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BANC'ROF T STREET ; CHECKED 8Y: PORTLAND, OREGON 97201 , (503)224-9570 PacTrust G sEtiSH4 P"R PfRIY AF MN/ PC -- C�._.. ._— .------ ----- --------- NCR of OR RE 0 r"n'1rrcN Ex�?Mwlg THF , .`u>!E a�RE�" _]---P2882.1 2 I t Ilillll 1111111 1111111 '1�tI1 .1 t Ill I tilll I I III 1 1 r�F ill) 1I1t1 I 1 Ill 111 111111 III 11111111 I III III 111 111 111 111 IIIIIIIilI11111111t111111It11111111111111II 1 111 .- ......,. ! 1 1 1 I I I I ( I I t l l l NOTE; 'r THIS W ICROF I LIAED E""mmp" 1 2 ` q 5 6 7 9 DRAW:NG IS LESS :LEAR THAN 3 7,115 NOTICE, IT IS DUE TO yM� THE QUALITY OF TW ORIGINAL DRAWING. OE S2 92 12 92 SZ V2 E2 22 1L OZ 61 91 U 91 SI iPl £1 21 II 0.1 !1!-.''1'. 9 1 9 SI•- -10 £ 2 11-••• ' n1lnul,n,luuluuluuhallnnhlalln11u1tllntlnulu�Ih11/�Indnu,�unhnllnllllu111111111HIluIIllulnlllnul111I nIIN1�na111HIImrhnf111,1hlullll�unllullnllhn111utWuwulnnbullullluultulbllllu�lnluuulllluillltlllull�ulluYlwlun M A P Mu24q MICROFILM SERVICE CO. 130. 1 �J vvv Commercial Microfilming, Processing & Supplies J Portland,OR. Seattle,WA. �y .. .!! •°t. :.h* X. _i.,, Im ri' «.: 7771 Y?l r:. ..,. :dy } p 'S. .,'Pp',. .„ �. t .r. ... . .E.�` „. l .,... . ,., lT...1..,e�l� � .:',,� �yl T ...... ,u. 'P,..^-• '"M�N', .q. .. . :,'. .. , ... ,,.•, '. -., ;:.... .. ,.: ,.rs ,r •a,.`sac, n;. ,:.. :-. s777. .. •,... N 0 02' 40" W 272.52' S . W. 72nd AVENUE - -- - - -- - -_ - - I I I I II � ii li I ` I 1 LEGEND II II PROPOSED EXISTING FIRE WATER -------- I ��-�-' 1 1 I DOMESTIC WATER SANITARY SEWER ��■ -" - II ' ................. 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ASSEMBLY W� � nurr ur/nT IF 14 I.40 I � 1, \IE. 1 40,43 IE 140.960 RIM 14Z.9C� ��• ♦ ICL • �� \ oc , t S 8"45° MJ 5EII4r) I E 140.1>0 q•aaga• cn , �E 139.73 --•(o"l� 1o.4'J% W/THRUST 15LDC 1- ; �I '�n'�� 0 6 �• I ` I KIM 143.6 „ N _) I I \ g' MJxFLCa TEE 8 \ AarA,,.• Firiiii�. 1E 141 .00 Yi -- -- 0 \ • PLG"MJ I5U7TEKFLY �� *'goo'sM + VALES W/THKJST 6LOCK� A r r STC. '�ITY OF TIGAKP \IE 1_3.8.54 as I 1\ IE I I I - Z i II �• - / / �F-IKE HYDR,ENT • •aaa.N 1 � - -'- - - Ch ASSEMP� f - - _ -- -- STD• GITY OF TIGARD /� � N ( -CUT IN 8"x a" FLCo. ( I ----- � - „ C.B• f FIRE HYDRENT . I� 1] EXIST SAN MH - -_ - - W �- I TEE W/ � 9 SLC,.. � _ I �. _. - rr�n�,.rr�r-r�r !�y-.-•-- : � w 1 - f xMJ BUTTERFLY VALVES RIM 143.010 ASsEMbLY \ Z`' j/ IE IN 13(v.5 _.-__- 8 U+` r r Jr SEXIST STM MH r' I IF. 143.9 - - rrrr�r��rr■ �rs�l�r�rrr� �. _.... . . T IE IN 137.'1 . 1_ --._ i --� � _- 8� rrrrrrale rrr�rrtrri�� r - 45 H"MJ E�EPIV W/THRUSH - : _ r r r _-s �r rrrrr�-- ��I�rr 6,9 wrrl�r_ _ +��.�...��- ' I _ - --- P L. aLLl - - 53 �� IZ ��_..r Q► ROAD R •0 w • - u � � 8 O O - : I MAY ag McCpentlelSelto 6 Assoristes o1 0 ' r N1J ,< Z" if, T - InesrinE ln�nTp�r-•• .............. • I - - -- .•..... Mackentle � 0 Lu - - SITE UTILITY PLAN W ~ B .N . RAILROAD R.U . f----_ - ` 1 " = 30'0" N AS SUBM'TTED FOR SITE DEVELOPMENT PERMIT 3-15-88 < U a DATE: REVISIONS: MACKENZIE / SAITOOT REMOVED UNG NEE sr 3 SHEET /'+ti 3- 15-88 REMOVED 1 c.g4 aev sTT•�1 /� +v E DRAWN BY: ti - LIUE slzEs 3-LI-ae GLK. ' & ASSOCIATES, P .C . OREGON BUSINESS PARK �I ZAPUFPC LIF=,E SD2 ARCHITECTURE PLANNING INTERIOR DESIGN � G. KLiER �4 20 QE3 G.I_.K. 0690 S.W. BANCROFT STREET SITE UTILITY PLAN "` `'� CHEuKED BY: DGL OF- 0690 I. PORTLAND, OREGON 97201 PacTrust r-'ERMTT NO. 8807-24 (503)224-9570 J . ..._, '^ IIIwo or OB NO -------- -- - -- - --�,. '° TW ,A EIMM M ALL R*n TEsp.r_ P 2 8 8 12 ,� OF 16 _ Yx, a,:. - -- - - -•waw■ Ili 1 1 1 1 1 1 1 1 1 1 I I I III 1 1 1 1 111 1 1 1 1 1 1 1 , I I I 111 III 111. Y ------- I II�tII 111 111 ►II 111 111 I•I EII 111 111 111 rll 111 1 1 1 t +11 111 11111►, III III �::,.,:.r. _.:, � ,t-r ,,1 r I I I 1 1 J 111 1 1 1 1 � Illt I I I I • ' 3 4 5 8 7 - 9 9 I0 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DILE TO All TNF QUALITY OF THE ORIGINAL --^_--- _- --- __. ._.- ' DRAWING. 0E et 02 12 92 SZ +•2 E2 Z1 12 OZ of •1 LI 91 SI h1 EI 7: 11 01 is''''1'' 0 L 9 S' 1I• 13OX ' ' - «e1111111111uI11111nnlnnln111nulEnt11N1111411EtNIN111EuahIt1111w1uu1Mulu1111U1II111�1111I1111111i1111411111111t11i111�11I1 Illlll I�IHIINIIIIIIIIIIIIIIII'�IIUIIIILIIIIIIIIuiruanu�:"IluwwlllU1111111�1111111111111111Wll�IWUU1111111111I1lIIIIIlII111�WIIIN T� T .[�/ A MICROFILM SERVICE CO. � e ¢✓ r � /, (y Commercial Microfilming Prnne,,sing & Supplies A 1 iia.// 1 1991 II Portland, OR. Seattle, WA. ._.- ....... T 1 N Ct OZ' 40" w 272.52' S . W . 72nd, AVENUE - w z WW � In W Q 4 W lJ W W 3 in Q W Vl > � r i LJ O Z V) Q N M O 1..1J (V Y FUTURE BUILDING + 148 .z 1416 ia0 I 14 II K-1<4.�` KI Nil KIM � ,�------ \ -� atAIT OF FAVEMENIT THIS JOD E T I G A R D DIST IB T-10N CEN TER z 1 W lr. �K I N, J ___�- 14 d Z l a JIM R In ILDING 2 1' .7 �`' a W - I I `I a � o_ r-4, F. ELEV. 147.00 v) 00 � iyZ.°I °-• � �+ vWi °° h \ I a x III e r I x aI • W I 1 P� V1 I v 4 --- �./ FUTURE 1 lel r.� raz zo � h I 14Z� 142• RM5 czM`'� RIM BUILDING 00 CO Cl) uj C� J Cl g __� s, ly Cr — - W z t� _ - - - r s _�_ ------- I�� p R = a - u -- om W1 Z Cr 148 - E lneett Q L) O SITE GRADING PLANuj -- _-- --- - 14 B-- -- ui Dn cc h Cf__ ---- z _--- — t ,q f3_,7 'Z AS SUBMITTED FOR SITE DEVE1 OPMENT PERMIT 3-15-88 Q U Q I)A' REVISITS: S1iF E' M A C K E N Z i E S A I T O 3-15--88 - \-,�z�v CaRADES -zi,s►s� $� ASSOCIATES , P .C . OREGON BUSINESS PARKDRAWN✓ ir' ' �' G. KLIEFi SD3 ARCHITE�-' [1F PLANNING, ��IOR DESIGN SITE GRADING PLAN 0690 S.W. 9ANCR�)F T , ,,:I c -�.,�'�-��',�`-�"'. C;I�Fc1kEl) E3Y. •-- l I IdC:I. _ _DWGo1r1LroN � E of PORTLAND, OREGON 9/:' '0 P8cTru$t °w ARE OF 030724 (503)174-951PC k JOB NO 3 OF16 MR1N7 � i� fSR � rVV -'t .., _,, .. ,...•.1 1111{1 I III ► I ►II ► 'I 1�1 I I III I IIIIIII I III 1 1 I�1{) 1'+'11111 Illrlll Irl 1II II II I I I I ( I I I I I ( I I III�I'1'I[IIIIIIIIII{III r---�- .- , I_.... 2 3 4 5 6 - _7_ ® 9 i0 — I! _ 11 ,` NOTE; IF THIS MICROFILMED _w DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALIFY OF THE ORIGINAL DRAWING. QE ez 9z Z2 92 Sz fz Ez z? 12 Oz 61 91 LI 01 of fl EI zl II QI 6 • A S IP E Z ,N1lM 30 X ►Illnnhnll►nduuhn►{nu6n►h►nllln{nnlntlHnlblnla++h►►►{nuI«nhlldltllllllduuJ1e11uulllullwbllllltulu unlullluJ►snlnnfiulhllthlllluldnulwduulludlw�llduulunlunlnldnulnulydiulh'flu�uu�lu�lutl�►u�nuhul�►Wlun , A P ,� �, 2 41991VICE CO. al MicOFILM 1H:recess+�' Com Portland,Microfilming, Processing Seattle,WA.plias I NO .,,- 1 6 7 8 9 1 1 1 12 13 14 1 6 17 18,, 19 0 � 221, _- _ • " 2 0 2$1Q'' _ _ ..- -- - - --- — 23 iBAYS • 25'0" = 515'0 ^., W1•1"- W J -_--- - _. _ _—_.._-_...._.. _..--.--_____- __.._ ._—._ mac.. .-__.,- w u 3 4 ' 3'4" R.O. W J J a 3 4•.. 3.0.• - w i VI L1\ JL A3 JTYP. I I od O.S. FACE - - I I - I I - �,' PANEL - D.5.4 \62' 1 I D.S. D.S. ��l r\ I I D.S. I i'1 I D.S. D.S. r. j I f I I to I i I �I u I I I - - ----- + --- - -- ♦ - -- + - ♦ - - + - ♦ - - - - - - --- + - ---- ♦ - -- + - - ♦ ---- - — + - ♦ - -- + -- - t - F - - ♦ --- - + -- - — - ♦ -- -- - + - -- - -- ♦ - - - ♦ - --- ♦ - - -- - - -- + (4) LQ. SPACES I I I I I I I I I i I I I I I I I I I I I I _6 1 1 ' A.3 �rsss�e� ------- ----- 'If — - ._.