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12885 SW PACIFIC HIGHWAY-2 r (nm( , WNLL 4 ( r-* L I I i L Lh 49 92 L I- � `` = Int 6n NIL, 14 in IE 9L_ I-1Z i �1-05 r_eo-'), F LA W 2,CA r) 1 15 V1j G, 14 W k ADD IZE 45 F,(7 2.7 10 t'l r2 F- W e) Z7 IL.,_j L F_ Cn� L IT L-1 IZVOC21 -T r C.,r)),J. m U L! 7 OF -TI J y 4'? ,_t e4 ly- 95 e:;? r-> P 'T H L-CIC4\7 f n iJ, Er,?u'P F I�,L FILL, T_ ki kw 3 ro C> Y% ca [Z E Wt r>v F-_ A P c7 2.1 i� 01= E4- 11�Ln e;, L(7)1 r-_I L-t. REMODEL ',2,1- W1 A t4(I PA,rz,-, 9F- 6U I L P i Y 2 3 C:>7 NE Z. 13-T 1Z L,C 7 L, ,2 E 15 A-I---' C) ESP m E -T -r(-> rQr&m^ ,Q A5 IS. ,r.. III \4 c 'v -TI f U E_L� Z> 6 p E:.pj 4 S R f �AA,I Qf�, 7�1 -r Ilu 19 A saes N1 E \u Tb tat �,�vcHtE� G, 24 -$ so, t + T -7 C-.t)Zb C U1 EXL iz.;,If U 'T � L K tv L �4 LAP 4 L 09diI-C .) �0 ��s r;ie copy - CITY OF TnARD Approved.... Conditlonally Approved .. ................ ................... ......... For only the w., , a I " PERMIT NO, See letter to:r ` . ......... . . ... ...I. .... .. ...... Attach............... . ......... . . I Jot, Address:Lza2z_1Lw_A_ ct__Ai�41 Y,-,!rr TUALATIN VALLEY FIRE MAR"jHAL OFFICE APPROVED �._ _--.. _- - _ __-- __ __ .__-- --___.- ' CON I)ITION ALLY APPROVED . . . . . . APPROVAL (."- PLANS 15 Nor AN APPROVAL OF 0m.11 I.ONS it OVERSIGHTS St, JVTDLCTTER. ,, - .1 Ar� ' - Dennis E. or Eastman ENGINEER PORTLAND. ORE. (503) 761-2202 Ij TE, r jF1L_THt,8 DO�W. Ef4T IS LESS17711 -1 APRIL 26 19;93 LEGIBtE THAN THIS NOTATION, 4 �_� 11 ITIS DUE TO THE QUALITY OF Ne 38 THE ORIGINAI. DOCUMENT. I II li iii ii�ll�l�liiiililii iiillillillll�illlii�Ilillll�illlILII I I I Ing, 11 111111 17 nti� ii iiili� iii�liili I111111I11i ILII 111IlJlI II � 12 4 C1 Qn dol-fid �I. a,, ,� �I _ wI -rJ'' I i1 ' 41t , �' - � r---f-4- I`i'f'c� C e-?L CUT -2 F r-, E,c Ti Q ? TnP nt,9 ,�JEL.D Yri� rL^Tf. '[e7 ___ E i�� C1 t,IVAL-L C ►^�ta-rLN '7T1 ► E2 CnLUN1ti15 ! 2 PLA CES ( Cr�1� C SLP� k) FOR, L1r�7rES, ��Et '� lIG uO• �. -_ go -r - f _ I I 7 5�i��•7 N -- Ap� d SPACE HT K k �. 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I .J ► I C A c H VJ'a Y WELD -Tn CnLUM� -- P_ L!�CIcnUT I_ ATV'Iv FILL 0,111H 114 TO AP12-17IJ -15LAp� 21 21 - 8 4� + - r �► GIL0tJ (TY►') 6 y � �• --SEE � (?'�P) ' Dennis +I I ,� *I I� — ------- �T Y P 12C1PL1 � F I I L r- r)L U M 1\J T 1 L'EJ U :. Easrm an F,710 T Ir-A0 ENGINEER F i! f�j'j It1 '�/►1.11L F_ X 10)T CI T�\t.