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TF MERCEIF-� ix s�r.7 4" rz Ie Z- -rD -� _ — �--- - -- -W�1,.�-' 1/1 Nlr —� — — - — - -- -- — -- — — - -� CE 0 F--q F-4 I I:U%OTI�-r�l. r�I IVB olp4'1°�' 34-�. 3 5 034-7,6 1 BU1LD11"`lII4G (>'e�UT, Heafth � Ph �� � �� yr �`��=' ; Y c TfGA r:;1, OREGON Igor ��� th ► -it ARCHITECT LA � 112 PORTLAND CENTER - w ✓ I r I tom/ 1700 SW FOURTH AVENUE F1N1f;H � b Ip I Oi-/7II / PORTLAND, OR 97211 . � Cis —� _. �\ ICJ �,p \ 503/227.4443 � - Building must be c plated _I according to city codes and t �- _1 final ;pe tu6n made before CIO1 r� --�t _ _ 1 L F _ ,-- 0 3 4-1,2.3(..- � lr vt✓. ✓•-- CITY OF TIGARt7 7•, 18-� � M I I I TP-�- N E1•J ��1'i� EL£�/ - � ? F '4� -- 1 �. I�. �``� �sl© 4APPROVED FOR CONSTRUCTION ` Tf T�'P °r {�A+✓It� CITY OF TIGARD �. �' - i, rzEW16W a-7�l L — is _—_ PERM SITE ADDRESS-ILt� DATE � 0 TITLE___ (11 e7 ML APPP80fE111 8Y: OREGON Al RN D, 11535 5� ► _. . 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OR 97201 5031227.4443 4 •d FIN//•��F�, d . ey t' •V I ' ' I - '�� 'I (S'� �Ir-L-4 I��ue,��Ola . • _ I/2 f IT 1 OR�t�N 1 ' A3 I :• 1 IllltIIIIILAl _. f NOTE: IF THIS MIM)FILMED I _ 3 4 5 6 7 9 IIO 11 12 DRAWING IS LESS CLEAR THAN _ r '""�"`— ----+► TN" NOTICE, I1 IS DUE TO r I TPI QUALITY OF THE ORIGINAL 1f DRAWING, OE 6Z 8Z LZ 9Z SZ VZ EZ ZZ IZ 02 61 el LI 91 SI t, EI ZI 11 01 6 -'6-.- 1- LI •-,•---'9- 1 15..•-' ��nlunllnllulllnullu�Ilutllntllllt�nllll111III11I111tI1111IIIf1II111II111I1111(tII1�IIIlIIIIIUrUUfl111llllll!I�WIIIIII�II:IIIIIIINIIIt11�t111�ILIIIIIIItIiIIIIlI11W1111�IIIII�IIIIIlll1�111�1U1�lIII�LlWL1lUlll.11l11111l11111ll11L'i11111111W�1111�11U11111I11U�U1lII�I�IWIIIII � , MAY 14 1990 k. ty \ 3 21p'4 ACI. fQG AT I_ E V'+11NC,0W INkL L eL-ASS 5 7-Y E- Q UNLESS 07'He;Z ISS N;OTS V4- NCTA.L '-011 --- - M�- 6F- 7Y t_I {T �IXTURt✓ J�.__ ; T�Pr � -�'y�� � ! __-•_— �--- - _._. ------- �-� __ - __ - __ AIS Jot i _ — cr1T 4 -� ---- - I � � E'RH�P•t� Cxx7R I T MP � T Mlq �.___-------U i oma- �v E 4 \ Icy 0"C-;?r4T'oR � -- r -- - ____�l;�yy,� � � _� _�. - T T 5 UiNT TE•M10, TC"' F, Nl.i.�' • ��T TSMC'-^.��. +I I , E-M r TEMP TAMP -� I —^�- -� — � 3 ,o t� - =��. -- ;-! �-- DUNC101�1 C H07'15 = f Ko\Ar 75 ,;1 S(,OFFD GL.AZKC-7 -rrrF;5® METAL. 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OF 0 .. . __. �..... .„��.�_ ... ,�: �;::...... • :.N= ... ...... _ M.�.,..�„may ,v .. .w,. � 11111�1Ii111 Iilllll'I'I'I'I'I1�I�IIIIIIII'IIIIIIIII'IIII�III�I1111111111111111flIIII Jill 11111RIIIII11iIiIIIIIII111IiIlIIIIIIIlIIt1111iIiIIIIIIIIIi+iIlI1�11111 IIIIIIIIIIIIIIII1�1Itlllili�ili NOTE: IF THIS MICROFILMED �.r I 2 3 4 5 _ 6 7 8 9 0 11 12 DRAWING IS LESS CLEAR THAN Th IS NOTICE, IT IS DUE TO a THE QUALITY OF THE ORIGINAL DRAWING. OE 62 B' 12 92 92 b2 f2 22 Iz 07 61 91 LI 91 SI b1 EI 21 11 01 6 0 L' -- t.---I9--. S b E 2 �HIIIIIIIIIIIIIIiIIlilllienlnnlnillinl�IIII�I111III11III11I1111I11NI1111IIIIlIN141111I111111111111U111JI111IIII IJII;IIIIIIIIIIIII111111►IIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIUIHI�IIIIIIIItII111I1111J111U�IW�II WllI!lllllll11�1J11�W1�IWIIJU�IIII�IIItUlllllllUlI11UI11H I MAY �,ka 4�. , - s tIIIII1111I11, I L �=o" 2•vnJ I -- -=ter- --- -- Ivor? Z,2 Ak awwo tj _ IL li✓� IGS SOUTH Gam" r G5 - WF I''� (ci �,7 r , - I -n N �+ .� ►�>ro -� �4, d I -o.. 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VFW mmh� - 1 1 1 1 Ir 1 I I I I I I I I I t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l i Illrl 1 1 ( I I I II I Ill I r 111 I I Ell 1 1 II' i, I I I IIS 1,►I� i t ( III I ( 1 ( 1 I I I I I I I I ( l I I l I I I I l I I I I I I I l I III ( l I ( "III I I 1 III III III I I 1�1�1�1�111�I�1�I11111111tIt11I1111tI1I1111111 � � -- - NOTE: IF THIS MICRofILMED I. r .. 2 3 4 5 6 7 P, 9 Q'Q 1I 12 jl t DRAWING IS LESS CLEAR THAN n THIS NOTICE, 1T IS DILE TO .