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11705 SW PACIFIC HIGHWAY-3 24 �o+l - - `—O+I pit h 111T + Val �pV O north Wing 1 �^ -N,05 A/ A'r6 J 'f I I 1 -J- - --- - - -- --- - - I #� I - - I b _ _ _n I, I Fj-- 41, AS-BUILT Tenant Plan I `v' 0: o .n I 44 –`T ti Ci - �•l clvi-: �- �•; MW 4� o LIN G 11 - APPROVED FOR CONSTRUlk +-ION CITY OF TIGARD / j , U , v �� PI_h'MIT NO. _ _� SITE ADDRESS_-tZL? EKY - ^ TITLE.__ DA,TE l- S�1Ee- r vti� of v ��� '/� 4 -5- _-- _ - I � I - I i -. �_ ... ... t ` '� � '-.. ... -:.. 1; ..• �_.._. .... ..djrlY3f .- '.irti,w,y � ...:1 ,. -.. ��•.� t y"' - � � ,�1�-�1141w��)wW-t.w Yw�ii �-.wY�+�_+„^�I." -.... I.Mila..,,.• •. �• r11111�1 1�1 III 111 IIS ��� III 111 311 III III III III III III III Irl 111 +!I Ili�lll III#111 1111111 1111111 111#111 1111111 111111 IIIIIII IIl�tll III�111 T11#Ili tell#tll III+III 111l�II ..,.. � -a „ NOTE: IF THIS MICROFILMED ►1- :rr .� # +. 2 3 -- --, 5 s 7 R i 9 -- ---- -� -- 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. dE 62 6Z iZ 1t %Z b? EZ ZZ IZ OZ 61 91 11 91 SI to EI 2, 1 0! 5 8 L 9 S b E 2 1O1•'•' j Tj 'lt NE 29�I111lntullll1111111111111111116111!Ill�llll11111111111111111J111111111u111I�IIiN�1�1l1111{I�11111{���lalullln�)11n(1���1�jl�m�#fl`11�uly,pini♦�nlilini��ulalulln111ullu;l���uuh�.1@+W�W��1111111111�uLLL�IWI�Wuu��llll�ll!lullull�u�lln , 1990 SITE DATA s�rnr• SON .,o,�aT`+ 'O -_�`— • --_.,.. � `� .� `�: ... •TSP Cha I f''`4 v�i�. f✓< }" tir•IA77E'. 2:2 ALJ .4� Cs�L7 _ ( I `i�✓ (i �pfv�r7 ,�'7 "�f r1.Z�f�-� f Q B. \ c AA-A. "C>-Z. .-atiC,.- s`y ' _ r.... �,• L�I �•.� GOUT. 1L'I � ••7T1 YJP'1 L'7 ,� Y v -�fCO �"�• :? �S II / / r•. I r-, �.=� J.,.G SAW COQC, r A 7 A / , I { 0 i '.s �cvro�J �:3 2i �Ea4 i6 CODE DATA - (o d ♦- 4 �, ,rO��A.+s �. JG1,Ir, tZG'ycw� IIII \ /y� • , ✓i(/,7A".G�' /�G_, b'2 t. E 41 — Nf rnpP•(�i tiG Dp u ;�JPipes :� IIT . am, P. Ip000 s.c QJLIrrTti :;L-A.0, V . � 3 �f'FO.�. .Tv K.x�n f'1'h�Q��(� �Ip��1.4� _ I s�h �u ��� Q• ron ' C4� �, r h' 00)0' �- (p!!.,�U ^� ciO,r , �IQel AT4 CRs \ C5F10 . Ir2 ren. ,n vt yrs f�J1l /YfS' fit�c,waL [ ae t'w.L r V,w 1�.+C. j,AwT ive- n�p "I��u� ���`>~ - �: PLAE DETAIL PR `� -�� � BICYCLE � �dy •,� RACK 21 \SFA ``� `• �,�` `�, .. 1. I i � � .=�'� � l � � � \� N/ �O, .dam. \ ` �' \ �` ''rrII 1 0 W :5... 0 m I --- Retail Stores \� / GP.PcUl.:46 C O Q UJ 0 w Z hZM 3G'�• LLJ 1PDP R A►�b l.s J� _ __-__ _ I �QJ r?�.b,0' E_�V,i'.' iNlt`�►JzoI h•+G�� % \ " . i/ � ' vFAiCA'f10K / (7 06 �. WALK SECTION : -�' ,�• � � � �• y .see PLAN &WOO �/ H. C. RAMP //� u/ AJ ..p �� LLI 1w 0 � ixTP.u:TW CO►-+C.. t.utD � c�� � i ��, ��(�+� %/V ���„'1 \ � - _ .rA� r i N� �V '� `1� !'• ,� � ', �` Q 1 r �YNUOU�WASrCviij' `: ;.'°' �J �p� 3 UJ im i1 `5 i �/ k DCAL �� , mob _ _. _._ ~-- y RR Cn tr XI � r ca ter, -'1 Cr) 111 41 If ry /6, , E �CTRUDED CONC . CURB , .�- ! I, c, , - �, ; ,U gam• ! �., ?� . , Sout n' j � l,`�, a aw ONTRAC, FORS OPTION Ix ► t� �. - ., r / �\ \ �/ � /av/ ~' �`•. r/ I R A X ”( 'PIDP�d+S ��` �� n� �•�, A '��'a. �:, P ` y -� ,1 /a � Restaurant r- R^��,rE �e 5 f�� 5''G LL _ -___ ---_ / �.� / I :�� �Ct _ ' ' '' ♦ -- '� (� '-'� i-�D/ IQ reer L\ 2 /140 lip 0, j Y~,\ �^� • G' G D rYF: D"JI = `�, 2� :�SC''GZ' v� W titi..✓/ ..�,4�,•�� •,.,, , (�. '�►:,`1: ;7\ % '•.,4,,,, �..:c.G�i,r � � -�'. - - 1 � r., � � e! S s� Is s�"l.f - •',,,� '� ' �'J /' � `d „ '� \�'� 1 it r NP )0I -- 00 'A C;IA4 ZA46 an Cin P*ft N � •may. w �� I ��� a.,I ���•, _ , � i 4 ! I ( p�;. �---- " . � ,�. - - - -- ._.� _rim` � � � ':�� R -3��1.,,: . II ' .i � - � �., ► ✓I �. ! Y' . .+,.r.. iri... .+� ....a.•r � r ..a •,-P3tyJy} •f, .112 10, l2 e,4r. �4�6 t g.6'' � ..........—.— �-- al rar 514ar a � '�s- �' � � I �•, ^CIO ...J '• • ljr,..�r-r.' G•. _-fff .Cry• i - _ - �.s R rUNRG .� .�; - -- — — ._ - ---- - _ • - --,..-----•----._ ___µ. �... _.____ . _ ... _ - _ _. _- __. _ APP OF �»- I P PERMIT NO '..�=- pATE_����� 711 '= I- _ -------- �v; .. 2 • sy. Building must he according to c;ty :odes and final inspection Walde before i APPROuE� FOR CONSTRUCTION Z1'rY 0 �rGARp OF TIGARD ,. S. W. P a C 1 f I C V i M`y _ _-_ __ _ . :__ .._.. IT o. j,�� SITE AouR Ss L1 jr �� SITE PLAN DA7E 1 _ P pE�RM � �V 0 20 40 60, SITE PLAN 'u ..;�•, :: ---"'%/Sfyryll.- - -._•_..._._._...__�� o��, , to r �(� �• " ("1 _ ..++#�11�c.N.i,1"Ic'r:#'rsWsw,4�b'7_a•w:.d�,ll�, d... - r ..wetY�M�f ... • " �w IF v, ..- ro.�ritiPx .,p.�.r l_.. .. '_ '"af+i },. 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TO STORM / Q/ L??�_ A 24 r1a H GRLATER THAN S' -EE PLAN 'WWEK AT EACH END I.E. 226 f �' _ 1S? 35, /D S�`� // / ��. -�'�� ___1 4, � ~� TC�r21Zell I r 4'Gt'�' \ �� � O 4. OMIT rla H IF55 THAN 5' s `4716" PIPE DEDDINb Z? 7,So \ \ `��\ F. , Z r sw �^ 2 1.7 29 O 3" \ LE• 424.0 `` 1 \ Q Z 4 DRhIIVA�E DITCH �I c.o. - ? / /' 3 J (n 4 1�tt I �\ -�_- f 2g W GI N.7.S. o 4'-D" A -N 6 OR hREATCR All ? ' �u // �'1t � � EJB.' • cc 3'•0' ani H L 55 THAN 6 / '�C / \ % \-�.� �� i% g 3 •_RETAINING WALL G I 5CALE : 1/Z:-s 1'_0•- - ?To \ �` /� C,e►. / ?g •� \ `\`� / e, 1 / �� M // RIM x.4.5.0 ` '� r �. � 11( / , L_IMI T ¢ F Cs� 7r.lr- \ \� 6 cnry/f� row \ r ' 47,3 V 01 g� \ - i / 225 ` r () ? 2 Z 7..o G1. \ 4, 224 Q.o. LLJ /� r I_E. Li N T C.O. \ / I „.,, � C f). C�. � r'I "' V / 1.6. RIM 0-L-4 40 % n \ a I M - 2 Z.a �• —\ 423' r �l 1:0.3 ;c I ,r � I soot Wing I �' \ CC 41 / RIM. 222,0 Q S C '�4 i rare s"2a� R � ✓' L 1OT. 5-7 �J Restaurant: s �, r� 22� , ------I---}I-- ---- - -- - _- _ , ._ -- --- - -- - -K \\\ �i PIN. Flccrt - z2�1.5' \ 2°1�.,py /�� 05, CWL) U. 22� 27. z274so -7.So `\ \ / � S= \` L - ---I. 0) 2 1/408 r!,o' !I� �2 01. ry '147. , r. . 7 i 9'-0 UL 0 Q a I 0 ; C) 0 o i5,�j„ c- FS.'39.4.5 LE 220.5 L25,5 y; r -- RIM. 44.j. �`� 1 I GAS S Si°.SG '7' I / I•E A � -- ..� �� IA. X19.0 , 8rr14 c. R - I _ Z `23'i cf) 4"�CS.P. - � - CL ►'E'122'2 ��. - -t .Zr „S e Z224 2 �.0. '� �C i = �'' • - - - - -- 3 L / G!-I 2rcr."2 724,0 w --- -- T o, ( 0 h J` ✓rte/ � ' --- --- ----- ,`•`t' � �g l_1 1-X I,T. SE KV 1_t, \I r, :VFRIFY 517Ekn zz3 h' IR6 41YDhA 4T n \' N - -.-- — v� --- -- U . /FA15T,_ S-ERVICE ' ►—.. --,.F .__—. l- —•.w_ __. l-_—� _ 7'/ - _ _ _ / �p1-LN�4 _ ..s•GIr'�mr !fes (r• _ _ 1.8. VALV�E� - Ef � zI 4• I (;I .iA imcG f AA'7ii: I"'I P'C►� Bd' 22'l_.7.. T. r P REpr.E 5Mr5* 6 NOTE T Ij O Ju G�.�g Cul F_ .� e ; •1 LIJ,�C'I / �\ .' a -TKir °F C.IIFZE`.'i "-�- ''� / li eX �•"`.�i �C-_..� .. 22z,2'� G. a ASW _u,43r=U7 �ryr� N� FagV; .•Q , 222 4B T.C. % I PRWDF. O.5.H.V TYPE C CURB`) IN KI(1h i OF WAY- TYP. �l v l0 41ry �y b 4 .,1?I?C +z, r� APAIL. 12,b'4 -- - - -- - MAY 21 . 94 �'; ' S• W, Pacif ic 14W GRADING PLAN NO-TF-5 L E G N �.� ,.��-� :...-�:�, �:, • ,,�,,,��c � w 0 20 '40 60 - 1NOIGATfiS E,1STIN6 GONTOLiR LINA T r S.. �. .i ,.1,-1 mp ,,,,I",.. 4f !(::'-t)4 ---1'15 IN(�IGATES pRObOSED CONTOUR Llr.lE q... !�C xxK.X' /----- IN[)IGATE PIivF'aSEV PO1N? ELEVATIONS ? Zo ;o'C Q � 1 � FLOW CONTfZOL MANH•JLIF - '-SEG � ip:p u `rti'T•=a�� /� •_"'•-DEQ G� 1 /xxx ? 1 2 O o' - , , - ���IIIIIIII .•�a�.�-•,....-.. - " �., i f 1 ► 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 II111 111 111 IIi II 111 � t l l l l l l l l l l l l I I I ! I I I I I 1 1 1 1 1 1 1 II I I II, i III I I I I _ .•- - - • � k �f � 1I111I1Il � IIIIIIIIIII I � i I: I � IIIIIII { illllll � lllllll { 1111111111 II IIII11111111{IIIIIII{IIIIIIII111IIIII '.r '_`. -,. "'.,� �.•. °�' ' 2 3 '4 5 6 7 8 6 I0 11 I$ ' NOTE: IF THIS M ICROF 1 LME D r.....ak.rrr•.r.�-r..r ..... .,.er,r.—_ — — _ DRAWING IS LESS CLFAR THAN — -'� THIS NOTICE. IT IS DUE TO ME QUALITY OF THE ORIGINAL DRAWING. --- Ac 6 9z I 9z cz v fez -Z-fz.--'--_i•a ►••.nz 61 of L. 91 %1 fp1 EI LI II of 6 • t 9 s 3 E'--- Iz- II.�-•'�•' .NIIIIIII,IIIIIIIIIIIII{NIIIIHI{u1111n�I11II111I111fIN11I1111I11N1{Ili(„tU�11�In11/I�I�II�IJII{IIItIII!J ��I�) (�IIIIIIII�UUII�IIp�lll�lllll JUNE ._.. _ 9� 91990 � • � • R.4 ^ rte.+ -.....,...r- ..._:_–._L— --..iii..,_..�by..w+r•N1M.,,r,lnn,.._--__.. .... .. J.......- ....._._.... -_.�I ., r v +.+epr+. –wr"". �, .... :y.,F..r.. . .. i►+•s!!-i..3y. .+ilk ¢_ ...Yw :ibY4" . .\ -- 5.ZZ --�__: �j 5--a '1 Z3 zloe4c [.� rlAc4L,- 3 SGS% G c C Z,4,#C7 -m va-Z.-6 F a 50 50 Z r �./'�� IMI A/-•�la riG :7aJ''6 2's- 9k47V E IR 0 In I. � C\, : cv 4,0 TRi NSVERCE EXPANSION JOINTS Retail Stores o I TO dE PROVIDED AT EACH POINT OF \ TANGENCY OF THE CURB 9 AT OTHER \ i / / c• ,v �• LOCATIONS AS REQUIRcO TO LIMIT THE \ -Asrr 35,19 r spa:_ 6G � � I• � tal ' SPACING TO A MAX;MUM OF 20 F1" ?p� -�T 402 iG►) a 2 MATERIAL TO BE F'RE- MOLDED NON 7 EXTRUDED MATERIAL WITH A MINIMUM THICKNESS OF 1/1' d TRANSVERSE CONTRACTION JOINT / ,�► �.�s=c-. '� GAG' ' SP:%ING TO BE N07 MORE THAN i0 F7 J cv 2 DEPTH OF THE JOINT SHALL BE AT OF THE CROSS \ as / \� / r / ~ 1 a !v LEAST ONE FOURTHh � �' � � / V✓ O Q W O SECTiONAi_ AREA CC CONCRETE BREAKING STRENGTH U w I. T O B E 3 0 O 0 P S I AFTER ?-8 DAYS -- -'-- —--—.p 6j� v2�3 ,� -- `� \ ASf+K4rT vovB, -4 — yam•c - \` ^,6 V �a'i� 'o �1 � fn O V � •� w � o SECTION DETAIL �. I err / /2\ ' N Q H ;South Wing \ �. // r y� ! u (r 001 A , � %.cwt-' T w W Restaurant - �r------- --------*------�-- , �- ----- ------. •c \. r ( MM -'s - -- — s, 1�` \r � 3 iC)' S=' - - W p z O ic r) cc op -- - \ - W G� .1_, � v 0 Zo 4 I J- r _ 2AR21_2 LLI cr. (j M v cn - �`_ -,� ___— --CrS' .6.5.0"�G SJ?'..�.x i-�►�•..'- �a :.s- . . V dr9in.G �,�s •G' n•.0 aC•� 517f..•4;.c R srSTN i to ry0 4 _V � �•� �oA'a C✓ GUT �/ I ri VI/. Pacific - - --- --- ---- Hwy. DC7 $ . . . - - - - - 5 �. W M •/ JISNNGtkI Co. 4-0 ;�-=8 .r 1I ;<,.� '� �f �� - - s�� s,z3 a. �-r .ra S e U. aCJ2066 CCL � x-�TA `` '�l ' a?T'I N L �_ Fain. f+S' 1LT �kiv�:� 56Te eK�6 �NrQo �+ M I =¢4`'�a� � ,�+CL'Ei$ ,5 �:•o„B,3T�•�e*s O � U 5r ��-ArE 4We --%or U. CL (n OD �°RONTACE ROAD RELOCATION PLAN f ' i 1 llII 8 h Yl, �� �1 �u �M) '��C`�SOLE ql vc-2 G � 2 ZZOG •-- �'�•/�j(r..i'� tti-'V L% ���•"�'""�. %p c G G v ,r/_� F�c•,-<..,� �� �i'"'��.5 ���:v�VN � �Ci�i�-..3.� y • off; �,� ........ _.._.,+•MidwA•.-.w.w<. .._ .':r""4wl fvw0Qw,mPV�.�'111Y+�.+::':,—Il� - Wn�FY..,v. . .tMMIGFn/�.�i'�' _. :..,r/�..•r.._ - ; � ; - , � �� �11111►Illllllt Ir11111f1�1�1r� �rt�rrl�rl+�It+ IIII+��rrY�II�I,I�In1111�111�111�►IIII,Ii1,��1,1�11111,1�111�1,1�1,111,���,1��,1��,���,�1�+��1,,1�,���+�1�+� r11111���i�11,1�1+�1�+���,�1�,1 ' �..• ., .R_-__-__. ,,,,► • �__ 4 5 6 7 A O 11 1 NOTE: IF THIS MICRUFILMEO – - - --.�.�>.� —_ 'JRAMING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 1�QUALITY OF THE ORIGINAL OC 62 92 12 9? SZ ►2 EZ 22 is Oz 61 91 'Ll Of o1 11 Cl �j 11 01 6 9 /. O S 111, ,--'-E 2 1��" N111NdlmlanhwlonhNLlalud�a►�iuhln+llnhullnnlNw�11Y11I1u�111N1`i11111A11�AW�l1n�Wllu►� .� � � M IllllllLlu�wl�Lw�11uh1�N) � JUNE-"PTI-91 f , +... .awrw -....w.•.•--- :.. -- .. _ ... — .._._,,w.1�.,�7 .-:Iwy��t._ •- .....p.rt -.� ,r . n..- _.-,._._ -_ .. - - ....r.__ .','.'�-'i. sa.:..-a+- Ali -_._. - .. -- — - — — -- IF— et F �. Fbbg :c. ��r rte._—� (it A. I , 2X� .1 - -40 __..—�� — — — - — ---- — -- -h-�OE 0 ,r �' i I✓t,V.U, y� , �f �7�/(� ..�,P ( I " y) .a , r--. I - Off" N l__-=� c� t,, F Ys' ::. - G i % r{oil R W AR ED ROOF PLAN REFLECTED SKYLIGHT PLAN - SECTION T - - _ ---- -- 5O� � 0o m _ H R U BAND f- I �,'A.� ,aa N -- FSI I W Z '74) 6,C %i5Hovko/1r4N — S vkE t2pN1' D� c.� I Q cc 05 Cb 2,S r. l�r xPosEo , O CL T12 SH �� a. , - k1)0 ! "�� �� gIMB I. 4 e i9 ' '1 -G�� ��•.-� F''!��' ✓ISI f���\Y•�►'J'�'r'J`' r�. -- - --- ---- I I Vq CID }} i OZ I�-�}--- I`4Jl . SOFFIT DTLS. ,�� II - - ; w +'V A P �' , , 0 I i D a1 .6 \\ 0 z .4; 0 C/) 4 U) - �- cCC ENLARGED ROOF PLAN REFLECTED SK.YLIGHT � PLAN _ - `j �; top Ir / J� �■ Ll. - 6oTTorn o>✓ �FFtr � / � U Q \ \ 0. J t I 06 10 CIM Cl)-I / n OUR W WO H ALL NOTES Il;t wa 11 requ i rements por 111. \1aupu1 I T)es i ti;n No. 113111. -' x re studs (a 16" o/c with two (2) 5/9'1 I G \ \ < \ G�,G� layers, of ty]tc "�(" ,vpsnI wailboarl, lavers applied \ - i / \ \ \ ' P either horizontally or vertically. Inner laver + �' �I ��,\�� / /y,; U �\ a rtached to studs with the 1-7 '8;1 nails i 1 s spaced 6" o/c. Outer laver attached to stili; over inner laver ,.ith Cie Z•-319" long nail; spaced 3" o/c. Vertical ;pints located over stuls, \11 joints in face I Nr,' /! (' A \ layc-rs staggered with ioints In h•Ase layers in(] wit] joints on opposite side. Joints c, he eit}?er exposed or covered with fiber tape and join finisher :1s an atternate nominal 3;'.3311 thick rsum veneer r, ��� 1 plaster ,nay he applied to the Entire surface of _— ('lassified veneer basehoara. Joints reinforced. Nailing; is to he 61 cement-*dated balls 1 -'i t" long, -- - - 0.(1[115 it,. shank diam, 1/4" .Ilam. heads, and U \ - cement-coated nails :-z/9" long, 0.111 in. shank - �' \ \ dia.n, 9/321, diam }reads. '^ c�tA)►/�N� / C Tube column Column with Dei�ir,n No. XS26 Wrap, f, C3Att?9 \\ _ / / - ,*rs of 5/4" tv e, —. 1 See detail R,. h for corner In` �ylrsum wallboard. �"OOR P� tallation. OUTH Vltl��� ELEV.OF COL. PARTIAL FLOOR PLAN P A DOOR DTL . LEGEND 2 IM I ill 11 0 111 111 111 1 1111 1 1 ( 1 [ 1 1 1 1 1 1 1 1 1 1 ) II 1 1111 "".:•+••r -` � ~ - - '"A ��_ "t" •' �111 � 1�, 1111 a ` ( t � ill � lll � lll � ll } + I + X11 ► IIIII1111111IIIl � + ll ) 111 � 111 � 11 ( � 1 � 11111111 + + 1111 .► NOTE: IF THIS MICROFILMED ...�..?.-,, 3 4 - 5 6 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DDE TO THE QUALITY OF THE, ORIGINAL DRAWING. - ! Ot ez 9z Lz Sit Sz 1Z Ea''' iz y'Ill 02 of 91 L'-1 91 51 t'1 C1 zl 11 o1 6 9 L 9 s r e z 1 « di111111111111111111111111111111111R11l11�IIIIIg1�H11�N11�111111N�W11111{IMIIl�;�IIIIItHIftYlUfl�1111111J�111'�Invlllul `�• - i I�il�$u++.ll�lw�l+nll�IIIIII�r�I1�MnINlullwhwlu� wdwllwll;auluuhwluulun , JUNE 29 21990 - 2 o -- - — - --— -- — - -- -- f— _ ------------ orlwaLr1-4 SL-A3 w/ I ..' GI11• :.3t2�r✓f �; N , ;�r� II I I / T— Li - - -- u I , r t . h Win i i C oAlOe, ,� _ __. -- _�_ r — -- --i ` - 4 Al In -- - — - - -1-- I -- , �n rL CV, E / T hll'N I l S . tA; -N T ' I I tV o I I p -� _J C14 -- \ _ r I t _ ._ _._ r-r �r _ i� •. �i�y, 8_� { { Q V m rn \\ r Nit, wsl-J�-,r L� t y�' _.-_ _— —' -- \' \ I r,(i'• I -ONa j 4 G � �xh=2�C�7 A�c�Nc. � ( �� �Z Z 0 CL Ct J ar O Ow C Q L,. \ f� y. f. �, \ t �.ti ? 3 0 tip ¢ 7- r II` 1 Co a f -- PART'IAL FLOOR PLAN L Cf) Z tir r tj ui -- _ ------ - ---- ; 2 H / M. -Ire r. �` L E G EN D _ O b.OGn+ .r. 1)♦ W 1 N j � I —� _ ..__ _ c NG r r1 •-Jy; :f ... � D yK �� ----------- ell L) 1 � � _ _ -- ---^ -` ✓ Ott - � V `+ to :\``� -^w � � G�LJMN \ •; ��,/ -- -- — U --.- / �t r U rcmcnts Iter IN, '`Manua 1 Jcs i gn No. �' \ .� , R u. {I t� ll _' \ Co Iitlltl5 2 1i)n o/c with tlti0 �?� 5/;{'ti • r ; lavers of trltc "v„ gypsum %vallhoat-J, lavers applied either horicontally or vertically. Inner laver attached to studs with the 1 -'/S" nails spaced b" � � t `u' I / � O � ` U. CL Q 00 o/c. Outer layer attached to stud., over Inner liver n 1 with the 3-3/9" font; nails spaced 4" o/c. \'e rtiral �.