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15860 UPPER BOONES FERRY ROAD BLDG 15 r r; 3 00 W d tpw,C,caF`v - 08Pu N0 L. O Z SITE Z 0 CLWHO 8 Ot3P N Nd IAAk cr_ p Z e * &L oBp I C14 QC w P8C 0 CL qp 117 \ \\ d s cc �0 \ 70 r VICINITY PLAN 1 1 BUILDING 15 EXISTING RAILROAD Ch \ SPUR Z 9 -� r i►. low I -e�Y�OT e c;, = -— - - - m Z \ I �. Ar�oDlEb OUT170eiZ �jHoEBalt I r �• \ i O � � w m \ cc s O 01�'. y 1 r1 •V I , (9) 61A.LI.em LL ql•o' 4(1) H.C. CL 1 _f' (11,-;,7,-wcj (p q'-o" + (1)H d-Io" v y o. W 1 fro •o" 'll � •c' c^ CO) 1 _ I I t i _ 1 i s° — - ----- ` ----- - - S.89 '24'24' W m I \ 202.50' ---] -- -___--- ---- - I .- -- - - _i r-� _� \ I/ISr/,f•-7 le p \ APPROVED FOR CONSTRUCTION CITY OF TIGARD �( N . REGUT� PERMIT N08-&ZZ43SITE ADDRESS�S ,.,� _ �lJCt f-•y /� -Q �• ' — - --- p - -------- - ----- - \ B —_ TITLE(>PL. _ DATE/flE?Z,59 !r nl• (1� 4, I BUILDING 1 3 -� - -- ---- \ DATE: 13- _ - I A i NI WASHINGTON CY KEG Nla F "r '•1`'Tl�ICr 1'd J. 1 CHECKED BY: 1 II I p 1 u'- I ' J / 649-r5D7 RE 10.0 j g •0 204 -C e, CJD ' \ L INE VISIONS: F :; l' ,. rr 11 �• I -- . 0 _ Y AP"ROVED 1 UIRM E3 N.89 ' 24'24"E - x� _ ,.'rd RE t11�ED >G I o 1 63,65' -1� I. , I R F ;A CVER 0.1 LE rED 1 I 2•UI'UI4AS GNG CO"f' C 1'N I 13 v I I O•d 10•OI'e. KA•.IIVI + J I l I dJ -- -- --- - _ _. _ -- -_ N.8y'24 24"E 1`------- -- - - --- -- --- -- --- -- -- - SITE DATA 419.82' •o" t (,) N.G. ouPjl'O `1) au•. I � 1 ® � ry 13- q4-o lI-o I 20 .0.. �o-o ,._.,""". • -- - #-- – SITE AREA 131 ,417 SQ. FT. 3. 10 ACRES BLDG. 15 AREA 18,750 SQ. FT. (930 SQ. FT. ADDED) 14.3 % COVERAGE a �EwL qIGHR AESE"D"`p 1 TNElE "RAWIN.ARE THE .Ropt"OF BLDG. 17 AREA 22,532 SO. FT. ( 1882 SQ. FT. ADDED) 17. 1 % COVERAGE fir".w , ,vM,i�Nrw PRM WRfrTN WS°.•I1 tlF u;4 SITE PLAN LANDSCAPE AREA 24,242 SQ. FT. 18.4 % COVERAGE SHEET Scale : 1 /20 " = 1 ' 0 PARKING HANDICAP 3 SID 1 STANDARD 141 TOTAL 144 RATIO 3.5 1 •1000 01- Z JOB NO. _ 288532 1 OF 7 AS RE-ISSUED FOR PERMIT . 1 - 1 -*1-a2-- . .0 MMMI 11111`1111111111111111{111111�I111�111{1111111I111I111{111'11il111�1�{IIIIIIItlIIll Jill 11111 r,1111111{1111111 111111({IIIIIIIIIIIIIII{111111(I111I111{IIIIIIIII1111111I1111111I11111IIIII11111 ' r` 7 2 3 4 5 6 7 8 8 10 _ II 12 • NOTE: IF THIS M IGROF I LMED - I- '--i — - ---- � DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TD THE QUALITY OF THE ORIGINAL DRAWING. - AE 62 92 [Z 92 SZ 1ti2 EZ 2Z 12 02 81 91 [( 91 SI 10 t1 g) of 01 d 6 [ 9 5 ► E Z --' �nlhnllnnhnlhnlhnlhm{IlnhndnnUulhn►hmLluh111�1uh1►1{,nllnnbnlhnlluul►nllunlu'►{»nlnnlnn11�ti1Iu:d�u IIuJMII{ml�nnlnnluullutlu111unlu..InnllulluulN+I{uulllldmdn11hu1bw�tuluuluu�wllllltlnullut�tltlull APRIL, 11 1991 . wn.o .�' Y r r•" .':i,r �' r+•-_ - r -. - .. ....._.._..r..._ »ailLrw.._-:.. ., - -' Mls-- .. ..,..::. .r n:: - .. x. 11h ,4"p^ nfq1 was" n ,w f.:;•n .s.0 q.