`� THE QUALITY OF THE ORIGINAL DRAWING. - OE 6Z 6Z LZ 9Z SZ IP ZZ IZ 0IZ 61 91 LI 91 SI !,I EI 21 11 01 6 8 t 9''"�' SI;---' bI IE-- z --„��'•«' ►tlluuluullnlllulllliilunllnlb+!►IutIIIUIIUuIl111II111I11t11111111tIlllul.bluI1111I11117111f�W1I1111I11AW11111A111)IIIIIIIIIIW661111Ill 1111111111111W1111��IIIIIIIIIIIII�IIIIUIIIIL11U111111111u�W111IW1111111tII1111111�11U1111lIllllI1111IIUIIl11lIIIH MAY14 190 I' �1 \ F-L L-O 5Oe NT L I(- 4rHT ACOL'c)T ice, - INSULA t'At�AFPLIc ., � TILS T`r'1=.' r!GEILI�.►C� TILS I) (JNLC� PLAST I G - I�2 II 1�1Lrl i�c IIJ _ r % OTH�-I2�/l SE N4t��l prWE-�GE-, rJ)Tep o so -ri L5 L4 Y2 4/2 \ L�6,i-�T OPTAL 00, 2Y.4 INTO (��I�TT►QI�1 `�\ r %. > 1 �© r� Iry 1 � - III ® �` \ ,YX/ 2 UUP ��-7(&xIT— 40 14 i i ICI GH sK a �� / ► \ �, I LI�1� , t�,a�, AND X/ /> - — — — — — — - -4 TRW" i MERCER 4 x / �OHTIKYV lo>� OFFICE /> BUILDING Q Lc�T1e --7' ` TIGARD, 0REGC N T �1C14 ARCHITECT LA h 112 PORTLAND CENTER 1700 SW FOURTH AVENUE POFITL,ANU, OR 97201 5031227.4443 -roll V °I - I`o•� ��16k1 �' no LARRY NMI ixmw AL s . OF Ole �. oil III1111111if, IIIIII'1'Ifl'IIIIII'III'IIIIIIIIII111IIIll111IIiIIIl1I111I1IIIIII�IIIII11IIl1I1lII111IIIIIIIIIIIII111I111IIIIIIII�IIIIIIIIII'I'IIIII�I111I'1'IIII'I'III1111'11I11', I'I11'I1111111 1 NOTE: IF THIS MICROFILMED ►.. - I - 2 -- ---....,3 G} 5 s 7 8 9 I O 1 12 - Y DRAWING IS LESS CLEAR THAN - — - THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL I OE 62 92 a 92 Sz bz Ez zZ !2 az 61 91 11 91 S I b i E I Z I I I 01 6•.-'-'-•I6.---1-.--1L 9 S" � b E 2 ��I111!!IIII I I I I ullul I I u ulunlnullnHl iIIII111I1111I1111II111I1111I1N1I1111I1111�111)I I Ili1I11 11111�1111IIIIIII!JIIJIlI111111111II IIII II11I11�i11t(LU!II III IIIIIIIIIIII WIIII!)IIIIIIIIIIIIIIIt►II�IWIhW1�11�1LI1W11/111(1111I1W�1111dW11111IWlIUU�1lIllUI1lUIIIJIIIUIIIIH 1 A Y : 14 ) 1990 U/MSN>/GN S 7/1/S A1,41-4 5'iM/G 4,P 70 ,t/o,El;� ELEv�4ric�n/ O'1.:yERAL STRUCTURAL NOTES 5� SIM. THESE NC TES 9NALL dal ;,PULATE THE MINIMUM STANDARDS OF CONSTRUCTION, J�7� � � � `� _ � AND THE DRAWINGS SHALL GOVERN OVER THE NOTE�� 1N ALL MATTERS —. __� __.._ __ � O SFEC.FICALLY '":TATED. ti'Ek1FY DIMENSIONSi AND EXISTING CONDITIONS, -- ---- �- - -1 AND f✓UT:FY fIk( H1TEC'T 17ic ENGINEER OF DIECkEF':aNCIES BEFORE PF:OCEED I NG. THE CUNTV ICTOR I S RESPONSIBLE I BLE FOR SAFE C:OI�ID I T I ON5 AT ° THE JOBS I TE, AND Fm 1'Ef rORARY SUPPORT OF THE BUILDING PRIOR TO \w / THE COMPL.E T ION OF TFiI: VER1 1 CAL AND 1..11TEI;AL LOAD :;YFTEMS. ALL WORK SHALL CONFORM 10 THI LATEST EDITIOBJ OF THE UNIFORM BUILDING CODE. FLOOR LL 1 �O PSF SNOW LUc;D = 25 PSf= W 1 ND ZONE = 80 11F,iq \ \ \• WIND E_x F•C,SURE: B SE 1 Sr 1 C 1-;E►C ZONE DES I bN SOIL PF 1:SS LIRE o 2(.-,(:)(; !''SF TOTAL LOAD HE AR I NCS PhtES.aLIFtE ACCOIIDING 10 EGIL kf'l 'OFT DAZED JUNE: 18, 1986 EY NW TESTING LAE. / r f9t1NQATIQNS: SHALL- < F `. FOOT 114GS E._"AFt OIJ F 1 F:M. UIJL)l Sl Uf;.PCD ESO 11. A MINIMUM OF 1 a INCHES BELOW OF 1 G I NAL AND 15 114C:HES BELOW FINAL URADE. NOT I F'T IF SOIL CONDITIONS LG NOT APPEAR SAT 1 EF ACTORY. DO NOT EXCA',.'ATE CLOSER THAN 1 1/2 TO 1 SLOPE BELOW 607TOM OF 1 / FOOT 1146S. BACI;FILL ALL PIPE TRENCH AND OTHER EXCAVATIONS BELOW FCOMPACTED O01 I NGS WITH CRUSHED BACC:F 1 LL FOR RETAINING \ � � WALLS ANC FDUIJDF,TICiN WALLSWITH SELECT GRANULAR Mp'f1cRs IALS. COMPLY � z 3 WITH REQUIREMENTS OF SOIL REPORT. _101A1T crYP/C�i'L) i THE ACI STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE FOR \ / E+UILUINGS F;C1--.'