�� I °- _ over surds. .111 ioints in face `1' - � - I /CL lave"rs staggered with inints in h,),e layer~ and with �' -� i (WON 06 ,joints on opposite side. Joints can he either Iexposed of covered with Hher tale and join finisher. .1s an altet•tlate, nominal 3, .;"' thick ;vpsnei veneer � ialaster �nna 1�^ ap;lied to the entire surface of ,- - - - -- -- - - it I � -•neer hasehoard. Joints reinforce(l, ` ' Y a Irt� Iti"'t�re (id cement-'coated nails 1-'/9't long, 0.')'.115 in. shank (Barn, 1/a" Jia., head-,, and 9d � ENLARGED ROOF PLAN _ � REFLECTED SKYLIGHT PLAP� - - - --- --� 1 ce tient •coated nails �-3/9 long, ().l t 3 in. shank dia;a, 9/32" di.am hands. - g 11;2 columns and tJl. Manual IJesiJ;n No. \510 ,�'r.l�p O. Ip O nn with 3 layers of 5/3" type 'tat" �M rvr nnforz �L !N ; sun I;, I lhoard. See Beta j l 9/6 for corner ill- r, G,�s �� r`-� '1 -ti V, / -' �. 1 ''RA 1� ki3Gf3PT' /' - - r 24" o I L)�AM �d p.vN00� �� �� �'-itJG,vp ,,�v�� P _y 111 � .,• _ I 1 I` "'% • :rV"r:Q+ �y 4� r- , I ;'x4_• �C'`� Nc7f'tr.t �(,ITO -. - -----�._ - t I ✓ ��... -tel II ,I p��'' �� I:t�.., i\fit' Y=_�'J"�.iA �: �� < �s -w'� ,�,� ✓Jam Mc..�,tiu LOOK PLA ORTH WIN .1 r - f I ��, ; --s. y . y fu vim. �, l� .F - eGAZEBO CUI:�B �' GUTTER iTL. GAZEBO CURB / SOFTY DEL9VATION OF GAZEBO --•--- - i;�C','- -. n .. ,.,, w .__ .,;,�'P�b �s11�It.+iow�.ra+Jtl�Iw� ..., .:.,._:t '� .. i>I� n¢ua..,..,....,...._. - ... •••,+a... ... ., �. - -:- r .. �,, I1 ' 1 r l l l l r r r r i I II1 f . r_ 11 1 r r l r r n l l r 1 r r l r l IIr 1 I I l t 1 � 1 I III III III III III lIl III III III III 1II 111 III 1 1 Ill III 'II III III ,�f lIl III 111 III Ill t� (t1 III IIl III tIt III III III I{1 IIIIIII 1 1 II1 I'tltlrllll 111 Ij1 III 1'111 ^ " -, • NOTE: IF THIS MICROFILMED18 17 tl 9 (�I� r r DRAMING IS LESS CLEAR THAN THIS NOTICE. 1T IS OUE le Df QUALITY OF TFt ORIGINAL DRAII:NG, QE bZ L2 92 SZ *2 EZ 2�Z112 OZ b1i of LI 91 it ' b'I ' -E1I ZI li 01 f 0 [ 9 S�� 1' 'E' ' Z t►IIIIIIiI1NllittlilH1It111111NI11Nr1111I1N1I11/IIINIINIIIIIIIIIINIt111I1U1�AI�In11I1111I11�1�t111111I111rItll��111�111R9111RIO�Ifb�lII�11 � �'�. _ �WW�II�I�I1111IIWlIWIIIII J UNE 2Q 1. 999 3 L p _.___._...._ G•(/� G�' SIG" �� T`f o G41- FOOTING 4._FOOTING SCNI3DULE -00 MIT 05-*' k t)-O'XI �+- hl r f-S, i L_1 s -lo X I•� ''1J �-� �,, ✓✓�y i � � I i 5 4.0' X 4-olX 4• NR=1N�o?UD Id L~ to 1 � U - c 1. Thsea ,mets eat n"imum ssardards for sonsWtucaon. into draw* -- - -- I I J (1 I > Q k ings gowelm ovum libb c,wrroral Notes to extant alowrl. 2. C*ntraulllnr whal.l verify ail dirru►selens and oon,iitione on drtw+ t; i +! Q f•"� 111 - -=- { ings au'd in 44W. Coordijwtw locations of evenings wwough hIM ¢e� floors, roots and wa]is wt*. ireatausurat. wpakanioal awi I 4j -- r wiauaaiaal pla•�. Notify design aq(Moffy of any .iieumapanales. I �� r_ _ -,� V �© 1 !, CAntractor shall uruvi•ie all necessary tarnporftry auppert prior _ �_-_ /1 ----- - -- _$-� - _ - 1 1 f r f to crornpiwtiou of vertt:enl awl lat*ral load systema. , IV - - — - --- �3 � L _j L+� - t_ L- m - - ✓ 4, whys ru[urerwe is Matra W ASTIt, AISC,, hC1 or other stwujawds the latest issue shall apply. 5, ltrspawtion and/er nob sylrrrvisaort 1s rout prvv# ►y llris desiyw I �l; -- -----_-__-- _- ------ ----_�---- �'7 i eyullay wasws utsasifiaally art,anyed for by aer aratrr Q*nllmaet. �� I d \ y 1 - — - --- -- lh 0. t7scje ssALI kstnarrcled byshull be :Itlleeyooep�i vroe wujic�ralothertho oycnteiwr�td tUvwCI 1 �'�'hl \\ �/ n`/ • 49 . \� Q ,, j `! of O \ rJ I! 19041 eodes and WALdinI re44Lremesim that apply. i • �r 7. Design Critariat .S� X� l e. basis Apof Load (sr.ow) ft. A • y�► / '�X� u� 5,�/ Mil b. wind . . . . . . . . . . . WBC OOMPH sone expovuart B I a "► T �- / / Z,r s. Saiemio . . . . . . . . . , 'zone it I js �� � ryM. ,/ � 3 TU$& S V_r,.. I i ek�X 12 O > O 8. MachanloaJ. equipment, muohardvai - - / «! p►1 . sod spriwkllz piping laa+gep I I . 1 �« t t 1 J I .J N Van 10 din. ar *that items pterduollny a hWer load over `QOM � � �� / O m shall be hanq by a jystam appruvee, by the daeign "r ey. hay �t haftgwx produotng a load aver 2000 shall have aaditiooal fraxiLnq _ I N I CI r'�V (� LLD z 4-astw.11ed to tlawofer those Zosds to the main struvWral beams -- -_—__--' {y _ ---- �' �R 3X aJX�'� '.�= _ /1'� W 0 or walla w►lese otherwise �p woved. 1' • .�� =�•'�: - - % I. % d � ', •.rJL.M'J s..: :- - . r V �. Cr SID '"Y n r At '7 i'1'a s D N\';• 01 4. _ G A IX, �' DING ASG v w 1 SV A !�il�"*I�DL Z ry. � i � { i I it E-------- - --•-- -- ----------- �j V o • ! �XGA.rMN u I '���=" �- J =oK - D Cr o wLu I a _ 0 �. W I •�.N �� ��.�. ID a ~� FOUNWATION PLAN �, yuj t i C� •- 1- tv — — I- F�� -- , 7 17 0 0 ---- I�I I ®'�""�-� � M1 1✓n \` �I�Y��,•� L n(//,/ t�l� I 0,- AG-� bVb Y 0�J 4- cr � (/vMPAC1 �� LhJ"j�sD rA,I�pvc.. � � Z 0 r--1 LJ�ill✓\ r - DTL. Al ANOPY COL U •N n CO�VSTRUCTl,v_n �. O11VT DT_ L, _ • I in � A f l �u 6'x��t"-�,�,c�•. To b: WI�P�b 'Ni a�.,.�M,►�1..M--j� ( Q LINN u1+), , O` ?o M e-4 �,�'o!t���yN7-rrr _A_ ,'J� !�' M '� r W tea•wwY e;v 4!'_ WNW I14 v' �f di or Q I I �' I /� Li, •p a I l� I E f L2 I i �I r.I �� flhlM 'Zp? , I°�""0M .�-, • ��� II _ 2" Off• D a�sN�,_�rl 1. 1_ • _. -- 4- - - -- - - � ----_ p��'_' --- - - J -4-- I i L-S-f 3Ar10 G(15N c7r� '� -_ -� v a ;1 �i� ♦ _ / d '.-�✓ C1�' --E- 6 I c J Co MILL VlscrUC1KN ! _) • n • ,•. -r i � VAAoR r3,atGt2r�slz, � I,�! 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NE_ ., 29 1990 40 ._.__ ._..___..___. __._ ---""""" ' 1111 - --' -- J.rlrn""' .---• ......- .._._ —y,�a...,_...,.. 1 r..-_...... .,,,cMl�,r,r..,,,. ---__ ._ _. ..- -. ._ „� . -.rl�'J�ir °-...__ _._.... , .. _..� ._ _ +M� y�- - - ....'""'n` , r`II`�M�- :.+.;`. t NOTES y ' W � y 1 . R-QQf SheathinS to be 3./4" r' 11-'i Plyweod W.n. L.D. Index 48,'24. 1 - -- s'o' 0" ype I Diephra -- --- ---- — I � T �Use T 4 Gy woel mail w fith 8' i -- — \ all supports. No al0eking r9,1 re.i. Toe / •1 / All eco e9 b oak , na°1 with tad ! W,all e.iaes and in field. T 14 C net ;, , •, � I -- ----- - - --- - required. type 1i1 mapt>re�nt:#�.14 7 t/4"tIL" .L• nP 14- A 4 r�♦T'7�� u I I �,j, i I 1 e - -- - - - -- - -- / z \ N v. Tt�, — A11 e3�es blocked; nail with 93 r 'Iw all edges: and 3. ! 6" ilt fic•l,i„ 't' A !� c • s �y ' ' 9 nQtS r9Qulred. VC/ .\ " Rm' ,� •� I �0 � { - .__ -- -- - - - —" .. - •�{�� W O O /^ 2. Lintel reinf ement M(, q1M Z) ho -I zuntal ly and NS at 40„ I,ertiC+• solid �rb;lt 3•rt1I624 o,� y , I r`'ry • C • Lt N z u , Q , � U � �'r-,•`�i �` \\ \\ h `� .� "�'o-�• � � I I I I ! '�� I �• �; V G LU� L o M 6 56tE PLA lv - -- -- t lrr- �_ ' , , \ .,- ;. d� �_ ��'D'C. � ':•; a . =='�' ' ," m ., BEAM CONN. DETAIL COLUMN DETAIL Aiw-"rm rouc .�. 8 ,, - - / 2-I✓4�' amt.«;, laa�rs1/7 �IT✓s, �� r°o ll.4 G 3 + _ GLV• L.A►�( G�wrI I.CVX. icsN � TJ. •�� F I I rft J I Zr U cc / — ----k 4 g^s;` sr z/r5 Cy` 4:a,.v� .y'_a• o,�. �o17�i. r.tmt�.IN�: I 51r✓tPsoN 5T ¢115 '.4k �G1l/AL Noll/NG r� d > a �cDatta ,,ap /i.acrclNG J ct TJ/ ,n N D B BAM som !JINA, ^ ACS• ) I'`! I ,3/'f" �'✓''", !?S�i 'L r7 � / 4.:p„� G -f�LIAL WAN— / Q .�� ' W je CONN. PLATE - . l' �.I�.: .� e�A•�� 6 -- - --=- ,�. -� p �y�s tip;; pN•b ,Z"r.5, - J y om Q w 2 N ' - -� T - •��o� ,z-•� --- - _- - --- a o�/Ipl: SOLID 6RoUT TNltS& • �• 24.” I� i r \ / \-r _ Ci W •' � `�. _._ „v�y,s - 2-hb. 4'S hle{tla, _ 4 oxg x '.�//G"x !//4 .'k I r:P�%" � -E / � I � 0 2 ' •j4 I'O•c, r _ UN DEQ c3oJ ;-J6 a v I T •.•, O r. L u N t;a `T H�J►� 7 R 'M cLtAR N I � r ,J� �/ANGFr/I x� F'.T• l,f �,J�G.+r11' - W _ _% I 4✓ . ??\ .�_ v✓/ /®„ A.@, 4•'-v •o'.C, r.3. W ' ( lZ` ►n II ` lam„ 'Ji 3s 2 S/d' ;� i "� / 5/$ r "xt0'•O„ coN r,51-QAP j - Y.+.w? M�, r� \ sa N —all?Hese STL, e"mmA a t r 1- K 12 Gia aR► li. Cr -------- ---- -- --- — , 1 F R A M I N L•E D G E R A T T J ,. _ FCt O 3 1 4-m "x d" NCL5or1 IJc r, 1 ;c7" A4 15.1 Qa!'7sG S'rNC,�►T'Fj1NC� _� _ rArrrc-Ft 04 -_ - GL IJ F 1-A'� lQ I - -- - 2• /�! " M.t3, ` - - -- - � � 1 - ------- �� I/,d" art. $Icd Ptor� . u I A R ■ 1 BEAM CONN. AT GAZEBO >o P WALL LEDaER --V r !I I P LITS w/ 2 3✓4 FX 43;' l � - r Iro"rsG ' GONG. �IDGK Plt?IZ { CONY . PLATE ds r --- s I,I; I'_a• -------- In ��; ------ -------3 ---- --�. I,. ._ '�- r '. :."-TIDiy '�l� ,%" l 8 I nl a D- - -. - ,� N - h %�"D �. i wr�� D�✓ ._ _ RAD �y - 5 SE PL>A"r _ _ -� Ya cx � - � - -�lo�` -� ? � ✓ �---- r' _� �- ' i ! ��IH -!•dfAM —5/8"Tri' x 1 I j/li"'�` I�'tirL. =� ♦' /, �, �'✓�jk'.� �,�?,�;►vGn r-"', ( I iii P/u — I G, 2 • � 63/.1" , Glut !,a►r, _ . .. _ _—.____ j 0°�� �r / _ __ t.a.c:J(. i ;r G-ri C 0 �. AT O r1 A, h F'', I ' f �tl �� I ( y/ "�{p~.r,�u rl�>�.• I , - "— . __ ( `t -- � ►�'•�:�• �M� -�"S-Ptr^t�> ' I ; � ! I 'Z - -- ,• 2x�+t�eakt�l�. ToN1►iL % lMTO Ll4AGCrs2`��/i�3►D0G" I� alZia PSD,+I�D 1`'P. J B'c ¢k //L '� . G NT 7N1r ICA 114- III C V J -. - i - - -Y -- .----.. . _ (II �;, rte' N� c �; _ - y$�AI21NG �,,5. �i' 1 6R�✓T 3•►L./D/Nrs1 L. � --•�----- � y'_ (v" �W IDS~SAF+ � = � � '' ♦ V.+ 1 1 xIO" SYf. $Rt. (�:�, •t __ -- --._ ---- - �'s.6�IV� i �/dT`l�',•( 6Yi�gp.-' L^.. - - W/ �} •i4 'X e" a ' i ori 2x4 �'rw G,c. ` �TuDS 3E7 I Nr0 cRo�7' (1 \', c f .� k k j 't I I S`� .G `I' ' 3/i"� • • ;� r --- a — x Cy I a. { x� Q i r.:, 1 s s.,, �. i3 fiTPG,StiK1!D S � � r�• 2 .� :-�TUgS �"o, 3/i� .! c � ' Ni, / . "o, c aer rrl c:RalT't3p GEt.Ls um Ap, L-M,w-,-, n� /PE�x 34•PpG ZP *IDC P rt5 /,/ ~/ � PITe 3/i&" v.TL G 0 7bp v M ,' " N • • V. _ VrtE'�'3t1R>:. TRdsA7YrD LEL�c3CR, p / EMBED BEAM X �. w ( \ NP4 f -- / \ Iam CIO`) Poft LEDGER AT T J �4) TYPe Bme �L. DET. 1"�IV't! HOUR WALL 2 BE ►�' R A �:�tv 041/ JV4" �.; *To05 C ICom" J,G .•i - \ c,Zo�'> Aoi.AU N?'O MAfoot`* WAIL. I �NI!6'�C7 r" " ' _ L 1�x C,� ,i.,EG`FO,Q CG� - I rj,.�,"7N K 19AS E PI,aT I to,,9T._ P�nrt �/4- �c NA acs � ��t-�- t s/tw, sr�. N *14 6' Nt tfao►�• ,� h" f}ta�t 5,pr' ,�tH ( �'i'44"x 24-" G.L. �iZvu'I✓D m /1M i� _. -- KJr�uT � / "� _ 1-----.— - _N �a 2- gk�•e+� L"r,b, MPiwNMI`� MAO 6 OL e 1 �/4 a yrs N�oJONfi( U M .N roti 1 A: l \ \ J r , 18 \ `\ \ / _ _ I e:✓.t_ meq.'' i "I - 1_ - — --- — _ ,C`r Ii. .[ 5'/G"x3v" I gal M.-- -- ,- r �' StUC LAvt, Q •/4,cA�4`Xi d" M?L. ~ i'' ° , `,�� '� '�j . 3/4"M,B. ' 3 ME ONN• AT Cxv"f Ar%x7i277 1- ORN — Wvr00 L \\ �r / 14 •jt -�. �v' r Kl •r /4"gro�C — i' �• ® / '�_ t I " _� DQt+a2M�p NONtsRS " �`,i b/.� "' pLAT�S - 11JL10 �f G 4 \ aR4uT, r �\ ,/ 1 tI • �'_ -`— t I t0' SrL.• Is led PaI%1Z K-r�io"X r,d'' 6Tt n ,� " .. - �;�4"><7",e" srL Pw� x9/-• : 6, r AT� SWASo" \ I x�' �. , , � jA1�IING W L81M, a NorE ,' d�oclro T MsrwoNRY WAII. Sim tom.+ S —\ / dWJWLtPLAN ..,.1 I �R�GT'ON .- �--yam-- �. ,, �,C L' 4y Iz TZ18Lr 6- 7 - � 0 L MN S' EMBEBEAM � - . 1\ CO �J AT MA,.rO 1Rll _ CONISI, PLATE a C1ED � I � AM AT CORNER MINNOW, NV It IT - ..7:.�."*+�"d'�_ ��� ... -.. .„..,..: -pH.+llrF,..-^iiy. - ,�, :..... ;a«rs.: y � .._-.-..._....._ .._...._._ ... - .. .-,. .. --"ne.•._ r -..._. s 77 ri11IIj1I11!�111IItIj111I111j1111111�111I111�1111t1t11!IIIjilill�' III(III�III�I�I�TII�III�IIlI1IlIlItI1II,lIIjIII�lIi�1I1�II1j1�Ijt�IIIIIIIIIillltlltltlllll111�111IIIIIIIIIIIIIIII�IIII111It1t f� - - NOTE: IF -NIS MICROFILMED ►.. -` -� 2 3 4 5 6 7 -- - 8 " g 10 11— 12 DRAWING 15 LESS CLEAR THAN r1� THIS NOTICE, IT 15 DUE TO •(HE QUALITY OF THE ORIGINAL DRAWING, pE dt RZ LZ til. S2 Mt fi ZZ is OZ A1•I - of LI 91 SI t►I 61 ti 11 OI • • L • S t, E'•-• Z I1-"•"" �MIIIIIIINIII1114II111Iu1drariredw1l11u1U11�1t1111NtInnluNl��l�lllsnstllll��ltll�Ilt! MII111Ii1L �� QWIIIIIIW�lUI1WINuIs111 t� JUNE 1 2�) 1. 990 �I!P , ...,,._.._.,__,d-_•...L..._s..+4....i�Rs....�- � ....,�..,v.-"�^ae,mn..... __.. _- ,---.. - -s• - - . .yy ._ _., ,,,-_•..�.o ...a _ , ..._. w- .�",.....,,,,,."".•:-• -,. l_ .. -- ..� .._.. ...fl"'�i,.W. ,-- _ ._•�.�..*�+I�Pa,+' .""""" - --- -,. - - RS4�1�t+ '(ir�ICI I„{t"l,.,'m, ' -:NyrY4' «..-•.r '.i .. ” dip ►1`A• 9 b" ^� t 141 ;t�:. .A* ON ' p i ,s• ` JI4 I 1� NOTES 81 ABBREVI '�� - "° ----- f , , _ L ATI S _— { lkloww— / ,D. J ' �� ,,�, 4`� +�F ;✓QAiN ! O p o 70 Trp �- Jc 7`` !' _ P F C'\, _OI, UG f'PI�P?s' MOr'. P�4'JNVP1.0 •' 0' "� 00,7�z,J'''"yt NG - — /'J•! / . .-✓� '-} ��0./k• ✓ \\ r>r ��jj � �r I r� ~�� � ( V I - -_—_ 0 o to o o �, r) v,e I --- ,..-� V' E \, _ • a I \ 14 rdrpp I `/�P "c i PI p� I G.1�7 (V 5Er�F sy.~TS '�I ""'�'o C.i�- �. I ?' ��._:� _ .1; A , / } ` ' G!.A�, aj�t`•�� c Q S g ! �.. .. � �h�/ r �r � (�� G- �VV+'..rG� .J.F^I ►"' � --' O 1E•-__ ..- /t� V. •-` a t SIM `.��•�'� /�' I`VU�p'��[.7'' �O r���` : Q > .� `7 O p 1_11-4u Col �• "` o Oia•� I - ✓'Ire r - N -- - ry - �ti' .0t'= ' 'o.�;, -• 9. �����'� -WA�,�R� Y -./,-r w -- -- tz tea. h,, ..i:, z - - —— -_ 7 ��'� i I —� f I �;,� ��� �,��_� ROOF DRAIN DETAILSTOREFRONT SECTION 'Or. r + I-0 ✓ f .,o ' 41 i .b°` o a �f Q" A YPG!. ly= 111R.Q :.w. % �'F -- -} Z a o t.- t m W z cc (jos-per \r r-_- -.aD 4 •l�' O z �* �>G bTE �1� RO'T.oy2tiO - �--------- , r G /� ?�J „' -. �1 �" a - { I U 0 0 p / G- q 1 I L) O \ ►� _ '�' ~A'a•.:i�'n CC -5 . *-- ter•• od Z - --- ROOF AN STOREFRONT AT BRICK nN o 8 24 G, 1 b61:E IJN1r � :�__ �i'�. �V s � � yJ – _ hie — II I �. � - SMINZ7 0 NU � 0 a -- r 1iV.• M,1•al. I ME"P.5IGINGI `� J Cc - -s 21.c. �.rrt`s >� -- -- --t-- 1 _ :r r J MG-rp� g�VVVI tv :�NP D I� W o o -32 _ _ � To'�— q � I�'�4• MoD.. '� � !/y C�' D_ _ 0 • !� ROOF VENT CURB OO F TE _ I TT DETAIL - SIDEWALL AT BRICK `u --- --�' - —_ I — DOOR JAMB DTL. lac PING; • t r cn V;q4 � .. i� --_� - d ��✓!.,. � :r'.------z..l,_ _.Vp`h1�.5_--�- ��� Nt,Cs.S oTl•+ETZ.wi tea: I. 1 •- r tl • n fo G, �%' ,�-I�`- -^'I Df Vlrrt� l �,MR�U. „--t r` 24 77 � ROTARY! Root ? rS �iG Ec UEI: 6 _ _ i C' p,P ,ti ------ _ — -a ---�-: - ---►- YPI cA '/ ' -r L 1 �� <- 60&6. G�iG1<�7 r `,d I• MDt�aNQ�/ '1/P�, N T O O Prk_ - At''� ►hart I riDIN/1 0� WOrJD %�A,rN!�Gt I` Q _ r ,� r 10 KNNINA ->.{� GPS Y • �A A /, r \ , , I �..` ! � i ..,1'V Y^'K '�•'V 11 ��1!.`��y � --'-1 frJ4.�wi� Mi_YAi. - _ PARPP�•t - `G NR SAI„_ ap _�_' I Isl IUL AOL PARTIAL, 1S011IIETRIC _ _ ,r�;: . .0 �r..-�— U. _��-���r _._.,c ��?::`,:-'�%+ � - - ■ell 0. YPI A PARAPET DETAI -� REGLET DETAIL .q, I ,r �r sl I f _c DOOR SECTIONS 0 Alto,. O 0 3/6 �Jr'�� \ Q � q .� C-��.✓�-^is �'�.ai�`I _ - .1�-- ''�- � I ' t � li'af�«. -t` I F. � _ - -'-A�NofZ� �a _ ra!' ,;� '• o sV� , \, .-� ��V"" �?�;C�'' i�., -�,✓6,(�,; `_'. .:.t, �'�. 'Art Ofd GlN�'s I r ,�,(✓' N _,.:4IPp ~ Y ¢t�:-�•-r ���' �Gi 4 G01 0!_7:ONO) — r ,,'7 _ - _ �� . - f V.O� I �• �,�.,� �� NIM hp�,- rl. -, tr' t � fL�l `N SAP II � qy � rt.!"'�•-.Q"iC�.!� � .-`'�'�'' "0«D�li M1�'"0•� -- - 011 ,a 'r� .