�tm.- LEC3E� ;:W�* _fIK. WA.� .. ......._..... ...r...•......... // 00 • ,• `tr<1� iN� ? ,,� r•ter.•.a..s+w rrr r+w.•rr r +• /,.., svt I iT I►.fCn 1hw1rNLy 9<W%^ assets,••--•..�.... •...........a•.. // I '•'• I(.t/ �xl SI"IN a WOW aRA,Pl ........�.........«. �1'.,.........I.......... so \/W AC�M 'f IC M+I�T��. •�ar��i�r �rlrrr��ar�� o / �,.•' NdW 101" WATIR�. •r.r•�••�•� �er-•�.se• 0 // ,.•' / says Shr11TW-Y 'iEAWK �e1�rw�l 4,4j�rre� / Mlo �•.•,'•� IN�/ \ �+tt�I� ~ A tl�� Jig S'rnw119119ewe•enw• � 0 4C / /� •,• / \ NEw r_ArcH bASIN ' +� .•' , New CLEANOUT Qs.O �� ,••• I�� \ N!W VrtiVMkA SPOU T •1-IF" •,. �XIbT FII[ff YDKANT � FN �..•,•• \ NtW rIKE HYDPANT Y FH idol w t� 0.4 so N0TE5 V CON5TKUGT STORM_ MN __...._ . //( �,.•'� � '�/ \� \� \\ c•�r�_ '� 00I.E. IN 13.5 (15"-EKIST) V6R4FY / \Q� I* ` 1. ��-! t�II+.;IMUM 6OvOVER,COVER, ^l.I,. Irl^ R 1. "f� 11.jFS I.€ IN 153-D (15"-PROPO0) / V/ ,.•' LE OUT I:J'S (EK15T-1•j" VERIFY / •• \ 7 ^\i-L. WORK SNCL 1. GO,JFiOKM TO UtJIfORM f'LUM131NC' GAGES 00 3. Me . &J!L-vI114 FSR IPL-Al-45 FOa RAIN PIWI N L a-A�TIOIQS % f ��, �, LX19T UTIL.ITIESSHALI !!� VBR1F'IEV ALTO l.c7c�TIbN� 3ILG,� il.6d. // ,, ` ���.i `•�' \\ �h NO-TIFY THE ENGIMtEK OF ANY 17W_KF_PANGIF_5. i ///•'•1�i1 x 5 SAJOTAKY !SEWE,K 5EKVICE 'TO DE VIA E'11I5T. 5.5. CONNECTION • y {• To FUDL,IC SYSTEM• CL cb - RIM 196.1 in •'' \ �� BUILDING 15 \ EXISTING RAILROADOl G"N t 1.0 70----� •••. I E I " •••• / FIN. FLR 141 � \ SPUR Z � � V ` I�1 ac <✓ 1 go 1 • \ Z Z IL 19 0 \ J.�. ''�'n.y 4%. K 1 - _ v V .We 1 'A W 1 • x \\ s l • � � s Ito rn _ vn r J � . � Is Is C.o �. �0. • 11 K V X\ t( \ X - IsLA \ 1 K I.E.(m)%70A S� r "� - — -- ----- -- --- \\ ti1 ••• ��- ---- �c.of47• .tip' \ 1 p e a_s. 4'24"w -- x e — G ~ IPM 157.® ``\ .� ►L f�"1 1 5 v _ -- -\ L #2301 I �- NA u v V x x\ R. WOODS,�eO� .were •e�.eew•et•� �' ' ` V \hen n * .* 0 NIS �W !I , I �OR TLANO, OREGON • BUILDING 171 DOW 158.0 15 RIM 197. c LIE. 155.6 XFrA •' \ N C.15 C KIM 75 1 ' x 1 to I5C x �, n�� �.•�• ------- _. ---�-- K N.O 'Z424"E 1 _... ......�• -- G N' a 7• --� d „ Y �� M < V I • - -__.___-. t ,.._.may• a Ib ( It, �• Z.2 7• tJ (1eO I ° 6 L'1w lO I mmIgloos um•ue eu• •u1�}uu19u•u19n1911un19nnnm uwmn19uu19nul•1 nlenuu eu19lnue•• loll • tome 181911111 191 ` nue 11160• i1e•1e nnee*ne* ne i O \V K N.e1 24'24'=--- - - - �+---- _- '- -- _ _ _- --- -- \CIb _ 419.5 2' I.C. 153.4 � . RIM 1-31 .3_ \� - --- F.N. I.C. 197. I� I.E. 1401,t 0 CONT>R• TO VEKIFY SITE PLAN r I� Scale 1 /20 " = 1 ' 0 S D2 2 StTI• I t_.I'.111 I NO. 813::..:14.1. O 7 — ` 288532 —89 AS RE—ISSUEDFOR 1 - 13 �L. .- .... .s .. - - - il. ...3ar- '7A......+w�u• �� .,.i• - .., ...yv ..• n.....•,y. ,Yx . ' { � i ~11 I I I I I` I I I I I I I ( al I ( I � I I I... 