�1` 5 P24Nrt5 stro E�W - 1 V' 13 yr PORTLAND. ORE. Ynr" 00 DoT. I' J �M+� �'^'' (503) 761-2202 r2 NC, PT #-- 64 iIiJ J606 IC' A ► Ir) P E, L.. Ey �7 I �' I�LIF'9jol14 Gj6ALf, >< It- ( L- O� 11,111 i0Vtl-,►Z >7 PAC IPIr kI&II-1vy'Y) 2 2 OF ------- ------ IIE� TH-38 DOCW TS LESS IllJill 1111I111I III III Ilf"111 II11rll 111iT 1 fr`�(ifi1 �74 1 117 1 1`1' T 1'IT III I t illi III III III 1111111 III III III Ili III I I II III 11f1 11 III III 1111111 III 111111+ II �� "' ~ LEGIBLE TI:IAN ATS NOTATION, I 1 111 I I `� 1 i I 1 I l 6 I I i� I I Q I I I I to APRIL �. (a �J�3 --L— - --- --—� -- .._._ ��� . IT 1S DUE TO THE QUALITY �)F'� --- ---- — Nn 36 '1.7Cf•"• -� �, . THE ORIGINAL DOCUMErr. - — - - --III - — ---•- � -- -- - -- E gZ 8Z L7 Z bZ £1Z Z TZ QZ--gli -A�1- LT 9T 91 6T Ei ` Zi ti i �6 �B - L� 8 9 I t' ` Z TI.,.N ' T I 1 IIIIII I!II IIIIIIIIIIIII �Ill�llll.llllllllllllil;;llllllll!IIIIII II IIIIIIII IIIIIII!I IIIII!III IIIIIIIIIIillllllli IIII�IIII IIIIIIJII III Ill II Illi l ll�ll l lll�llll�llll1ll11 ll�lIIIIIII111III IIII1IIIIIIII11111 � II IUl�ll� 1 nII- G E N E R A 1. N O -r E S CODES: ( LATEST APPROVED EDITIONS ) NOL6S (41 2 PL TYP. _ KAKKET`5 _4 P' "( ,tri 1 . UNIFORM BUILDING CODE ( U. S. C . ) P� In f'Lj,-CES ( P7c2TN 51DE5) 3 I 2 . UNIFORM PLUMBING CODE 3 . NATIONAL ELECTRICAL CODE A.1(.LE. GENERAL : F IN., 1 . APPLICABLE PARTS OF THE U. B.C . ARE A PART OF NAT THESE PLANS. - - - '�4`' 9,0 L71cal 1 - Yv 12 �3e ', 34 t`�ILTS (4) 1 2 . CONTRACTOR IS RESPONSIBLE FOR Ail- FIT-UP AND n I �' N`4N L71 f µ GN titR. itX3 DIMENSIONS, EVEN IF ERRORS ARE FOUND IN THESE PLANS. n la A, 3. DESIGN LOADS: ROOF 25 P . S . F . L . L . V4 17. 6RSZM A-32g 1� __._ / I ,hi"fM A-325 2 ('� pL) FLOUR 40 P . S . F . L . L . ` SOIL 2000 P. S. F . MAXIMUM' r!4 Pl.,�t�i) I SEISMIC : ;C.UNE 3 G(2I_UMr,4 1 -T YP) WIND: AO MPH 9 �\ 4. STRUCTURAL MATERIALS: l STEEL BEAMS A.S. T .M. A36 P� 3/y STEEL TUBING A. S. T.N. A501 \ I STEEL RE®AR A . S. T .M. A6; 5 C-T 11 6L�( I ITYf'IGs�t.) ' C� j CONC. FOUND, 2000 PSI w 28 DA A / ; 11-_ I- , __ _ \ CONIC. SLABS 3000 PSI B 26 DA I "'c%NL.� ' 3 - r f- (NO TESTING REaU !REo STRUCTURAL STEEL SIE' L - --- -- -� ► n 1 . MATERIALS , WORKMANSHIP, FABRICATION , ERECTION AND CONNECTION 8, It I "DSC-K.I►JC4 DESIGN SHALL CONFORM TO THE AISC HANDBOOK , EIGHTH EDITION. - - - - Li 2 . ALL WELDING; ,.ai1ALL CONFCRM TO A .W. S. SPECIFICATIONS ' �-- 2 a CRa caUTTE.� P � A-6 . 1 OR A-5 . 5 ':LASS E 0XX SERIES . 3 . ALL WELDING TO BE INSPECTED PER THE o. B.C , PL TYP __ rI - \ W ('1-><30 I SHEET' METAL. WORK : 1.4'44X '4$ (TYR) �-> �� (�-- �Ca M�`1 �5�-,�ZD FrZ � i�l II.I� 1 . SHEET METAL COMPONE14TS AND INSTALLATION SHALL CONFORM TO n I ,I �_ c - Q 3 LCCA 1e- FR,AIr4L t, Ca - (? �,L. ASTM L 645 , ASIM A-446 GRADE A % Fy=33ksi ) , AISI � 11 - "SPECIFICATIONS FOR 'rHE DESIGN OF COLD-FORMED STEEL STRUCTURAL_ MEMBERS , " AND ASTM C-754 . 