__..--------- --------------------------- — — -------- ----------------------'----.___ PLAT[ -- -------'--- ----- --` -----------.. TT Fr m a 7 FTTIn 1 --- v , NORTH ELEVATION SOUTH ELEVATION 1/161' 610 •" <1 may, � 6~ 2 � 3 MA A3 A3 3 Lj 4 C�A LTT --J MA `AA T.— 0 .n .- 10 7 8 11�'' s - Cl 1� , MA� WEST ELEVATION 1 /1610 i 2 ] 2 2 4 , 1 A4 3 ° I F t:---- MA — • 13 13 14 EAST ELEVATION 1/16" — 1 '-0" KEYNOTES CY-"' 1 . SHEET METAL FLASHING 2 . LINE OF ROOF BEYOND 3. CONTINUOUS GUTTER 4. 6" GIA. DOWNSPOUT z 5. YARD LIGHTING O 6 . PPG GRAYLIGHT GLAZING W/ DK. BRONZE ANDD. ALUM . V FRAME a: 7. DOOR ARMOR 8. DOCK BUMPERS (n 9 • RECESSED LOADING DOCK Z O 10. 8'x 10' PJCK—HI OVERHEAD DOORS , Co� 11 . 10'X10' FLUSH DOCK— HI OVERHEAD DOORS z 00 12. 12'x 14' ON GRADE OVERHEAD DOORS Uj Qy 13. 3' x 7' HOLLOW METAL MAN DOOR W N 14. FUTURE DOOR OPENINGS V '� GOti1GR =-v pr, rf • O F- 0 CC o � PRiNTw, �� Z � O MAY 02 1988 Meckenziei9eito i A>:e^cfalee � Mackenzie Engineering Itimper'a1 � 0 d LL. — DATE: REVISIONS: SHEET MACKENZIE / SAITO ASSOCIATES, P.C. `s� J / I\` �� ;��• -} �-� & S OREGON BUSINESS PARK DRAWN BY: A2 ARCHITECTURE . PLANNING . INTERIOR DESIGN BUILDING o4 CHECKED CHECKED BY PLH 0690 S.W. BANCROFT STREET DRW OF 3 PORTLAPdD, OREGON 97201 ELEVATIONS , , .: F'EIr�MIT Nn,. Oe�)724 (503)224-9570 PacTrlJst �' AM TK PII01013m OF JO e wwm�H�ntH+c[ pNO p p t n r 1! P[w r�►r /v ® qMACKEHMuirts n[acrrvcorEs P a f 2 U 8 Q � 2 _:. .. -. 71 4AIAC.VkNIW,r9ydt>:Mmtpu:'+kH'�7;gFAkid�tiNkfi;/MY�L;i;:+;. ax t.,:u.�:m.::!',`�'., � �1 ...w,..:..•.w�»M..._ ....,_.::.r....,�.......K........:..w.,.,. 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SHEET METAL CAP FLASHING T/PLATEROOFING BY ROOFING P.T. 2 x TOP I PLATE OTHERS r.--- OTHERS V) - - SHEET METAL W I r P.T. 4 x TO FLASHING 0: i I /^ PLATE W/ 3/4 > I ROOFING BY P.T. 4 x TOP DIA. A.B. �' `. H:' �• COUNTERSUNK 0 / E PLATE W/ 3/4" E '� I I OTHERS 4'0" O.C. - T�EDGER aDIA. A.B T i COUNTERSUNK 0 / �/ DU VIDEA.B (MINS/E " 7 /F LATE 4'0 ' O.C. 7 PLATE , / - - - - -- - PROVIDL (1 ) 3/4" / SIDE OF TRUSS INTO SAME-- --- - -- PLATE GIA. A.B. MIN. EA.SIDE - -- -- - - -- -- - — - ----- TRUSS T IS ATTACHEF► SAME OFTRUSS RPLATE INTO 0 ; � �, TRUSS IS ATTACHED I PREFINISHED ----7 ROOF GUTTER PREF ISHED ROOF SYSTEM ROOFGUTTERI /� STRUCTURE BY / I OTHERS � OOF SYSTEM / 4 x 6 P.T.FT / STRUCTURE BY/ I LEDGER W/ 3/4" P.B. STRUCTURE BY / ROOF SYSTEM • \ 0 3'0" O.C. OTHERS OTHERS BEAM CONN. - SEE F DTL. 1 /RF do 2/RF \\ -"- - -- _ TOOLED EDGE (0 - INTERIOR) -- TYP. -„ _-_-_ a ---------- CHAMFERED �4 )(0 EXTERITYP. o O io 0 0 io 40 i 1 /21,2xDIA. xA�B/8 W/ PANEL & 1 /2" P.B. 0 8'0" O.C. MIN. 3 PER -- 5 1 /2" 4,,,._,J� MEL) • EQ. EQ. SPANDREL PANEL.- - LINE 0 FUTURE I (REINFORCEMENT NOT SHOWN FOR o MEZZANINE FLOOR I i CLARITY) iI — -- 2 x 4 STUDS 0 M - -- - - - - -� , 2,0„ O.C. W/ (2) • 10d TOENAILS EA. SIDE EA. END = 11 • ' 00 • e0 ►' , 14 - ---- -------•----- c \�� `�-- 3/4" CHAMFER - I rn TYP. 1 --- P.T. 2 x 6 LEDGER W/ 1 /2" D!4. P.B. 0 4'0" b.C. - 5/8" EXTERIOR PLYWOOD �- FACE OF WALL BEYOND I i ALUMINUM WINDOW GLA7ING SYSTEM 'r o � N N DOOR ARMOR - / 6 1 /2 I DOOR ARMOR - o [ 3 x )3 x 3/9 x 4'0" _ I 1 /8" BENT PLATE W/ o W/ (4) #15 x t '0" "I I �_--�J��' IB 2" x 6" WELD STUDS WEELID TO BACK ° ° IC. (ALT. 1 '2"DIA. x 4" NELSON STUDS) I PLAN .- �� I PLAN .'�/ I • 5" CONCRETE SLAB - W1 .4 x v W1 .4 OVER - N 6" FREE DRAINING I U GRANULAR MATERIAL I v -- -�__ - TYP. • CONN. 'B' EA. END N N I EA. PANEL - TYP. Y, 4 3/4"/_ 4 1 /2" CONN. 'D' EA. END TOOLED SLAB EDC o EA. PANEL — TYP. r I // �/♦ M i � 9 1 /4"/---" #4 0 2'0" O.C. �z,a„ I • V CO �1 T/SLAB T/SLABco JL _ A—: —x- x' max- - x---- -x-- _T k -- - - - -_ - x x x - o --,iii i i iTT T= 1_1_1� I r„_ -- - -- [3 x 3 x 3/8 x o �� -- lI II I I� -I' o DOOR WIDTH W o 1 /2" UTA; •:: _..-__----- --._�___---= v N a NELSON STUDS 0 -- _ ----- _ -- --- Lu- i , . . �--- --••-, N _� tV �- -,_ 1 '0)" O.C. (ALT. NI- 17-� -�1-1 140" #O.0 )5 x 1 0 _ -- -- I THICKENED SLAB •. . L o I__- EDGE v CHAMFER o --- ------..--- ----- -- ----��rJ_.-�1-- FOOTING BEYOND (� - _ �„ . j rn V ---- V -CLR FIN. - - CONCRETE WALL _ 0 TYP CLR GRADE PANEL �••� TYP 3„ VIII. _ —_! —� T1T—T��-T11 -I ll---LL_ U 1=_ CONN. B EA. END E A PANEL TYP - --- -III--j I�--I I� T I I-" -I _ _ -, i FOOTING SEE I I T;r�-- - I I - III-I F" FOUNDATION PLAN FOR - -r CONN. U EA. END o SIZE AND REINF. EA. PANEL - TYP. -• -- MM u z 1585 -�L�-_i , ----------------- FOOTING - SEE � I I-�- Y - -- - - . FOUNDATION PLAN FOR .,..- ,, Z 1!I Meckenzlelsefto & alnr�r�lrg' Q O S t Z E AND REINF. I 'vt� F�0l�. i-C -�•DA. o I J , DOG , Pf'`•�.�^ e T---TT7-(I f 1-T eI�o'�N�� K.: ge�:�'�n�. Mackenzie En Ineerin pw 0 CD WALL SECTION z WALL SECTION DA3 WALLS- 1- C TION 4 WALL SECTION -- A3 4 STOREFRONT PANEL 3/4" = 1 '-0" A3 # SPANDREL / DOCK 3/4" = 1 '-0" (9FLUSH DOCK 3/4" = 1 '--0" A3 d ON GRADE OVERHEAD 3/4" = 1 ''-0" CD ~� \A/ ALL DOOR Q LL �- - SHEET MACKENZIE I SAITO ��`� I� GATE: /88 REVISIONS: & ASSOCIATES, P .C. OREGOV BUSINESS PARK �� = DRAWN Y• PLH ARCHITECTURE . PLANNING . INTERIOR DESIGN I " k? ir4 / 0690 S.W. BANCROFT STREET WALL SECTIONS �' � � � CHECKED BY: PORTLAND, OREGON 97201 v, PORTLAND, O�Ecch � DRW OF F'ERMTT N0. 980724 PacTrust (503)22 - 9510 r �J' or rl� ( ti JOEL N0. f' O &I. a r�"►� © IIw,�id1 aRBVM% (2 8 8 0 1 7 .` ..........«.�..«,,...,... ,.,.,, ..«,..,n "�'� ,,,.....«. .w., M... wip...,.Wn«w .e.,.rw.nn.+.ww.a.. -..wn�.,.......■,...,.:s:-. ..•.....,...,.�. �IIIII1111111I11111Jill IIIIIIEi I�IIIIIIIIII111 IIIIIjIIIII'Ij) IIIIIt11IIIIIIII•IIIIIIIIIIIIIIf IIIIIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII 111 11 1 111 111 1 111 it 'aeeeelwnara,yrwa. Sze- _ :. _ I I I I 1 I I I ,I I NOTE: IF THIS MICROFILMED �" " '- �....1 3 4 5 6 7 8 9 IO I I 2 ye DRAWING IS LESS CLEAR THAN THIS NOTICE, TT IS DUE TO THF QUALITY OF THE ORIGINAL . DRAWING. OE 6Z 9? L2 92 se I2 EZ zZ IT, 02 61 91 LI 91 31 VI EI a II JI 6I•.- 9 L 9 SL- -t1+'-••1•- E1-. Z Ise•"" • 1IIIIIn11u11UHInn11N11nnIHn11N111n111111I1tNluuluublahlulnuhlHlu1111111I1111I11t�lUIII11tI111IInIlII1QILI11I1�1111It1�11NI1111It11tIIIIfIIIIlI1111I1111I1111I1111IIIIlI1111IIWW11�UIlI1ulI1u1I1111II111I1111I11uW��uluuuilullliL�Ii,Iunua.'1UI1111 - MICROFILM SERVICE CO. L �P R F 2 4 1991 Commercial Microfilming, Processing & Supplies Portland, OR, Seattle.WA. '• ,� I 1 > 2 3 41 < 5 61 71 8 9 1 1 1 12 13 14 15 6 17 18 19 20 21 22 3> �' 25 �r: J ;15,0 _ _ - - ---al 25'0" 55'0„ w ' ” 23 Bt fS O a Qe W t C 3� CIL IL 1n yr 10 i 4 N\ < 0 0 c C A3 TYP. a a O.S. FAcx , p / PANEL} r+�- r_ -� r--� r---- , r ---� r--� r--� r-- , r- -, r-- � _ I r-I-, r -� __� r -� -I - , � ' --�--- -- -- - -- �--- - - L—_..J l_ —J 1. _._J ._--- L __ J i_..._. ._ L_..--J —— J t- _ _6�, L--—J L__J L_.