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AE 6? 9Z LZ 92 S2 ►Z E2 Z7 12 OZ 61 91 Ll 91 51 bl EI 21 11 01 6 9 L 9 9 h E Z Ir•"" IhN1I1N111N1IH1111111I111JIN1I1N111N1I11uhI1111N111111I11116111I11N61NI1N1hI111n111mdm111InIm16111I1H1hlnllllllnl►119111191►1,nllnnhurbndullbu,Innluuhulhnlb„IIIc,IwllNl�lll►Illlllllulluuhu,l�n�nallu,b,ulwrluu611,lunllwl,lll APRIL 11 199 1 z r (0 aCLW 0 wO ( I In � W \ W z � F' w 0 Ul � N� �1 2 � 4� 5 6 � frg 7 8Zo ��o • ( 1781-6 1/2 W m O u i 30'-6 114" fes... f __ 4 " -_ --- - 24'_ 7,. - - - - - 7,. 7" 24'-. 7" 24'- 7" 1/4 U 3 Ca It vi LIJ T ,I moa Ln A + ELECTRICAL --- ROOM I 00 ti 12 0 To- Y C; Iz•28 't3� W e - - + - + - + — - - + - - + - o., Z O r 0 600 + 00 V DOCK TO Z ALIGN WITH PARKING LAYOUT �' a EXISTING BUILDING I I I V z d C (3 � -- W L!0 r— S.F. eRlcx 1 2 c _ --- - ---- -- - - _ - - - - - -- --- - _ - - - -- -- O q COLUMN -- - - — 10 F.F. 162.7' to ] LINE OF NEIN WALL ABOVE -- i C3 N I A3 3 (� d + - + - + — - -- � o O A3 # J a ;� AREA OF WORK ' N 'LLF� I -- PORTtO1 OF EXISTING BUILDING SHELL TO BE RFM ED ILL PJB C� i 10 17 OE 10. RPp\� I o 18 � f C� 6 -� 16 `Eq.�/ t i 700 /a SOON DATE: �f 10-- 1 —88 DRAW EQ. - � 2 3''�r u 1 d Z Z�• M G V/ a P P A 4.,. I 2,000 �. I � GGI.�r'N �`•�- by-- � � �I 1 CHECKED BY: O.S.F. BRICK IZ 'Z l G I PA �5.9t� �� <�j REVISIONS; F <A3) 2 �s. ! I• I'Z. I T. r- � l' � J '�• 1213 lb J � � 1 a t1" -a' �� ll 24'-7" 24'-7" 1'1" 80'9 1/4" 97'-9 14" _ 1 , 4ACKENZIE/SAITO 6 ASSOCIATES,P C. 10".ALL RIOHTS RESERVED THESE DRAWINGS ARE 1HE PROPERTY OF ENZIE/SAfT0 Al ASSOCUTES•PC (M/S 1!�/ 1A�)AV(C�A(END ARE NOT TO BE USED OR REPKO LEGEND BUILDING 15 FLOOR PLAN KEYN o -rEs DPRIpR WRIT�N PEpu R3�NOFT AI7SA THE ,� _ 01, - _ SHEE1- 1/B 1 - 1. BRICK VENEER WALL SYSTEM. 14. ROOF SCUTTLE ABOVE SEf; 761, Q EXISTING DRIVE I.: DOOR 2. BUTT GLAZED WINDOW SYSTEM. 15. 2X6 AT 1'-4" ON CENTE 3. T.S. COLUMN TYP. SEE FOUNDATION PLAN FOR SIZE. TYPE 'X' GYP. BD. EACH FACT; __... I j.� 38 A 1 4. BRICK VENEER ON EXISTING CONC. PNL. ,�1�5. h,ieL,.E IrL�•(�, EXTEND TO, PNL• JOINT. pp�10 r A.L.T•(W."rc r N M, – W-rit 8: bdWNS'PnUf. EXISTING. \,.� cto-o"IDS/+I.i. PRIL r-� Foag 0 0.p R D 7. SHEAR WALL 8 C.M.U. WITH BRICK VENEER. -�.�..,.�._.-•� _ �E S. EXISTING 3'-0" X 7'-0" H.M. DOOR. J "" " 9• DOWNSPOUT. „oH NO. ' PERMIT NO. 88214: 10. EXISTING PANEL TO REMAIN. 11. LOADING DOCK P288532 3 O 7 12. SAWCUT NEW �'t0" X. AS RE-ISSUED FOR PERMITI - 13- 89, -► 13. ROOF LADDER S-F-t P67. I 1 , �III'`�IIIIItIIIIIIlI111111"111I1111111111111tIl,tIIII,IIITIt'Il'fllta III11111�11111I11111111 I111111111j11tI1I111111111111111�111111111111���I1�111111�I11111�111111111111111III1I1111111111) .