� I ♦ _�^',v �'-p►_ O O F PLA. VI ( ,L D DOWNSPOUT / SCUPPER � � f OUT / SCUPPER DTL . STOREFRONT AT T . S . C 3" N L L. T • e l III 1 1 III III III III �I 111 III III III III III III lll,lll III 1�1 Irl I�1 TI 1�1 III I�IIll111l11111'Illl�lfl'111�11i�1,IIII11111111lIII111'IIIIIIIIi11IfI1I111I111I111'I;Illlllllltlll _ ' '-" 1 NOTE: IF THIS MICROFILMED ►+ 1 . ._.2 `3 _.._._ 5 1 8 t 8 11110 DRAWING IS LESS CLEAR THANTHI --- ► 7FIESQUALITY OF 13 DUE THE OR GINAI DRAWING. - ---- ----- -- — _ —_ - — - -- w« .. 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Z u 1 LL t .�� F�--�`,; -+Y - � �, � "1`f P'G,6•:. t I ,_ v�4 �M r ��■ �� - '/- ^� k.C' /yup! -, �:�lO� eow All ylorT •1aN�+.�l '1`�p - In 011 h^' - �-+ -��N pIW�. -tN. P,�. t - _ _ y�s�-t �. -- - _ . _ _ _ / =i_- -- _-._ __. _..- - __._._ _ _ rl - -- —� __ �d•� 'WJ1. P,4, *�/tp Vvh V.Swoo T{Y R' �r� r,r 4 �2F-75 t �' ' l prG r�NU�L' ONwV � F Y ' er..�� M rte- I t ry .- f" p ��� 0. r��14G� 'Y� ( Q� k �:r - ��YP •�,.,' �.+ -�� GA ® vv�l� „,� -"YP, Ti rIA�'' Pk: •_ f1 �;�c�- rz^ �:r'r�►� ..c ` — ��Iu. u - Y '�P . CANOPY Y D T ,, 1' oAN iPY DTL . M Cn I I ' G) O t 1 N I � I.,^n p,Y NA4D `•.Rr�O�' p' ON ------ 9 _ - - I� NON•5.pPOR-''I :t GD;. ►,"1•' i E, ; l: i F. �F 'N t/�•' -`s "' / MP•`'/ 25, �'''� -!I j �- - QiZI N� p►0N5 N /D 9 ' _ i, �' �' 2 ti� -, o•�Gq� D�G � '1 lc;o'"'r, iQl'Pk. --- ID \1_0A -- _"C.IYY� '?.�:� :r✓�`�: _.. . '4 L, ;` 1 GJ �r 2�hO/� _— ,� � ��I�;' ".'. '�Y'. ' _. p TI 22 .0 -_ � ?'-tN �!t• � �� -,.�� -yaa� •�o::�_ I _ I! . - _ -- , I1 i SECTIO"ry=e - -- - y , 49 Air, 4 SECTION PI AL CANOPY SECTIO �� 1` Y L C P EC TYPICAL CANOPY SECTION �.. A ISI O Y �3 1 �O N ____------- T . may;, ' �.. -,- x 'rl' I +IIIA►IIS+�+�+IIII�IIII11��+1+�+1+�+I+�+I+�+1+I+I+�+�II+1�'�11I+11111►VIII'I1�1111111111+illlllllllllllll�+i lll�1�1111111�111�►III+VIII+�111111��1111+1�`III�f�llll+lllll+lll,ll++l+l+�+�111 ..,�L;.: . _...r.r-. M Y ` „,r`.e..,,,, NOTE: I F TH IS M XROF I LIA D DRAWING IS LESS CLEAR THIN — —'!- THIS NOTICE. :T 13 DUE T' THF. QUALITY OF THF ORIGINAI. DRAWING. --- OE 62 92 L2 92 SZ fol �ffi 22 IZ 02 61 91 LI 91 31 1 EI ZI 11 01 6 L 9 9 to c 2 1 « n1INNhnllculnuhnlhnlhN111n�►nlbudn111+t11�1u1h1n�ladllu�e1+1�1111u11�11Uutu1�1ttd1�J4u +tl.1+�M�IMI�II+�Idu �lhlnluw�r.' ullLul�Ullllu611d1w�1uJInN � • i JUNE 29 1990 ,& SEE SHEET 9 FOR CANOPY DETAILS �--i► Vr �\ r 9 * 10-01�I''na-A. 2k,ii: ;D.L� A�/= Clh!"�rt r ^ I I OIL, I 1 N"Ie - -- - r-2 Lq _ 1990 it� r + SOUTH WING FRONT ELE VA W ol oP o �� 0 z 0 0 O O O p U > Q CO 0 ���� �•. { z � o > o I - (D Ox > N - — -- - - -- — �_A-- O Q w z w O ,) MIDDLE WING FRONT ELEVATION SEE SHEET 9 FOR CANOPY DETAILS Cc w -® O Oz V 0 O O 0 06 �j I ' �a4'aV»v� cF ^,p►oNV 'r.�-�., '�� _ OW O -- - -- - --- - - - - - - ---- -- - -- _ x I�•d:l'aboV; �G +� M'''b�l. Pb►N -"`fP J GO :t3 doom, --- ------- -- -- _ o uJ - ` - -- irvT'rOM C P.� D' � OGS DG S � a wo a - I I I 1p I I - - -- cn cc riviol, o,-,, UJ NORTH WING FRONS E ATION w Fm 01 ... .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i uJ .D - - - - - - - ----- I Q — lig . . . . 'C JL -I --- Ic�., - � coL• s�It AR � - - 4 4)41/4 4 IN ATI ' _ s SOUTH V'JING END ELEVATO - Z V 8 a ON NORTH WING EN` LD. ELEVATION ._ --- L CL = 0 0 o Q 0 c� Q 0 0 0 � Q S \ r I j1 ` ` r 1 T � cd 1I'3r}c v ^.�� .c PF 7 .�ys� REAR ELEVATION O 0 ► ' ��}'.4r -- — ���''j� lryAlt 2- '1✓�G"�P ca,��c+c so�.-5 ��1 ro �1\ GRpuT riL,►„�L� COIN �.ro HRAo�" r'�.'•,7� ' ,: ' __ .Gr�D�'G�'-'''"� �'j.l�.r,K, sr�aC ��'i vrTtr ti�i N s:, ►lo e 1 �/�L 'Z Y cv ti GAOU' LEf) i ; � ; 8� 9 i STL, -k�.TE w/2-�/4"x a,., 1�-�-- N��.),4 STLp A,4cHa" ToP �.EYATION ANO gorYOM C. P►J.P:(� a s AL 9AST BACK , ELEVATION 9 WALL SECTION J may,, .n+wt► - ui^.wWVt' �» wr *`.;P Y7 < ' Ii�111111�IIlIII,lI111'IIII111 NOTE: IF THIS M ICROF I LME C 2 —, `� ,,� m,�,,,.,,4,� DRAWING IS :ESS CLEAR THAN THIS NOTICE, IT IS DUE TO IHE QUALITY OF THE ORIGINAL DRAWING, of 62 BZ [? 92 S2 ;pz E1_ x8- la" oz 61 91 LI 91 51 fl {--'11I�� f! (1 dl-_ ; —�--/ --9 --S-- Ir f. 1Z! I �nl�nulnn�uHhnll4llhro�HHIHII�lu111111�1111�1111�I111�11111�f1f11�11111�ImN1IiU�lII rm �IIII11111416m �1W�!�llUlllll�lul�l�p�llll JUNE , 291 --- ......Y.n...__.�:....r.... - _...�- - __ .-_..,,,,..,_ - _na...i.�.a.,d�l...,.�.._ ,,,r1�„C�,,. _ ...► .- - _ ..,,# _,,,Rp+�,.�,. .... —..1... - ,.�.,,,p.,,, ,,,,.,, 10 - -- c, Lo w - g ca r Cc 100 "''� •oma =_�= .�� O z � _ f OFG :: 'r,�A.� 0ft- a w oof. h f 1 ut A1• ('s Lu ui a o P ARS, - ----- co Q. i Z r cn 4- zn: _to I, — 1p f "� Gp w 65 y0f9 W,-4 Iwo 0 ..�• � I r r`r � L it • .. I cn (n PARAPET PAPARAI ET SIDE WALL RETURN SHEET METAL DETAIL HEFT METAL DETAILSH-EE+ETAL DETAIL � � X I I, L.. 0.L ttttt� UL Q " 71v �� 06 - tt�A — -� — --- ---- - f � I�:rxr41�— N10DJ� i /� t�) 311111111 ow � - _ �% �NG-i��'6. e ON :XIdSC► Id1' :—_— /r �D i .,1 �w'D' 'TopI o 1' D/G r�fJll NGI • 4 4 INW.-ryp I, HORIZONTAL 1 " JOINT HORIZONTAL JOINT HORIZONTAL 1 " JOINS SOFFIT HET METAL DETAIL HEET METAL DETAIL HEET MEA l.L� SHEET METAL DETAIL aid' PL�•h� �'��� i �� — --,'����'�5� �. .XtoMI1 '"`!P f oo Lj - `T_ \ f II I 1 51mSOAL ,LA6. -� '� ' ) I I I f I A. �`' ---' _ �r - _' I I I 1 SHEET MT 1 ��� 0/01 l I2,� v Ip - P FSP _ ,i' GMhJ &A L-6►4 r-- - - R I I ,� t - FASCIA M"NY LD M_ 7`{P"4_ LN�:o v NdO P I I I f I GO�.0 N Y VERTICAL 1 " TYP. JOINT YIjRTICAL 1 " JOINT SOF If I r ET METAL,DETAIL © ./X,1m HHEE,LME�.AL DELAIL S,HE E T METAL G d AIL �►� . a Vim"` ' 60 I I I 1 ! I ! , . 1 I I ► I 1 1 1 1 I I I I l I 11''11 V I Jill I I I I I I I I I ( I I I I I � I I I I I I I I I I . ; � r � IIIIIII � tIIIIIIII NOTE: IF THIS M ICROM MF r rr yr.. —I _ 2 3 'IRAMING IS LESS CLEAR TITAN THIS NO71U, IT IS DUE To I1E QUALITY OF TN{ ORIGINAL ,lf DRAM IMG. of 6z 9z a 9J Sz Iz E2 zt Iz OZ 61 91 LI 91 SI IF EI 21 II 01 -6 9 L 9 - S _.--0- E ,NIIunlunlnnllnlhl�lb►nllnlhll►I:Inlnnlnl+hmlauhu�11w611,;�a�tM�mll�lll�lunllulllultllti�ll�I�I�trII►+d�duh�n+hntlnulllt�tlula�Itwbw�WWtw�luulWl�Mdw�twlu�uulttulul�u�uuluu�u�ltnllandlulluulnn I� l� 1} JUN 29 1990 •_ - - •.___._... .. .._...�r..r. ... ._-. .au.rr�= •.__.• _ - - ._....w�.,....- .:, ..�,,._ ,.,,.,,, __.. w=_..-•.••__ .- _ - _ __""`ti's a- ._. ...� -vie -:'�_'_'�•_ _ '" �..r.es .. ._ _ .-.�u._ - _. - �i 01500 TEMPURARV FACILITIES AND CONTROLS 1.1 The General Contractor shall provide all temporary facilities, job ;,t footings, with nylon silk screen around perforated tubing. 1.2 Electric boxes, conduit and plumbing shall riot be placed in any cell to the roof trusses shall be per 'Crus Joist Corp. standard details. 3 i phone, light and power, water, heat and sanitary facilities required Install on, and backfill with, granular material. or course that contains reinforcing. for the conduction of work and the health and safety of all 1.3 Truss erector shall exercise trusses from buckling during erection . rool DIVISION 1 GENERAL REQUIREMENTS - - - - employees. A job office, storage space, and space for all 1.2 Divert surface water away from building foundations at minimum of 2% trusses Lo prevent the trusses from buckling laterally. Use _ c - I END OF DIVISION 4 spreader bars for lifting trusses and ,rovide lateral bracinn as construction documents is to be provided. slope, necessary. OIOOU SUMMARY OF WORK - 1.2 The General Contractor shall comply full with all laws and regulations dealing with the safety of its employees and the rublic 02600 PAVING AND SURFACING 1.4 shop drawings shall be submitted and stamped by a ray t•:red A. This project includes site preparation, construction of site improvements, --- - ` - DIVISION 5 METALS engineer in the State of Oregon. and ccnstruction of a one-story, brick and metal faced retail building of in general and shall be solely r. t,ponsible to see that the work is - - 36,200 square feet. Project includes paving and on and off site conducted in a safe manner. Contractor# to provide all necessary A. PAVING improvements as noted on sheep G-1 and G-2. temporary barricades, support for walls and floors prior to A. GENERAL 1.5 Truss manufacture finall trusses after they have been erected and roc.f sheathing, completion of vertical and lateral load systems. During athingng,, bridging, blockin�i, etc. has been Submit s constructior, . )ntractor shall provide adequate security and fire 1.1 Proof roll subgrade with power roller. Install 4" of compacted 1- hop drawings and details for all fabrications. installed. Manufactures r^ submit certificate to engineer that the R. EXTENT AND QUALIT'. OF THE WORK protection. 1/2" minus gravel rolled to 90% density, A.A.S.H.O. Modified inspection was made and that trusses are in acacondition and meet with the manufacturers design and installation tion requirements. Compaction. B. MATERIAr./QUALITY ASSURANCE The intent of the Drawings and Job Notebook is to show the general quality 1.3 General Contractor shall protect existing utilities, structures, standards expected and the method of accomplishing the work, even though streets, or parking areas on adjacent properties and shall not block 1.2 Provide thoroughly compacted 2" TYPE: C asphaltic concrete parking each individual instance of detail may not be specifically bhowt . The or disrupt access to adjacent properties. surface. Compact with 10 ton self-propelled roller. 1.1 Detailing, fabrication and erection shall conform to the Steel END OF DIVISION s Construction Manual of AIS;'. essence of this Contract is completeness of the work. Each subcontractor shall furnish all materiels, parts, labor, equipment, services and 1.4 General Contractor and Sub-Contractors shall not let. construction 1.3 Maximum tolerance of asphaltic surface: no irregularities in excess debris accum.ilate on the site. Prior to removal from the site, of 1/4" wlicsrr tested with 10' straight edge. 1.2 All steel to be A36 except as noted. superintendence to perform all work -o be done in the best standards and P of the particular craft or -rade involved. debris scall be stored in a safe manner. 1 DIVISION 1 THERMAL AND MOISTURE PROTECTION 1.4 Paving in pu,,_ic right-of-way to be per City of Tigard and State 1.3 All welds to he made by Certified Welders to ANS Standards with U E60XX or E70XX electrodes. 07190 VAPOR BARRIERS/RETARDANTS N p L0 When not otherwise shown or specified, all materials shall be installed in Highway Department standards. ^` U accordance with manufacturer's specifications and reconLnrendations. 01600 MATERIAL AND E�UIPMI:NT PROTECTION 1.4 Bolts to be A307. Provide standard plate washers under all bolt 1.1 Provide b mill polyetnyline film "visqueen" under interior slabs. W o in "O heads and nuts in contact with wood. (Lap 6 inches at joints). Cover with 2" sand course prior to J C. REVIEW OF WORK All materials shall ha stored in an adequate manner so as to prevent END OF DIVISION 2 � v N damage to them by equipment, workmen, weather, and other normal hazards, concrete pour. All penetraticns to be sealed, .0 u N Materials which abr,orb moisture stroll he stored off the ground or in 1.5 All structural tubing to be ASTM A500 Grade B fy = 46 ksi. '�J10 z Each subcontractor shall verify all dimensions, clearances, supports or 1.2 Provide asphalt saturated non-perforated building paper, 15 lbs. on 0 enclosed areas and scall be properly covered for protection. DIVISION 3 CONCRETE: f' code requirements which pertain to his are,, of work. Notifv Architect of - - 1.6 All pipe to be ASTM A53, type E or. S, Grade B. walls, installed shingle-style. Provide 30 lb. paper under cap �.� Q tf) any discrepancies before beginning work. flashing. 03100 CONCRETE. FORMWORK 1.7 All lightgauge _teel 16 gauge and hear`_er shall be form .i from steel No work of any nature shall be covered or enclosed until properly --- -- --- of ASTM A570 Grau: D with fy = 50 ksi. Lightgauge steel 18 gauge inspected, tested, and appreve,i as required by building officials, 61700 CONTRACT CLOSEOUT 1.1 Place all concrete in clean, well prepared and supported forms. and lighter shall be formed from ASTM A611 Grade c' with f. = 37 07200 INSULATION \\ Architect and Engineers. A. PROJECT RECORD DOCUMENTa Detail and fabricate lightgauge steel per AISI standards. 01010 CONTRACTS AND ADDRESSES - 1.2 Earth forms permitted on interior continuores footings only. A. Provide following insulation at locations shower on Drawings.- -- - 1.1 Maintenance of Documents: Maintain on job site, one copy of: 1.3 Aggregate for all slabs with exposed aggregate finish to be natural, 1.8 Do not oversize drilled or punched holes with burning torch. 1.1 Wells: Fiberglass batt insulation, foil-faced R-11. A. OWNER/ � GENERAL CONTRACTOR: Westwood Corporation 1. Contract Documents (General construction plus mechanical and clean sands and uncrushed, river run ], 4" minus pea gravel. Color END OF DIVISION 5 1.2 Roof: Fiberglass batt insulation, foil-faced R-30. Cevelopers & Construction electrical). as selected by Architect. EOOI S.E. Johnson Creek Blvd. 2. Job Notebook 1.3 Sound installation: Provide 3-1/2" thick, fiberglass batt, noise Portland, Oregon 97206 3. Reviews (503) 777••1471 4. Reviewed Shap Drawings 03206 CONCRETE_ REINFORCEMENT insulation at wall separating restrooms. 5. Change Orders DIVISION_ 6 WOOD_ AND PLASTICS 6. Other Modifications to Contract 1.1 All reinforcing steel to be ASTM A615 Grade 60, except ilea, � 1.4 Loose Fill: Use loose fill thermal insulation at concrete bloc:, and P. ARCHITECT: Ar nitecte Van Lom, A.J.A. 06100 ROUGH CARPENTRY giant brick hollow cores. 34 N.W. First Street, Suite 309 7. Field Test Records stirrups, and dowels to masonry to be Grade 40. __ -- p tp Portland, Oregon 97209 7 (503) 226-0590 1.2 Do not use record documents for construction purposes. 1.2 Fabricate and install reinforcing stLel according to the "Manual of A. QUALITY ,SSURANCE/PROTECTION Q J N Standard Practice for Detailing Reinforced Concrete Structures" ACI 0 C] rl- C. STRUCTURAL AND CIVIL 1.3 Make documents available at all times for inspection by Architect Standard 315. 1.1 Pressure treat all wood in permanent contact with concrete or 07400 PREFORMED ROOFING_ AND SIDING ,- ,_ ground. ENGINEERING: tan Domelen/Looijenga & Associates and Owner. , Y .3 Provide 21-0" 0' x 2 0" corner bars to match horizontal reinforcing in A. GENERAL Q LLl Z 3933 S.W. Kolly Avenue Portland, Oregon 97201 1.4 Recording: walls at all corners and intersections. 1.2 All i•:mler delivered to site to be stored 6" above ground and O � LL1 O t The general conditions of the General Specifications are hereby mads a Cr (7 covered with visqueen to protect from weather. 