—J L__ __J l.. J 1 1 Q II r r r , r , r , r -i r. r r r , r I I I®R J L J L J L J L J L .J L J L J L J L J L J I J ' G I I C _ c TYF RF F I I I I r 1 r t r -1 r 1 r , r r t r , r , r , . JOA r , I r- �I L J L J L J � L J L - J L J L J L J�,,� l_ J L J L J� L_._J/ I I I I -__ TYP �OPP. 1 e 1e 1 C C C NAND C HAN,Q I I : 1 r - TYP, o � 5�. � ��'• iV�vl�lGvh.. �H �,'J TYP -O J J" r rt r-.1 r r , r , r r 7 r 1 I r , I r r , r , r I I I - - -� — - - ----� ♦ �---- - - + ♦ f — - - --- ------ - - - ♦ �---- - -- -- - --- + + �— - --- - — - - - 1 O L (�///R��\) L L J L J(/{��) L J(/�\) L J(/{��\) L J I ` J/ L _jA--\) L_ J/ L J��'"" L, J J 41 \ y V yam/ O �J �J �/ \J 1\— D/ U I L J E T P m la E C TYP : J H — —-- J. — — ------ ___ — — — — — — — -T r—� � r t I r._i r._._ \ —.—..T r— , -r._ '- r - , 1 r I I — r - _ - - -- - ___ — - , __ 11 __- -J�-J_ H - - VIII_ r _ _�� I --- -L J H - - _ _1 1 �; I_{ i L -��_-- , �1— -----L J H ----� I ----- L J- H __ L --- , r_ - - -1 I i VO. -- L_ J� — � ' R1L_ J —_. L —_JI I —t—_ _--+ L_—J —�' � 19ZC � O 19E-- .j �� bL-- J�� r.---J� 1 \ L---- J� 7 L E �H . 0 0—J ACE OPP, I C CC C E. C HANDI 2 HAND 3 1 <3) C -- 40,0„ (A3>YP. A3 TYP. C 13 pill > C KEYNOTES 14 — --- C 1 . POUR STRIP 2. CONSTRUCTION JOINT TYPICAL EAST/'REST GRIDLINES AT 25'-0" O.C. MAX. Z 3. CONTROL JOINT TYPICAL NORTH/SOUTH GRIDLINES AT 20'-0" O.C. MAX. 4. 2'-0" X 2'-0" BLOCK OUT FORK ^�CC��E^ BASE PLATE. 5. 5" CONC. SLAB W/6X6,W1 .4 A W1 .4 W.W.M. OVER 6" FREE DRAINING GRANULAR MATERIAL 6. 8" DIAMETER STD. STEEL P,PE COLUMN (TYPICAL) FOU N D A T I O k P L A N CONTINUE MESH OR USE I BARS x HERE I SHED O.C. ♦ 1 THROUGH FILLER STRIP JOINT TYP. WHERE FINISHED FLOOR V ELEVATION IS 2'-0" OR GREATER ABOVE TOP OF FOOTINGS 1 / 1 6'' = 1 '0' a: H LEGEND CO Z O F- 00 TTN _ HEDULE � Co - LONG I TUD I NAL1 BAF NS RSE — Z Co TYPE LENGTH WIDTH DEPTH REINFORCING REINFORCING REMARKS LU � O51— ( ) (5) #5 x 4 —9 A UU 5'- 3" 3" 1 '-011 5 #5 x 4'-9 " " © a: 5'-9 " 5'-9" 1 '-0" ( 6) # 5 x 5'- 3" ( 6) sl5 x 5'- 3'' 8'-0" 4'-9" 1 '-0" (5) #5 x 7 '- 6" . O 8'—Orr 8'-0" 1 '-6" (9) #7 x 7'-6" (9) #7 x 7 ' -6" lit- _ — OE 151-011 6'-011 — 1 r_O,r (6) #5 x 14'-6f' (20) � 5 x 5'-6" U -- — -- --- - - - - O 9'-0" 9'-011 1 '-611 ( 10) #7 x 8'-6' ( 10) #7 x 8 '- 6" a: lit 12'-0" 5'-0" 1 '-0" (5) #5 x 11 '—f;" ( 12) #5 x 4'- 6a Co �.J WZ O V-011 4'-0" 1 '-0" (5) #5 x 3'-61' (5) #4 x 3' - 6" = O 1 z'-0" 9'-0" 1 '-61t ( 1 1 j #7 x 111-6" ( 13) #7 x 8'-6" 0 U — — - MAY U L LCaa MackenzlelSelto d A7sv'i ites Mackenzie Envineering In jr;:: �_' 'A o LL - MACKENL!E / SAITO CATS: REVISIONS: SI,EEI - 41 /Ze' Hg '� Cretin �e.E.VS & ASSOCIATES , P .C. \ /2�/�� ✓� OREGON BUSINESS PARK DRAWN B'I S1 ' W.SB / PLN ARCHITECTURE . PLANNING . INTERIOR DESIGN O U N A T I O N PLAN Ob90 S.W. BANCROFT STREET CHECKED HY: PORTLAND, OREGON 97201 DRW OF PERMIT No. 880724 .� (503)224-9570 P a c T r u s t THESE DRAMTNOS ME THE PROPERTY OF JOB N0. C- __- - - --- _-- __ - �I wp IAR�N0�E USED RE4C w�crENntisuro s lssowTEs.P.r,. � I Nz'E MTO a AssoaATEs r- ',r s 7 (1F 1. PRIOR Iva rEN PtR ER EXK)N of u WITH o r WA ND alarms RESERVEDOM P 2 8 8 0 1 98s, ALL �ilY/litl,l '." ••,6! $,N KC 'h": �� YP N IAM M f 1111 Ill 1 111 Jill Ii lIlJ1iII11,111 IIIIII I Il111�1 IIIIII IIII111 III'fIl IIIIIII IIIII!IIIIIIIII IIIIrIllrIIIII11111III1�111III11111I111111rIlIllllllilt `""._.. / I IIIIIll 111rtilr,lI►r IIIIIII ti Ic I I I I r NOTE: IF THIS MICROFILMED I ? 3 4 5 F 7 8 9 10 - 11 12 C DRAWING IS LESS CLEAR THAN 4 THIS NOTICE, TT IS DUE TO 1 TIF QUALITY OF THE ORIGINAI. { DRAW IW". OE 62 92 L2 92 %2 10?Z ' ERZ ZZ 12 OZ SI 91 LI 91 51 11 EI Zi If 01 d Y L Y— S'r•-,�--01 f -i- 130X I""•'" • V •^/' �Aj MICROFILM SERVICE CO. _ A P P, J 1 1991 ComPorllaal nd, OR.fllminp, Processingfta tle, WA Supplies t C > 6 17 18 �19 20 2 22 3 24 26� 3 4 S 6 7 g g 1 11 ,12 13 14 1 1 2 231 BAYS 0 15'0".... 575'0" - U ' V UW d ¢ t <Z N 4` CL 4 O o q A3 TYP. y I � S. F ACE / PANEL- --' P ` - CT # 1 CT # 1 LSIMP SIMP 1 - SIMP CT#2 CT#2 CT#2 CT#2 � CT#2 GT�;2 I` CT 2 CT#2 #2 � T SIMr SIMI' SIMP ! CT# 1 CT# CT#2 CT#2 CT#2 I I / 7 1 ST6224 ST6?_24 ST6236 I I 8 j ST6236 ST6224 ST6224 SRF RF 44 P. 3 , RF i I 2q . H �• %` �;g q C C 3 A - -� `_ _ _R R i --ap P F F zap p G - _� HANDr I � — _ _ I � i •' �� ..Ok"..r'I E:P..'i :'F' E3 --:l,�"�' � f=n=• I G• '�/ �"FG" i , I i ,,•��, � Jl ... r,y~.,~ r•1 IJ tiF�. -h— .. I � L � 2 I RF 1 � En l �� A3 Ty P.I _ _ _ i RF , RF 1 r RF 3 RF t - - CT 1 ST622 SIMP 1 I T # 1 1 ST 224 - T 1 CT# CT#2 CT#2 CT#2 CT#2 CT#2 CT 2 ---._._ CL_ T# 1 C # - E ro.s. FACE PANEL 3 TY 2 - A3� P. A3 TYP. � O _ U ROOF r IRAMING PLAN o� VO.) U ap co Z \ W KEYNOTES GENERAL NOTES W N - -._____— V 1 . M/SA & MEI NOT RESPONSIBLE FOR ROOF FRAMING 1 . KOOF FRAMING SHOWN FOR REPRESENTATIVE PURPOSES ONLY. Z CONNECTION . SEE WOOD-LAM STRUCTURES, INC. M/SA & ILEI NOT RESPONSIBLE FOR ROOF FRAMING SYSTEM AND LATERAL LOAD CAPABILITY DRAWINGS - SHEET 1 OF 4 FOR CONNECTION . F<OOF FRAMING SYSTEM DESIGNED AND PROVIDED BY OTHEORS . • 0 2 . DRAFT STOP CURTAIN - 5/8"GYPSUM BOARD - I" OR CORRIGATED SHEET METAL. EXTEND DOWN 4'-0" (� I BELOW UNDERSIDE OF ROOF SHEATHING. 2 . CT .91 CHORD TIE # 1 SEE DETAIL 7/RF 1'- 3• 4'--0" x 8' -0" SMOKE VENT - - - 3 . CT # 2 CHORD TIE #2 SEE DETAIL 8/RF I,.. PRip N T Z = MAYO 2198 cnO MeckenzielSelto 6 Ass-'Ote9 0) U Mackenzie Engineering {n_j14_,r_,a1 cf) O aLL I —- DATE: REVISIONS: SHEET MACKENZIE 1 SAITi O & ASSOCIATES, P .C . OREGON BUSINESS PARK DRAWN BY: S2 , ARCHITECTURE . PLANNING . INTERIOR DESIGN CHECKED ROOF FRAMING PLAN wsB / PLH KED BY: 0690 S.W. BANCROFT STREET PORTLAND, OREGON 97201 PacTrust oRW o► PERMIT NO. E38072z{ (503)224-9570 _ ' THESE oRA ARE TIE PROPERT'or w Frmc sato•ASsoaAlEs Pc�V JOB NO. M N07 10 BE USED O�W�TRNE '� 4L ROM RESEWVED P1110R W�IIR1tt4 PP111 9WCWq W/S�� (S'J low.ALE RO A39fCL►lE9•P.�. P28801 2 E! OF 1.b ----. . I ` ' „, ...._. ..ter- yes► .,....,..,... .. ` .. ,w y...,,...._..._....onF._..,.»,..__.,. ..,,........,.,...._., _.,.., _.. ,:-..-tom_.w...:•.-....._..-.,....,.,my..,.,.• ,_.. _...... ..... ......... - t !1'111 1111111 11111{1 111111! IIIIIIII1111111 I 1 I III tI) I I 1 !n`tllllll IIIIIIIIIII'111 IIIIII11111�111 IIIIIjt+1111:11 IIIIIIIIIIII111 t111111I111I111 IIIIIIrIlflllll • 1 I I I 1111 I IIIA till 11Jill11111I I 1 I 1 r 2 3 4 5 8 7 e I�0 _III 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE Tu THE QUALITY OF TFE ORIGINAI OE 6t 92 a 92 SZ ve Et do 12 OZ 61 11 LI 11 11 fl EI 21 11 01 6 1 1 9 pS � �� E z 11-'-"•""' g1�Uuhul�unlun�nuhul�nlAuu�lnlltlllllll/111u�nohlN�lntbo1�1u1n11�1111�II11I1111{IIIIIIIII{IIIIIIttl�lllll iUu ¢III�I�IIN�IIIrI1111�1111II111�N1{IIIV�INIIIIII�IIIIIIII�WI�IIIIINIIIIIIIr111N111111N{I�IWIl1�1wuUVlll�t�lllllllll�lllltllu�1111 " n � 1991 MICROFILM SERVICE CSD. ACJCcmmerclal Microfilming, Pr^nessing & Supptles ` Portland,OR. Sosttle,WA. .