� __ ; 1 2 3 4 5 6 7 18 8 10 II 12 ~ NOTE: IF THIS MICROFILMED --'"' ---- low DRAWING IS LESS CLEAR THAN THIS IOTICE, TT IS DUE TO THE QUALITY Of THE ORIGINAL DRAWING. OE g?. 92 L2 92 SZ b2 E2 22 I7 02 61 91 LI 1111 51 bl 1 til 21 1 01 S 9 L 9 S b '1 IE. 2 ?!11111111111111111111111Hd1,111,11,11HLhn1hIn111NhL1,611111,,,61111111,h111111�1111111111111111111NI1i;'�In!1Inu11mh1ulu�Innl�u111uM1H11n1111n11unluulnl�nul n1h1o�1u�1w!I�u�uhH11u11h111hinho1hu111f9111uI1uUnu111ltlynblulut t�luH ' 3OX APRIL. 11 199 1 r Fl,. e k ''�;,, '�, r• �Yr " ' ii , ''z• 7+ " — r„mals.-... •_ ., i 1 > 2 4 5 8 0 z VIEWED ON CURVE — ate UJ 9 8 8 N w O a L 1-IZv I j Lj o zo Q z � -- =______ __________ N � O LTJ_ 3 _ 2 - 1 — z O w �`. - DO - -— 4 S�'-' W ch w Q o Ian cr) 3 Q rn w04 10 b NQN rn� °' o o 4 'L 2K4•'� A�y 1z•Za WEST ELEVATION Q SCALE: 1/8 ' = 1'-0" KEYNOTES � � U C E ,r Fes; 1 . BRICK VENEER 'NALL SYSI EM W A 2. BUTT GLAZED WINDOW SYSTEM Z O 3. RECESSED ENTRY VIEWED N CURVE 4. REMOVE EXISTING CANOPY. (� 9 -- . EXISTING CONC. T.U. BUILDINIi. Z Q 6. 0 +6 8. EXISTING DOWNSPOUT. <' II 9. DRYVIT L I J� .. - - -- ��- 10. BRICK CONTROL JOINT. W - 1 - - - 2_ - — - - ..- 1p - - - -r• - � 1 1 �JDIE_..D�--•RO.OF_-�EY.OND. ._ 2 2i�•88 _ ._ - -' � 5 N 12. -_ -- - c 1 2. r►( • . IP4C 13. . Delt( bLTE�NrE � •, -�• (`RILINra Fee OL N'. CXo12� - -_ - -- � 12-01 IGT-oII t,, N. <aIZ6 WOWk�R�- riziGNcu FaR U.N. piv-, /I .✓ 1s . r-b4.,'1VC FtJ''lir<!✓ REI.i''6 AG�o•/E - (P c:�lt�>< +a ~E.�NCT� }'Rlt.i*w� F�iz i2 �1�E� +�. Im , 7 7 — r— —— T"—_T._-- __._ - -T -- - I A.y z NORTH ELEVATION '"L•�"� r SCALE• / Z -- a _ W uj � J - m 10 l l) of 1 �2 H _ --- --- I b .o ARn -- --- - 02301 AI.+ F w00n I— __._ _.j 12 . 20 t DATE: 10-21 -88 EAST ELEVATION DRAWN BY: — PPA SOUTH LELEVATION OPP. HAND S':ALE: 1/8" = V-0" CHECKED BY: a.2 PPA 1 Z 2jj p REVISIONS: I. 12. 12-66 1j 3Rp 2 t4c i2 -elf- -bb ell o AUCKENZIE/S•VTO &ASSOCIATES,P.C. 1998, ALL RIORTS RESERVED THESE DRA//WINGS ARE THE PROPERTY((OF� A))�ANDNZAR(WO 0 B FUSED NI RAr- DUCED IN ANY IUWNER EVCEPI WRH T',. PRIOR WRITTEN PE.RIAIS§ION OF SHEFI A2 CIF- 3 013 NC . F'FRM T T NO. 8821471 P 2 8 8 5 3 2 4 OF 7 AS RE—ISSUED FOR . PERMIT — , ..'. �'". !,1�Ai�r _,yl •: :' ,y.�. - .....__....-_._.........._.i..w \l{�.n..w.._ :. .. .. - -.., ._. , .. r.JlI1Wt+....-_d.AM�... _ - .. ...- ..w...+r..'1aMvwnrw..._. -....._-___.....wn,_-w..rMwv.e. 1:. .•nwf.w.l.e....+' ,�w.+nr..r.w.+•r►_.www++.v+r.�dY11rM.•.T.1l�rilln•1�1MII/Ir.. :: � •. • . II'I/{11'IIIIItI'I'1'{1I'It1tI11tI11'IIIIIIIII11111IIIIIIIIIII111IIr11'I'I!I'I'IIIIIIIIIII' It1111I'IlIIl111IIlIItI11tI11t�Illlll'I11tI11tI11111I1I�11I111�1111�ItItI�I�IIIII�Itllltltlll� r I , � �� NOTE• IF THIS MICRGFILMEO I 1� 1 DRAWING IE LESS BLEAR WAN + THIS NOTICE, IT IS DUE TO THF QUAL ITY Of THE ORIGINAL --___-- - —_--- - ----- —'--_ DR('IING. OE ez 02 t2 92 %2 t2 E2 22 :2 OZ 61 81 LI 91 Til 41 EI t1 11 01 d 0 t 9 S IP E t 1°11' �WIIIIIIIIIII111111111{Nnllltl{IIIiIH11{IIIIIIIIIIt11111111{tnduN{tt»hm{Iutltll!It111I1111I111�1111IHi1{In1Ii111{IIIIII111IItfIII111IN11I3111INitIHIIli1111I1111IN8I111!