9 M �' (. W (503) 222-4453 part of this division. The sheet metal contractor shall be governed by l 1. Label each Jocument "PROJECT RECORD" in 2-inch high Fit inted 1.4 Splices in wall reinforcing shall he lapped 30 diameters and shall M Z Z X letters. be staggered at lease 4' at alternate bars. 1.3 Sawn lumber to conform to latest grading rules of West Coast all the requirements thereof, insofar as they apply to his work. Sheet V�y c Lumberman's Association. metal contractors furnish and install all sheet metal items. This would v O U. MECHANICAL & ELECTRICAL: To be bidder designed and installed 2. Xtcv record documents current. � t , C% 3. Do not permanently conceal any work until required information 1.5 All openings smaller than 30" x 30" that disrupt reinforcing shall include, but not be liited to, the items listed in the subdivisioin V F LANDSCAPE: Christo `ter Freshly has been recorded. have an amount of reinforcing 1.4 Plywood to conform to D.F.P.A. grading rules. Each piece shall bear categories of the Construction Specification Institute (CSI) masterformat. 7 p y q placed both sides of opening equal to � 7 1020 S.W. Taylor, Suite 355 4. Contract Drawings: Legibly mark to record actual construction: the amount disrupted and extending 2'-0" each side of opening. grade trademark. T Portland, Oregon 97205 1.- Description: Q O (503) 222-9881 a. Depths of various elements of foundation in relation to 1.6 Provide dowels from footings to match all vertical wall, plaster 0 £clop: elevation. and column reinforcing. Lap 30 diameters or 2,_0„ min. aW -� 1}. MATLRIALS All labor, materials and accessories necessary to complete the . LU t � F. SURVEY & LAN[ barchitectural sheet metal work shall be included. If there is a O. Horizontal and vertical location of underground utilities O Z 1.1 Lumber grades and species: conflict between the specifications and the drawings, the PARTITIONING: John A. Re oto and appurtenances referenced to permanent surface 1.7 La all bars in intersecting footings 2'-0" or 30 diameters g p Q 4235 S.F. Di✓ision St. improvements. P whichever is greater. 9 specifica�.fons shall take precedence. Portland, Oregon 97216 C. Location of internal utilities and j,,nl,rtenances concealed a. Joists, beams and stringers W I- . Douglas Fir #2 1.2 Standards: ,.,03) 236-4648 in cons_ruction referenced to visible and accessible 1.8 All. wall reinforcing to be placed in center of wall unless shown W C7 features of structure. otherwise on the drawings, b. 6" nom. and greater beans and stringers W p O A. Galvanized Sheet Metal: ASTM A-525, latest revision. d. Field changes of dimension .end detail. 03300 CAST-IN-PLACE CONCRETE. Douglas Fir #1 01.012 BIDDING c. Bucks, blocking, bridging and miscellaneous 1.5 Submittal: At completion of project, deliver record documents A. TEST/QUALITY ASSURANCE Douglas Fir or Her. Fir #3 B. Solder: ASTM E-32, latest revision. A. BIDDING: including as-builts to Architect. d. 2 x 4 stud 1.1 Work to conform to A.C.I. Spec. 301 and 3n2. Douglas Fir std. or better C. Prefinished sheet metal, color selected by Architect. The "Invitation to Bid" as issued by the: Owner's office is hereby made a R. CONTRACTOR'S/SUBCONTRACTOR'S -_Y-C,,EOUT SUBMITTALS AND RESPONSIBILITIES e. 2 x 6 studs and larger part of these documents. Genera; c•onctructinn bids are through invitation 1.2 Ready mix concrete to conform to A.S.T.M. Speer, C-94. Douglas Fir #2 1.3 Quality Control: only. 1.1 Evidence of Compliance with Requirements of Governing Authorities: f. Sills, ledgers, plates, etc. embedded in or in contact r 1.3 Place no concrete on frozen ground in freezing weather. with .;oncrete. Pressure, treated Douglas Fir #2 A. Work in this Section will be executed by skilled craftsmen, /� 0 X h. REJECTION OF BIDS: a. Certificate of Occupancy g. Posts experienced in their trade, supervised by a well qualifies, v b. Certificate of Inspection 1.4 Protect concrete during periods of hot weather, low humidity, height Douglas Fir #1 forman, anti complying with Sheet Metal and Air Conditionirg V 1i1 The Owner reserves the right to reject any or XContractors National Association Inc. specifications.11 bids and to waive any 1. Mechanical Work winds and rain. � iii informalities or irregularities in any bid received or to request or 2. Electrical Work 1.2 Framing lumber to be S-dry. 1.4 Shop Drawings: reflect any soh-bid. 1.2 Waiver of I.ien forms from Contractor, Sub-Contractors and Suppliers R. MATERIAL 1.3 Plywood sheathing: Standard grade with exterior glue. Install with O ADDENDA: releasing Owner from further monetary obligation after final face grain perpendicular to supports and stagger end joints. Roof The sh:-et metal contractor shall submit to the architect for Zpayment. 1.1 Aggregates 1-1/2" minus: 3/4" for forms less than 4" wide. sheathing, 3/4" T & G plywood IU index 48/24, wall sheathing. 1/2" approval three printed copies and one reproducible copy of complete 1.1 Any Addenda ir,cued by t.,e Architect before hid opening will become a plywood ID index 24/0, and 5/8" plywood at face of canopy. shop drawings for work under this division. Drawings are to be 0 submitted and approved before any work is per`c,rmed• Part of the Contract Documents to the same extent as though it were 1.3 Tests of the following systems shall be made and any deficiencies 1.2 Concrete: 28 day compressive strength of 3000 PSI and a maximum originally included herein. shall be promptly corrected: slump of 3". Minimum cement content to be 5 sacks per yard, except 1.4 Framing anchors, joist hangers, post caps etc. to be "Simpson", W W 5-1/2 sacks per yard for slabs-ca-grade per specification ACI-318- "Silver" or approved. 1.5 The sheet metal contractor shall submit four (4) samples of metals for approval of color and finish by the architect Cn 1.2 The General Contractor is rewiadrd that it is his responsibility to e. Domestic water system 77. R see that all Subcontractors from whom he accepted bids, art, aware of b. Sanitary system C. INSTALLATION J and have seen all addenda which related to work on which '_hey are c. Mechanical (HVAC) system, units and controls 1.3 Air entrainment: 4 to 6% per ACI at all exterior slabs. 1.6 Guarantee: bidding along with noting his recoipt. of the ,addenda on the Bid d. Any other specific items or systems noted in this Job notebook 1.1 Interior wally to be 2 x 4 at 16" o.c. unless shown otherwise. Sheet metal contractor shall provide a five (5. year guarantee � r Proposal to avoid disqualification. No extras will be allowed for or in Mechanical or Electrical Divisions. 1.4 Admix: Water reducing admix (pozzolith, or equal) for all slabs. 1,2 Set beams, joists and rafters with "crown" up. No plr'n knot holes against fading and a twenty (20) year guarantee ag,tunst cracking , failure to have seen any item in the addendum 1.4 Manufacturer's warranties on all equipment furnished under this 1.5 Conttactiin joints Burke "Keyed Kold Joint". As indicated on allowed on edges, blistering or peeling;. contract. drawing. 1.3 All bolt heads and nuts bearing on wood to be provided with washers. U]G50 COORDINATIO � --- ---- IV B. PRODUCTS 0 1.5 Manufacturer's operating instructions and maintenance manuals for all equipment furnished under this contract. C. PLACING AND FINISHING ].4 All nailing to be per table 25Q of the U.A.C. Nails called for on , 1.1 The Contractor is responsible for. the c r4inatier; of all phases of the drawings are to be common. 1.1 Wal] Panels - Preformed Metal: the work under thio Contract. Thi-- includes coordination of 1.3 Project Record Drawings, flow diagrams riser diagrams, HVAC air 1.1 Clean and oil all forms. Remove water from all trenches. 1.5 Cutting and notching of joists not allowed unless shown on drawings. Metal wall panels shall be furnished and installed in locations Mechanical and F.lrc'r7-a1 with each other and with other work. balancing reports. value labels and electrical panel schedules. I" diameter hole may be drilled in the center 1/3 of the member shown on architectura: drawings;. �w 1.2 Thoroughly wet all base rv.serial for slabs-on-grade. 1.7 Final Cleaning of all work and surfaces installed under this depth. All other holes to be approved. 1.2 Installation: 1.2 The project is tc ni^et the requirements of all City of Tigard zoning , 1.3 Interior slabs to have steel trowel finish and curing compound. scratched or marred surfaces to Owner's satisfaction. 1.6 Studs may Le notched in the lower 1/5 of the height of stud for and development standards. Cover slabs with burlap, or similar, and maintain vamp for seven days if temperature exceeds 90 degrees fahrenheit. electrical and plumbing pipes but Parcels shall be installed according no part of notch is to be deeper 9 to architects design using 1.3 Public streets, sidewalks, curbs and utilities are to be constructed END OF DIVISION ] than 25% of width of stud. Holes of diameters up to 1/3 width of concealed fastenings as standard with the industry. to City of Tigard standards, or the State of Oregon Highway stud may be drilled in studs but not in center 1/3 of their height. Department, which ever governs. 1.4 Exterior walks to have exposed aggregate finish. This contractor shall provide all flashings, closures and trim as os 1.5 Provide control joints in all interior slabs on grade at 25'-0" o.c. 1.7 Crossbridge or solid block at 8'-0" maximum o.c. for solic sawn shown to make building weathertight. 1070 GUARANTEES ^ All structural. framing shall he provide by others.,vISION 2 SITE WORK each way maximum unless otherwise shown on plans. Provide heavy joist 2 x 12 and larger. LL 0 - (3/4") tooled joints at 5'-0" o.c. arl 1/2" premolded expansion ILw�. All work on this project shall be guaranteed to be free from defects in joints at 30'-0" o.c. In all exterior walks and slabs. 075ne MEMBRANE ROOFING 11111 "- 0.170 PREEABRIC.,TEb STRUCTURAL WOOD _ O 02200 EARTHWORK materials and workmanship for a period of one year from date of final 1.6 Sleeves, pipes or conduits of aluminum shall not be embedded in acceptance by the Owner. Defective work and materials shall be replacedA. GLU1?•I,AMINATED BEAMS A. GENERAL A. MATERIALS structural concrete unless effectively coated, the responsible subcontractor at no cast to the Owner. See also Se , 1.1 ProviGe a U.L. Class "A" nailable deck membrane roof. Section 01700 CONTRIk''T CLOSEOUT. All beams to be Douglas Fir 24F-V4 simple span and 24F--V8 cantFlever 1.1 Fill under footings and concrete slabs to be washed sand or 3/4�� per AJTC 117 specification and PS 56-73. I< 3: �I minus gravel, washed, screened, graded and compacted. END OF DIVISION 3 1.2 Roofing contractor is responsible to inspect and accepi. the roof 01090 CONSTRUCTION SCHEDULE1.7. Appearance grade: Industrial, deck as suitable prior to beginning roofing installing. - 1.2 Granular material for excavation and at footing drains to be free- DIVISION 4 MASONRY 1.1 A schedule of the workress ro shall be furnished to the Owner by draining sand, or pit run gravel, 3/4" minus. Y 1.3 Suhmit shop drawings and design data. 1.3 Roofing contractor to provide two (2) year minimum water-tightness p g the Contractor before work begins showing the anticipated date of B. EXCAVA" 04000 MASONRYION guarantee covering roofing and flashing. start and substantial completion of construction with ear.h major A. Giant brick #XX718 Gray as supplied by Tnterpace. Sizes 4" x 6" x 12" and B. MATERIAL, item listed. It is recommended that the schedule be of the B. ROOF JOISTS].l Builciiny „site proper is to be stripped of remaining vegetation. 4 x 8„ x 12„. "Critical Path" method, 1.1 General: Adhesive, built-up roofing and surfacing materials shall 1 ] Assumed f'm 1350 psi. 1.1 Provide complete engineering and installation of all factory P 9 c 1.2 Grade to elevations and grades shown ou Drawings. Landscape areas p' manufactured joists as necessary to complete the work. be listed in U.I.. Building Materials Directory for use in Class A B. SHOP DRAWINGS shall be graded to finish grades. Coverage design where applicable (20 years). 1.2 All masonry units to be grade N-1 per ASTM C90 dry to intermediate pasta shall be sized and detailed to fit dimensions 1.1 Shoj Drawings are to be submitted to Architect only through Gent-, al 1.3 Excavate for footings to minimum of 1'-6" humidity below final finish grade. y condition per table No. 1. 1.2 Manufactured jand loads indicated on plans or required by code. 1.2 Roof system to be of the following composition: (Owens-Corning Contractor. Do not submit directly to consulting engineerings. Excavate for all footings to natural grade which varies 1'-0" to 2'- specification 0423-WC (E) D for nailable deck roof); or approved 6" below existing grade. See e;oils report for verification. 1.3 Mortar to be type S and grout to have minimum strength at 28 days of equal. 1.2 All Shop Drawings to be checked for accuracy, dimensions, 2000 psi and made with 3/8" minus aggregate. 1.3 Manufactured joists if stored prior to erection are to be stored in q quantities, etc., by General Contrzr.t"r (prior to submission to vertical position and protected from weather. 1.4 Do not excavate closer than 2:1 slope between fopting,s. Hose Sheet: Fiberglass combination; )3 lbs. per 100 sq.ft. Architect) and be stamped or signed indicating approval. 1.4 Grout cells and bond beams that contain reinforcing or embedded ` 1.� submit four (4) copies of Shop Drawings to Architect for approval 1.5 Trenching for utilities to be as narrow as possible. Excavate 6 items. 06200 FINISH CARPENTRY Roofing Felts: Owens-Corning Perma-Ply felts - plies; 27 lbs. per ;t• ;^,. inches below bottom grade of sewer pipes under perking lots and back 100 sq.ft. prior to fabricating any material or p-oceeding with the Work. All fill with sand or pea gravel. 1.5 All work shall conform to Section 2402 thru Section 2416 of the ---- work shall be in accordance with approved Shop Drawings and samples. "Uniform BuildingCode" 1.1 Provide 5/L," HDO plywood at soffits. . Roofing Asphalt: 3 plies; 96 lbs. per 100 sq.ft. C. FILL 1 .2 Use fry reglet type "F" drywall molding for trim. Model No. FDM 1.4 At chitect s approval of Shop Drawings shall not eliminate 1.6 Grout color to be selected by Architect. 625-75 vented for 5/'" gypsum board. Emulsion Surface: 3 gallons per 100 sq.ft. (Allow roof to cure 10 - --- --~- Cnr.tractor's responsibility for errors in Shop Drawing coordination. 1.: Fill material to consist of a c,ranular material. Place fill in days prior to applying). lifts not to exceed 8" and compact to 100% standard AASHTO T-99 06400 WOOD ROOF TRUSSES - 1.5 SCHEDULE OF -EQUIRF.D SHOP DRAWINGS AND SAMPLES under footings and to 95% standard AASHTO under. paved areas and 04200 REINFORCEMENT -- 9 P .- C. 1N:TAhLAT']ON -� Section 3 Steel Reinforcing floor slabs. 