-d _ OE C TYPICAL 'A' TYPII-,'AL 'D' TYPE PANEL 'YPE PANEL 211 T T PLATE P III III FF ! III III 12 # 77 L:02 — 1 1 11 T-77 FF F =" A 45 1- V D _ 127 D 26 A 24 LA J T=6 1/2" T=6 1/2" T=9 1/4" T=9 1/4" T=9 11/4" T=9 1/4" T-6 1/2" T=6 1/2" d. NORTH ELEVATION SOUTH ELEVATION 1 /16" 1 '-011 < 6 y TYPICAL 'K' TYPICAL V TYPICAL 'H' rYPE PANEL Cl�) TYPE PANEL TYPICAL 'F' TYPE PANEL (z) TYPE PANEL D2 T'� 4 �74 7 rT 14 —————--— III II — oil III 1 III MM& Q r2 2 43 D 42 E4�=H Tj 4 [40C 3 7=CJ Gj �7j 7H 3 C 5 G 3=4G 33cl:j 3=2C L3�1 K T-9 1/4" T=5 112 ' SEE BELOW =5 11�2"' SEE BELOW T=5 1/2" SEE BELOW T=5 1/21' T=5 1/2" SEE BELOW T=- 1/2" SEE BELOW T=5 1/2" SEE BELOW T=5 1/2" T-5 1/2" SEE BELOW T=5 1/2" SEE BELOW r=5 1/2" SEE BELOW T-6 1/2" T=9 1/4" SEE DTL. S/C — WEST ELEVATION 1/16" = 1 '-13" 2� 2 2 TYPICAL V TYPICAL 'C' TYPICAL 'B' TYPE PANEL , 2 14 TYPE PANEL --TYPE PANEL 14 rMP.WAffi 301r3 !FWIV,111FAW AV A;M A r a as M M16 'j aI w INS All ME INS INS 010 a wttlm 1-1 1 1 r — ---I III III 3 2 2 Q 2 (D Ecs �.--� 2 1 = I Ili j j lxz 13 III IIII IIIII ___d a_L� 2 --�3D 15 12 B [=5A L4 A] CZE C� =1 A I TFI 0 A 9- 7 41 2s M 23 A [2=2A 1 21 1 C] F20TA IS A 177A] I I A] F _L_] G T=9 1/4" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=6 1/2" T=9 1/4" EAST ELEVATION 1/1611 1'-0" TYPICAL 'E' o TYPE PANEL Z 0 C c I 2 2 C.�SE E 3A�YE 4.8 E [:40=0E [40 ILI=A E_J 37B E [j7aA 36A E __j E co T=5 1/2" T=5 1/2" T=5 1/2" T=5 112" T=5 1/2" T=5 1/2" T=5 1/2" T=5 1/2" T;;-5 17i7' 5 1 2 T-5 1/2" T=5 _'_/2" EYNOTES z WEST ELEVATION K 0 1/1 15" = 1 '-0" 1 . #ORIZ4 BARS 0 12" O.C. VERT. & #4 9ARS 12" O.C. H . 2. �V-�I#5 BARS - z CID PERIMETERS & PANEL -OPENINGS - EXTEND BARS 2'-0" MIN. BEYOND OPENINGS - TYP. uj 3. (2) #5 BARS EA. FACE 0 3" O.C. w N 4. (3) #5 BARS 0 12" O.C. EA. FACE a: 5. (4) #5 BARS EA. FACE EQUALLY SPACED TYPICAL V TYPICAL V 6. (5) #5 BARS EA. FACE Z TYPE PANEL TYPE PANEL 1 1 /2" CLR.- 1 /2" CLR. (6) #5 BARS EA. FACE 0 2 TYFY. TYP. 8 7.. (7) #5 BARS EA. FACE all OUTSIDE 9. #4 BARS 0 12" O.C. EA. WAY EA. FACE _j FACE 10. SAW CUT PANEL 0 D L_ 1 1 . (3) #7 BARS 0 3" O.C. EA. FACE ICE a u 12. (4) #7 BARS 0 3" O.C. EA. FACE INSIDE a 1W 13. (2) #7 BARS 0 3" O.C, EA. FACE FACE ui z .33C wc J [�32C T2.D I L 14. �3LTJI CHORD STEEL 0 6" O.C. CONTIN. T-5 1/2" T-5 1/2" T=5 1/2" T=5 1/2" T=5 1/2" T-5 1/_ CENTRED 10" BELOW TOP OF PANEL, 2" T=12" T=12" T--12" � p " 0 TYP. GRID LINES 5 - 20 ' 1111 CO WING PANELS SPANDREL SUFPORTS PANEL LEG REINF . 15. (8) #5 BARS EA. FACE mp 0 2 193d 16. (4) #5 BARS 0 4" O.C. EA. FACE 1/16#1 11-011 SEE DTI 8/C 13/'C 14/u 1/16" V-111)" ockunliels,11110 � TYP . CLEARM� CES I '' .0 111")tl,_v: a: 1'� Mackenzie Engineer' Cl) 0 LL MACKENZIE SAITO DATE: REVISIONS: Jam' SHEET & ASSOCIATES, P.C. OREGON BUSINESS PARK V 7011 DRAWN BY: ARCHITECTURE . PLA14NING . INTERIOR DESIGN i.) v PLH / WS8 S3 0690 S.W. BANCROFT STREET PANEL ELEVATIONS CHECKED BY: PORTLAND, OREGON 97201 LtWi r'��- OF 3 F,l NO. H8C)724 �_A_r DRW / IMR (503)224-9570 PacTrust ARE THE PROPEWTY OF JOB NC. ols MAIN&T MWIT a Ran, or Mp I Ift ALL X*M ESEW4D 128801 2 '111,9llll111111lllll111l11II�11111111111111111ifIIIIIIh II1111til I I I I I I fl 1111911111111 11111111 1 11111 1111111111p 1111111 1111111 1111111 111111 pill I III, I III I I I 11111iff 111 powwow NOTE I F TH MICROFILMED k... 2 3 4 5 6 1 a 9 10 I I :2 • DR ILESS CLEAR THAN 11 1 NOTICE, 'Cf.. 1 T IS DUE TO THE QUALITY OF TW_ ORIGINAL DRAWING. OE 62 q? a 92 sz *z Ez zz 12 Oz 61 Of 1.1 91 ql b1 ' f Al if of 's a 1 9 9 fv E z I - APR � MICROFILM SERVICE CO. 3a 24 1991 Commercial Microfilming, Processing & Supplies Portland, OR. Seattle,WA. Y, AKEA OF WORK r � � ' iuiiplNc 17 18 19 � 0 21 2 � � 3 � 4 �� S 26 225 0 l -- — 717. _ _ -_ _. }__.�.__ .. ..__.-. 1 �� •I� 1141/0 �� I I .. •I/1/I.0 110• ff•!f/ /� / ( 4 ) BAYS ® 50 '0 " = 200 '0 " wAfto LOX rutvat UM i D . S . D . S .moll � VICINITY MAP � : _ KEYNOTES f :,, F,.ZZ PIS. Ex��•,c ��.�E'>'i's`�..I 1 /L' �tiSWL, �'� O p Gvisrl;E i�-<�F W/I }>;IZ I.v►�tR c.�.e Irj61ti 5 Co'x q" ��I.ITE 40. oGuL". 7. IIJFII.L DGv"R 'J�►�.1�!��.:il 8. SNEt_F f. �v 'I F ,I.:,S►-, TO MX'-GH Vi .5. ;a GENERAL NOTES O Q o — + — - _ 1. verify and confirm all dimensions and conditions. Not if. IX4K Tt,.G of any discrepancies prig: to start of work.. 2. These drawings fo: tenant modification work and occupancy o:.I . 3. Occupancy: - 2. 4. Number of occupants 5. All finishes to be to Building ztandatis unless noted. 6. Electrical, mechani al and plumbing by separate: permit. i I O (0-L'FW I � _ I 4-r11o r 10'6_1/2" 14' I -- 0 0C �y PRODUCTION , 01 PRODUCTION OPEN OFFICE > » �' OFFICE I LEGEND ooz• TEIJAk�7 SE?ARAT 10►., WALL BSA-1 JG WALL nl II ITCR'0Z OAF GE 1.,1ALL N TOILET �} TOILET E x ST I tiGZD ;0 10 11_� I _ A O►.! GiZApr- ro4w � �.• T1 q w 141 6 10 11 I,;O7 i� N i0 GGFfEE 6A►2 CONFERENCE 01 T 2 ISS - • OR HOP 1 11_'4" } 12'2 e. OFFICE WOMEN -_--- - O - _ OFFICE I of TLas�' X11 � � � f .-1 ' D.F �� OFFICE o W WENrn - - � Z - W STOR. j t I O N Ln ST A IR - �- I �3 O o LUNCH ROOM _ --- -- ____-_ • i I I +i APPROVED FOR CONS I YUG]ION _I o ° I t OFFICE J ITY 0 TIGARD i h u I r1 2 O Ti I L I _ -- ' " �----- PERMIT NO. ?.3�� s«. n✓' �,� ° � 'CORR. �' ---- __ SITE At)ul�Eas _ - � -, I ?Y��- TITLE D . S 1 1 D c I 0 co � J IZ 1 3 11 PRINTED w -;p N u� r� T �� - ----•- - —4 4,0„- �f^'----------—— ---------- I Z :3/A 0 0 0 ZL A 2 GJUN 7 1988 0) �� MMeckenzielSelto 6 Associates ackenzie cciC Engineering incorporated 0) O + —� DATE: REVISIONS: FLOOR PLAN - - �,. 4-28-e� I �NE�T LL -- i � MACKENZIE / SAITO TENANT MODIFICATION FOR '�.� � DRAWN BY: UG —�.-8 � - --- _ ,1 & ASSOCIATES, P .C. OREGON BUSINESS PARK �� w�; w513 �- 2 ' �`� T11 1 - -p ARCHITECTURE . PLANNING . INTERIOR DESIGN P R E C I S I 0 N PACKAGING ;: �t+s f� :,, �; 0690 S.W. BANCROFT -STREET — — --_- -_ aC61 ',.X Yp ''HECK ED FJl': ,�. F PORTLAND, OREGON 97201 a C•�-�,U 8 f d , r++� �� 0 � Lru i f�lLa. 8£�r�17�:'.4 - (503)224-9570 - - - �-- -- - -- _, NrY CW F4 L 0 0 R P L A N + 't�/�y �,� P�E�yR/�� NO, 1 I I f71` �1 �i F MI AM y�y11 CXCfPi 1NE 1l�GteEN21E:�VTo R AlSO41 LSP C.. PRIOR WMrRN PE11MM�pN Of 4 ® 1'%'AL� RK*,M RESERVED P 7.8 8 012 4 . ... ...:..: .....,., ... uw......w.ww.e •ML�F..il.lar/MI�I.,Y.F�... ......r„a,,,,,m,. W/IYaM.�Iwr rll�eall/i��..__--•__ .... r 1r111111Irlrlr 111l11r111r11I1 II11111111111I1 11111�IIII111I1 1111111 1111111 1111111 111111 IIIIIII 1111111I 1111111 1111110 IIIIIII 1111111 111!111 1111111 1111111 1111111 1111111 1t 11111 •,...v- �°._ _ is I I I 1 I I I ,I 40 NOTE: IF THIS MICROFILMED — I 2 3 4 5 6 7 8 9 I(? ;I __-- Ii t� DRAWING IS LESS CLEAR THAN J - THIS NOTICE, IT IS DUE TO 1 I r r THE QUALITY OF THE ORIGINAL DRAWING. ' OE 6z ez LZ 92 Sz $1z Ez zz IZ 00 61 91 LI 91 91 1/I EI z II of 0 e t e S Is, E z "•g'• • ®r., APR 4 19 91 MICROFILM .'E recess g Commercial Microfilming, Processing d Su��lles I Portland, OR. Seattle,VA. ' I r.A DIMENSIONS +_- A 3-1 /2" A ^I/811 T U B = 1 -3/4" 23 z PLAN 1/81P it$ , r A% I T 0-- - AGE FR.r1 Pte•. _ ' TRUSS JOIST u / I C1 <Jne � � $' `+3u' -- � \ ----- Cs/ � �,� 4 • 8 y I-a _ � I l r2 •,1`.., FOt2 �Z.E _ _ ---- - - -- --- �;�-' 4ri P. r _ ------ -- Iti I �' � 1 r ,, — CONTINUOUS sl, x 3- 1 /2 ,. \ It �i{- y !i"►/t, . I - E = I' 3 - I - x3/8" ANGLE LEDGER WI ' R �/,1 r v 'I/�+ r "I� I - - _ - -- � -- 3/4' 0 I A"E T E R PAR �I -- 1 L ��/�,."