{IIIIIIINIIIIlI1111I111{IIJ�III1nIIIluIt1UI1111I1111hUlIl�IIIUIIIIIIlIuN11lIII1111IiBa�d1uI11H • APRIL 11 1991. I 06 0 CO _ lY w H v7 2 H- \- W W r 11J O I ul M W ..._ 1 w dz oz 1 O IL wq Y co I o, U Q 'u � N N Ln Q z� O U (DC)PQ O ed Q O a'I) J Cc la Q I,I CA- CD 4 W (/�' 15 I/J �►1 V' H 8 slpEtToeJ T _ - _ im U a. --- - -� �E�D l�id�ul I ig °�l yr 4 to{' W CC 15 - O 1 - - - -- - - �Y 2 I` 3 CIO z uj 44 I I I I J f l i t i 3 i i I l I I I fn HL 1 -- _, --------- - - 1 �• ;� DATE: 14,-6& ' e - --- - - --- - 1 1 I DRAWN BY: CHECKED BY: ac �at.urlN Kgv�'••+t� REVI)1(0!1k, � w � � _ S�GTII�r`J 2 ��GTIc� � @ TYP GOI��►`!N 3 1-•••a�►..�..�.. S�GTIc.�N Fav �>:.�i�.l4r�- A �'_1'�" �' 1. DOUGLAS FIR #1 4 x 4 PLATEq M ^ 13. 5/8" PLYWOOD SHEATHING OVER M15 L8. BUILDING 26. NON SHRINK GROUT LEVELING BED L{D. � ICS CaA �rPlr c�TUOL� WELIU 21. COLUMN BASE PLATE PAPER ` ♦ j 211 d TT E 2. L 4 x 4 x 1/4 WITH 1/2" DIAMETER THREADED ' Z. IZ; 41. 1 h-"CTRL_ -;;,rLl 14CA-)F?- L ou.' 14. 1/2 EXTERIOR GYPSUM SHEATHING T(LAG'I� 1141 �'2, (4> EveCIO s G 3. C 15x 33.9. SEE I!/RF FOR COLUMN CONNECTION 41 43. 42nZ-Y3 Y. 6RAGC B MID5Po�1-1 GF AL,U (�A'�'S .I 4. PANELIZED WAIL SYSTEM 4j1 GEE 15. WEEP HOLES AT +-0" ON CENTER MPXIMUM 29 r P�Eft �y'T�el1r o4. 14GA x �. �.IIt7� GSI-fit; 5T4AP I AT 1'4" ON CENTER MA�ENZRE,5N7g RESESPEv HATES PC 16. L x x 1/4 I�1ww To v"fUvei Nb'r U��Er �. . 5. T.S. 6 x 6 x 1/4 BEYOND I^I/�i1 L.a p '(>✓ " THESE ORAWINOS ARE THE PROPERiv Of 11. PLATE 1/ x. $" x 9 MACKENZIE/SAITO A ASSOCIATES PC M, �IpI.L I'tb�I I,FcZ,u�J 6• �.-T 1x�F{] 18. PLATE 1/4 x $ x 8 EACH SIDE 31 VdT UF�� PRI Rw"I"ND ARE NOTTUBEONOFWSSED 00 EPO DUC60 IN ANr MANNER EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MBA (Z)'a s C.'orIT, TYP. 1. 1" CLEAR SPACE BETWEEN STUDS AND COLUMN 19. PLATE 3/4 x 6-1/3 x "-d �+ 4),(pTo r" wlpC SHEET 8. C10 x 15.3 20. GLU-LAM BEAM BEYOND � .. . . 9. BRICK VENEER WITH GALVANIZED VENEER TIES AT 21. SUBPURI_IN 2'•��cZ , L.) -.-rum. 1'-4" ON CENTER EACH WAY ( !` Pr16 • ) A3 7-A45 3 10. PRESSURE TREATED WOOD SHIM 22• f7Up- t-1 j1 80 3S• S?. Q11 'LASHING 3. TUBE STEEL 5 x < x $/I(, '�c�, i c� � ►. Tod Tp-p��� f�? I%9 Ir 11. LASHING3r'�,< 1/4 (� � � <�i14� OF SIC 12. )RESSURE TREATED 2 x 12 TOP PLATE 24, h-tai'?' >Jt s:C' 7E; K I'EF'MST NO. 882143 �-�•-��E,,jt 25. 15 LB BUILDING FELT '18- (3U�1��• IJ f' (2-0�� : .I�f JOB NO, `.�U�a•'1'lor-! P28853Z s OF 7 AS RE-ISSUED FOR PERMIT 1_.- 13-89. I I 1 1 1 111 1 1 1 1 III Ill Ill III III III 1 1 1 M I 1111 Iit III III 1 1 1 1 1 1 1 1 1 1 1 1 1 Itl Ill III ill Ill III III III 111 III III 1 1 Ill Ill 111 III 111 1 I t1r r r Itl ••.r .