2 . STEEL STUDS AND WALL TRACKS AND FURRING STRIPS ARE 25 GAGE W 121/ 19 MINIMUM UNLESS OTHERWISE NOTED. �RALKf_ 3 . FASTEN STRUCTURAL MEMBERS TOGETHER WITH 3/'4" X 010 TEK - - - 4 PLA(65 SCREWS . CONNECTIONS BETWEEN HATS, CHANNELS, AND OTHER Uj �� _ q ^ P7p"TH tIP-5 I5/©' �� SHEET METAL STRUCTURAL SECTIONS REQUIRE 2 FASTENERS UNLESS V ' X J �-\� � I�� _f5L OTHERWISE SPECIFIED. ROOFING AND SIDING PANELS ARE FASTENED y - L-- -- - � 1 WITH PAINTED SELF TAPPING SCREWS WITH NEOPRENE WASHERS AND Z INSTALLED PER MANUFti�;TURER'S RECOMMENDATIONS. 4. FLASHINGS ARE MADE OF 26 GAGE STEEL PAINTED TO MATCH ADJACENT 11j PANELS . J fi � ► -_ -'`-� - - -� d r 5 . CAULK SEAMS WITH THIOKOL SEALANT AS REQUIRED FOR A WEATHER- _ TIGHT INSTALLATION. STEL, be-AM CONCRETE AND FOUNDATIONS : J �� Q r 11-[oN ; 1 . FOOTINGS TO REST ON UNDISTURBED SOIL. DO NOT EXCAVATE AND � -- PL� REFILL . d RjOTH SI DE�j 1\4 L_ A-T �I _ �I� C; , G , 2 . FILL UNDER CONCRETE SLABS WITH 8 INCH LAYERS OF FINE GRANULAR k" �-- Pr~fZ N1FIZ'°S R,E.caNIr��I.�t Tlc71.1�-� FILL AND COMPACT TO FULL OR 95 PERCENT DENSITY. l A) L T /\ I L ;� ��� Li I� (�� INIZX'�O - t _� 3. ALL CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ACI-318. (� �--\ _ NO TESTING OF CONCRETE SHALL BE REQUIRED, V ' 11-?If r����'L r�� �j� ��� �iU � �r� ��' 4. REINFORCING BARS SHALL CONFORM TO ASTM SPECIFICATION A-615 �-___ _ - -- Ib - ------- (DEFORMED BARS) GRADE 60. WELDED PEINF(,RCEMENT SHALL Z W T !5. _ r, L. (� CONFORM TO ASTM A-706. Q o LU M / „ 5 . ALL HOOKS SHALL BE AC '. "STANDARD" ONLESS NOTED OTHERWISE . r.1------ _-- 3(4 ��ILTS (4) __ -�-- _- - 6 . MINIMUM REBAR SPLICE '_HALL BE 36 BAR DIAMETERS. A,61 M A- 3215 7 . -'ONCRETE MIX , FORMWGRK AND PLACEMEVT OF CONCRETE AND N REINi=ORCING SHALL CONFORM WITH THE REQU?REMENTS OF ACI _ STANDARDS 318. V iI G C ^ 8. FINISHED CONCRETE FLOOR SLAB SHALL BE SMOOTH STEEL TROWELED lr t.� G I_U M 4.-�-i FINISH. ` ._�,-! a IlrE : I11 _ Illnll C��/�lN�•�� Il/I` 9. CHANFER EXPOSED CORNERS 3/4" , f 10. ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 . 02 211 Ul I I 11 1 Y4 N -40 I -lN 0 -1�11-�� � N PL/2 n T _ , PLA -. VIEW 4 2, i A 3 I PL u u i 411u Kh� s `4- `4 PL �4 e,OLT�, (4} I C-1 14 g712, Dennis / y A�-fM A•32g � } Eastman I-. - r _�� . I �� �_ �� u i�r rz.�� ' } ` ( ��I '�`✓� � + )F T� l L. �� \, 1 I`�1 - �F-\4\C ET � ''.'�0 P. E N G I TJ G L II _ 1 I 1 rte' � ���1-Y_-�. . (II 1, � �"'c( .I� 1.� / I'_1 I� '•-�.. 1 I �/ f�,� r t r1 .4 ,5I r2 (503 761-2 ORE. 3 � � (503► 761-2202 Z;;.)LTA I L - 23 -91 1 v iIF1TH$8 DorLmmENT IS LESS i ! i 111 III 111 1l ! III IIP III 1111 rlr�111 11T i1; lfii` ? 'fi II(11i Ijl l T t _I.f III 1� 1►1 ! ilI ! ! 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