+ L i, r a`. "'• 5". � OL 4 . -- N r CJ.L. E rO�.E6 AT "ON CENTERS %�� •. ` ! • 12' W!2 4 t — � t r - � EycEoT s� oTEo / �•� `L �C��D / ct � In _ __ - —'Li• GD Ir��r` � S / �i, q � - _ ` >. 4- 116 -F1 TTJ ..\\ .. W _ NAILER WITH POWDER -- bE,d�L �C( (£ /t (� /� r(p�/ LL� ' war. ,•1"a ip�. --- -- ( +�V DRIVEN ANCHORS AT - _ 2 ' -0" ON CENTER I W Q nrQ, Y. 1 ► Pp•.ICi TRUSS CONNECTION TO ,�JIGLE z �`11"Tvf! �•�s� e+�it,- eve. Ip'' ;r '•� `�, }��'T{/ --- 4>+s�/802 � �- R► L1� � �� - -- � r \� _ `I aj � r .� ' „ r LL�O - zG; 'r + DG f� w T----_ � E -- - —"�� -_--- ----- - I _- I�.1/Cz 3/t" M I� E� `�U) m z _ _ - _ �* O O -i - _�,- -o �'< I . I, _A _. I, 4 PLATE WITH /2 N' ' - I DURIIJ.y E�11T101J ,:� � __- -"" � _ _ ,,".IC t 4•�,'�G, - - -- -- -- - '� -IZ 1.1/(ti'9,� N Q 4L U--LAM DFAM 1 - N LJ,b. t- 01101& EP, r^ E I- cz 4. (-f J 1� rA I , 1, go 0 - o i _ ANGLE LEDGER- SEE __ ,� _------- 1_ -- - -- BLOCKING/NAILER BETWEEN TRUSSES 'Q rr � V F..„r._ �. ' � 1'� f.0 - ...• i ,, r, ^✓�� i✓_ J_:.--1 — , �'.. _ V r., Z I l I- T I - - -_ M r�ti. r.I rl N r-, �✓.✓ I. 'f - - 25 GIA MIL. *TL�D'S - o 4 F I{- . Z -- -- tix c i ;ti .�Ii �U'�PEtuO`D rn.I�� ,.�: %•x �-4" �/ '/a, a P e. ELEVATION x 4'-0'' M��IE2�-1L. F t3ER � e3'� L .., D6LK 5�' S�GIA- ilvSo. "'-RiJ LV, �DEC� -CG► ror� l-�,"' I N Iw,;•,E lrS c�e,SS 'r- �1 -- _ —� _ - - 51 M P50� STL2 24 G � Q � I T2AGIC TU T2�� 'vIH. FL_A.r�E -:�2Ea,p -J•-.\ _..___.------_— 1 g-O p c: ", -- / 31 f ,, ', �� a .�1, 4 14 SIMP50u 5760224 G� 41.0,1 c.G,. 1 A%K V RG1•'1OVAb� x_1._1 IOC+ --- - I -- c E P _.l=Ca Tc�P _"QAC►C , \ - - - j — 0 W r LL 2.4 PIA S T YP Z Q I - - 5L,1'' PI!r�I OED GE Ir i N .-- <<.arr -IO ibTh �'~— - - 3' - _- V/ v w/ 2=G7" x 4'-O" 1-11h,42AL FI 2 - BI.OGK 11JCa I4 ¢ I - �„ 1... LAY-IN PANELS , C_A� a hLI��PFNDED Le�riNC, PB & 3 D O-• J 1 % Q FLAME 5PIZ,E ACJ Z5tL-_- 5✓ Ya A D I - l 3a PLYWOGG I n r _ _- i A. _ FAXEN Cs12'0 TO JAIL W/ ��-- O a — - - _ �1 �H�r�T�ItiJ(a I _ � 0 - 'TYPE 3 IISEW ra Q Z'-p' O-G• -- . _ 2"�4 B�G�K11,; ._ r�AT d 5''KAAA (T b c� M �.. v C=•' t� O.G oA�.E� Er>rarE Fi,OGR.- M 7-7 I >Zo.r l -o o.c C NrEa R .�P!�2T5 - _, (� 5T>Je5 I'- a" n 1i ►. nYL :,TFt.oP �.�! Z W W - - 5/j5' C-XyI Ch,;) PFFAGH S;DE_ �1 „ f ~ C d► TT'r hT RIL �o� w C Q Q FpS1r1!S4 W/ T'YPc S'C1/",S/GcZE6j5 - 3y2 -02� E`AL_ 5 �? - - 5/b G�'+'P Ce br`uc^E; l-✓<:1� 1_' � �. vh��JEL. Li/VIES 0 �� _.... Z C.crrLErz ttiA r�% {i I U.G. .••' I rN�U � .I/./1.7V� ✓ V��„'�L� /'.`.� . ...• . GUAI�D RAIL MI=ZZAr�lt� r= I- IZ' OC. �. �TcP.IOQ StJPF RTS i I:Dmfi�� ¢ Ip o•G. C Brt7 a, rz IIS II"tom" 1 I VEkFv LCXAT�C:ry OF i l3,1 h C11. I P+, Z V po'l'ar' f 'E i 4 0. - I 2-� G YP. r — DC7-"T-OM TrZAr," 'r0 FINi`�ri LoN'�t.UD�4 h'R v Fvv ir+(� Q -- R-11 BATT r�SUL_ATID'v FLC-o�2 ANG►•-f O R � r✓� Z-O'' U,G. -�c''TONI T►ZACIC TO r=1N. FLR. � GUr"4. s1.�15 orr tnR•c•.c:E �J o +/ mow SER P¢i�/�N - \ Ar1ticl-Ions G 2-d' ac, J -1rAla lTIZ �- - t2i 1 d NAII.h � • h��✓ W �, -CHANT ��P,�►2A ON I,.IAL_I, -•YPiCAI IN �F2.�rL OFFICE kJ4\LL B 6Eo r211Jf¢ 1,,,�,a•Irl. r'1EZZa�!►r�E _��_` Q 112- IZ /i - rt IA, I �Df-iLlPl�af No�6h Gc�2 h��E, Y;j FII FL,R. /_ ShEAral APA Z-4 4 to -r r A I --T -T 1 7 J I f� - L 1I _.._-.._ �1t iC �r' I 51�'�^"��t .l �..•% 3iq L �. t!�' T q,q„�,Y ! rry r^•• , r � ' .• '/ r Win. '� - •+i yIr"P'c_:, �.:,. ,I. �, TTpl.1 I f ►��.Me' l%�c:- Z■6 d; I'-a ✓.w C,;1 '�PSGI.. tl EA SI GE 3/11 PL.Y i.✓JOG' 4-26-88 )RAWM BY sre!ate?bo r.•Jy-u: Q .:HECKEC)BY �� I r / Zk 4 KAIL:5 Z»b TOP RLNNER ►Y�1 �� :_ �,,i�i I 4 \— rq Im M) E REVISIONS •J"4 P(;�-i' V W 1 Ci-Z 88 -2■ E C I 1v G .5imFI_�„ , , >� PRINTED fl I 17F�E C4 a r I 1 � .✓� - �'. •,1D 5hlca. 4 1 ' - t+ I I I .l, IZ Fy Q'( T,✓r IJA6l. GEII JCS r ti �. \. . ., � ,�-• ''� / ,,, I M ,ION 2 71988 �,G. �.�` ,+L �Y \� Zv4 RAIL- �.II TIL wIA/a •RCC�N1 �I-T'rJD _.._-..- i t•.r� II I r' 1 ackenrlelSelto 6 Aeeodates Q( *q VFit14 i - ri 9AG d Ktj �%' I �� II{ I I J Q .' Mackenzie Engineering lncorp rated II r\ u5 0 - ..,gid,�,, ,�%- � , , I FOOTING SCHEDULE �.. !P4A 8 gOTTv L" Z � �ItiI�•Ii:R �.;t %� ..•�` } '�,__ I � E.A. 5 7E, PL`s.-+GO� L - --- - -- - - --- - -- -- i plaHrsaeservro v�,, � � ' M11:MF,1 I I •Ill G A!,•,l)(.I.tFti 1 N 'Z{;AI7 1 ��' 1 , x `-� r, n 'J/ 4 %1ARK 312E ZEIKiF �L 0E1 JF Imo! R 5 M�RK� .•.. . . N1 - ----- ------_—_ - --- - --- - - - __ *4% �`a ■ -q' ��q x_�9 SHE I 1--'1 I I 1 11 6)INS - L,�, Z. <. 6-UT Sr2luGlrR _ I , ----- 3 �TG,I K, ��r�l ��, 1 a R�,1 - S+ I I��ac R �'� �� . �► ROOF FRAMING / FOUNDATION FLOOR PLAN �_. TI PI .RMI T' NO. 000724 zl = I - T I Z, .._ 3 _ 1/6" 1�"{�e 'utzt� Z��n DF � 2 WAL.I. �° I'-4'' 0.6. t T21 PL u TOP ft ii)E3 Nr..I North �u TILT UP , (,0W4RETE PAQ51, WALL 288012 I I. OF: 16 �. r f l ' I I I 1 1 1 1 1 1 1 'I 1 1 1 1 1 1 1 1 1 1 1 I I I T f f I I t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r I I I 1 1 1 1 1 1 I 111t 111 111 III III I I I I i l l l 111 111 111 111 I r i, ,L_„ F ____ - • -, � I I I I ( I 11 1 1 I I I 1 � 1 ( 1 1 1 1 1 1 1 1 1 T � s I fi 1 1 1 1 I 1 1 1 � 1 1 I I I 1 1 1 1 1 + 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( III 1 1 1 1 I I I I t I I l ., �+wr�I;l*rilwewlewP�• 1 / I 2 3 4 5 6 7 8 8 10 II 12 - • MUTE: IF THIS M ICROF I LME D �� D7AWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ,Z DRAWING, OE 6Z 92 LZ 9? 92 VE CZ ZZ 1a OZ 61 91 LI 91 51 Til Cl ZI II 01 9 9 It 9 4 0 C Z Imum • _ nlluulunlouhlu6ullnulnulmlllnt1un11uthulllluhnt�Iluhulleluluulnnlunluullutlunhr11nl1h1ulu 11 cul a uullluln111nitluullullnldulllullb 111111 jlulIy111un111U47IIdunhnl�nuhwlwl�iuluii4uuWlllllu�nuhu�IWlult ._. A T•�•� '1 ', 2 /� MICROFILM Hk:recess CO. Y 1K�r (ij Commercial Microfilming, Processing & Supplies _.. _ 19 9 1 ..•wD? Portland, OR. Seattle. WA. J ... .. .., 4, „ ., ,.. , e.,. ..,,onl aided ,,...o Ha r..i,:µa .,,.h. o r 8.1 >•J 4 rllt a y.. • .« �a' ,Irl 1 i e,sI..1,Mp" IT 14 +� r r I ttATl3 01 VI't ! C6LLJ � z ILL uj co ' <z a (, ., 3av 101** ' H , :s « I I ` 11 � hI {I[I 1 E i I 4 ; L -.q W/slmr. LuPz� W � 1 O i I \ U. Z . 1 _ ZXA 6 1 -a GG, Z' ' 7� " ��! S��pR"'� i w ' �.� - — VT �y4 .,.} ' .'..J R �� ;K. Q a fK tT�'F'E'*X• �+"`" , 'f" 1 Z•it R,f�w''? 5 R�.iGG� TO�TA,,.� +�� -C rf �' 6y�v P. V l�• 1 S'+•. Y�.� � � all's l�, r' t 11 �".(,�V �1'. � � ��a l,'Gal Pry r c:.