1.1 Reinforcing for 3" C.M.U. to he ASTM 1,615 Grade 40 placed in canter 1.1 All roof trusses shall be manufactured and designed by TrusJoist 5 Metal FabricationsCorp. or a prior approved truss manufacturer to the following load 1.1 Notify Architect 24 hours prior to start of roofing. Roof must be 1.2 All fill under footings, if required, to he concrete of same of cells as follows: requirements: inspected prior to roof membrane installation. 6 Prefabricated Structural Wood strength as footing. a. 7 Metal Siding/Skylight a. Vertical: 05 @ 4'-0" o.c. plus 2 #5 each side of opening x full 1.2 Install built-up ^J 5 psf live load (snow, p roofing and flashing by roofer approved by roofing 8 Doors 1.3 Minimum 4" con acted wall height. b. lG psf. dead load top chord p p graded gravel or clean send with 6 mill 9 t• manufacturer and in strict accordance with manufacturer's ranted F3 Hardware visqueen vapor barrier c•uvered with a 2" layer of clean sand at all instructions. 9 Painting (samples only) slab on grade conditions withir, a building. b. Horizontal: 2 #4 @ 4'-0" o.-•. ;1st bond beam 48" from ground C- 5 psf dead load bottom chord l0 Specialties floor) plus 2 #4 at top at wall, d. Allowable increase in wood members stresses due to duration of loadinu - 15% maximum. 1.3 Remove a sample 'of complttecl rootinq wliere and as directed by e. Uplift e:e specified in U.B.C. Architect prior to final coat or finished s,rrface. 02500 SITE DRAINAGE C. Lintels: Lase than 4'-O" ?. #4 in bottom of R" lintels; p 4'-0" to 8'-0" . . . 2 #4 in bottom of 16" lintels. f. A 900 lb. HVAC unit, centered between the front and rear walls, ' t 1.1 Provide corrugated plastic tubing in continuous lengths, perforated between ea.-h pair of front-to-rear grid lines. d. Corners and intersections: 1 - 2'••0" x 2'-0" corner bar at each 1.2 All bridging, bearing hardware, blocking, ;angers etc. that connect L nd beams same size as horizontal reinforcing. - 1 _ ,. � wX..M�k IIIC I ,, .1 .,-' ,: ki.,•• : °,. - ..� �� `fir , ;.i;yk'' o owl • - 4f1l1ll11{Ill�l,lllll�lll{ill'Il;elle;fllllll�illllll�l�il1�1�1�1`t�1�;TllIII(Ii11111{Lillie;�tl�ls)I�III{Iillr�ll;�1{I�I�ll1lill,tll�tlllll1l1l1l1illl);Illl'IIIIfII�I(1�t III alt Ill tIt t�ll1 *o. 3 NOTE: IF THIS M ICROF 1 LMED ►we saaa.�-�- II -= 2 all _ I15 ��_ I�1Q DRAWING 1S LESS CLEAR THAN THIS NOTICE, 11 I3 DUE TO THE QUALITY Ot. THE OPIGINAL • DRAWING. - -- - -- ----- � OE 6Z 9Z lZ 9t SIZ-' tax EZ 'Z IZ OZ 61 BI 11 91 iii i1 EI ZI II 01 0 • L 9 S ► E 2 ►'""a' . tel{unhnt{anion{lulhminitlHll{► •diN111N1N1N�lIH�INUlu1W1�11M{1111{INIl11i�{IjN{11NI1llilttlL{It�WIt�W1►Int{})�1Mf�1111111N�11911N1�INN11NNr �iiuiu"�'tlsyuU�lllllllLLtlll!!1llIIlII1�lyI�U{1111 �1 JUNE 29 1990 � ` 30 X *1111,11w_aim" iijobw •.kms-'�-"__ _....-..�.,,.�....�...+._.�.-.,wa..�--�••.r _... -�.,yw•..� �nrrw�F�7s�*^Ml�a =-rr-,..+,c..-.,_,�:.,may...e..�,wr��'yell-.__._--._ _ _.. .,.�,,...�._ -+mac. -..ifNt+._ -_.-�.-_-. ,,,, ,'. n �,�;' i _ .. n �'i 1.4 Should sample fail to conform to specified .e uirements a 1 P q r PP y 2. In general, space all nails, rivets, anti =crews not more A. Furnish all doors required for installation free of damage. manufacturer's instructions. -se. than 20 cm (8") apart and, where exposes to the weather, use additional feats and,'or t•:tument required, at Contractor's exp- s Repair roofing where sample is rem+vei, lead washers. 1.2 All doors to comply with applicable fire and ouildi.ng code. 1.3 All paint colors shall be factory mixed unless job mix s ] tog is �C l 1.5 Valley and waterways shall receive an extra laver of Perma-Ply at 3. For nailing into wood, use barbed roofing nails 32 mm ti- authorized in writing by the Architect. least 36" wide. 1/4") long by 11 oa, 08100 METAL DOORS AND FRAMES C. WORKMANSHIP 1.6 Roofing contractor i:= respo.rsible for installation of flashings, 4. For nailing into concrete, use drilled pluyholes and plugs, A. PRODUCTS i 1.1 The contractor shall examine and approve all surfaces to be painted cants, roof penetration metals and mechanical equipment supports. g' 1.3 Embedment 1.1 Fenestra Model 3070-F Presidential "S" 18 ;a;rge galvanized door with before beginning painting. 14 gauge frame with weather stripping and interlocking sill and 1.2 Care shall be taken to protect all surfaces which do not receive a Alternate Roof: 15 yeer Class "B", 315 wind, Owens Corning or. equal. A. Fmbed all metal in connection with roofs in a solid bed of latch guard (all galvanized); or approved equal. paint or which have already been paintel or stained. sealant, using materials and methods described in Saction 07951 of these Specifictions or other materials and methods approved 07601 FLASHING AND SHEET METAL --- in advance by the Architect. 08200 WOOD DOORS 1.3 All surfaces will be sanded, puttied and dry before application of -- paint or stain. A. GENERAL 1.4 Soldering A. PRODUCTS 1.4 All painting will be done by brush or roller unless spraying is .1 Description: A. General 1,1 Interior Doors: Shall be 1-3/4" thick, stain grade birch door with authorized in writing by the Architect A. Work i.n this Sects.on inclu.:-s furnishing and installing: 1. Thoroughly clean and tin all joint :materials prior to hemlock jambs, D. COATING SCHEDULES 1. Flashing: Mrtal, plastic, or laminated sheets used it soldering. 08300 SPECIAL DOORS 1.1 EXTERI,)R walls or as f. ashin at 11 r g perimeter of roofing, curbs, :,nts, 2. Perform all. soldering slowly wftl+ a well heated copper in A. PRODUCTS a. Ferrous Metal: If Applicable +�- '' .ti U IU E equipment, supports, and at other roof penetrations. order to heat the seams thoroughly and to completely iill 1st Coat: Alkyd Rust-Inhibitive Primer them with solder. 1,1 Ceiling ar,cess door 26 x 30 swing down standard gauge sheet 2nd Coat: Exterior Alkyd Gloss Enamel ^^`` j V '. pitch accessories and trim: Gutters, downspouts, copings, w/factory finish. Provide cyclicder lock and keyed alike Dur-Red 3rd Coat: Exterior Alkyd Gloss Enamel = O N D O pitch pans, diverters, and other weather protective metal 3. Perform all soldering with a heavy soldering copper of blunt or equal. Minimum dry thickne s: 4.0 mils. � r �rCV items related to roof or exterior walls. Cetign, properly tinned for use. 3. Valley and water ways shall receive an extra layer of Derma- 1.2 Trast, Enclosure Door: Chain link fence gate and postsC rr; . Chain link b. Galvanized Metal: If Applicable C i.2 Standard,: hardware to be hot di + ply at least 36" wide. 4. Make all exposed soldering on finished surfaces neat, full with clear anodized (vertical). frame, rails, fabric and all let Coat: Pretreatment Primer flowing, and smooth p galvanized steel. Frame 1.90 o.d. steel -nd Coat: Rust-Inhibitive Primer pipe, not less than 2.72 pounds per foot; corner fittings malleable 3rd Coat: Exterior Alkyd Gloss Enamel B. Cleaning: After soldering, thoroughly wash acid flux with a iron castings or heavy pressed steel. 4th Coat: Exterior Alkyd Gloss Enamel A. Galvanised Sheet Meta]: ASTM A-525, latest tevisiorr, soda solution. Minimum dry thickness: B. Solder: 5,4 tails, ASTM E-32, latest. revision. 1.5 Tests 08400 ALUMINUM ENTRAYCES c. Exposed Wood Soffit: 1.3 \\ Quality Control: A. Upon request of the Architect, demostrate by hose or standing A. P1st Coat: Sanding Sealer and/or FillerRODUCT„ 2nd Coat: Exterior heavy body latex water that all flashing and sheet metal is completely Exterior heavy body latex \ A. Work in this Section will be executed by skilled craftsmen, 3rd Coat: watertight. 1.1 Front Doors: Kawneer Set #190, Permanodic #40, dk. bronze, 7 mil. experienced in their trade, supervised by a well qualified (class A). Watermarks are not ac�,Pptable. Hardware: Kawneer Minimum dry thickness: 4.0 mils. foreman, and complying with Sheet Metal and Air Ccnditicning 1.6 Adjustments "Husky" concealed overhead 105 Jegreo closers; watertight threshold; 1.2 Cont actoxs National Association Inc, specifica'.ions. push bars each side; Adam Pite's 3 point dead lock INTERIOR COATINGS A. Repair any defective material and workmanship as necessary or as 1.4 Guar9ntee MSI85.1A/4015/4085; threshold to be extruded aluminum Pemro 157A or a, Wood (Standing and Running Trim and Doors) directed by Architect. approved Aqual. U.S. Aluminum is acceptable. let Coat: Sanding Sealer and/or Filler A. A two ()1 year written guarantee shall be furnished for material 2nd Coat: SL.•ir Lf requirfd by color selection 3rd Coat: Heated, catalized lacquer and workman, ip of all parts of building to be made watertight 07812 METAL FRAMED SKYLIGHTS 08500 METAL WINDOWS 3rd Coat: Heated, catalized lacquer i� � > p with nheet metc.l work under normal usage, -' - 0 > N A. GENERAL A. PRODUCTS b. Exposed Ferrous Metal (doors and frames) CA r� B. Repair any leaks that may occur at sheet metal work without cost let Coat: Alkyd Rust-Inhibitive Primer 0 to the Owner. 1.1 Description 1.1 Store Front: Kawneer, 451 extruded aluminum, Permanodic #40 dk. 2nd Coat: Alkyd Gloss Enamel Y(� � W Z bronze, ,7 mill Wass A). Glass mounting recessed with removable 3rd Coat: Alkyd Gloss Enamel Q W Z C. Flashing that is part of the Elastic Sheet Roof shall be Work shall consist of providing all labor, materials, equipment stops for reglazing. " S. Aluminum is acceptable. Minimum dry thickness: 4,2 mils. guaranteed as part of the roof assembly. and supervision necessary to furnifh a complet3 metal framed ` U W skylight and window wall installticn as shown on the Drawings c. Galvanized Metal: CC Z+ � 9 08700 HARDWARE AND SPECIALTIES O O O and specified herein, let Coat: Pretreated Primer V N. PRODUCTS - 2nd Coat: Alkyd Rust-Inhibiti•ie Primer A. GENERAL U C) B. Approved Manufacturers 3rd Coat: Interior Alkyd Gloss Enam l Z l,l Materials: 4th Coat: Interior Alkyd Gloss Enamel 1.1 Furnish all items of hardware required .`or completion and proper = I. Regal Manufacturing, Portland, Oregon. operation of work. ")eliver all finish hardware tc Minimum dry thickness: 5.4 mils. Q U) O A. Sheet metal valleys, pa.:apet wall, general wall and roof job site in flashingto be 24 original containers properly marked for installation. Supply all O W 0 gauge galvanized iron. 2. McFarland Manuf. Architectura: Systems, Portland, Oregon. d. Restrooms: a. necessary fasteners in matching finishes. a W LL) 0 1st Coat: Latex Primer Z B. Pipe and conduit penetrations through rooiiry to be sealed with J. O'Keeffe's Inc., San Francisco, California, or approved. 2nd Coat: Expoxy Enamel ^ an elastomeric preformed flashing compaL+ble witi, roofing 1.2 All hardware to comply with applicable fire and building code. J Z 3rd roat: Epoxy Enamel J material. 1.2 Standards W 1.3 Submit complete hardware schedule, prepared by experienced hardwarta L1 > -i C. Gutter and leader box to be 20 gauge minimum galvanized iron consultant listing all hardware and keying to be used. Hardware to O A. Uniform Building Code skylight requirements and roof loading be guaranteed for and keying to be used, Hardware to be guaranteed END OF DIVISION 9 W •.vith 6" minimum butt strap splices. Downspouts to be 24 gauge requirements. � coo � minimum galvanized iron. for a period of one year. Door closers to carry a five year written 0 1.3 Submittals guarantee. Verify completeness of hardware list for each individua' D. Screws and Bolts: Galvanized or non-ferrousDIVISION 10 SPECIALTIES NOT USED. metal, stainless opening. Approval of schedule does not re:.ieve contractor of -steel, ---- or cadmium plated steel. A. Submit Shop Drawinqs ano ?ngineering data for roof loading aid responsibility for furnishing all necessary hardware. DIVISION_ 11 EQUIoMENT NOT USED E. Mastic: span requirements for sk_light types B and C per Section 013CO 1.4 All exterior doors to be weatherstripped and with thresholds, Set cemeant, equal to ASBESTILE, made by Johns ManviCols?-application, asphalt-asbestos fllora Led, flashingle. and Article 4.12 of the General Co•rditions for Architect's DIVISION 12 FURNISHING NOT USED c , review prior to fabrication and stamped by a structural enuineer all thresholds in caulking. licensed in eta*(- where where job is located. 13 SPECIAL CONSTRUCTION NOT USED Z F. Bituminous Paint: ASTM NA-TAZ.007, Pure Asphalt Company, Chicago, Illinois, or equal, for use whrre dissimilar metals are 1.4 Guarantee B. MATERIAL in contact or the flashi.nq is ur+ or naar the ground. DIV'.SION 14 CONVEYING SYSTEMS NOT USED A. Skylight shall he guaranteed by manufacturer for ten (10) years 0 1.1 The following manufacturers are approved for the items indica.:ed: DIVISION 15 MECHANICAL G. Solder: All solder used on aalvani::ad sheet metal shall conform against structural failure and by installer for two (2) years to W to ASTM B 12. M Cylinders, latch€eta Schlege, Sargent, Yale 1.1 All mechanical work to be bidder d,+siyned, bidder installed and be a weathr,r and watertight installation, Butts Lawrencr, Stanley, McKinney H. Soldering Flux: Federal Specification 0-F-506, Type ' ^ Ives, Form A 1.5 Quality Assurance Clo..�-rs ELN, Corbin, Yale, Rixon coordinated. All systems proposed to be coordinated with Owner selected mechanical engineer. �./ or B, or equal commercial product is approvers on job (raw Stops, -,ilencers muriatic acid) . Push/pull, kickplates CIPCO, ':rimco 1.2 All :estrootns to be toughed in at locations shown. 0 A. Installation of skylights is to be performed by factory trainers Thresholds, weatherstripping *'EMCO, Reese and authorized personnel. I. P11 miscellaneous clips, downspout brackets, wire screen, etc., In to Le galvanized iron. ccW. B. PRODUCTS UJ W. 08800 GLAZING END OF DIVISION 15 lip J. Adhesive for elastomeric flashing to be of same manufacture. an 11 Materials .flashing, A. GENERAL _ A. Framing: 1.1 Provide tempered glass where required by U.B.C. or federal DIVISION 16 ELECTRICAL K. Gutter Screen: Galvanized wire screen cloth with 4 openings per '_:rival inch - wiro size 23. 1, Members to be tubular aluminum, sized per manufacturers regulations, see also building elevations for locations. 1.1 All electrical work to be bidder designed, bidder installed and L. Pipe Strainers: Wire basket L.�iners for downspouts..s. specifications. 1.2 Storefront glans to be 1/4' double 1" insulative glazed tempered or coordinated. All systems proposed to be coordinated with Owner � M. Masonry Reglet: Installation per manufacturers specifications. selected electrical engineer. 1/4" double 1" insulative float glass. 2. Aluminum materia] shall be 6063-T6 alloy.rry Reglet type ?..A. Spri. glok Flashing1.2 Those electrical items shown on architectural plans which refer to or approved equal. 