_•V1 SHALL BE FOLLOWED EXCEPT ITEMS SPECIFICALLY i ! STATED OT,�iEF:'W1SEM \ / / I I MINIMUM CGt'PRE"iEAVE STRIENGTH OF CONCRETE Al' '.e Di'NYS SHALL BE .r�'�C)Ci F':►1 . MfrX l r1Uh, SL.U!'1F' SHr,t_L BE 4 INCHES. PROVIDE PSE YE D C:UNTRJL 1:: 1 N'T S FC1F: SLABS ON C;F'P.1?F !;';` APPROXIMATELY / 20 FOOT SF-ACING IN EACH DIRECTION' AS NOTED CIN DRAWINGS. S I DE WALk:S 3"� STO. \ � SHALL BE CONSTRUCTED ACCCRI)ING TO LOCAL COLE AND SHAta HAVE DEEPLY PioE 10111-09\ T03LED JOINTS AT ; FEET M�,sIMUfI, WITH 1 /2 INCH F'RCMOt„I�CU EXPANSION SEE 3 O JOINTS AT 34 FEET MAXIMUM. �QtdCRET _ LEa QR- sry 8alNp \ COLl�M/VS) �� y FcEEAF: SHALL CONI_01`;M TO ASTM A-61t GRADE 4":►, WELDED WIRE MESH SHALL CONFORM TO ASTM A-1 AS. PLACE AND SECURE ALL BARS AND MESH \ \ \ PER ACI STANDARDS. \ \ Y \ \ 1 � LAP SPLICE ALL CONT I NUOtr$ BARS A MINIMUM OF 'd DIAMETERS, OR AS \ �s (VOTED ON DRAWINGS. DOUBLE 9A!"zs IN ALL WALLS AROUND OPENIPdGs. PROVIDE 2' -0" X "' -v" CORNER BARS OF SIZE AND SPACING TO MATCH HORIZONTAL EARS AT ALL IIaf,TERSEI'T I ONS, 41F WALLS. AND f=OQT LM!'aS.,. �F+it't9W'i'DE fB1t7'tY1VG DOWELS OF SIZE AND SPACING TO MATCH VERTICAL PARS IN WeiLLS AND COLUMNS. / I U STRUCTURAL PLATES AND SHARES SHALL CONFORM TO ASTM A-36. PIPE COLUMNS SHALL CONFORM TO ASTM A-5-3. STEEL TUBES SHALL CONFORM TO I/t (7y,�/CAL ASTM 14-50014-500 GkE.`.E 46 KSI. BOLTS .`i.fALL CONFORM TO ASTM A-307 AND ]►\ / SHALL HAVE STANDARD CUT WASHERS WHERE BEARING ON WOOD ( INCLUDING I,J7 \ Al FOUNDATION ANCHOR BOLTS) . DETAIL. FABRICATE AND WEL,9 ALL STEEL G,-43 -� ,' MEMBERS ACCORDING TO AISC STANDARDS. PROVIDE 7NE SHOP COAT OF '_ l \ I PRIMER ON ALSIE'L. "`EMBERS AFTER FABRICATION. \ / \ ( • \ WALL I GLUE LAMINATED BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE_ DOUGLAS \ I FIR COMPLYING WITH AI1'C 117--79 DESIGN STANDARD. FIFER STRESS IN C SENDING SHALL BE Fb - 2400 PSI FOR BEAMS 15 INCHES AND DEEPER, ANIS / 1 :mob = !:WO PSI FOR BEAMS 13 1/2 INCHES DEEP ANT. LESS. GLUE SHALL BE OF A WATERPROOF= TYPE. /g 0 �/// MERCER LUMBER GRADES SHALL BE. AS FOLLOWS, EXCEPT AS NOTED ON DRAWINGS: JOISTS,, RAFTERS & 4" NOM. SEAMS #2 GRADE DOUG. FIR 0 I Eq c POSTS & 6' NUM. BEAMS 01 GRADE DOUG. FIR I it 2 X 4 STUDS STUD GRADE DOUG, FIR / \ 2 X 6 << LARGER STUDS #2 GRADE DOUG. FIR!x >3 BUCKS, BLOCKING R"IUGING #� F GRADE DOUG. TR BUILDING PLATES & SILLS ON CONCRETE P. T. DOUG. FIR PROVIDE SOLID BLOCKING FOR JOISTS AND RAFTERS AT ALL BEARING WALLS \ AND BEAMS. PROVIDE ESRIDGING AND FIRESTOPPING AS REQUTAD BY CODE. PLYWOOD WALL AND R0,19F S►;LATHING TO BE STANDARD GRADE OR STRUCTURAL. II WITH EXTERIOR GLUE::. SEE DRAWINGS FOR INFORMATION ON PLYWOOD \ INSTA�_LAT I ON AND NAILING �I, h NAIL ALL MEMBERS W 1 TH MINIMUM NAILIPJc TO CONFORM TO TABLE #25-0 OF THE UBC AND INCREASE WHERE INDICATED. FASTENERS AND HANGERS NOTED : Y. 1]N THE DRAWINGS ARE MODEL NUMBERS JF "SIMP30N STRONG-TIE COMPANY, _ INC. " AND MAY BE REPLACED WITH EQUIVALENT MODELS 8Y OTHER '! :OMPAN;90 HAVIh* EQUIVALENT PR`PERTIES AND STRENGTHS. INSTALL ALL CONNECTMS IN ACCORDANCE WITH THE MANUFACTURERES RECOMMENDATIONS IX�1�_�QQy_g�g@_ya_pggDE � WITH NAILING IN ALL AVAILABLE H(JLEC. 4 INCH THICK COMMIE BLAB WITH 6 X A — 10/10 0!4.4 1 01.4) WELDED JAMES /^GP I E R S l�N. WIRE FAMI C LOCATED AT 11/4 INCH CLEAR DF TOP of s1-Ai. PLACE BARRIER I MJ& ON 2 INCH SAND FILL OVM VAPOR IER OVER COMPACTED \ / , INC. MWASLAR BABE. PROVIDE KEYED CONTROL JOINTS AT APPROXAMTELY 200 BP/Gk yEi1'EEf', (TY�' Consulting Structural Engineers FOOT M'ACIWs IN EACH DIRECTION. \ E,YCEPT Ar ' 406 S N'. Second Avenue • Suite SUS - , Eit/T,PY ) • PROPRIETARY WOOD JOISTS A5 NOTED ON THE DRAWINGS SHALL BE DESIGNED PwIlend, Oregon 97AN 503,1226-IM��� � BY THE PIANUFACTURER TO krSIST ALL LOADS INDICATED UNDER DESIGN LOADS, AMID IN ACCORDANCE WITH METHODS AND STRESSES PROVIDED UNDER THE UNIFORM BUILDING CODE. FURNISH SHOP DRAW I NIS.. I N ACCORDANCE �S, \ ,' 0 yI� WITH SPECIFICATIONS FOR REVIEW AND SUBMITTAL TO BUILDING Qp DtT F DEPARTMENT PRIOR TO FABRICATION. Sb � �( INDICATE ALL NECESSARY � 1 I fVi�ORMAT I ON AS TO ERECTION, BRACING, BRIDGING AND OTHER ITEMS TO FOUNDATION PLAN � � ���� z9 SEPTEMBER,f PROV I tDE FOR A SUITABLE INSTALLATION. ' �a �r i rl� O~ NOR rH-An o� r�rU\ I'IiU/�SIL \\ \\ LC �1% \ - 6172 r- , \o, \ u. \ I on�roN ", !1 1 1 cll 1 ( 111111111I111I1t111111t1111111111111111111111111i`1111111111"�111�1IIIIIIIIIIIIII�IIIIIfIIIIIIII1�1111111�tIIIIItIIII�Il111111"11111111111ti1►1111�1111111�1111"I►11111tI11tII q# �""".. NOTE: IF THIS MICROFILMED ► ...