-� �.,, , '�, ) ',., ♦♦ � ', rRE^D5 a z < z W W C) W Q O H V a +► r ow i ir I y 3 r}- k d1!All ;� l Al 4 a 2 to cr+ECKI�:�Ati VLIJ .l r RFVISIpr�S sdrM1 JJ V�1 it r J 'u r•�iy4 1+4 WrWr raid,.' N'•. A � Eder Arcf,rc 'Hr SF PRAW,NAS APF INE PROPfn" ` Mar'nENBE SAIIU 6 ASSVC,AI ES P " SA,ANU ARE NOl PAN.kAN.N rBRE E1,ASCf EU '1 oRFtt PRIOR WR111rN " PFRM,SSIOt4 pr 1M SA PRINTED SHEET JUN 2 71988 M�tlek n optfe i A IoclttN Mlelunt�i n�lru/ring=ncorperihd C OF PERMIT NO. 88o'724 01 109 NO 12 OF 16 Il 1 rrIBrllrtWu. nx e«rM, `" _ '" I 1 f (11 111 111 111 111 111 ► I 1 1 1�1 1�1 111 r r r � 111 1�1 111 h 111 II 111 ill 1� n( 1�1 i11 111 III 111 III 111 I t11 111 1 I � 1 1 t I 1 1 I I NOTE: IF THIS MICROFILM ORANIND IS IT S LESS CLEAR THAN THIS T IS Colt N r of THE oRIo1NAL y �. oRIwINo. 1s fit 411 $1 , " ,I 61 I *I !1 III 11 61 I �" •�"'. ��NHIIHI " m1momm NOVICE CQ Ap 91 Comm@mlel Mlofotilfnlnq, Proossolnp S Supp1141 ► M .Ilr WA. �. I nd ON. � PoM 1 - , 'f,,, .. ... ..,_. .: ..v .' q,r., , « "!..N.\ S D' 1°$p....+ .. ��.. .. • ' ,.. ,.. .. � . r �a s. .�,:Js .,,nt «n ., , d ,,, ., ,�y00 0110 ,.. .. ..... Y. ...,..,..,.. a i., k ' 4 �w :STRUCTURAL NOTES ROOF LOADS LIVE LOAD 25 PSF V DEAD LOAD 12 PW + 2 PSF FOR BEAMS I V0110 '_OAD : 60 MPH EXP 3 • SEISMIC ZONE : UBC ZONE 11 1 2 3 4 5 i' 8 9 1 U 11 12 13 14 DESIGN STANDARD : 1986 UBC w/ oNt AMEND >¢ '� -• .�. � e --NY 0•-ic► 2a'-0' 28'-0w 2a'-0' 2a'- '-0'FORCES. Ow wa 211•_0• -- •-00 1: PREFABRICATED STRUCTURAL FRAMING f.ONNECTARS SHALL 8E AS MANUFACTURED BY S Ax" COMPANY OR FQUAL VAIN ICBG APPROVALS. d.,fir J � DIAPHRAGM F SM OF JKNLDING :: All STRUCTURAL AND MISC. STEEL TO 0E ASN A36-f1 k DETAIL,, 4 O , ` �' +- 'K 0--I-T .r .�. •,� j7� 1 3 7 0 73. FABRICATE, AND ERECT PER RISC EPEdFICATK�N 1978 1TATION. A .?360 _K • � -.23.0 K_ ALL WELDING MI STEEL TO CONFORM TO A05 D1.1-81 U:rNG F:70XX G ( A ELECTRODES. ALL BOLTS TO BE ASTM A307-82A. ALL WELL'S TO BE FULL t (• LENGTH OF JOINT UNLESS NOTED OTHERWSE. i I ( 3: ROOF TRUSS JOIST TO BE AS MANUFACTURED 9Y TRUS-JOIE' INC., PER IC90 RESEARCH APPROVAL FOIST TO BE COMPI t.TE WITH BEARING SHOES. BLOCKING, BRIWNG. BEVEL.% AND PRE-MOTCHED PLATES AS REQUIRED. - 460 TJF-28 -0 1 0 f_.._.__ .,, 4: SIMPLE SPAN OWE-LAMINATED REAMS TLI BE RITC OOMF�11�iATION 8,4 _ �.-- - 24F-V4.INDUS1RIAL APPEARANCE. EXTERIOR GLUE, AND CAAJ@n1 M 9 4 2000 FT. RADIUS. CONTINUOUS CR CANTLIV'ERED BEAMS **ALL BE ' I COMBINATION 24F-V8 CAMBERED 2000 FT RADIUS IN BACK SPAN WITH NO - INN CDX 32/18 N i I P CAMBER ON CANTILEVER. UNLESS NOTED OTHERWIS►.. IN RN SHOWN � I �7 N MATH 1 N 3: W)OF SUB-PURLINS SHALL BE DF/?LARCH, GRADE NO. 1, OR BETTER. S-0. I � �. FOR � I I I I 1 I � I I I _ — _ 6: SILL PLATES TO BE HEW FIR OR DF/LARCH GRAIDE NO. 3, OR B X r. GL x a. xVX ?7 «` B KTTETREATAND .60 PCF RETEN1KlURPER UBC SID H AC OR WA SALTS 1 7 FK. 4 -9 - 7: ROOF PLYWOOD TO ,9E 5/6". CDX. 32/16 WITH EXTYR10R GLUE. NAIL 6>l�L4 wR5.'_ ry pith (P, � ( 1 � PER SCHEDULE AND DETAILS. ( •"�"' ' � ~ �� - AT HIS X115' • 4N30 II 8: CONTRACTOR ;S R'c"SPONSIIItE FOR CONFORMANCE f0 ALL FEDERAL. SPATE. LIrE !) �' AND LOCAL SAFETY REGULATIONS DURING CONSTtUCTION. GIAW 460 T.P_2 J -0 1 f R-- - 9: THESE PIANS AND SPECff1CAT10NE AND THE ENGINEERING AND NESM -- _ `- wORK THEY PERT AMI TG ARE INTEa1DED SOLELY FOR TH,E PROJECT SPECIFIED HEREIN. DICK W. METING, MC. DISCLAIMS ALL S UAMJT i IF THESE PLANS AND SPECOICATIONS; OR THE DIE", 1 I I TYPICAL ( , I I I �' I I I II I I I ADVICE, AND INSTRUCTIONS THERETO ARE USED ON ANY PROJECT' CTR "1 It AT ANY LOCATION OIMER THAN THE PROJECT AND LOCATIONS SPECIFIED 1 I T ONE .P "1 I HEREIN. x 3 f x x I�.+Y faX ! e 7 a B6 HC � -9 fl h COLUMN REAC?'1©N SCHEDULE LOCATION (GRID) REACTION t TPP. AT 2-0 , 2-C U8 K AllII 460 TJP 28 --0 1 OC 1 4-6 . 4-C S.7 MIN 6-B . 8-C , 8-0 7a.a �C0 I CANT. i �, CANT. �I ' i CAI . ' ` 1^ -9 . 10--C , 10-0 77.9 T.- CAN 11-8 . 12-c , 12-0 n.a 1 I I 14-6 . 14-C . 14-0 78.2. X GL I x GL I X rte. b. X �� y� 16-8 , 16-C , 16-D 78 2 - - D 15-x! , 18-C . 18-0 79.1 I HC7LK I - 7 I I HC7- H -9 20-13 . 20-C . 20-O 78.6 �r x 01111!44.1 U i7 '�2-8 22-C 78.8 „ � N *37211w, I I I i I I I SMMPSON • 4N3'tX; 24-8 24-C 60.8 II I .� �.- - S I I 25-8 , 25-C 6.1 AT THIS FROM i� .�- t .. � .'�E?i"1� � Prf' I . 69.3 /VgArll tA?'�" >+Arx� 46 Tip 28 -0 1 1-U 15.7 _-- k 1�F41�1 ��A1CN E - _ _w 4-C 63.7 Z k . l ,�.oc� r>ra� `'S•t�a - 4� —J _`, 22-D 7e.e � .• � �� 85.3 y 't� JAMES E 9 i� ATSEE 3 - , - ��CTkI►� • • s N 0 T E • • s A1` TMS I�TiI F /,� S61` '6 , f'ILA•:A-ak aelnw v1't)Ro u1b KA, !JAI+r- ('� - © sce Tnlvlc T't C.or�aG L- CALCULATED DIAPHRAGM DEFLECTIONS ARE AP'PRO)OMATELY e'. - „ » �4 FIAT. 1f3t NAM.t F= S,9r INIMAIRC I) _ `�. ®® AkOvi. kt)T I LE �� ' PFtLNECT ENGINEER MUST DESIGN WALLS► COLUMNS, ETC. TO 2*4 A `+IN�M , = 54�` <I ® � � '�� -rYpl«L.. ACCOMMODATE THESE DEFORMATIONS UNDER EXTREME WIND LOADS. 4W FANM 7W. 2 3 4 5 8 8 9 10 2 13 14 NOTE - TO PROJECT ENGINEER 1: PLEASE ADVISE AS TO LOCATION OF SKYUGHT'S. W ANY. 1 PLEASE ADVISE AS TO LOCATION AND DEPTh OF DRAT-<' STOPS IF ANY ARE REQUIRED A IN d ,a 1 1/160 - 1'-ow 3: PULASE ADVISE AS TO LACATIOWS AND VRIGHTS OF ROW TROP �i MECHAtlCAL UNITS IF ANY. DESIGN SHOWN DOES NOT INOLUDE PROVISFON FOR ANY ROOF TOP UNITISE BC��r Az ti4'T'I°�U 4: TRUS JOIST SHOP DRAWINGS TO FOLLOW AM ARE A SUPPLEI IDIT TO THESE DRAYDICS i No Sf 1t a 0 18 22 25 nR V- TWAe.T/11&s# P %-wM10 N 0r 3v &". L O C_A'T E 4�1 j 4• NO LA9lwEX h►it/NS MV- NAIL V-NAIL SPACING ANCHOR BOLTS x x �No►Y �e-rwliv 2 �0 ISZS, CONTINUOUS OTHER PANEL INTERMEDIATE 5/8"0x12" AB'S 10, I EDGES * EDGES SUPPORTS -SPACING- x I 1 10d • 21/2- OC i Od • 4w OC I Od • 120 OC 24' OC — x x I SPACING I I I I ( 2 STAGGER w w x - _z,.sa 7y1JNE I ZONIL 2 ZONE 3 TONE 2 ZONE I 10d • 4 OC 10d • 8 OC IOd 4 12 00 32 CC � �1►�t:"�fe ,ANCNaR c.aY JIM 4s 3 10d A 60 OC I Od • ew OC 10d • Ir OC 320 Or. X �✓`Ply= 1'Ci:''E" ='A+N�i. T►+tc k►J �'S�'�, ll a d' iP+ �f -- - I x X � Al TJ P L A`I'o U'I'. /�l i Ci-�' P+�s ^I • 480 WOES OF SHEETS NAKED TO TJP'5 � X X ® �.{Ib +ICP�r' TRIS rz� y„L �F`P, �-19►sP>rl N07'E ' At_t_ NAILS To $C 1 od '��M^t'T �111d' I�+Nts> ix x I - Vlr'O O O ILAM r STAf�OEIt 1/20 STR U CTU R E S s l N C e DIAPHRAGM NAILING SCHEDULE �"'4 Hao Pordan ck OR(501)�-7M•Km%WA(M)251-!'x97 - ~ JOB. T16,RRO TJl�T1tV,IILkj- ' Ot� j CZWTL% _pkt"MoST LOCATION. "T 1 h,A%W z Olt AIRCH.-EKIFL M AC 116,'I F 9iiro� C M.. y ` 24 ,. ,'k f+ . ; ,1Iyp _.• ♦ .,-�I.....y .r.rJ.rw...R+l -,..•ir �an1.111w.r_ � . M�.JtAw�l.e'iM-+.v..n nrwwXu.mnY....-...:.n•nw...eM1M1`.•wa.W- ,. .wr.nY •w.-' -t �.�i. +d.. .M k 'oI II► NII III 111 rll 111 III 1111.11 (11 111 111 I(1 III III III I�1 III III III III III 11 III 111 III fll 111 III III III III III III III III Ifl III 111 tll III III 111 III 111 IIr III -'111111 � II � I � I � IIIi � Iill � llll111111 � 111 ,IIIIIIII 2 3 4 5 6 7 8 9 10 I I 12 M)-IE : I THIS MICROFILMED ••�0- - DRAWING IS LESS CLEAR THAN THIS NOTICE. 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAW OE 6Z BZ LZ 9Z SZ OZ EZ ZZ IZ OZ 61 Of LI 91 S1 101 EI ZI 11 01 6 9 L 9 S b E 2 1910121 1�!1 Ilulnllhulllllllllulllllhnllltll+ullllullullllWhlulul�hll�Irl:Irwullullll111uuluUll ,IIIUIIunIIUIInIl�llu� l�Ililllllllln111tI1111I1Iil11flllnl111lIIIfllufllllullulllnlluuLlltuul111ulllullfnllul111Iuf1111W1HI111�IIIllilu�11111111Iulnli�lwlln IRK C) MICROFILM SERVICE CO. APRT b.d 4 Commercial Microfilming, Processing & Supplies now 1. 