1.3 Skylight glass to be 1/4" minimum wated,"Fw�DEQc� U..a1, �A('Na":I'+ 0 >_ 3. Rafters and purlins shall he integral condensate gutters ~0 ti�1'' r�M'"S;RE G*•':ti 'i:P'+� �►r .0#\!' NY,, exterior lighting to be incorporated in electrical work. • N. Otho. materials: All other materials, not specifically which shall drain to curbs. Curbs to have weep holes forcondensat< drainage to exterior.described b reqouired for a : mplete and proper# installation END OF' DIVISION 8END OF DIVISION 15 of the wirk of t'iis S,nction, s:+all be new, first quality of 4. Citmping bars for exterior glazing 8he21 be attached to their respr:�tive kinds, end ac• selected by the Contractor rafters with stainless steel screws, length and size as '�'subject too the apps: .sal of the Ar-,hitect. '�D requited, then concealed by a snap-in cover. Z DIVISION 9 FINISHES C. E,ECUTION B. Welding: All welds shall be ground smooth 09250 GYPSUM DRYWALL -- Cls 1.1 Inspection: C. Finish A. MATERIALS A. Examine the areas ant -onditioits under which work of this i Aluminum, dark #40 bronze anodized finish. Section will. be installer'. Corrrct conditions detrimental to 1.1 Attic draft. stops to be 1/2" non-rated gypsum board. D. Glazing � A the props_ and timely completion of the work. Do nut proceed , until satisfactory conditivne have beer, rrected, 1..2 Provide 5/H" type 'X" at 2 hour separation walls. (L1. Assembly to be single glazed with continuous neo;�tene 1.2 Workmanship: gaskets above and below glass. Neoprene of type 50 to 60 durometer. At no point shall glass come in contact. with B. EXECUTION INTERIOR 0 06 A. General metal. 2. Glass type as specified in Section OBHOU, 1.1 Provide metal edge heads at all outside cornern of interior gypsum 1. Form all sheet metal accurately and to the dimensions and walls. shapes required, finishing all molded and broken surfac,ts E. Sealant 00 with true, sharp, .ind straight lines and angles and, where 1.2 Provide with a sufficient number of coats of compound, sanded as intercel.ting other members, coping to an accurate fit, required, to achieve a monolithic surface without ridges, Cn soldering securely.. 1. Sealant to be one part primerless glazing sealant with color protrusions, dents or other visible imperfections in the finishing compatible with metal finish. system, ready to receive specified surface finishes. 2. Unless otherwise specifically permitted by the Architect, 2. Provide isolation between dis:a+miler metals to prevent turn all exposed edgr.s back 13 mm (1/2") • 1.3 On walls and gypsum board ceilings provide light drywall spray electrolysis. texture finish (orange peel) . B. Expansion: Form, fabricate and install all sheet metal so as t° 0790t' JOINT SEALANTS adequately provide foo expansion and contract.inn of the finished Work. A. GENERAL09500 ACOUSTICAL TREATMENT C. Weatherproofing 1.1 To be selected by Owner. 1.1 Caulk all exterior joints :o provide watertigi+t and airtight sial. 1. Finish watertight and weathertight where so required, 1.2 Joints greater than 3/8 inch in depth shall be filled with foam 09900 PAINTING i 2. Make all lu,:k seam work flat and true to lire, sweating full .racking rod compatible with caulking used. of sol.dcr. A. GENERAL J�;± h 1.3 Clean and prime all suti:aces as required. ~ 3. Make all lock seams and lap seams, when soldered, at least 1.1 Calors will be selected by Architect. p r 13 mm �1/2") wide. B. PRODUCTS 1.2 No interior wall or ceiling painting to be completed under this 4, where lap seams are not soldered, lap according to pitch but contract for interior walls or ceiling of retail space. 1.1 Standard use: One component silicone rubber sealant, G.E. silicone in no case less than 75 mm (3"), or Dow corning 790. Colors as selected by Architect. B. GENERAL ---- 5. Make all f,at and lap seams in direction of flow. 1.2 r!oncrete joints (traffic areas): Standard Drywall Products DJoints 1.1 All mater. ils shall '.)e of the following brands, or approved in . "';horospan Heavy". writing equ..ls: 1. Join parts with rivets or sheet metal screws where necessary a. Interior, Exter Paints, Enamels, Expoxy , Primers, (Alkyd, for strength or stiffness#. Gil Ietex): Rodda, Fuller., Keliey-Moore, Ameritone, Sherwin- -` END OF DIVISION 7 Williams. --- 2. Protri ,e suitatle watertight expansion joints for all runs of b. Pigmented Stains: Rodda, Pittsburgh, Fuller, Rez, Olympic., more , han 12.4 m (40'), except where closer spacing is Sherwin-Williams. DIVISION 8 DOORS AND WINDOWS c. Oil: Watco. indicated on the Drawir,ys or required for proper - - --- - installation. A. GENERAL d. Polyurethane: Vat have or. Rodda #142.77. E. Nailing 1.1 Description 1.2 Deliver to the jots in ariginal containers and apply according to the 1. Whenever pc::oible, secure metal by means of clips or cleats without nailing through the metal. Sff _$4 L *f aI1tI(I I 1111111 lltlll IIx III � � � III it 1 1 ! I I I I ! I - 1r I�r�It1tII(II : I t 1 n hilt 1 I I I ! t III ! I ! ! t Ittlr I ! 111 1 ! III ! ! !�! ! ! III,I t tit III III III;I�I !II 1111111 III I,I,:I+ IlI :IIII�IIrIfII�11tItIIIII+II!IIIIIIItIItII � .."• -�^ � 4 NOTE: IF THIS MICROFILMED t 2 3 4-- 51 6 7 1H 8 IPD DRAWING IS IF SS CLEAR THAN THI N07tCE. IT 13 DUE. THES SQUALIT 0.' T£ ORIGINPI- OE 9? 12 9Z S2 fp L, f2 at Ii 0 r,r B! '1"''['"! 9�1 1 S�") 1►! e! t! 1I! '011""� e • L 0 9 tP -IE-- z 1!""""a" rnllunlnnlHn ulllnnhlnlludllullltd1111IunhUlllmttullNMIIIII�11+1fIJ�ItIIIIIIII!IINIW�Il1�1lsI19N4A1r�IHfIIIlUI1111IIIINIM1Iiutuyubll- 1 WllllulltdlWIIUIIIIUIUWIIIH .. JUNE , 29 a . . A® - �• _..ry.r.� ... �• .-.••r.._ y-..�y.�,� ,,. ._._.- _,_ ...IrM.�.l..�,�y„r .�Mfl�,r .��!^':+iii`.�Y�+s �r-- •ir. 1 _ ..-�. ...rte-,_„ a_rrrr PLANT MA-I-ERIAL LEGEND 7 v, Quanti�y Common Name Botanical Name Size Cond. Remarks Ids l�v1iT1N --- ����IeNUNI�NI� GDS =�o -._fir, �,►�� y TM ►� ,101 Jam'' N1pIrIc r.��iy!J�;aGIy� I�-Iota pl-�a��,� �l�I��'�I.�G�%'•�e -- �d -- �w -,. 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(od Df 1 C 1 Iti� a .L --�- < r gal .\ti 22s�Df��l� 1.,l - I I ��J J h�if 1✓ iOct o '-`y. \ \ I b x211'�.�I o'o� I u �` um - - � �lI, , •� I i I I �'-3f✓'' a o.� � � I � 1�•. • � ,' �_. �-� ?�I I P,I t�y�',.�tilGi�le�7..41•F.yq - 3 B,�f� q ri - — s ,o��N�c�ov�e�[-1�-►! ✓_ g0 EQoyH ICY ��.1/ r .•r.��/ ,, �,' 2 s-7----c ,�, eN �e 9s' 0 co /� � ,,, Ic, � I _ rzr�SN�.k+�f' !vfAr't•E � � �I,r��A� v✓� � ��r•-�� I I c_���-+��f•1 I�'/ ,-7, v � !, . � � -�. •- �' 0 ZaB, 3: ' \ ~ C•8 'Ge.-"-S4'/-7' w c'4 24SIrway, cr) IL re -72 --- -s •7 4 ..._�P I�'j f-fel._ H -•.a_ w Sem /�J � � - r/ C• SvD 6.pW1.1 '� .b -�•I" �3 c. -' � cb 4 o %7=.. ewe t Z�.,Dam I -ter, - �. -—--1-- - ,-•- ----_- _-J__ �T�— Fri'571NIc� , _ V MV 577N G Gb Sys-[IF46 ,� cUrA4!S cuT �*az�a ri:_I1A►��11 I, IrICq- p�,d•,� curya cu r �ri�(,l � /� rE z/6.s' BFy; ►�'I,�.►2Gri �I. I°I>�:+¢ V s. we Pacif ic H w, y. _ - 2-co, Ilcr.,GZ•00, x31 �? ,LY.�1TE0 'ti- "7N6 ('0SES'-71c)h! 3u, 0 20 40 ®0 7 r,S,, Q, r w•, W.M oF o�taJ, e sr Slz-0- a14-7 ac 8 CHRISTOPHER FRESHLEY L A N D S C A P E A R C H I T E C T 1020 S.W. TAYLOR SUITE 355 • PORTLAND, OREGON 97205 • 5031222.9881 • - --- - . . r. .rr....,. • -.err ... - - . . .4 .. . . - � 7 11 1( 1 _. ..:. 1 I t 1 I 1 1 I I I[III 1 V I I I 11 I 111 111 1 1 1 1 1 1 11 1i� =--- wr� � III , IIItn, III � IIIIIII � I , I � I � I � n� I � I � I � IIIIIIi � l � l � lllll � l � IIIII �1IIIIII X1111111 ) I)TE: IF THIS M IC�OF I LME D ( - - 2 „�,3 a-4 _ 5 B 7 8 ® I!'o I I 1 Z DRAWING !S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - Of. dZ 9? LZ 9``Z SZ fp? r,Z ZZ - -08 -61 91 L1 91 (Al Irl f1 Z1 II of i --._. t e._ S _ti-e- Z- law+r IMIIIIIIIIIII�IIIIIIIU�111;11111�IIIIIIIIIMIIIIIIIIIIgtI111111111111NIIlutiln,Nt1�1M�1111�It111q�1I1tI1�11�I111. y�1111nluwllll�Wllf�!!�11�II1111�11)I�try�ll;t JUTE2' 1 i _ 1990 „yam-.—..--_-•r. .—_W r. - _ ..... .--. . .- .r r • . • rM'. -... _........,i1,r..�.r�A�IM'.'" .-....�!'-.... - -.w.af..�.�:y.! .......s. �7i' '.. ..._il.a..-.... .. r4VIY.L;r tr w -_ SPRINKLER HEAD LEGEND -T� 16 E _71 F7 (41 f LN 570(pf Vea AWAI IF-� - - - 40 IPS P c) *'q -Lnko ':57 Awl 2W 57LV 0 63 (D 0 ... ......... C'4 Lr 0 vf:-�-Az;f �%47%91-j W1 4 GENERAL LEGEND 144� 6vQrrC,� VA L-,4�-: �All 0 l,J I o�4 6viiTieoy '_4 V1�I Nor > 0 0 ix WAX-e— ILA 5� . 0 -J cq CD 11�- Retail Stores W ZW 0 0 W cr F.. 0 (-) x W CONTROL VALVE KEY 0z 0 0 • X17 �1 C u V 11-jzA4- BrAl (rj 'A'4 1) 1 1 ill /I I I . re ^L Z�� r.T r) I t 1, . V/Ieof5 I I a 0 0 ad z cr. L-4,6r,10 k-j ze, 0 W 0 0 V; P D2I F W1 40 - -�,r -.�� Ir �,d�,l�r I cc AT'I I WW> 0 'j L. -700 OI 4- PS e Do (L / i / �� , / kk 0 0 Ile, W 919L 5 1 am cr. J d; t 0 "A' >1 So u t 1h Winig W/ej5r7 L d z LL Restaurant CL < TT IN 4W an P.4�4- N�I 1 it ,I , I I ' - ,I j _y_ > —1 T - • IN -7 'tfbfA-n0kj 6745 00'r 65r r---t-00 5 414-ri ao k4ffi-� 0-Ir fHlAkt-) llr-- o�.-< so E Pa c i f i c Hwy. ______ -- 60 vc, W 7,7 0 20 40 W CHRISTOPHER FRESHLE Y LAN DSCAPE ARC' HITECT ' 41 L 1020 S.W. TAYLOR SUITE 355 • PORTLAND, ORFOON 97205 - 503/222.9881 3 4 6 i10 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 19 DUE TO THE QUALITY OF THE ORIGINAL - OE 6c 62 97 t? 92 G2 *z cz up 18 0? 61 RI J.1 91 91 fol cl ?1 11 0�1 6 9 0 c 2 1 - .. ? JUNE ... 29 1990 'C . �- .-q — z SO l. � ' .. . r Plan nr fablet5 Quantities: Provide for all trees and shrubs at time of Manual Drain Valves: Brass ur bronze, Angle Champion No. 200. Y �' plafritflig as follows: LO Control Wire: Type OF bearing U!L approval for direct undergroune burial in CC i Shrubs to 15" - 2 tablets per shrub (15 gram). National• E'ect;ic Class II circL'itS. AWG sizes, minimum size 1114. Use manu Shrubs 15" - 36" - 4 tablets per shrub (17 gram). acturer's sizing chart. _•� `� LANDSCAPING Deciduous trees - 2" - 21j" cal. - 7 tablets per tree (17 gram). oy Deciduous trees - 21" - 31" cal. - 9 tablets per tree (17 gram). Electrical Connectors: Scotct -L,)ck Connector Sealing Pack No. 3576 with Type r,ENEkAI_ Evergreen, trees - 9 tablets per tree (17 grain)• R electrical connectors, or Ral;i Bird Pen-rite Wire Connectors, No. PT .nl DESCRIPTION OF WORK: through 104 or equal. Shrub and groundcover Areas: Rutotill Webfoot Slow-Acting 22-16-8 into top Work Included: Landscape Contractor is responsible for construction of berms, , layer at the rrate :)f 20 lbs, per 1000 sq.ft. 4utdmatic Controller: Refer to drawings placement of topsoil and final finish grading, soil preparation for trees, j Soli Lak:1• Gate Valves: Refer to dr wings. shrubs, oro -,.eco':rr and sod lawn and planting of trees, shrubs, groundcover - and installation of sod. Maintenance as specified. 22posit a 6" layer of topsoil over al.l. areas to be sodded in lawn. Backflow Preventer: Refer to drawings. Rough Grades: iinil rough grades will be established by the General Cont- Valve Boxes: ractor asfollows: 12" below bottom of curb in all shrub and groundcover Thoroughly mix and pulverize the following proportions of materials to a areas and 6" below to of curb in all iswn areas. mirillnum depth of 6" while In a mo st conaitio.n: ligntly compacted measure- Ametek Standard Box Model 10-170-001 with shop locking green cover. (Fen - -- meets: Topsoil Placement: Placement of topsoil will be `.he re3ponsibility of the 20 lbs. commercial mix 12-12-18 Pet 1000 sq.ft. any imbination of 2 valves or a single valve. Landscape Contractor as follows: 18" layer in all shrub and groundcover Ametek Jumbo Box with snap locking green rover for Double Check Backflow areas. 6" layer in all sod lawn areas, t Sod Laying: Lay sod in accordLince with grower's recommendations. Preventer and Gate Valve. Use of Herbicides: Application of herbicides for weed control as may be re- F - toj O quired made only by approvad apolicator licensed under. Oregon Herbicide Law Immediately prior to :Laying sod, bring to an Even, smooth finish grade. Manual Drain Valve: 2" PVC pipe with plastic bocy valve cap with hr-ss 4•- p. and/or Washington Hert,icide Law. Remove hard and soft spots. Establish a friable fine texture sod bed. hingeo cover. (� o Roll with 200 Lb. roller, remove high and low areas. Q Substitution or Plant. Material: Only as approved 55 Landscape Architect. Valve 0 ep ratinQ a s: Provide 2 each, 35"-48" long galv. manual drain keys a N O -- Planting Bed Gravies: Grades and slopes in accordance with rough finisn to owner. s a N Submittals: grades establ ed by others plus increase resulting from addition of bark C 4 g � --`- mulch in all planting bed areas. Grade to 2.}" below bordering paving, Gravel for Sump; 3/4" to 1/2" clean washed round river rock. M Sail Tests: The Landscape Contractor shall be responsible for obtaining curbs, walks, walls, etc., be°ore application of mulch. Request the land- — Q r►.. soil sample fertility tests and fertilizatio,i and or soil amendment re- scape architect to inspect gri -les (finish) prior to any planting or ap- � Q U-) commendations of representative topsoil to be used on the project. Test- plication of mulch. EXECUiION my shall be done a' Oregon State University Soil jesting Laboratory at the expense of the Laidscape Contractor. Furnish the Landscape Archi- Mulching of Planting Beds: Mulch shrub planting beds with 2" layer of Workmanship: Installation of all materials and equipment shall be in strict \ tect with the results of the test prier to placement of the topsoil on specified bark within two nays after planting. Cover ,ew planting, .Ipply accordance cath manufacturer's written specifications and recommendations, � i• the site. evenly. local and state codes. _ i Topsoil Rece;•pts: The Landscape Contractor shall present receipts to the Maintenance: Begin maint�:oance immediately after each tree, s`irub : 'id EXCAVATION AND BACKFILL_ oviner for all topsoil deposited on the site. groundcover is planted. Continue maintenance as follows. Pipe trenches straight or "snaked" slightly allowing for expansion and con- Warranty and Replacement: reel anti Plentinc�s Protect and maintain planting until acrrpt.: ar, traction of PVC pipe. - weed, cultivate mulch, reset plants to proper grade or upright posh Warrant all plant meter-'al z�fter final acceptance for duration of one 1.1) remove dead wood and do ether necessary operations. Irrigate when nec- Bottoms on uniform slopes 1% minimum grade, except 1#" minimum where greater essary to avoid drying out of plant materials and as required to ,promote slope is not: practicable. fu _ growing season or one C.) year, whichever is conger. healthy growth. • Allow for cover depths as fo•.rows. All pipe to be 11, inches minimum to 18 Replace plant material of size and cund'_tion as originally specified, not Maintain trees shrubs and plants until final acceptance, but in no case inches maximum depth. Z A surviving or in poor condition; except only loss or damage due to freezing, vandalism, or acts and negligence or, the part of others. riot less than 30 days after planting. Maintenance shall include pruning, > p watering, cultivating and weeding as required to provide for healthy Provioe trench of sufficient width to allow for proper tampering around pipe. a J ,, Extra Work Items: Requests for extra work payme:its will not be recognized un- growth. Restore planting saucers and mulch. Repair stakes and tighten ca r` -ems a Work order has been approve. in k p ayme, All extra work requests to guy supports. Replace Camaged wrappings. Spray as required to keep plants Topsoil shall oe keit seperate from subsoil and replaced as the top layer to � E'^• Y rn the same depth and in a condition similier to that as existing before ex- be in writing tc the Landscape Ar-hitect. free of insects and disease. � QU1 Z cavation, Lu G Utilities: All pl2nts which are dead or in an unhealthy or unsightly condition and/or O � 0: O Backfill ani excess excavation with suitable material free from rock, or U W Dote_-`-= nd/or conn rm location of underground utilities ono perform work in i-.ave lost their natural sh,,pe due to dead branches, excessive pruning, in- other material that may damage pipe and thoroughly compact to give full O Z Z aadequate or improper maintenance or other causes (except vandalism) during support to the pipe. a manner which will a gid possible damage. � � G the guarantee period shall be replaced during the next planting season. Provide bell holes to insure support. of pipe over its entire length. V V O Maintain any and all reference markers l,ntil removal is mutually agreed upon Maintain Sod Lawn for 14 cal.endar days after installation or until accept- 16 b all arLies concerned. y p._ a - For maintenance. Apply Amonium Nitrate at i:he rate of 5 lbs. per 1.000 Bottom of trenchr;s �ha'1 be smooth and free of sharp rack and other. objects 2 _-. -1 11 -•r----_,....,.::._V._....... ... ...».