�.�.i 2 3 4 5 S 7 ® 9 If1 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ! DRAWING. - - _ ---- ---.. ' OE 6? 62 LZ 9Z SZ b2 C? ?2 IZ OZ 61 91 LI CJI SII b; CI 71 II 01 6 9 11- � 9 IS b ll:.- c? 1"'l/" � �mlllnlunlunitnllltllll1116u11nta�nnlllnlu111fnfIFfH�11111nu1u1111111411111ufIII11I11ULf1l�fullu!�I11►lllnllultllllllut111►tHtlttlll!lllu!IutiIII lllulful�llulnulllullfl�LUIIIWI1111111111►t111rI11111iWWliJ111W1�1lUIlJll�lluilllllllUlllllllUliIW�IIN 1 Y 1. 4 .� A � 19 9 0 WON.__.._.�._ ..__ ,,,rw,,,_...�.— ...ter... •....• _ .,_._..,....._....._._....._._. ,y„_ _. _ .. _—•_•'fir.... .._.. •,yy <.........,.... a.r._.. .. 1 t g. Co.��G? NE ADEiZ� - T'?F / to K i CD C) _ / CFbly 2K/2 Zt1_Z 9E.4E' — yb ti B• I' \ I \ \ I G' \ 16,q 7- 2x6 STU��S tip` 69 1)17 Ac-s MECH. umv( � t\ I�� RD'[7TtJL. TJ3'S A�� FZ�2•r3 / / PAIR50"" 94_q504 1 �� /Q ✓ � �/<YMP.SON" BL 35��-ice 3" 0 STP. PIPE q�o,e cgEGnGV / n- / TYF�/GAL \ 2.e 60 ------ ------ QDD� N'lOUTJTC-sem MEGH L1n1�T c>E_1 �\ r 36pfJ 1,175A17D L7C-VJ131E N53 Z_l Z ® 1=AS\i�E OV_ U, Vr t0 2 K 6 42 GRADE DOUGLAS FIR STUDS SPACED AT 16 INCHES, WITH 1/2 \ 2x G'"/; r 5 O 1 v y NCH CDT OR STRUCTURAL i1 PLYWOOD SHEATHING ON OUTSIDE FACE. ��• v 2-ya T- �S6iP I NSTALL 1rITH FACE GRAIN OF SHEATHING EITHER HORIIONIAL On VERTICAL AND W1T'I ALL PA1EL JOINTS ►TACKED BY 2 INCH NOMINAL OR WIDER _ 7 \ ;F. Tg /3 FRAME.: OR DLOMING. MAIL WITH IOd COrf')N NAILS AT 4 INCH SPACING \O• / G AT PANEL EFOR AND AT 12 INCH SPACING NB AT 1 Nl RMF D I Ai F SLM'PLENG A S/MPSG'N" JB 2/,Z fJ S3 ALTERNATE FOR STAPLES TO DE 13 USE g Ic 1 1/2 INCH NININUN LENGTH , \ ../ST Hlie rTYPLv zx/2) — AG 2 tjlEGG1 L1N,Z t.Sj.• 2000 � TPP s STAPLE AT DME GIPACING OR 14 6tALIGE I1Y 1 1/2 INCH PACING LENGTH SEE, n'IGCH. DwCf+ P24�7 /C3 y t<TAPLE AT 3 INCIES AT PANEL EDGES AND ATB INCH SPACING AT �D. tol-1 INTE�DIATE slU'PORTS. BILLS TO BE 2 1 6 P.T. DOUGLAS FIR WITH S/A IOCH DIAMETER FOUNDATION ANCHOR BOLTS AT /8 INCH SPACING. A /'V TE,210Ae k3\ 1 _ 0•� D, cp 6L 3524e _ � z 116'r 6,6R.(TYP op TJ/� Z; X 1/ TS 2xr4 x 114 rs x 0 Z x x'14 NI '.o^C5� \ MER CER 2x4r/ 6xG x X/4 Ty 2x4xl,49 H I s r s rs @ 3/4••G<�X D,� gre6&7 TU�PA L 1� F OFICE oeeq /-Z YWO, s3NN 13 Zk G 6 x 3/,z x ger L//VTEL BUILDING ro I � ,4NGL E. BFAe' o �•1i�/. • t O/V ✓AMBS' ,4 T EACH•/ TYFP1C,4 L AT ALL 0,41ENiA• 6W erenTNE,ePE SFE O.P7f/k/E5'7- •Tin r TIGARD, OREGON �L�_l�a_et.�slQ_eQUE_u�.eF��e�►+ Y: RDW PLYWOOD TO BE 3/4 INCH CD% DR STRUCRAtAL It PLYWOOD WITH 6\ 1 I TONGUE AND GROOVE EDGES ON LONG SIDES. MINIMUM PAWL IN.9EX TO BE 40/24. LAY PANELS WITH FACE BRAIN PENPENDIC�ILA,2 TO SUPPURTS AND t/O �Z�/2 LEGY.E/� CONT. PI-NAILS S OR3PANELS GAilIIE 7IT1C1E1N171L IONOWITH 10d gTAPLE ATS IESMMON LON CENTER LO AIL STAP9UPPLE USE AND AT Af.L D/APHRA13r1 EDGES. FOR l� GAUGE 1I 2 INCH ♦'\ / JAMES G. P I E�S�N, INC. LOMB BTAPLIi 118E 1NC►EB a CEN1fER AT ALL SUPPORTS ANJ AT DAAPIttIMIf'1 EDGES. Consulting Structural Engineers 408 S W Second Avenue • Suite M SOUTHEASTELEVATION AT ENTRY j Portland. Oregon 97204 a 503.226-1286 t;&' I1..-Y,/ 2-_�SEVSEMMrZ °,tic ROOF FRAMING PLAN 6272 * �- \ _ .�';, ,. 2x�"-^cam- �..�). �.• �`� S2 j �nrcorl E OF 3 ��, ,h lrlrl► 111 IIIrI1�rI1�rlllil1l11rI111i111iIIlII�lI1(1IIII�IIII111I111�IIII11��111I111I111I111I111IIIIIIIII111III1I111I111IrIr�r11111rI111IrI1llllillrlrlrlrlrlrlrl111lr1r1111lrlllrirlrlrltrr .r, ,r ,� ' 2 7 8 i'0 i t NOTE: r F THIS MICROFILMED 3 4 5 6 9 12------ -.-.-. ---- -- --------- --- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 %2 vZ EZ 22 12 OI`z 61 77- 01 LII 91 51 t, EI ZI 11 01 66 I9•••.--•L1 9 IS••--, b E I? 