• NOTE: IF THfS MICROFII-MED ��W-�---I y 3 4 5 6 7 9 9 Io t I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF TIE: ORIGINAL k � t DRAWING. pE 62 82 L7 9Z S2 ►2 E17 7Z 12 OZ 61 81 LI 911 SI ►I EI >fl II 01 • L 9 S ► E 2 1"•"• dllhUlhlNlllllllllllllrrhlNINNINII{unhlulnllhmluuhnrblNIIIIEbinhmhmhlulnUln►Ihnt!'nrllnuhlli{Iu�lt�lt{unlnlllntJmlllnllnnl►tu{nul:ndnnittlthtultttdtwltWlu+l{INllunhndllnlutlhwIU1lIllII�W!{llllllllll1411�1WII111 � . APRIL 11 1991 - m .-...:.,- „.. .., ..... --._._._. ....�...,..�-._-,�_".._....., :...._ _,,,,�,�.,... ,• .• .,.:., .., _._ .. ..--- - .. _.._._,..n._...,.-.m..�+ne...n�.. ,. .. ......ham.,.. , I I i I I 06 z CLLLJ o icy o UJIZ � WI w o W NCS Qz { /\ Z O a X° 1 2 3 4 > 5 6 <7 8 �,; ZW0 178'-6 1/2" (A w m O r 30'-6 1 4" — 24'- 7"__ --- - " 7" y 240- 7" 240- 7" 240- 7" 6 1/4" he � � 3 is I z CN N til— Q F_ p r UZopp a OO.v A - -- . -- -�— -- - 4 I I I I I I I I I I I I I I L—.----'—J L--.----J L�-- r m CL � J O VI U O Cis r- - a - - - - - -- + — - f - + — - + - — WT' II✓I L J I I_._ L__.J 'A 12 '60° +CK TO /�� TYP. ATo � GN WITH PARKING LAYOUT " a EXISTING BUILDING 6'O" f NEW 6" CONC;" SLAB W/ 6X6 0 .• W1 .4 X W1 .4 W.W.M. OVVER � 1 6" CRUSHED-ROCK BASE ♦R _ 12 W 1 C - r — t os.F. BkICK �,r_� _ �, I r- -, r- -, r- -, r- -, r- -, I I l C rL COLUMN L — IL I I I TT L_- —J L._ U io \ j I 12 TYP. 12 6TY P. F.F. 162.7' -3 LINE OF WALL ABOVE JL 2 I . . Z -C4 A I I J N 1 I TYP. I I I TYP. I I r - �� �--4f + - + - 4- - ---- i Z . © I w � L4 JZ .: A O L. _J I , I I J I I 4" SLAB TYP. I EXISTING SLAB In I Y OVER 6" CRUSHED I AREA OF WORK- CN , . ._ I O -f a LL PORTION OF EXISTING 1�' 8 12 0 06 j' i BUILDING SWE L w y r -� �' TO BE REMOVD S TYP. - - �, j ; I , ,- __,_ -- TYP. I----- - -, � ---� r- ---, i I I I I I I I r r L— J --.I"-— J L 2 12 o Y EQ. � � �.' it 1 _ GENERAL NOTES CA DATE: NOTE CENTERLINE OF FOOTING : 9 O` I = CENTERLiNE OF COLUMN TYP. 10-21 - 88 D DRAWN BY: I MGV/PPH G,J as. FACE ~ aVF i _ TYP. I I CHECKED BY: O.S.F. BRICK r 1 I 1' — �: <,-_,•z _ — I O.S.F. BRICK F — ._ - � �� - -- ---------- � - _ - . --- _ ._---- ----------�-�- _ .-- _ REVISIONS: COLUMN y 1K�� ��.,-�� � 11 OB 9 OB O 17. Ir Z Il 2h �3 Il-Z� 2 12 • ZL -�L " o C UKdi A -- o w V. J O 10'-0.. o --- -6 1,4"---- --- 24'-7" 24'-7„ 8019 1/4" 97'19 __V4" O MACNENZIE/SNTO 6 ASSOQATES,P.C. IGBB, ALL RIGHTS RESERVED f LEGEND BUILDING 15 FOUNDATION PLAN KEYNOTES �}-- — -- ----- -- - - , ESE DRAWN'S"TO ENEEDORRTE O� AIACKENIIE 5AI 7 At ASSOCUTCS,PC Y S A AND AR 40, TO BE USED OR RE 0 _F 0 0 T I N G SCHEDULE D PRIOR IN ANY 1PERMIS EXCEOF PT NN(�TiHH THE PRIOR N ANY PERMISSION EN EP 11/SA 1 . THICKENED SLAB EDGE. TYF'c LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS' SHEET 2. T.S. COLUMN - 5 X 5 X 3/16 INT. TYP. I REINFORCING REINFORCING 3. SHEAR WALL - SEE DETAIL 2/C FOR REINFORCING. O 4'-0" 4'-0" t'-0" (5) #4 x 3'-6" (S) #4 X 3'-6" E I NEW FOOTING 4. SAW CUT SLAB FOR NEW FOOTING. 