• . - .... .. r . PRODUCTS_ sq.ft. and water thoroughly on the 14th day. that may damage pipe. D fr o Turn over at end of project: Landscape Contractor to go through entire pro- Backfill to finish grade, place backfill carefully around and over pipi;q, W ? C Fertilizer: Approved brands meeting requirements of applicable fertilizer ect and spray all weeds in lant.in beds, Notify landsca e'archit.ect before --- 1 dame e i e; wet and tam earth 0 O w P Y P g Y P removing rocks, or other materia_ that may y e p p 7 laws. Uniform in composition, dry and free flowing. Deliver to the site spraying takes place. in layers not over 6" thick until thoroughly compacted and settled. Con- � rr, Q io original unopened containers, each bearing manufacturer's guaranteed tractor is responsible for any settlement. �... J J analysis. UJ INSTALLATION: w W O O Fertilizers may vary pending the Soil Tenting Laboratory fertilizer nec- ornmenciatlon Control Valves: Install automatic control valves, and gate valves as in- � (� m n. Webfoot Slow Actinq 22-16-8 I dicated on drawings. Commercial Mix 12-12-8 3.5-0-0 3 Amoniunl Nitrate � IRRIGATION SYSTEM Manual Drain Valves: Install at locations required to properly omni com- Canada Bran, to 3 nuns Peat Moss pletely drain all pipe lines. Install a 12"x12" gravel sump (3/4"xl/2" Steer Manure GENERAL clean, washed, round gravel at each manual drain valve.) �r Planting Tablets: Par Ex IBDU 15 & 17 gram as manufactured by Estech General Valve Box Extensions: Install as required. Chemicals Corp., Winter Haven, Florida. DESCRIPTION OF WORK: — F r Design: The layout of the i;:ri ation system is schematic. Follow as closely Sprinkler Heads and Pipe: o�,soil_ Clean, fertile, natural loam obtained from a local well drained 9 Y g Y Y A. Install rrr k er heads of type, size ani coverage called for in the rQ� source free from debris, roots, stones, weed seeds, or other roots and grass- as is practicable. Sprinkler Head Legend, at locations shown on drawings. v es, or otner foreign matter. Deposit. an 18" layer in all shrub and ground- I - B. PVC pipe joints, solvent welded except as indicated. Cut pipe square, UJ cover areas and a 6" Dyer in all sod lawn areas. Sleeves: Sleeves under paving and walks by Landscape Contractor. Landscape debuir, wipe from the surfaceall saw chips, dust, dirt, MG-;,sture and _. ..- - _._..._.,......_.._____,,.,-,.. - __r,. • _,-L. ..- - - , ...,.3,.P, Contractor shall coordinate lcoations rnd depth with Paving and General Cont- all foreign matter which may contaminate the cemented joint. Apply Mulch Materials; Free from noxioLIS weed seed and all foreign materials harm- ractor. primer and solvent cement, make joints in accordance with manufact- � C; ul to plant life. Fir or Hemlock bark, medium grind, i/4" size. �..__ sirs-_ . - -• -- - a-- ------ urer's recommendations. Standards: Fr,ceut as modifies; by governing codes and by this Specification, C. Provide a leak resistant joint with freedom of movement at 011 swing 0 Water: Suitable for irrirlation, free from ingredients harmful to plant life, conform to the applicable provisions and recommendatic',is of International. joints. Association of Plimbing and Mechanical Officials (T.A.P.M.O.) "Uniform D. Use teflon thread sealant (tape or liquid) at all threaded joints. UJ cc irees, Shrubs, and Greundcovpr. Plumbing Code". It shall meet all state and local codes. cc 44 - Control Wiring: Gene,al: Genus, species and vari-ty, quantity, size and condition indicated Verification of Dimensions: Before proceeding with the installation of any A. Lay in trenches under supply or branch lines for maxinum protection, U /i on the drawing. Plant material shall be healthy nursery stock, well-balanced, section of the irrigation system, contractor shall check and verify the cor- minimwn depth 16 inches. a full-foliaged when in leaf; frc from disease, injury, insects, all weed and relation between ground measurements and the drawings. B. Place in conduit and- pipe sleeves where indicated. weed roots. Meet requirements of American Standard for Nursery Stock, 19-73 C. Single wires (red) t^ each solenoid from controller aro a common neu- r edition, ANSI 260.1. No cold storage plants. Ball and burlapped stock (B&B) Verification of Water Pressure: Before preceeding with the installation of tial wire (white) to .'1 solenoids from the controller. UJ stoc;< shall have i rrdtulal ball sufficient to ensure survival and healthy any section of the irr yatior system, contractor shall verify the water pre- 0. For wi'-e sizes, use wire sizing chart published by manufacturer's of growth. All trees are to be transported to the site in a covered container ssure in writing with 'the landscape architect. automatic control valves installed. to prevent windburn at the time of planting. All plant material of same genius, r E. Mpke all splices moisture proof using specified electrical connectors. species and variety, clustered, grouped or in a common planting ::hall be equal Proter-tioh of Unfinished Work: Provide protection at all times to keep rock, F. Bundle wires together and secure to main line or lateral lines at 10 0 >- in size, shape, form and color. dirt, gravel, debris and all other foreign materials from enteri ,g pipino, foot intervals. valves and other .irrigation equipment. G. Provide expansion curls at least every 100 feet in runs of more than Trees: Trees -:hall be supplied by Owner. Trees may be picked up at N.W. 100 fees in length. Provide 10 inches of slack at connection to control Shade Trees, 129'13 S.E. 352nd Ave. Boring, Oregon. The Landscape Contractor Environmc•)tal Conditions: In freezing weatner, do no solvent welding of PVC valves. is responsible far delivery of the trees to the site. The Landscape Cont- tractor shall accept responsibility for the trees upon pickup at N.W. Shade pipe. In rainy weather, do solvent weldingif PVC pipe only under coyer. - FLUSHING AND _TESTING: Trees. Storaae: Do not store PVC pipe and fittings i;1 direct sunlight. ' Flush mainline before installing control valves. Thoroughly flush entire Z ♦ ' Sod: Oregon Rye Grass Blend from Oregon Turf' Farms - Hubbard, Oregon. ; Guarantee: Guarantee the irrigation system or any part thereof against de- system bs,foie testing and installation of sprinkler heads.. V -L. f •:-• t ace � �ttive material and workmanship .or one year from the date o acceptance. Edgin�c Strip__ Cedar 11'x4" with stakes. Correct same without expense to the Owner. Repair any settling of backfilled Test all pipi22, valves, joints, and fittings at full pressure of the main L) LL. trenches occur.ing during a one year period after final acceptznce without source of stoply for not less thd.l one hour before inspection prior to back- •.�• Tree Guying and Staking Materials: expense to the OJmer. Include complete restoration of all damaged planting, filling. U Wood Tree Stakes: 2x2x8 Douglas Fir treated with two coats of Olympic paving, or other impro ements of any ki.nd. immediztely ccarract any and all leaks or defects fol rd v,d retest. UL a 4 stain preservative or equal. Underground Lti1ities: Coordinate with General Contractor locations and ' depths of irrigation system with all other utilities before installation of Adjusting and Balancing: Adjust and balance irrigation system to provide Tree Ties: "Rigid Guy". - any underground utilities. Protect active utilities encountered; notif, uniform coverage. EXECUTION persons o..ning same. Repair or, replace any utilities damaged. Clean-�EL Keep premisea reasonably free from accu!nulataon of debts. 0 General: Remove from all planting areas, stones. mdtar, concrete, asphalt, S, bmittals: _ Union tom le,� tion of work, remove all debris, equipment and surplus materiels rubbish, debris, and any other materials harmful o plant life. A. Maintenance Manrlals - Furnish three copies of the followinn information and leave the premises in a neat and orderly fashion.. � neatly bound in vinyl binders: Weed Eradication and Control: Remove or spray as required to eradicate 1. Index to•manual. noxious weed growth and roots (Johrnsori Grass, Crabgrass, Morning Glory, 2. Blueline diazo prints of "as•built" drawings. Rushgrass, Canadian Thistle, etc.). 3. Manufacturer's literature describing all components of the irrigation Initial Soil PreZaration: Rototill all planting areas (where possible) to system. p 9 p 4 Operating instructions. a minimum dep,li of 6--8Fnches prior to adding topsoil and .installation cf the irrigation system. Compacted soil. shall be recultivated into a friable Lin.- di.tior, to a minimum depth of 18" or until a friable soil condition :.s reacn- a. equipment Drawings: Show layout e system, arrangement of valves, and equipment as built on rEproducable drawings at a scale of 1" equals Pd. 20'-0" . This shall be a condition for final payment. TORN ` Backfill Mix for Trees-,_L ;bs and Ground^love -- - PRODUCTS ' rKw 8090 Topsoil t's. General: Materials and equipment shall be new and of brands and types as i 109E Commercial Steer Manure f p DOCUMENT 10% Peat Moss shown on drawings and specified herein dr approved. ;iMATERIALS• + N ant.ing Trees: Plant upright and face to gl,•e best appearance or relation- ship to plants and structures. Irri ation Heads: As s,,ecified by model reference. Manufacturer's catalogue All1p anting holes shall be excavated three times the diameter of the '.,,lee, 1 numbers indicated on drawings. shrub, or groundcover mot bal, or root system, r V N r Place an 8 inch minimum lightly compacted layer of backfill mixture under rhe a Pipes and Fittings: _.....^__ root system of each tree. PVC pipe (Polyviny.l Chloride Plastic): class 200, ASTM 01784-69, D2241, - --- SDR 21, PVC 1120, Type 1 normal impact, T.P.S., NFS approved: plain and/or Loosen and remove twine binding and burlap from around top of each ball. Pull bell end; color white. - -- --- he-burlap from under balls. Stake or ouy tries immediately after this work. r� '} PVC Pipe F_r.tinc$: PVC 1120, Schedule 40, Type 1, normal. impact, I.P.S., Cut off cleanly, all broken or frayed roots. NSF approved; meeting requirements of ASTM tcrtative speclficatior,� 2466- - - i 65T. Place anr_i compact backfill soil mixture carefully tc avoid injury to roots; �1 void�a. Swing ELLS: Schedule 40 PVC threaded street ELL or TORO 850-01 and barbed Tilting. .. When planting hole is three fouiLh-- fl:lpd, place planting tablets in quantities PVC Solvent Cement: NFS approved solvent for PVC through 411, meeting require- herein specified evenly spaced around ?arh plant. ments of PSTM D-2564, #705. When hole is nearly filled, completely soak and allow water to soak away. Fill holes to finish grade and prepsre for other work indicated. Provide a 2" de- PVC Primer and Cleaner: Weld-On P-70. pressed water basin at each shrub and tree. Automatic Control Valve: Refer to drawings. h CHRISTOPHER. FRES LEY , L A N D S C A P E A R C H I T E C T 10?0 S.W. TAYLOR SUITE 355 • FOR-fI.AND, OREGON 97205 • 50.1222-9881 L34-* roll 11 loll --.;ss.�l•.......:..: .l 'R'�R'A !'• .r:�t......,.,ar• ..N .,,w» :fir �IM�I)� p ; ,' .__;_ ..�: ` .. 1 1 ► I I 1 r ! 1 t r t 1 r t 1 I I I'1 (�l I ill III 1;1 I 1 111 III 111 ill 1 I 1 1 1 I I I I 1 t t 111 11. 111 III 111 III III ill III II1 ,111111 1111111 1111111 ;II�Ilr�rlt�lll ,d.-.,�_e♦..- -- .,,� I; r+til � ► II � ItIl � r�al I � � � IIa111 � 1 Ali � 1 � �n � � � � � 111 � � � i � � � 1 � I � I � I � 1� � � ---- NOTE: I F TN IS M ICROF I LMED __J 4 _ — 5 8 r e 9 _ 10 I I 12 1 DRAMiN13, IS LESS CLEAR THAN ----r~ THiS NOTICE, IT IS DUE TO THE QUALITY OF TFE ORIGINAL1101( DRAW I'll;. 0 L 67 97 1.7 97 ._ ';17 IE 02 61 -91 LI'1 u.91 51 111,1 EI 21 111 011 6 9 1 ,---'.---I9 'Sb E t I�"'�" ,NI�unlnn�nnlnnlnnluNnrnir„�:�IIIIIII�IIrtI1111�1111�NIt�11N�111L�111�IN�111111Nf�1i!I�IIIt�IIIIII1J�1111�ItW111lIrM�fNl�tlh{Illl�lil_1�NtINt11�I1t1�tINNI1IlINI11111�II11U111�W1�IW�U�htlul►Iuutlowl�lllllillhll!!�llll�llll�lul�1111�1111 � , JUNE . 29 ......,..Y,,.,.r& ..... a, r lir. ,.l'-?. . B .�I� -'OS�1T"� •;rr,.i �3�,-..,: h '" �c}n. "��•'. z 2 7 1. \� �. r:�R_A,I z'TZ48 X00 '�9 :a e12 A£••S'r�C..� •jT 3�,■oC `� Te.W. 2�D.0 6 s �,•t vEa =C<Z v6.,CLEC "` I \, Q=A L' ! � +tom 9l �,mss aap H CAVY CkITf G.I. \ J 1,�G�' , l egP'rP t'i raveia 1`RANIrr. \ \ '2"o vl��PiIDL�S C•crU�l.. \\ '�74 M �dj- AE'i SHEAR CvRATF. SP�►�irab •.5 Rlfo�'D �`_ ' +� G01`090L_ Ra; 2' TN IGK GA6T I IES N/ �(RfsCrJ r•'1[SN 1 `` �FY'S \ ,\ ,\ (J� \ G NICO 1:3x2 X12 , TAq, lsEy G+RA.T GA,T Ir+PUaI! GOrIG. MAr1NOLE40 It Re15AIi3 I L Iib. 4-2-7. - `-� oil OpTlor••IAL. pX[GA9T i ,�P���� RIM�7.o L1!<, \\�, NGV , 4 1bG / ♦- P �3 \� Q' 1 / \ \`• ISI°, t v o Li A1'P�VCp STEPS �\4 a 2'lT y j • \ 2� 7 7- vS 0 \ DIP �ITTItJ(s � t \ Ia �sUvE STC:fL. A•LL.. _ ----- !L(/ll� / � ;:.: > CLOSU �' -•• .^_` t-l/L�4P Gvr15 Tf�uGT nt>t - ;.-- � cAsr 1Wor•1 sHeAR 3ATE A.S � 'GAut.r FITT;r.b 5005 5EA1K5 I°jIAL.TuM ciOATtG INL,/T I I I I � � `jAMfi I �. AS odT4ET. PR1L-{- IN'siaDE taA-'E TILNNT 70 . 