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' _Y. r■ fl '14 ZZ v -td" KJ%tA' 5-N a W%'DZH PEQ„ r I x �arCa1L SCEciaOR.t 1 e SC E c� CO NC. 5L 4P, PLA N V I F_\A1 $GALGr 3/- ••s. / ii • w cid / N o _� A SCLE s: i / • �'-w 0,. r+ f 7 t. r 7-411,51 AREA, BM 2KCo SrUDS� --- -- /G"D.G, - --- -TGA Bt: PAMSSE 0 2" BELOW C vc' FL R. _ 1e o f �" ,n _ ..w„PL Y)V L I V) �G 3 j 8� rN K K t� w,a, % - - ✓ DIM N:�IONEU A-- ' wN :.` I 2x6 Bi XKING /4 T j — C- o \ j 11�Z" BETWEcN 314' M.B. I� W 1 ) s - O Or (2� 2EQP. �+I 2X/L TS pp -- ILEC>6E'12 W/ U1Z ft oi 6�A. STUD 24 TJI 35A 114"AE L-5'ADLY E /' r f I I� 3'f¢5T17. Pi PE IEX7-' i 12 v .� � / ryr- --�--- -7121 LYWD. $ / . 1 I ,15 T. H6,12 - \ 64 BM. (SCE R-4 A), 51 Yr2) �M PLAN j&e 77 15T. H6 W_ S1M15oN 6.-2-524 JET; rlSA?. - - L3,c3�/4 {5k LONG- „ .. .. , BIS`" _ IGIC vEN�Ee .• (/�-.�/4"� M.B. —� 1. AlA.'SPsaCF �Y '�x T a�f.K xlR�G� VENEER C/moo y ? `\ 2+C4 114 T,s :; x6 ,� ,/4 7-'s li SaE�►,��1 NG -- 3 _ ; MERCER coNT. OFFICE ' - 1- r a id,,. G+t�►Jfz%m& pE1Zt►Gfi�.L�?', //4 �/e 2 x ra ,/y 7— „+ I w �tAcz � tt-aE17t71t�1Cy �•C ' BUILDAING r. s?/4 '�2."f ,"' , r Z w1 2 -S/•f 0 M•B. + n f 3) GULL r.'E/5NT 2X�o I "- y TCS 'ISE SECTI Ot-� > 4j] 5 3 Ca \ 3„ I �� II Zx6 rA5TENEp W/ �%2” 7'H2E.9LDEo (( 4-r �� ��?'��,// V 'El IE\4471O,I 4 A2oO w_c[OL�D TO C F'/PE 6 ' (G oVN rfsR 5/NAC FL USN W/, FAGe TtG\RD, OREGON 13 .SCALE • 3"= /'-O" . ' /vo sc'�GF lot _S'c.4L.E: "A,._/, D„ 12 SC�4G.E //2,,,�, �„ scA�� • A/: " =/'-v I 204 @ 8"O'c, � 4 ' Zxco314- " PLYwt�. _. 316 V Q,LocKING ��?"x �X6"@ JAMES G. PIERSON, INC. - - --- 24"o.C. w/(Z)- y4"x3" - ZXG X;v TS COrtsulting Structural Engineers 1_A(5SC,PEwS E.4IT W>B S W. Second Avenue • Se,itR St:S 10 d G r,___')--A 4 FVAT Port4nd, Onyon 97204 • S031226-128b .t "o•C• 5J,_0GKiNG 0-48"0.r,, U(p wj EA 2x4 ne ,c - ��1 „ G� �_- 5'II Z 1 r/2 x 6A51 �J6'TLJO 11'111 L l— �� y�� le 2�' �4" 2"4" TJ 135X G� 2� SEF�TE MBE.. 19 W A. 6. (GQOu r At5 2 xG, o,¢ @46"D.G. � _� � X4 _ SY/01yS L't?NO/T/oOV �--'- — �� /16 v_ 4 r/wrH ANS - sourH WAL 1-511 " P, I-. �. - - __ -- ��� >;.�. ��-� �,.c, r s s�r. /use I _ .4T WEST WALL i 1 100 4 AV e'N T, _ • �u Ilia y 6212 16017. I ORE(inN Se"3 105 SCALE= /" _ /'-O" SCA/.E: /.f"_ /• p•• �' .�y��1Q cn 6 441 On M ii aw i I I I ( (III I I Mlle I III I I III I I III I I III 1 III 1 Ills I I III I 1 III III� 1!I I I II ( � 1 I I III I ( I l I f III i III III III I IIIIIIItIIIIIJ I !1I11 1I1lIIIII1IIII1!1111111lIII • . . °• - �.- - r t NOTE: IF THIS MIL,ROFILMED ( 2 .,.� , „ ,- 4 6 .1 8 9 110 11 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE, IT IS DUE TO ' THE QUALITY OF THE ORIGINAL DRAWING. --- --- -- — ---- ---- �' I' OE sZ 8Z LZ a?_ SZ 117 EZ ZL I;� 00 61 61 t1 91 C3 bl EI 21 11 01 6 9 It 9 S b C Z I"•1•" irIIIIIIIlIIIIIIIIIIIIIII:'111UIII1111lIIIIIIIIIIIIIIIIIIIlIIIII1111lIIIIII!llllulll!nlnulnl+lllllll1Ui1111LIluInlJLuuIIIIIIIII141UII1111111JtIl1llllUJllu111nlluullll1lu1111nllllllllllll1111�1111J111111111111111u1 i1!llllWllill!(1111�W�lulllll1�1111I1J1L.1111I11IlIIIIIIIWIl111 7 j MAY 14 ) 1 990 rf __ _�PL.UMB INC-7 CONNECTION SCHEDULE ZYM - FIXTURE W V cw HW REMARK, 5 1 G=] WATER CL.05ET _�" 2" 1/2" - HANDI CAP TYPE A Y AT Q KY 11/2' 11/21, I/2" 1/21 -U -.1-- -- - R I N A 1... 2." 1 '/Z" 3w - _ 5 - 1 1 N K ----- V 1112 16 12" 1/2'0 s - 2 z°° 11/ZN I'Z I/2" 2 - C-0 M P. / it 1 '/1" _H a - I HOSE BI BCi - 3/4" - FREE T-E PROOF ._FD - 1 FL OO R GRAIN - PRIM / \ r"c 5,F To DRYW ELL SEE C, I. ( .51TF— PLAN �,-9' WTOFD i 3•,w F C.O ��` 1'14"r-.W- MISCELLANEOUS '14"C..W. MISC EL. LANEOUS EQUIPMENT BCH DU LE T° R° c r R l P T I ON - ELECTRICAL. 4"SO I L + I JROOFMOUNTF-0 AIR C,OND171QN INCA UNIT , SEE --� I _GA'5 - FIRED HEATING , ELECTRIC C0OLIiJG . ELECTRI \\ 4" / o CAPACITY ' COOLING , 149 -M13H TOTAL, 108-MBH DRawINGS, ;SE NSi BLE ,@ 95 1= 0-5-A. , 800 DB/Gd7°W5ENTERING EMAP, FA,N - COOLING COIL ; HEATING 200 - M13H INPUT, 150 -MRH MOTOR. 4" -CUT PUT. AIR VOLUME , 41500 - CF'ME 0. 