5. 2'-0" X 2'-0" COLUMN BLOCKOUT TYP. g 3'-6" 3'-8" 1'-0" (4) #4 X 3'-0" (4) #4 X 3'-0" s 1 6. LOADING DOCK- _ 7. CONTROL JOINT -• SEE DETAIL. 5/C EXISTING FOOTING I I 8. EXISTING PANEL TO R'_M�IN. •.�_..._--r ° C_ )- 4 - 5'Z �r>-r, Gl oaf' L_J 9. T.S. 6 X 6 X I /4 C0LLIMN TYP. AT PERIMETFR LHLC'M 0,IJ0 wKE OD CONT. 1t-8" V-6" (3) #4 TOP & BOT. C'e's bmTAIL, 11/G OF 10. +1, . s Nr>'rEl� __ — ---- --- — _ :�H No. I- i /� 11 . T.S. 5 X 3 X 5/16 COLUMN TYP. AT CURVE ;+ PERMIT NO. 80z 1.n'-5 1 2.. EXISTING FOOTING. �I h r1r -fes P288532 AS RE—ISSUED FOR PERMIT1 - 13-89 ..,......., .-,.. ,."»:,tea :•.,.. ^�1 l r q�! '• Ili i{I III III III �{I III III III I{I III III III I{I I�1 IIIIIII {I IIIIIt'I III I{I III /11..111 I{I III III III I{I III I�I III I{I lil;lll lilll{I II,•:�, III III lil III III ISI IIIr,I -,+ "- '°,-,.'.'-__ 2 3 4 5 6 7 8 9 10 II 12 NOTE: IF THIS M ICROF I LMEO I"""�'�'•'^•- --^ -'—'— -- • DRAWING IS LESS CLEAR THAN I N THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL a DRAWING- OE 62 92 L2 9? sz ►2 Ez 22 la Oz 61 91 LI 91 sl fl EI 21 II of -6 6 L 9 s b E z I"""" - �nIInIIIHIIuHIHNLINbIIIIInIIHnlunhmllnrhulhllllll��bn�INl�uhlullullnnlnullmlurdnlrinuilntlnul11111nIGn1 nll�nllrrllrntlunhnlllndunlulllrallurlluuluulun{nnln�IlnnhnllnullwhtllRululwwlwl�uubrullnlluuhlll APRIL 11 1991 ...-..._....._.. r ,. 77_ .� �. �. ., , �,,�i .hey a.. ,, �, ., nr:.x- .. .. .. , , , i- . `Y�I;'��r�"n- ,,L,.e:, � �. � :_. � ,.. I O O Q- LLJ (A w X0 O UJ z �' • W o W z1-'04 ...I - N rn 1 < 2 > 34\ �/ Z O a x0 8 5 6 7� 8 c)WO 178'-6 1/2" ---- - W 0 w Z<o r 30-6 1 4 24- 7 24 7 A 24- 7 24--7 6 1/4 _ •p rn / --�4-'- 7 _ 2.4- 7 _._ vi d N Q a'x A - --- - in - r Y U _ � J a o w j h CA (A If Z OB -4- 0 OC � z a SIM. EXISTING BUILDING -----� x Ci o T/LMM T M T 'I 6 ---- W <c> O.S.F. BRICK -T - - - .L /�15'-0" - �._ �' r� / 15'-0" � 15'-0" cc COLUMN `- `.- !� �- (20 4 20 9 �9/1 ♦ � ,J �� c1 n �o 1 S -L , AT D(IST'G ROOF 15 15'-0" 11 of 10 \ 1.4 - % D 2/ _.. V . - - - M AT z ca - = - - -_- =- -- -- IST`G ROOF ._ - -- ------ - -- - y� a M. o I lq'-9" _ - - - ----- J cli _. . - T ---- - - T/t l D 1 I - 1 14'-'I T/8M _ 141.6 16) l LL AREA OF IWORK n3 N I - ..........- �( - - -PORTION OF EXISTING BUILDING SHELL TO BE REMOVED T/LEDGER O TIMA 14'-S" 14'--0" ' - � .. .... ........ -- - -- __ I --- 6T � 14'-0" 21 5 21 •' - - - TYP. Z 9�� 1 ,� 4 � 9 ) no I� _. 