991 Portland, OR. Seattle, WA. �d r i p.. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 25'-o' '-o' A-0' 25'-0' 2S'-0w � 26-0' 25'-0' _ 25'-0' 25'-Ow 25'-ow 25'-0' 2a'-o' 2s•-o' ~�C7 �C� - M M A x,r--N FULL > 73. �� [ '� PENN. _ _ ._... ..... _ �y'`l — ,.~: _�► .. �► -�. S7. 47. 42. X35 27xS ,a 1 i -b�Z I EQ 1/4. M EO -� I lox veNT , I PLAN OF BRACKET Id' T.P- 0 1 L4x4x3/8- SEAT ANON ' MELDED TO EI:ltEL16ED 1 COIF 3Z/16 PLYWOICD ! PLATE - BY VIEDOTMORS IN PATTERN SHOWN4 WITH 10d N LS I I I i I I SEE SCHEDULE F a X ac ' IWISM TIE STRAP --.---- �? ! . 6"X X cc. Ila _ I -� -7 4 - -7 _5 B WE AL I - S • 4wm2'--V �w • . ! 1 7/16- LONG VERT ZMr►!al SM b AE • 4!! ocAT TM PUBM UK TTED H an UK TSO � FROM TlP 20 46 -26 F—U—MiKIA70 11ir 'm 11 00 t ' TYPICAL `9 It I OUTSIDE FACE WALL AND CENTER UNE BRACKET: CMT. t e OF BEAMS. Ry OTHER PUTS 1 5/8'xd'x14' PL t t 1 + _4 TYPICAL AY OTHERS 1 1 1/2' x 5 1/4" x So END PL A b": X GL i 2 3 a!' x Q' x 2'-9 314" SIDE PL'S � x '� x 42 a b' 1�1 6 CL II x 4,• A i BEAM BUCKET BY --�' (7) 1* x So MB / OTHERS. NOTCH -7r ; - M -7 -O -5 C j OVER 7W PLATE. T -own P' T "'M 'T i 7t leiS� �, I o 2 ��- i II I11 ,31T�ICAI� 1 1 I 1 1 E 4 � - �x� �. �. p A> - I I � � � - I � � � .�_!- �1TU �� 4a Tip-21 PU 01 —w1 t �� I �, I , J p �t ' Ir- �frr,x �. + �" �L6 A r 4) ( I M� iML)AA Wr IUc�' L.E. b"� x CC x GL x 42 GL 'ST2115" TE • 4WOC r AT THIS FROM r1 HCJT MMMLb1E C x Q I N F 24 Nb Cl - 1 I �rAr� 1 w 4xto a3 N 1 �' j/ w� ICS d G 3" t .'fir - ..•_»_.+..»-...:w.'_,.. »_y..- ._.._..._._._. __ .r.. "T'6? DKA :- . • "`'V' l ' t �, �, ,fir © h In -A I k _ �5 I� Q i l .. i ` � I • • _. I [ M i E Cil.MQr1L.►.7►/E'U 1-v�1 C -1�t, 1� t♦� Q &T%% T.)P _ r FI SEE 3 BLroOrc JpMITS 1 �+ 'L7 c 141 [3410 Nc>R «, ►�e *4 ON l T �� 4&T z I N U��:..� �_ —• A4 �.� �a x 3 i 4 r r. © ti AT LJNE tM1N .. • _. (� ,� 2X4 T. 10d N1NLS r ''�2� �,_ z x 1 ' L �C s F - Its^ L� © • eo EACH Pfa�E. ' icK-NGS.. T'Yf�1c u y w 4 4,MG • � 13 .� 14 15• 18 17 18 19 20 21 22 23 24 25 � 26 F IL&VIME. 3/ 3 T�1Lk&TER AN CH O A ROOF FRAMING PLAN Z 3/4 O r � 1'-Ow .�I�II EACH .I� y r w PLATE ON .o�c s Rtrr COWN. SOMS ULK U!"Im"m t" owmm au 2-D 26.7 K 0) H07A • {, • • • . • .�. '� . 4 1 o071 RODS Pte. TO BEAM IN (2) NOW 0 2 1/2-OC r TYp t�uN+ $IMP1" QLT HANGERS SA Al L OW--UM BEAM � WE PLAN �} F'�►-a`a"�'fF. �'�N ow'16E �F 1� 6-,- 21--l!b �IPlON "Mal n a ,. �2�M'.1. �F+f*.r�.s'aE.',, \,:��°" �.r-•I i l Ml� (a► _3 �f.3 w' . N(•, NENY �T16.i 7r, (,e JCl3 4 -/`.R, -9 DETAIL WOOD-LAM STRUCTURESr INC. � #+ Portland,OR (503)239-7276•Kent,WA(206)251-9787_ Job T1C ,a�p STR Q,yT\ C)tV tJTf:.Q PAC CQUS"i LOCATION "r: c, Atli) OR �/ �� .zl 9��► o ARCH -ENGR M Ac.K .t^J Tib\ 13 y�'F BFti�F CONTRACTOR 1�.L. GR; .+r.►v CO WST C0 • --- b DATE J06 NO SHE E T i.�• tW;� i.� DRAWN BY J �_ ti. -- CHECKED 8Y 'bWk: DATE 3-IS.o 8251 2iJ� w.. - t( I(I 1(1 1 1 1 1 1 1 '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I I I I I I 1 1 1 1 1 I l l l l i l l i ( l l l l l l l l l 1 1 1 1 1 1 1 III I l l l l l l l f l l l l l l l l l l l l ? :,e�+'>. w._.;w,....._._ _.. __'_ _.._...- .,,,••.. 1';•,,, , :; ; ill ,• _ I ( 1 ( 11lI11t � lItllllltlllllllll �Il � l � i11111 ► IIIIIII ► IIIII1 � 1 � 11lI111111 ( lIIrI111I111I111I1 � NOTE; IF THIS MICROFILMED -- I 2 3 4 5 6 7 - 8 9 IO 11 12 DRAWING IS LESS CLEAR THAN Nc THIr 4i THESQUALITY.OFIIS DUE TO THE ORIGINAL J DRAWING. _ ` `r OE 6Z 82 LZ 92 SZ 102 EZ ZZ 12 OZ 61 81 11 91 GI b I E I 21 11 01 6L... 9 t 9 S� r b EI-- 2 1 31ELIN nllutllnnl1n1111uIInllnnln1111ulluullu1111111uuluuliu�hullunlNuluulnulunlUUIIH1Ilullul1l1u111ulInIIIIU 1111111►II1u1Ii1111mIIn1111uIlUullullunluululllulllllltllllllylll11f111u1�In1IIIIlIIIIIIIWLLfnthll�IlU�1,11111l1I1JIII11111111111WIIII �' APRTT MICROFIFLM SERVICE CO. 41901/ COMmerclal Microfilming. Processing & Supplies Portland, OR. Seattle, WA. y xk ,., ,: ' ti .} •;,, :.: .. „ _. ' V., " ' �' #" -�' � � :,.>Y .,•.'� ,• , .'Mr'• � ''�i ,� ' +s,', ��''y' '.M i'�`f" , A r}.. :.x , ' ,< \ f- ,,;•. f , I ,, :,1 I ' ' M.s••r.• ,p'•A ., " ;. r u_ ♦ I y';, .`:.:Si ,i.., - .. 4w 4044 To L)witos, • 1 /2" CLEAR GLU--LAM BEAM BEAM 'SIDE PLATE BEARING PLATE SEE PLAN WIDTH _ _ THICKNESS _ y WIDTH -x THICK'. ------UAP TOP OF- BEAM FOR HEARING PLATE � r-- IAP TOP OF BEAM FOR BEARING PLATE 5 1 /8 1 /4* 5 1/4" x 3/4" _____..__. _ GLU-LAM BEAMS 10 ._- GLU•--LAM BEAMS -- `� BEAM HANGER -' DESIGN D 8 3/4 3/8N 8 7;8" x 1F 1/2" _ 1 SEE PLAN FOR SIZE __ I SEE PLAN FOR SIZE AND SUPPLIED BY OTHER 10 3/4 3/8 10 7/8 x 2 1 - � SEE PUN FOR R A ..--- _ .•_..__ ._.___.._----....__..__..._.__ ._._._..-.._._._ ._.__.._.__ "` r T _ ,, R E CTIO L I I I -" RECUIRED FOR REA TION(2) 3/4"0 MB IN TRUS--JOIST "TJP-- COLUMN i I I 1/ 13,/16"x1 1/2" VERT BRACE" AT ONE PURLIN ' Fcl=650 PSI . SLOT T EV HOLES. EACH SIDE OF COLUMN I 4, '1 1 DIAPHRAGM CHORD STEEL r 611 GLU--LAM BEAM DESIGN BY OTHERS SLE PLAN FOR 1/2" � SEE PLAN FOR FORCES �_ -�� _--� SIZE AND REACTION 6" �- SIMPSON TYPE 'HC' HINGESIMPSON--- --� ' TYPE HC3T HINGE CONNECTOR INSTALLED AS CONNECTOR INSTALLED AS " MIN. OR AS = 11" SHOWN - SEE PLAN FOR SIZE L PLACE BOLTS AT BOTTOM SHOWN -- SEE PLAN FOR SIZE REQUIRED FOR REACTION _ _ of SLOTTED H0�_ES TILT-UP CONCRETE WALL Fca=650 PSI / - DESIGN BY OTHERS \ (4) 3/4"0 MB IN � 3 TYP. HINGE CQNNEC�TiON______ _4 r � 13/1b"x1 1/2" VERT — COLUMN AND BEA14 -- _�±IIN •.:E, CON,J. W TIE _ 1 _ AM - •WjSLL DET 1 L _ SLOTTED HOLES. SEAT BY OTHERS 3r 3/4' ' t'-0' �''''"` `3 3/40 - t'-e �`♦ - 3/4 - 1 —0' 2 ____, 3�EAM _,-_ COLUMN DETAIL_ _ / 3 3/4' _ V-00 • ___ ._ __.-- c. Ml�"«��J`�/pro L�;hu�l�{� •� N• 10d NAILS AT 4"OC EACH SHEET DAP TOP OF BEAM FOR BEARING PLATE ` I ZFOR RRST 48" FROM WALL NAIL PND TO PLATE WITH P _ACE NAILS USE CLOSER SPACING WHERE 2 ROWS OF 10d NAILS �1" FROM SPECIFIED ON DIAPRAGM AT 4" OC EACH ROW EDGE NAILING SCHEDULE OR PLAN - `- GLU -LAM BEAMS -- IN A STAGGERED PATTERN` 1n I SEE PLAN FOR SIZE EACH SIDE OF AB LINE. 1/4"x3" PWD FILL STRIP I 24 GA x 10" SHEET METAL 4r PT PLATE 2x4 SUB-PURLINS O 24"OC IN TIE PLATE UNDER TRUSS GLU-- LAM BEAM PLACE BOLTS AT TOP SEE PLAN F^R AS'S SIMPSON "F24" OR "F24N" IFBEARING ANGLES. NAIL SFE PLAA OF SLOTTED HOLES CSK 2 11VO x 3/4" HANGERS P BEARING CLIP THRU PLATE. SIMPSON 'OG, "" HANGER I Lev t�-cz 7-o � Fwsm TRUS--JOIST "TJP" N _ GER BEAM WIDTH PLATE WIDTH SIMPSO 1-HC3r HINGE W ITN ' /,'F' of c°"c-' PURLINS O 8'--0 1/8" OC 5 1/8- 5" 1NP�lL. SEE PLAN FOR SIZE / " / " CQNCRETE WALL CO;NNEC,i"0R NTH MODIFIED 6 3 4 6 1 ? TABS. SEE PLAN FOR _ 83/4 8 1/2 BY OTHERS SIZE10 3/4" 10 1/2 DIAPHRAGM O'HORD STEEL DESIGN BY OTHERS 2x4 SUB-PURLINS O 24"OC IN SEE PLAN FOR FORCES SIMPSOf�, "F24" OR "F24N" ' TILT--UPI CONCRETE WALL HANGERS _ �, ;`• '�� DESIGN BY OTHERS ' TRUS- JOIST "TJP" r1O T �� Ar,► � -�t -rNi I_►w s� _ PURLINS O 8'--0 1/80 OC 3/4• .. ' --W ....4s 5 SPECIAL HINGE, SEE PLAN FOR SIZE ' . R DETAIL ,Y a/� • �'-o' GLU-LA BEAM - SEE PLAN . �I 2x8 RIM w 10d NAILS AT 4 ,aC EACH SHEET EDGE DBL 2x4 STIFFENER -- '' r " 7 �.,H �r- P D�TA1 L AT B�AM� !r-• Iod NIA, v� 2 �"cam, ate. r .FOR FIRST 4,d`' FROM 'WALL ' p T �Y1T' f USE Ct.OS£1? SIPACtNG WHERE 3/4' � t'-0' 1 E� r-�l:�Z' •(oil flgc � W�.