8 -IN, H•LO E.S3 - HP. \\ 2"V ._ _ .ROOFMOuwrED AIR CONDITIONING UNIT , SEE 3 W TO F D � 2 GA `5 - FIKED HEATING , ELECTRIC C-DOL-INC . ELECTRICAL \ 3" OAPACIT`>' ; COOLING , 93 - MP.5H TOTA L, "11 . S -Nl5H 0RANNINCa5, \ ., 5ENl5I 5LEII? 95°FQ.S.A. , 80° DBJG?° W5 ENTERING EVAN FAN 4 --� GOOLINt COIL; NEATIfVG , 150 -MBHINf'UT, l13- MSH ?�1O"1"OR 0UTP_.-UTiP.1RYDLUME, 3,500_-C.FM(E._Q-6-IN. Hz0 E .S. P. .3-HP - J - FSO O F 1v1 C�l.I NT E L7 AIR C O N D I T I O N I N G U Imo! I T, 5 E E - o GAS - FIRED HEATING , ELECTRIC- C00LrNG, ELECTRICAL CAPACIT '1 : COOLING , E? - MBH TQTAL, 51 . ET MBH �RA�NINC,S, .-2"w \� 80' DB/�?°WPSENTERING E\/,&\P FAN COIL.; 'HEA-t1NG, 100 -MBHINPUT)75-MBH N1 OTO IR AIR vOLUKAE! 2000 -GFM@,a,E-!N.HzOE.S. P. II/�- HP EF CEILING �%40UNTED FXHAUS-t' FAN • CAPACITY : 1 /50 -Hp .J 300 —CFM C� 0 - 15- 1 N• H-LO S. P (ACCESS PLATE INBGTT-) 120 — VOLT _ CE.ILINCz h40UNTED IEXHAUSTFAN . CAPACITY : 1 /50 - HP �,C� 1 F 2 BOO - GFM O . 15 - I1�1 • Hi0 S0P. IZO -VQ LT I _ S. %MEAS EF - Z. _ _�. _ i/50 -HP = 1ZO -VOLT \ _ 6" SAN. 'TD M,H. . \ Z W -__--_.__ 7- .___ A U TO MA-r 1 C Z O N E C-0 N T Kn L D ANIT°F_R. C A-PXC•1TY 5EE AI�GH'T. SIT E /\ - 1 - - _ / 1 200 G I �-Xil . PLAN , I - _ V/4"C W• SUPPLY, �� ZD - AUTO%✓iATI G "LONE CONTROL D�^,MPER . CAPACITY: - \ � � MEL- FLANFOR ��z SEE ARCH'T. SITE ' CONTINUATION, OFFICE AUTOMATIC- Zc'.lNE CONTROL DAM P�f� . CAPAC-1TY: ✓ - - -� UTO MAT I C 7-ONE CONTRO L DAM PER . CAPACITY - BUILDING G F M:. -- - - - - �A PAO:IT Y rl 20 OD G M c.. ®R'I � N A4�K W COIL . _ C. -DUJCT-_•�O U N T E D F_L E G T R_I.C.-H EA: 1 N Cz C.© ° L- . 4. - K W L_LTY_: .1ISO -C. FM I&XIZ- IN., 4-KW. l7,CTl�l1OUNTEID ELECTRIC HE••AT1NCi CQIL, 3 - KW ,C- R. SMITH r G 4Z ZE T1GAFtD, C. � OX EQUAL. LCT M0UN7ED r" L_EGTRIC- HF_,&,TIN000IL . I .5 • KW - - --_-- �CAPP�CfT`t' ; �yhc: - �� FMI 12XIZ-1N ,� 1. 5- KW . \ � � l __WALL:-MTC, ELECTRI C F1NNElD ELEtAENT HEATER . 1 .5 - Kw M1 N. SuRY �I tit. -Z-TM.TOTAL ELEMENT i_EPNGTF'i. _ -- aAM. E _AS FP- I. -_ � I, S- KM/ � ��� •, •, • „ •, , , �s, __ � <E I N FORCED •,, �J G CONCRETE d -__-- LLI-CTRIG WATT&R HEATF_ F, , 52- GA\LLON coVt2-M, p 4500 450o W,&,-r- ` NON -SIM l l-UTAN IOU 5FEL - \ \ ` 0 LE G E 1 TOUNDATION P LAN - MECHANICAL NORI / ,� �� �� MN, LI5E ITH FI A � �, - W COLD WATTER SUPPLY PIPING , ::.._:: ® UFPLY DUCTWORK . cL T AL u - - - __------- yI� I P R E-C_A 5 T GO N C REI• bOfNIESTIC HOT PIING. RETURN F_XHAUST Dur-TWORK. .; _. _...__ � �-�-- - + r, ❑ 1?XI Z CONCRETE RINGS. V . VEI FLUU1311JG NY PI , ING . —a SUPPLY pIFFUSER , 1ZX12 IN, NEGK , 300-CFM . �/ J :1! WASTE , SO i L- � DR AI NAGE PI PING. ___.. 18xta Re ST FbOTTO" Rif�IG r L_Ja-�••- �2S hETURN'�EXHAUS-TC,RILLF—, ISXIS-1N,,42-'T-C•FM. ON GIAD:�TUKSE.D © '• _ �_ -._ O fir, S Su FP LY PIPINGS , _ _ _ r -- V.D. .vOL_Uo AE DAMPER . Ep, ZTr-+ . /� -� ;/ -r---- -=�--- -H ' IG-AT E v A L4 E.. � (TDTHERNA0 STAT, Is" GKAVEL ALL l3ACKF�LLY� I t'H MIN. ot�8 AROUND. ELECTRICAL SWITG !i , gyp FC-0laL00IR CrL . ANUUT, EQUIPMENT DESIGNATION SYMBOL., o,tEao . r. �• Fr�► i u F NT `rHriOUH ROcsF.. .. 1 DETAIL- DR\YWLL E tU� DUCTWOKK . o 1 C_ �� :: ��_w ;.�. :' C A S T 1 RO Irl ` - : . .:. -� NO 5 C A�.E �'n W. 1s1►a°� " - ' IML�IMArx �r ` I , ► 1i1 11 111 111 111 111 II. 111 1111111 111 III Ilt 111 111 III III III III III 111 Il t I I I I I IIIIIIIIIIIIIIIIIIIIIIII111111)1111111111111111,11111'1111 1;1 111I111I111I111I111I111,1�II111 ` NOTE: IF THIS MICROFILMED I 2 3 4 _ 5 6 7 8 9 10 11 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Of. 62 92 LZ 92 SZ bZ Ee 22 IZ 02 FI 91 LI 91 51 bl e; 21 II 01 6 .I6-. 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E 551t�G, _ I E t J 1'12"� � "\ IU 1 2000 4 2-5 n / f - \ \ Z �\ \ i i X IZ 12"m t� I \ we-1 SOD 1T 3V4t' 110,4" ,� \�.l'/t" \ OFFICE MEN T tl " \L \ 10(0 \ / \ [j1a:_2]F] IoXG Uf TO 1I ROOF VEIyT1_ _ _ MERCER G� OF" ICE �,O O ! 