13Ln - 319 4 -RF N GENERAL NOTES l IIS DATE: -rn_ '• 1 . ALL SHEATHI'AG 5/8" CDX W/8d NAILS AT 6" O.C. 10 --21 -88 AT PANEL EDGES AND 8d NAILS AT 12" O.C. INSIDE PANEL. AT MEMBERS ON GRIDS 1 ,2,C,E,F NAIL DRAWN BY: 25 2� o ' ' �' SHEATHING TO SUPPORTS W/8d NAILS AT 4" U.C. <r1GV;'FPR J, a0 TYP. CHECKED BY: O.S.F. BRICK - ---- - T/BM / TAM - REVISIONS: _v_BM13'-a" it IZ A8 : m SIM. L J L• 2L o a�S V; u r o wa _ ,IA 30'-6 1/4" - - T 24'-7" I 80'9 1/4" I 97'-9 1 4' 3 j 'moi --- - +'1 Z 1 2 I n© MACKEN:IE RO AI ASSOCU TF.S,P.0 1960, ALL RIRESRED IE DRAWINGS zSuf & ABEPROPERTY 15 ROOF FRAMING PLAN KEYNOTES )) AYNOIf TO E ARE USED OR REPR DULWNEq EXCEPT WITH HE PRIOR ITTEN PERM1*0N OF M/SA 1/8" = 1'- 0" SHEE` 1. 4 X 16 S.S. OR DENSE #1 0 8'-0" O.C. WITH H8416 HANGER 12. 6 3/4 X 18 1/2 R=1600 G.L. BM. 21. SIMPSON MST40 STRAP TIE. HP 1 PdFaLAtJ To PUI2L,44L,oE. ' 2. 4 X 16 S.S. OR DENSE #1 0 4'-0" O.C. WITH HB416 HANGER 13. 6 3/4 X 21 R=1600 G.L. BM. 22. 4 X 6 LEDGER W 3/4" IIA. RED F'(i?o,/IM C-l) 'GI r-1 P. `'T 6"'L 3. 4 X 14 #1 0 4'-0" O.G WITH HB414 HANGER 14. 6 3/4 X 13 1/2 R=1600 G.L. BM. HEAD SLEEVE ANCHOR 0 1'6" O.C. ci IDE OF H I fI re G 60-414 - 4. 0.414 .4. t;C)-T i :'r-V S 5. 2 X 4 0 2'-0" O.C. FOR 8'-0" SPAN, 0 1'4" FOR 4'-0" SPAN 15. 6 3/4 X 19 1/2 R=2000 G.L. BM. 23. 4'-0" X 4'-0" X 3" ROOF SUMP ��' GURU ��`,1NE I� A�� R��'p 16. 6 3/4 X 21 R=1600 G.L. BM. (NEW BEAM) W/(1) 2 X 8 ^Hoj•Tv oPF I a I'-opIJr 6. 8" C.M.U. WALL 6'-D" LONG [ T L" e/w r, 17. 6 3/4 X 18 8=1200 G.L. BM, 7. T.S. 5 X 5 X 6/16 TYPICAL AT INTERIOR 1 24. REMOVE ROOF BACK TO FIRST 8. T.S. 6 X 6 X 1/4 TYPICAL AT PERIMETER. 18. 'T I E<ISTING PURI_IF; AND RECONSTRUCT OF 9, C 15 X 33.9 19. 5/8 COX PLYWOOD SHEATHING 25. T.S. 5 X 3 X 5/16 TYPICAL AT CUM IF 10H N0. PERM T T NO. 88:14' 20. EXISTING COLUMN 26. 3 1/8 X 18 R=1600 G.L. PURLINS L t1'-•r ' 0.1;, 0/m i H*O("PF _ �f6. 4 X 14 IED(��i �F � VTI, �"s-� F P288532 7 r]r 7 ..� 11, MC 18 X 42.7 ASRE-ISSUED FOR PERMIT 1 - 1 3-89 ', 1 �Ii111tM11tItItIIl�liiilAltli��ititltltl��Iltltllltltlt h�tltlillit�i111iIll�tllillll11111► ItItlllllllllltlllll,Ill,tIIIIMIIIIIiIM1iItIl111lIl111IIirMr11M�I111lIlIiII�1IlIIIttIrlrllllllll - � � NOTE: IF THIS MICROFILMED � l 2 3 4 5 6 7 JJ8 9 110 11 12 ! '� DRAWING IS LESS CLEAR THAN ^ ' r THIS NOTICE, 11 IS DUE TO AHE' QUALITY OF THE ORIGINAL DRAWING. -- - - - -----e� E , a 9z Sz fz Ez zz Iz Oz 61 91 1.1 91 sl Isl EI 21 11 01 d 9 L 9 S 4 E z 1"'�" InllnulunhnlhmLNdunhm6udtnthul�nnhn�irNrinNhrrdlrrrh�uhmhtnlunluuJnuluuimilnnlln,�����nuliul u1Jmllmlllut�lwiuu�ulduu�unlnu�uMdluI�I1Id°nllnabnl�nnlnll�nnllwlutt>�iuluulMlulwtiuu�IluhuluwhnA ' � APRI] 1991; Lf 11 .., •., ,a,. !. .. •• +rt o-r - _ TI.�•.,•e-•. n if ,4. , .. ,. � .. .,... ,.. w... ., ._....._ .,.. .........-.... .�,.,... .... . .... ... Ttp ... . A .1,�..7{ ',..i:. .._I{_?u... tom. �.riflt`..{..i::xur._ ,. � 7tJ ,���'I�{f�7�l,�.i.`ti�ITT•f7:.tY.,vf.:Y��.�.�i7i.,,S."TMti..k:�'!�.?�' _ .. ]d` .i'fi.t... .. .. ...... - ....:. � i� >e��� .aesr