�.- R Ric �► II' ` 10d NAtI ,S SPECIFIED ON DIAPRAGM AT 0 E.I�fC' NAILING SCHEDULE OR FLAN �. :� �1 b��IR� ,NAii..M�Ca IN i�4 x\ N " sht.- pwv To !.'Si7donz VV/ 2' R 010 SIMPSON ST2115 AT 48 OC ICI d a � R.IwtJ- -N��tr► CSI"-' MML-S 4� 0' %*1 I _ • °, AT THIS PURLIN t NSE ONLY 2x8 RIM TRUS JO x 3 p s=tt,q�. 4;mp SUB-�Pt1t6M5 r 24"M IN ;„ ' .�� ' ► �, i�PSt)N F24 OR F24N 2X4 BLK G NA LED TO �►� fKA� ANGEAS ~''' TRUSS CHORD W 2 led. ' . . 5 ' LI PER BLOCK • . ;f ..` + 2x4 VERY AT 48" OC FLAT M�cx � rt�b vh►us `!'I✓ �` C ��,F ' ` -�t •, .� �' . I �. � I' '. .. TRUS-,101ST "TJI''" NAILED TO TRUSS CHORDS R�-�cv`� . ✓.o, I''�Q,,n � DIAPHRAGM CM EL NURUNS /� S'--© 1 b'` OC 111tI11H (2) 16d EACH CHORD >✓�I a.�Na 0. �_- •J ! Mir, 1 ' , 4: � .. , I 'G' �, •; DESIGN 8�' OTHERS , SEE' PLAN FOR 512E off, r SEE PLAN FOR FORCES , ' • yp, ,� t K `I �.,•,' 2x4 BRACE AT 8' .,.. BLOCK ti , ALL JOINTS P1►•<i ,. r 5 r TILT-UP CONCRETE W (2) 16d EACH END � , r .•, ,.; „, , DE5IIQN �;'� rOTHE�,3 •.G•'pt , . ~I Y . � y ,` .. �`:� . '1 1 . '� 4'r .. " 3,.''ai f y ,. I t Jr � i y h ',•^ ,: t h , i .t; •.k, 'F,.. - .. -� ,. � 'Y'•-r r .' r A j, C/'-• • `_"T'♦W+• FSI+ V�/�� . , XCONT. � 4 �riwE� r .r r. .. ,. - ' ' ., q 111,. .rl •, r• ,r , f ! yrs .: , 4. , ;Arh�': ,t"� { scat k e ,. "4.: , ,.. ': , , , ,.„ � ' •-. D e r � �• .•k ,, , , Ir I V. { I :v r A •IP ti A :1 k\ A M � ,r • ,- •y 1�1 'I: _i!'r. , 1 + .,/14. Y't • 'rr. : M i cil Qr , r , os ,� Y. V Y. , o! A, F 1 ;k' 1• , l 1 + .�:, ,; •,+ �. kit,. r r i • t , F , 1 t i \ A, 7 !i b' 1 ,r. ( .d. 4 4 l 9 rt 1 i 1 ''1 t y i• 1• • S it •R' 'V f' i y 1 t , u ,' r• :l. p K 4 Y,• zk e u , : 1 ar• , A y ,F r( r °M { ! •YY i Ag k 1 r t , 4 I tt �: 4 1 i A 9. 11 v :': ,' , :> •ja :, ', A A' -�r, lig'° ..,, r. ^ d.'A } 1' r '�, •y` ' .,fir,' l *y ,.y�Ji'.rr�Yl.:?. ' r A— , n 1l111!I►�1111111IIIII1111111IIIIIIIIIIIIIIIIIIIII1111111IIIIIII1I1111101 1 Jill IItlIIIIIIIIIiIII'II�!VIII!IIIt � IIIIiIIItIIIIIII11111I111111!IIIII }IIIIIIIIIIIII.tIIIIIIIIIIIIII!!IIIII!IIIIIIIII! � ''". — "� f NOTE; I F TH IS M ICROF I LMED �� —I' 2 3 4 5 6 _ _ 7 8 9 10 1 I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO i THF QUALITY OF THE ORIGINAL DRAWING. 0E 62 92 L2 9? S2 b2 E2 22 12 02 61 91 L I 91 Si I b l E I 21 11 01 6 9 L 9 5 b E 2 iNII11111111111111IlIIIIIIIIIIIIIIIIiII!IIIIIIIIIIIIII11111111111111111111111111IIIIUIIIIIIIIIIIIIIIIIIIIIIIIfIIi''IIIIIcII111111111IIIIIIIIIIIIIIII!IIIIIIII�;iIlIII1111iIllllllllllllllllllllllll11111IIIIIIIIIIIIII�IIII111IIIIIIIIII�IIIIIIIIIIIIIIIII11L111111111IIIIiIIIIIU1111�111IIIIIIIIIII111111111' MI(VOtilI M tiERVI('f': M. APRT", 2 Commercial Microfilming, Processing & SUPPIieS ' j9Q1 Portland, OR. Seattle, WA. ,' ' g ' Y; � �: .. "."�• �� :�'�� ; -��:�r.,, ^ a3.•,'s�.`".:d>�4liM..:lrr► � �',: M-;.�'.., f � ,' ,�,y, �:. -a; .. - IN MIN._ TENSION LAMS ON MIN. TENSION LAMS ON `DEPTH' TOP - LEFT END) TO -- RIGH END s ii O MK B2 ONLY NE END WILD RIGHT END r . 'LENGTH' LEFT END SEAT CUT SPECIFICATIOIva SEAT CUT 'DEPTH' DF/L, COMBINATIONS AS NOTED INDUSTRIAL APPEARANCE EXTERIOR GLUE BEAM 91CJl�D[lllN - S1JYCl a Oil COIN97Mf" SPINS' END SEAL ONLY 6>RAOE �+ CAIIDEtt LOAD PROTECT X, (MIN. TENSION LAMS. - CENTER ON BOTTOM) AITC CERTIFICATE »< 52 6 3/4 x 31 1/6 SIF'—W W-11 3/4` 7000' It 4� r • 614 6 3/4x !7 24F-V4 l7-6 3/4" lD00' R 1 LENGTH 3 V8 6 3/4 is 311/2 sw—W 3T—N 3/4" 7000' R _ I Olt 6 3,A x 13 1/2 24/—V4 1r— " k t' , " 6 3A x n 1/9 !4F-W ZT��" 2000► It s AID • 3A x w �w �'� 3ww R B.1" SCMDUZJ - ZWAVI.Jt' Cd Iff?Z V1'JW T CUTS IDN. _ I � �„ $�� '� �.,'1 M �,-�..,�,.1 R I�t'A YAi1K (�DT�1i x/ E�Tti) GRADE S13.NIJTii. CAMBER a r r7i w T END TCP LLFT RIQt BOTTOM � h . 3 83 6 3/4 x 48 24F—V6 6o'—v" X1 7 1/6 x 1 PER DIAD. 22' 221 sw 3 06 6 3/4 x 42 24F--VB ?2'-6" 7 1/9 x 1 7 1/6 x 1 PER L,AQ 22' 22' two 3 D1 6 3/4 x 46 1/2 24F—VS 72'-6" 6 1/0 x 1 6 1/8 x 1 PER DIAD. 22' 3 N 6 3/4 x 42 24F—V6 661-v" 7 1/6 x 1 7 1/6 x 1 PER MAIL 22' 22' 60' 2 r11 6 3/4 x 46 1 24F—Ve V-6" 6 1 , / /2 /6 x 1 v 1/s x / POt olAa z<� 24 60' t Bt3 6 3/4 x 43 1/2 24F—V6 W—e" 7 1/18 x 1 7 1/9 x t PER DIAQ 24V 341 36' 'LENGTti' 2 IMS 6 3/4 x 46 24F—V6 6T—O" 9 1 / /6 x 1 0 1/e x 1 PER DIAQ 17 17 So t 12 RISE r LEC/ 'TOP SEAT CUT' 'BOT. SEAT CUT' LEVEL NO CAMBER DEPTH LEVEL .UEC' 0"/_ G» 0» OW END WILD 'FLAN ' ' 50,--0" 81-6w s 200 R. JWAAr StC 'DVI. ' - SlilPLE Oil C10Nr'INUWS SPANS' B1 CAMBER DIAGRAM �� ) Haub otMelf�M1 14K Oar Tim ev CM ONIM ALL CUTS CAMBER � (UM) vc i t/r x r li►-w 71W 7/16" 3fl'-T ' o�aNe � 2OW R NO CAMBER NO CAMBER 7hol 7�1�' ';jt I 1 IIS 1 NINE NdNQ ZO1c r�� Ow r 0» Ow Ow t k Y ° 2000' y 501-0 w +,� �:`' •MIN. TENS. ON TOP 11' Q" O 83. B5 �C B7 8'-6" O B3 811 do 815 8 -6 O 89 do 815 1 N �x 11'-0" O B5, B7 ac B9 'SEAT cur w h 12 -0 O B11 B3, B5, B7, B9, B11 do B15 CAMBER DIAGRAMS .s 'DEPTH' NO CAMBER NO CAMBER Ow — 0" - 0» 0" (MIIN. TENSION LAMS ON BOTTOM) ,1. - 2V0 ' R. 12'-0" 350-0» 81-6" BIC" 91C"Alzi _ #IM�ati! Wffft 7r�t w 813 CAMBER DIAGRAM wM,,i' A x 41bI1DL O�fi. :t60N MAT OUT CIM�Ot ON TOP ON DOT w a 4/4 9 401/2 s -vD Sr-tt• t/r t Pay 0M Ir ta' ti .• f» '' � � c:M►bd�:-�.. Fit. `.,E-IT' I µ•ti. �/'SI�f3 WOO®-LAM STRUCTURESS INC. Portland,OR(503)239-7276•Kent,WA(206)251-9787 "a r J06.T4r mar) t71vTRtAUTIOOJ CewTiv • pAyC'CRt�G"C LOCATION: T1 G.qR t CJ!i� ARCH.-ENGR,. lvkAC.tiCf�11Z SA. ro St P'. 0C, �.,,, CONTRACTOR. N,.4. G► *� C.v JQS T 4L0j f DRAWN BY' RLtj Q�►TE 3 �r X08 r SHEET CHECKED 9Y: Lh► M�QI V sum 1 t ,'° �wv+o. .rr4,:we,vn,m�•>vr,,.�.mw,..avNy�c:.:.n.,..,.x.._. «r...+-+. -"J"""'/IIt'w �w•+11wM,Mr.+.w++.www ,m .. +aMril�al.,, ,: ��*x..lA1,MM6Mw01rWi, t'^F�" Z,,.E... ,». _....+.«-.._ ..,,.«,. ,.�.,.r�ww,..a, --•-K.».,. MMw'nal!etWM,� JL - ,1'�If�,ht 'R•''r.,.xz:.:1�INtDfiK !�+k��.;,•.wrs„�a.:•ans,..w.:n+w,u.....-.. ,,.. .. ; ISI I I I 1 III'111'111'1'1'11111'111111111111111111Jill 11111111�111110111111 1111111111111111I11111111111111111111111111111111�1111111+111 11)111111111111111111111111�111111 . .. _. .__ _ �. . _� / NOTE: IF THIS MICROFILMED —�----I-- �—� - 2 `3 4 5 6 7 8 9 ib _ 11 12 � �0 DRAWING IS LESS CLEAR PHAN THFQUALITYOFITHE IS ORIGINAL DRAWING, QE 6? 92 LZ 92 SZ tr2 EZ ZZ 12 OZ 61 91 LI 91 SI tai EI ZI II 01 6I.•. 9 L 9 SI--.• ..b Ii; Z 1"M11' fill 111111111111111I111111111I111111111IIIIIIIIIIIIHIIIIIII111111111IIU1h1lII��11"l11111111IIIIIIIIII1U1I11111111111,111111I11111uIII1�III I1114111111 RinI"l111u111Iu111111111llnn limbio1W11111IIvAi11111111111111ulllul111lIIwIH13111111uuI1�I111U11Uu111111nllliwlttl MICROFILM SF:RVICE�: CO. Commercial Microfilming, Processing & Supplies APRII !_j 24 1991 Portland, OR. Seattle, WA.