1 Z O X 10 - \ 3�0 BUILI ED I IAC PR0CES51NCal �\ � I HDGE AREA l \ \ A � \ \� 1o9 OFFICE !axle Izaci 11010 ( xIZ. `�. c 0 N F. TIGIA.RD, OkEGC u' 1/2" \ Z. �► - - - \ PLAN. =00 1 v GAS, METER \j � I3X15 ; \ C "� N F. A co o c) �. BADGE AREA _ X08 \ _.TO H ES . I , _FLOOR PLAN - HVAC \ I%ZGAS- FROM SCALE 1/4 NOR � 1 � -�tw M2, PARTIAL FLOOR P LAN PL U t✓1 BING 5. � 5CALE 1/4" = 1`0" ,. ' 1111111/ III �11I111 11�I111 VIII I I III t l III I I III 1 1 III I I lIl 1 1 1 1'111 III III � t III III II111 1 111 I I III I I II1 �* '���"' �I�^ _ . . I F I 1 1 1 1 III III 1 1 1 III 1 1 1 � � I I III I ! I I III I � I III IIII111IIIII111l111I111IIlIIIIIIIIII111IIlIIII11111 , NOTE: I F TH I5 MICROFILMED L_.... 2 `j 4 5 _ 6 IID 11 12 DRAWING IS LESS CLEAR MAN — — — -- .r THIS NOTICE, IT IS DUE TO THE QUALITY OF Tht ORIGINA'_ DRAWING. --- ----- ----- -- — ---- ------ ----- s OE 6Z 97. LZ SZ SZ bZ ce ZL I, 02 df of LI 91 91 VI EI ZI II of 6 f9---.1 !L 9 sI-..-' is EMAY Z 1�'•�� } �IIInIIInululllullllnll�nllnululllnl111111Iu1111111I11uIlulI1I111uI1II111IIlIIIIIIIIIIItIIIlIIN11I1111I11�,111►1I1lIIIIILtIIIIIIIIII1,llffltllfl111►IlI�IIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIlI111!)I111IIIIIIl111�111JlIIIWlililllWU1�JUW1111111II111I111I�tI1111I1111III11IIlUIl111 � 14 11990 IT 5. --fit- -- - �� II \ 5. B ® / L 1kc r � 1 5. 7, 7. D �T❑RK SW H B_ A T❑RK 0 5, 03 5. — c E1�1T.��SSill:]111L� / 4// � � 7, ;, 9, nm c TYPE D :S `RIPTIOL B D \ c �/ 7 N I_ I / �" c D D A RECESSED FLUORESCENT, 2X2 2-U40 LAMPS , PRISMATIC =� \� � ACRYLIC LENS , i.iIHONIA #2GS-2U40Al2 OR EQUAL. \� C / 7' 7 5, B RECESSED FLUORESCENT, 2X4 4- 34 LAMPS , PRISMATIC ACRYLIC 3/4'' PVC, 2-12 _ A .LENS . LII(-IONIA #2G'T-440Al2 OR EQUAL. —34 LAMPS . LITHONIA #WS -240 TO LIGHT BOLLARD � r � \ F — AND SIGN, SEE c C WALL MOUNTED FLUORESCENT, 2 — — •;�- / OR EQUAL. SHEET A-1 F 7' L D WALL MOUNTED INCANDESCENT, 1-100WA19 LAMP, WHITE ENAMEL PAINT FINISH, MOUNT TOP EVEN WITH DOOR FRAMES . TREND 3, c #4709-SPL OR EQUAL. 3 7 F FLUORSCENT STRIP , 3 OR 4 FOOT LONG TO FIT CEILING J I� COVE , 2--34W LAMPS . LITHONIA #C-230 OR C-240 OR EQUAL. \ ,� NL L 3, G SUSPENDED FLUORESCENT, 6 INCH TUBE, SUSPENDED UPLIGHT, COLOR AS PER ARCHITECT. PEERLESS il3b-LD6H2O020 . I ' VERIFY SUSPENDED HEIGHT ABOVE FLOOR. C z H WALL MOUNTED INCANDESCENT STRIP WITH 25W, G161/2 LAMPS \ 7, PROGRESS #P3298-15 OR EQUAL. D A I RECESSED INCANDESCENT DOWNLIGHT, 100WATT A19 LAi17P, \\ j CLEAR ALZAK CONE. PROGRESS #P6714-21 OR EQUAL. \ G \ \ J a J WALL MOUNTED FLUORESCENT STRIP , 2-34W LAMPS , TO BE o _ C COVERED BY WOOD VALANCE FURNISHED BY OTHERS . LITHONIA f \ D � #SM240 OR EQUAL. \ \ �� \ 7, \V/ I K .LIGHT TRACK WITH 2 PLUG- IN FIXTURES , 75W R40 LAMPS , � C PAINTED WHITE, MOUNT AT 7 ' -6" CENTERLINE OF TRACK. LIGHTOLIER #6001 WITH INVISIBLE FEED AND 2-#6346 FIXTURES OR EQUAL, '7^ K D L EXTERIOR WALL BRACKET 100WA-19 � A 1 9 LAMP, VERIFY I I Y MC1UrdT I N�, HEIN/i ERCER , C:HT. REGA #247? BLACK OR APPROVED. L a � 11. M BOLLA.RII LIGHTS , 42 INCH HIGH , 50 WATT HPS . , DEV I NE ® #CBR-50 HPS BLACK ENAMEL OR EQUAL. OFFICE BUILDING SYMBOL LAST \ I K RECESSED FLOURESCENT FIXTURE NL DENOTES NIGHT LIGHT LIGHTIfV a P L -- LAN RECESSED INCANDESCENT FI TURE SCALE- 11,C - P—O' j �'1G��RD' OR�.COIti K / �, _ iL LIGHT TRACK, WALL MOUNTED AT 7'-6", OR SUSPENDED L— WALL MOUNTED FLOURESCENT, SEE ARCHITECTURAL DRAWING�' °�— WALL MOUNTED INCANDESCENT, SEE ARCHITECTURAL DRPWINCS WALL MOUNTED INCANDESCENT . 3a SWITCH, THREE WAY, LETTER DENOTES SWKITCHED LEG, \ K DUPLEX RECEPFALt_, f- E OUR PLEX, VERIFY HEIGHT, L m J — BOX _ L � Q TELEPHONE, FLOOR STANDPIPE v TELEPHONE, WALL, + 14, — EPvP DISCONNECT SWITCH, FUSED, WEATHERPROOF �. PANEL-BOARD MOTOR ti4 METER ' ---- CONDUIT BELOW SLAB OR UNDERGROUND, WIRING IN WALLS OR C _ILING, ENT MC ❑R NMC aate*" alb El r o 0 1 y, I1 1,111►Iili I�I�I�I�I���I�lili iltillelilllll! 111I1f1I1�lII�! 1�IIIItIliI�1iI !�III�I il1liii lil�ili �i11111 1)JI111 11i�i1� il� i1�I�I� ill 111 i1� �1� i1� �1� i1� Ali i1� �I� �!