-52ra3 (5El3) 039-7919 �qut,mom. InQ.`i91xavi� Itk�rl_ � t1tL . . ' CS C CONTACT: JAMES KNAUF P.E. SURVEYER: ROBERT JOH�;SCN SF ANTHONY'S SCHOOL 4 CHURCH U JIM<eVLMK.C:CM R5URVE)-0GTE.NET 9905 W �9C�CEWIZlE ST Lx TIGARD, OR. ��•��� PERMIT SET OP SHEETS M:\S-Z\St.Anthony\21 12/5\cd\ . _ _. . ...._, ...�.-__...-;-�•-�-"'.un,..-,••.�ro�•.."'.�,.qt ...,:�.�„«.P,..�.._......................��__.._ ...d.:.,��:;..�_�.n>w.....-,:.,. .,.smnu...�.�."•....r.�-��.T.n.•T..., � �'. �• ..,wm.•....- NOTICE: IF THE PRINT OR TYPE ON ANY f! illillll !IIII IIIIIII IIIIlII IIIIIII I ' Ill I Illllll IIIII�I IIIIIII I � Illtlll � illll I �IIIII 1111111 VIII I I�III� III�lllli I( III�( hill I I � III�I ((( I�f t(flrfil 1lrllll IIIII�I VIII I Vy1 �� ark) ( Ir IMAGE IS NOT AS CLEAR AS THIS NOI ICF. Z I 2 I 4 I ' I I I I I /' I _1 JCA ITIS DUE TO THE QUALITY OF 'T F �` _ No 36 ORIGINAL DOCUMENT �-- ----- -- - - -- --_ _�_ � E 8Z 8Z ! 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