� �1� iii '; , 1 - 2 3 _ - -__ 5 I ( 7ir)TE: IF THIS MICROFILMED ( 81 10 I 1h0 —_-� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO T!IE QUALITY OF THE ORIGINAL DRAWING. _ I' OE 6? 6,7 lz 92 S7 bz CZ Zz iz (1�7 61 81 LI 91 5I-1 bI E! ?,!I I I 01 6 IO----'.. _[' ---,--- 19 S b e z 1°1•"' t �►n�nnlun�unluu�uulnu�nulm�unllIIIIIIIIIIIlII111IIIn1IINlllllllllu�llllIIIu11n1111L1�1u1�Inln!I�tU!IIIIIIIIt1111I11(n,��t�tlti�lll►llulllullllll1111111!ll�in1I111►�Iull u11UI�Iw�ulJ�ll11lJl�WilltllllL111111ll�lll�lul]l1tIlIYII�I�lluI1111111I1Illllhll) A �� � f �.�.. _ 1990 .Y'y, w . M..._ - .. iW .oYrs.w .v.....w.w....... -.._.. - ..... .rY... www-r,- ...y.�.•. �._ _,.w .-.wir.I►• .'. .' .. i f ._._.. .... ...fir...._-........-... ..... ...,, _...... ..� y- 1 J r` y1 1 8 h 8 PANEL—�AIr�--_ ___._ C1 GROUND BUS VOLTS 6 SURFACE MTD. �M i LOCATION.- -------[, FLUSH MTD AMPS -.--4 _._--- MF•,N CKT. BKR. Li P�lA1N LUGS ONLY ` WATTS WATTS WATTS WATTS WATTS WATTS \` M NO SERVICE f A A B NO SERVICE P A A E3 C i 10 5 -- -- b U 6 - - 13 3 oG 7 `ice. 8 .k�.�hL _ -� J-2,1L 19 108 13 - - - - _ 'a AT CEILING FOR ' 15 16 _ _— DOOR ❑PERAT❑R 4 17 1a ¢---- 4" PVC FOR PGE 2, �`. 33�5 19 N--eNL =l.I 2 7 20 ,ar Cell. __ - SEE SHEET A--1 \ ?.t 11 744- 2 4 �._.._------ I c� #10 AC-3, 78 \ I �iCA, 3PH 2 23 1 f X49- ?a �cr►T IC J - c�aD W H - �� 4 ' 27 --_ ze / \ / W P z9 32 -- -I- _--_ / +44�� #2 18, 31 33 _ -------- --- - --- - — --n-- - - / / � ELECT, COI ,35 36 6, / / �' GFT +44 1KW, 120V 3�i 27 000 138 +44' 40 / / 24 4 NASE WAITS 42 PHASE WATTs �� b �� KEY OPERATED __ \ \ / +36" " 2 r 2 2 I OPEN / CLOSE / \ / +36 TOTAL WATTS PHASE AMPS 254. / / , 2022 ELECT, COIL \ / 3KW, 208V, 1PH, ' / / , " C AC-1 34 MCA / \ \ \ 29,31. / GFI +44 3 PH `S� , AC-2, PANEL LTG, �IF EL GROUND BUS VOLTS L20 ag 'S��-�'/ 41 9 LOCATION U SURFACE MTD. AMPS 225 —❑ MAIN CKI. BKR. O MAIN LUGS ONLY l FLUS`' MTC. - -- - / 1iC"— \ / / MCA, 3P #6 NO SERVICE p A WAATTS WATTS WATTS NO SERVICE p A WAATTS WATTS WATTS / i W P �, W e ► /sem^ 32 I 2 - 1,3,- 12 31 a 12 J5 6 3L 9 _ - -- 10 - BASEBOARD HEAT / � � 0\ 12 14 11 - - - - - bop o(o 12 __--- - - a� 1500W, 120`1 ' 3 - � _ 1 13 C 12 F — , 11Q� 12 15 I 1 0 16 /420 / 17 18 \ f 1,C \M, 19 32 21 I — I2oD 22 ------ -� ,1 23 - -� 12oO 2a _ _ Z zo �! - 2" PVC FOR TELCO y\ / 14,16,18 2i 2s - _._ --- �" roe --- SEE SHEET A-1 � 29 t'�q�tE3oF KD-�TK-- Seo 30 � 31 � 1500 32 900 34, 33r- — ' o ers-p - 34 — \ /20 \ ELECT, COIL _ r 35 — szm 36 P-AR.E 4KW, 3P 16 39 ---- --- .. - - - - _ — \ REF +48 +48 41 -- -- -- 42 _ BASEBOARD HEAT \ 20 PHASE WATTS 0750 00 9 - PHASE WATTS (y• 77,-07 4910 1500V, 120V / MERCER PHASE AMPS o� � OFFICE TOTA1_ WATTS 3q 1¢i, K.9 = �S,�3f ® B NGTES 22 \ �j CEILING EXHAUST FAN, \ CONNECT T❑- LIGHTING \ \ \ WP. CT CAB 24 \ - TIG RD, OREGON WITH METER - 1 24 4 M 4/ON PNL PNL, �_MN \ M LTG, POWER P \ / . , SCALE: - T- 0' 2 6 i �L1�11N) REC. I #1 T❑ PROPERTY LINE FOR P.G.E, ONSUNE DAGRAM _ 120/208V 208V 3PH 4W. V4 , jp i E 2 y a »ori ,. ., _ - -41 ` mom '�IIIII►II{III'1111�1 '�1111III�II�Iltllll��ltllll�lll`Ilt,tllltft�tl►�I(fI111�1(III(I�I(III(►jI�11111II(III(II-Jill (III(I�II��IIII11�`SII(IIIIIIIII�IiIII�II'/�t�,lli�l(IIII�IIIIl�1�`�111�11 NOTE: I F TH IS M ICROF I LMED ( 2 3 4 — 5---`--f 7 - -_ 8 9 -- N 0 ------ I I ---2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO " • THE QUALITY OF THE ORIGINAL DRAW I NG. 4£ SZ 9? Ll 9Z St2 vz £Z ZZ !2 62 61 v 11 91 Si bi Ei 21 it dt 6 'I9 'L-. 1---11) S b £ z 1"•'"" 011 11 1111 111 Ill 1tillt11111111tu1�I1N;'�u�lul�uullu 1,111�1ul�llll i lWilhd!I!Ijwlll1011111I1t dw1biffi1111�11llltulIIIII iI lou! 11t�U�1lIUlI1lI1�I11�Wi�WI�ll�Utl�llllWtilll�ll!!ll>1f111�W1j1W�IlU�llrl�t��ll[,IIIIIIImIlWllilt k MAY 14 11990 ..< .r.....+r.-. ,.nwwwr ..fir--.. rl / r+- ..w...—...-•-•....._.................a. •---fir ..-. ;, y..vi. ....._ .. a„ , r, . ._ .. .. - . 1