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ZZ/iCb Z --��-- -� / ID '; a , ,� 419 = �k 4's )If3•� OMIT '� H LESS THAN S' -' .' /'PIPE PrDD!N(T �� V , •` d O i I.E. 2 1.7 'L? 0 W ? CL LLJ \ ' \ ��\ �` z / � 0 a DRAINAGE DITCH . / � o T�, W w 4-0" A H 6 OR WATER tz l N. S, C�j �� � � \ \ �� W � O cr. - - OL 3-0" Q H SS THAN 6' ? ? o / a. // ^ `�. \ i �\��,\ �` , \ , {/ ► a� a 3 RETAINING WALL G I SCALE: I/2" 1'-0" RIM. 12,25.0 \ 1 r cn Co�A7A.G•. a r r -cr 4+cg �, war. /r I E 220,6122 :8 47,S tih 23?, _��/�o\\\ I �2sr - \ 0 W 73 \\ \,\ / \ ��. .�� J� i Q // 225 I / 2$•I: Ti �■ l 227.i;..' G \ , r'~ �'\ \` K.�'.a.: .�•/c; � ��'� Qom. • / _ :C�. � / j <11.:- tc .9 a '� / _-_ 224 / \ \ •�\ _��� •. \ �7 •� 122'x,4 < �, u r ULI 7.09 T• G. I.JssSTg 3 cx \ d 0 2 2 6.3 O > cn C.O. �\ ` • �1 \ �► �'�'� -z:.. 14 tit, 2.26,0 I ' I G 423.v 4W 01.2'7 0 I l 223.6 // ' / RIM ZZZ•012 v RR � cr \ S,o u r ?J RIM. 222.0 /1, \N ao, 3.0 G4�c / j LS.✓ I "'Sri° 4 L .�U d. L44,^ I �' �� ( -S 7. 97 ' ; :. �' \, ,Ja Restaurant u rel n fi \ 5 G• ',s'c �s CIO' LL FL00a 14c)cq. rap, tl�t� ( ' ` .27_ 27. 427130 I \ 2:17.$0 227 �a _ ! 227.�� � 1 •� '� I � � 1__J lig/ J �,,j,r K r COI`�I,- 2 Z 7 -°bU. \ �. ?.O.O t 3O.�►�' 64 r `c 2C 11 I I ' i V ' I i _.---""" ia�•_:c T'=-5--.� , \ \� •.�?,•--• I 1 , G6I .�8.CIS' + l - 224,0 a��\ I J 1 I .p / / G J Le G „ 2 I fL It \ ° T• 22� I E 214,E c. ta. 2 z.4 .G �' r� a �.�. �• -' RIM - L15.5 N RIM. Z2j. / 1 414.0 1 I G3 S 5G Sri 225.5/ \� RIM LE'. 1'10 �S rL GID " ♦ __ _ I -�� r' t ' a23.o -i''�c.S.P. �� I^1 ...lJ �.'9 8 - c P __T�, \ ��-- ` _I (. 2X1. 1 ! -t , 41p.5 ,g ■ ~ __ -- �� Ibol I LrJ�41 V ,o , �, ?r (/ L2Cs•d - _.- _ - _�--, - - .. '-•--. .�....�. .,.. ._ q. 5e•;�'3Z^ .! 'iml rh l - 7:ca•o r , c,- EXIST. SERVICE, h ' _ ... .... ...�..rf - -� -♦� tt '�» %. IE 2160 V♦ G �� VERIFY SIZE _..� -- "�. �.-- --- i+► zz,3 �� / WAG k+YDN1 T /� �; t® I.E.. 21Ca,7 __ _ +I `cwr� - .r�hS - .------ - V`ALV ,2r METgR __. ._.._ __L-'ME.�EK._ / 4 r ST(nr rj >` 'C✓" Gf7/J S '. " /- ' g'� C F ew,: rar•� 1 c:u('s cul' 2z z.-Lz T.c, .- rLC>Cr o= c upB�_ - RE r;X r5?rN 6 r�Tu c I P; .. r-� G GiA"'�i; (.'!:�A{ N 6a fI 1 � r /G, .. , a / I zzZ 2� �, cu ��T LUTE o = _ ry7 22 2._8_T ___ I� PROS I UE O,S.I�.D. TT r E L ry q .,._.,_ APPROVED -FOR .'i•r (*UCTK)?1 7.2 1.71 G. i MLs2G•1 E�•r' 1,439 c„ 6N/�' CI.iRBS IN RIGHT OF WAY- TYR hy �f ry Iii AlRQ �V � I, CITY G� g1'I`E A��,_ �`ag__-__. PERMIT tJO. --•- APRIL. 12,b'4 _-.--"- V _uT1 y -_-._- --_ ATE .._.-. - LBy 'f LF MA) ?I , ;t 9 01 PacifG�i A D I N G PLAN N � a-2�-� <iw�..; ray Sol W. 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'�' 111 I I III I I II I I NOTE: IF THIS MICROFILMED 2 3 "`'4 - -" - -- -- - -----.., r �► DRAWING IS LESS CLEAR THAN i THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _ -- - - - --- ---- DRAWING. �f. 62 8Z LZ 9Z Sz bZ E2 le ;Z fit 91 11 91 ci bf it '�I II CI f� d 1 ,nJ;lnhlulHHllullHHlHuhlul;•Idnnlnnlnfrhufh:I1lunhurluullnlhullr nhull:fulunlnnhl�ILnllull`Iu►lu►�I►IIIfullnnlul+Inrl4mlluulnulmflunl'111IIIlIIIIfI�IUIIpIIIIu;;V�j1'Ilh1llLUlllWljlllhlW!iuUuuUlnlulil►nilflnl►luluuhlN U LVE 29 0 ._,� , 19 9 _ _- ...,�..,... _.__,'. _.._._._._.. _._._ . ...____ -..._. ..__. - --....-. ..- -'-- --_.... ....t i.P�f,,,_-...._- - -._ ..-_•, -. .. . ...- -_.... ,M+•.._. _..: : ,:,i„�111�.G` ........w--._._--..-. •,IL...._.-. _.r..-...i.yv, . _:. ..ri •--- - .,.,._ ._ ...,. ....,,,.. .,•...,..M..».....I.w.._,....,....M.'+NY#W.:�._.._.�:�.�;W.,.+euNr..al.........4,V.W.�...:�(u.....vr..,.,....�,..v.N..._..... ..w.��'' ;n w,.....wu... .,... m.. .... .. ......,.. _.,....� ..h_..,.,..., i TENANT SPACE SPECIFICATIONS LOCATED IN < . C TiGA Z) DATED L /� . 19�s DIVISIONS INCLUDED A. General Requirements H. Miscellaneous B. Door/Pinish Schedules I . HVAC C. Concrete J. Plumbing D. Carpentry - r L. Electrical F. Finishes M. Janitorial G. Insulation "NR" Not Required Prepared by: Westwood m 1� N' ,.y 'r+t► -„ ._... '..r:�dryr+•a. "' -+T� ..�,,,, q• -R":�4�ijrt�1: _,.._. � � 1 i 1 � 1 S I � I I I � I _I I ! � � tll � + I + IIIA + 11 , If1 � � 11 ` Ii1 � 111 � IT� � 1II ( + I + �+ ll � lll ' III � III � tI1 � ri + Irol � f� lll � l � l � llllt � l � tlllt , lirlrl + lrlt + Irl : Ir , rirlrlr 11rIrlrlrltlrlr rlrlrlr � +yrlror � NOTE : 1.F THIS MICROFILMED t..,...r...e... 2 3 _ 4 5 _ 8 7 8 9 I0 1I 12 DRAWING IS LESS CLEAR THAN i THIS NOTICE , IT IS DUE 70 THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 a 92 SZ bZ EZ 22 02 61 ._ . of LI 91 SI b+ EI ZI 11 01 6 9 1 9 S to E z I ���s.► ' �►rl�lllrlrrrr�rrrrirrrr�rr� .irrrr�rrrrirr� Itlltlil.Il�tIt111111�N1�.���i-�U.l�l1_i�IIIi�Ul1J.1�1111111�11!,�1;I���I�It�f.Ill�jtft�Illt�.d,�tltt�tfM�It1��UUtfill�lllllllll�llll�l1,Ul�U11i.Wt�1�IJL�111lW�tt111�llilll1��1111111i1�WlUlll1!!!!1!!!UI!�Il�thllll�llll 4 J TU 2 5: 1 1990 .may,,.— — �_. _.....�.—... ... -•.,�.:r.,,,.:x -a, • i:�M. -,�.:. y •w,v Project: ij' Date. o?� /4? Space : X`A e,07 Al 0 Wage / of DIVISION A - General Requirements SECTION ONE - Agreements % Upon acceptance of an agreement to perform construction improvements in 6!24A�/ CI_A)Alj. ) . cy T� L , rOg4r1,_,el C eoe5e�.S�O� Westwood Construction shall be responsib e to furnish all equipment , material, labor and supervision for the completion of all work coecif.- ed below. . Upon acceptance of an agreement to perform any work, specified below, each subcontractor shall be directly responsible to Westwood for the following: (a) All work is to be completed as directed by Westwood Is superintendent and in accordance with Westwoad' s schedule. (b) Before commencing work, c abcontra.:tor shall furnish insurance certificates to Westwood required by the ;subcontract agreement . (c) L�abcontractor shall guarantee its work for a period of one year Brom the notice of completion tiling date. Corrective work shall be performed within one week after notification that a problem exists. (d) Subcontractor shall. be responsible for daily and final clean -up of its debris. (e) Subcontractor shall be responsible for unloading, hoisting, storage and protection of al]. materials which subcontractor shall install. (f) A_11 work shall comply with local, state and federal safety requirements . (g) No extra work shall be performed witriout written approval from Westwood ( h) All work shall be performed to the say isfact ion of Westwood a11d the ele�.� -�-�•�r c,�,� ,L . T .., w. — — ,. 1++ ., 76i I 1 1 I 1 '� 1 t 1 I 1 tirx ` •� .: '. 'ra._ �..r r,,ra*Y;w +' -' ,9►Sao .,*.,w, - • I I II I 1 I I II 111 111 I Ili I I 1 1 I i I 1 1 i l l l 1 l l 1 I I ! I ISI 1 i f l l l l ! l l l I I 1 1 t i 1 1 1 1 1 111 1 1 1 1 1 I l l l l l l l t l 1 tll �'` � -� � I I � � 1 ( � l � I � I � � 1 � 1 � 111011111 � � � 1111111 � 1 � 1 � 1 � 1 � 111 II III III � 111 11111 _ � � NOTE : IF THIS MICROFILMED ! 2 3 4 6 6 7 B 9 I D I I 12 , DRAWING IS LESS CLEAR THAN "---- THIS NOTICE } IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, - t 62 82 d2 82 S2 b2 E7 _ Z4 17. Q2 61 e l L I n I 21 I I u 6 6 8 L 9 S b E 1 +�1 'I ' 2 ►IIIIIIi�tltllllll�tltllllll�llllitllillll�lll +al1111��1 l U llll�11110141)1!111111-1,91111�1�1t111u��,��rl�flr� �111�I11�Ii1���10�111IIIIIH110141jj al 1 .r ,dry, uW�ll !rl�1W�1l�IUl�I11Q�IIt1 . S � �Qhi .ryr}.�er..,�.;..'�.. .. ' .TlR,9r Mrs a .r »• - .^.w+rt`.wed.M.n,«•« +w�.,,ww».os.......e.,,,:,.....w,,.,..,......«,_W...-.. -... .a ,- _— Project : /0� Date: Space: G .� �% LI /v.� Page vgof v4 (i ) "As-Builts" must be submitted by electrical , mechanical and underground subcontractors providing equipment, before !_hose subcontractors will receive final payment. �j ) Assistance provided by ,representatives of the contractor will not relieve the subcontractor of complete responsibility for coMliance with the plans and specifications. . The tenant shall have access to the space for the installation of its equipment, signs, etc.--provided that such work is scheduled through Westwood to prevent conflicts with the work described herein. Lf Westwood and its subcontractors shall cnploy only qualified mechanics and super-visors . r shall procure and pay for a buildi»g permit, including water and Sewer connection fees , plan checks , and a fire-life safety . Plumbing, mechanical and electrical permit resoonsibiliries are described below in other Divisions . Westwood shall procure and pay for re�-Tuired sidewalk use permits. . Westwood a:,J its subcontractors are responsible for daily clean-up during construction. Regarding final cleaniryg , see Division M--Janitorial . 8 . Westwood , its subcontractors , and suppliers shall submit shop drawings or catalogue cuts for the followi!xr: —.Z—V- 07- 4? .Z—V— o 9 . Westwood and its subcontractors stall carry appropriate general liability, automobile liability and workers ' compensation insurance. _ � ESTW-�� Z_�) shall provide Wil.der ' s risk insurance for, the improvements described herein. 10 . Westwood shall furnish temporary propane heat and a chemical toilet . A7 A/ D_ shall furnish temporary natural cas, electrical power , water , and sewer service--including u*-.ility connection fees . Upon receipt of an occupancy permit , or delivery of tenant Equipment--whichever is earlier--utility fees shall be the responsibility of _ 7-1-1,67 7-t!5:' IV /9 A 'T'W o-.a-,� �p� .�....w'_ .w.., .. u'.aFta• @: *v" '!"� "'q+w1i`2u. xtt•� .r+pM; *•n-:: . • —._.. ,,. - ��.�._ - « *#F!( ° ._-- —_ � � + +i=.1 � _. �" ."I"T"' _ ..ar oil i1I1 I , I1I I I . _ 1111111 till1111111111111 1sIltlI illl1 1111 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 � 1 1 1 1 � 1 I I 111 1 1 11 � 1 1 III i t 111 I I lil I ! 111 1 1 1111 . � ' NOTE : I f THIS MICROFILMED Z 3 4 5 ;' 9 I n ! i 12 a � DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO J ' THE QUALITY OF THE ORIGINAL DRAWING. - - --- �. 6E 6z 3z 1Z 9Z SZ bZ EZ zZ Oi' 61 BI LI S1 SI bl EI Z'I I1 01 6 9 1 9 S b E r �N1�1111111111i1111i1il�iiilll�l�lill�lllll�lllllltll1111�1111, 11 lei i h��,l�litl�l!II(II �UI I�_I1�Ia111,�► !)i�� ltl�ftil�illllilW IIII1IIn II i � l�l�l�U.Ili _51� ll�.l1!!�Il11�!lU�II11 . "�. JUN ) 1990 -1- `" r • Nvw •F�C } - - � ._„r. .....--++.�'.-"sa+-ww.+.._...--_ -_..._ -rr ��s.r.•+•-,-- _ rlFli..: :.♦ w-- .. _ ..,,ru,o.- .,,. ._.... ... _... w^. �+fntigy �M�-+.. r: - � . `4 r.'•».,., ,...r.....+`+..,..........rl'F7Y..w,M1.. - .L[Y+17M�Vr°G� ..,.... _ .__. «,n,.. .... ....,...«.,,.. ... ,.... ....,. .__ rte.. ",�'"Is. S'�' Project : 1906' 1*41 Date : Space: A AJ D Page,:.3 of e557 �i Z shall provide working drawings. -7-/-/ 1!5" r-',eq A/ANT shall provide dimensions for tenant ;uipment connections . No performance bond is required . No testing is required . It is anticipated that no barricades will be required . z-zn `7 e eRt i - - - 13• �Al A/ 7- is responsible for the accuracy of information regarding tenant equipment electrical load , plumbing and mechanical requirements . f 119w * Pa extrn!q, if reTjired by -%-1-Mant -emsi al-- - i za wes-r P=_'_`._r ::- Unless --LQd n4-hQ i �..at.Pr.ialG .and wnrk -gha 1 1 1 ng omen s ..' �� �I.M....�R7Y.d -Afs ) r^ri.�IS7'"Yr-•�..w- .��. i 1111III � �III 111I 111I 111 111 111 lel 111 II ll ti+ lel lel lel 111 111 1T1 eeIII eI Ie �I 111 � I ! I � � ► � I ISI ! � l II Ilt ell ISI I � ISI III 1 I I I 1 � ,rk NOTE : IF TH IS M ICROF I LMED bloom _.:_,.? a 4 6 7 8 9 e 0 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — --- - 0C 62 82 LZ 92 SZ tiZ EZ ZZ 0Z 61 81 LI 91 SI bI -_C1 -Z1 1 1 01 m6 - 8 -- L _V9 S b E Z I �rlllllll�IIII,IIIIIIIIIIIIIIIIIIIIIIII11111�1t1111111�11;1�1} J U 25 , ..�I,�I�,e11�111IIt1Uli��1�1111111!.Il�ii��Nl�{�I�Illltl��jtl �! 111tt�tIUJ�1IUIIIIIIILI�IUL� � � � .��ull�w,t�l1� �,Iull�witt�� 1 0 •,� . __. ......,,.. „�,.,.�, r w I Ro ,�V1 d Ste" C� ��/G- �E�c �tiG V✓,� Lti�sy No. IWAM E �OVE� 4=7Av/ T Al 16,I r S - — ' " /.-I 04+ ,2 x asT/ G A6bv,E f,,,.�, �.�1,-NT/N6 A10 Al 4E =14 F - -- ✓-GQo� - -- - - 45 - D w oeV OIOY i`/p A/ E Q w V -1 —- 0 = �S 11V6 <2 /�f3 �4 � fes. oG' •�' / �iG•� 11 v MONO.�...,.-yr-.�..:..,.: i�;,,-M'Su ..................... ♦ /1tr.,... _ ._ ._ ►_ _. ..r.�� �.� DAG �.� wun�0o,..+�wr�.� 1t11 � 11E1111 � Jill t11 111 ' 11 � � 1 i � lll � 1ll � lilll Ifl � l � I I � jr till I � IIIII I � 111 ) I I � III � � I � II11 � i � l � l� t I � I � t � r Ilr � l � l I � � t � � � � � int ili ili iii iii � � � i � � iii iri i � � tl � i1 � iii �. I NOTE . IF THIS M ICPOF I LMED �_ 2 3 4 a 6 7 8 ! �� 1 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z BZ 1.Z 9Z S2 vz EG ZZ 17A 0Z 61 91 1.1 91 S I b b I I � I I ! 01 6 e 1 9 S b E Z ►1111111�II�III��S�����1����1�1��1�l���It1�111�111ilill�ItuIH�N�N !i iil11111111 *1�ll1f11111��1!1h11d"woulI[1111.11111 11Lt llf1i�111f1�1111111111111125, i u 11990 11r1��1,u111.1��1ill�l�lll�i �l:r�i1111�111111111�tRullilli::�i�1L1111�11 ;` w ,,,, ,..; _. '- .r.� ,... ,.._ ,....,..- .... .��. - '�•A!M'�'"M'µu"u '1 en.� '""r4J, 1M•. ... r �R S I Z'E — ; G T)'PE F/RA Mf: FAVI S I, CA SiN6- LA Tc1Y 114CCES' ' \ � �/�. x SO �✓�'C;f,/ .1 /"J�=i.7 FOR C � S' i� � 5 g O F� O U Wi ry � � � A FPS/ED �rAN'/1aQ/ �i4.SS�iE Q�ie STOP s r Y,4,E,, r sE.E Bo T.Al 'r JT- 'Vo c 40 Lu r�i✓.ICy 5 O w I Lo 0 � oQ C� s 3 ' A s.� � �s � � ^/ � A//4 ,A,;rim 1�/ ,4 k,\ , /5e Aq *A� OOY 7-A 14 40 JT '0� f1q lorl/Ht'c-D A11'4 4�� "coc IV 4:r-7 c�:>/43 /-s (", v�v- Z .-.`. ~� A 71111 ►I1t1IIEI It111t111t�-' It1� A � 1 ` II ' I � III � I I � III � I I �1�1r1 l��l � l�l i � l � l � l diflil I I ti NOTE : I F THIS MICROFILMED :... �� _ wa+.rr�.w.w.. 2 3 4 5 6 7 8 9 t?� t t 12 DRAWING IS LESS CLEAR THAN �-.r.' THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. oc 6Z 92 a 9Z w t►Z EZ ZZ I I 0? 61 ~ *mum f91SIblEIZI If0f6 e 9 s b E Z I ,��l�aul�ll���l il�llllllllllllllellll�ll�i�t�l�llirl�l�l��llt�lt�u+�.��ll, l�:�.i� .tttl.tt,+llttul��l�lllll111.t��t,i�tull�tflla�a�+tit,t�itl.��Il� lulalttu��ww�lloll�tuthttt�.�au�.�.u�! � � � I � f. i u 25 , . Project: Date: --?/; /9-5- Space: .4 45'X3,X3 A/� Page 6 of o7 y DIVISION C - CONCPME SECTION ONE - Accessories 1 Reinforcement - $-WU �p a Vapor barrier - 5 mil black visqueen. amd i1.,n rl '14 '3 mibazru/ 2 LU L�ti wi4e at• ter.}. .. ,.3* Key Kold/Zig-str":_p I1(� _ntr/1 a�art�l �L • SECTION TWO - Slab / . Install all items described in SECTION ONE - Accessories . a Furnish, install and remove forms. Fine--tTade and compact base under slab. . Furnish, place and finish concrete. Concrete shall achieve specified strength. Wheel concrete as required . .moi'rT&h tnd irm tc l -sCnje, I" ,n - Furnish and install thickened edge i • aav i.v VtJL VV ` i • vur +- I All'us • ' j any -em-e r • (� Trowel slab to a smooth! dense finish, The surface shall be levell within plus-or-minus 0. 25 inch when check,,--,d with a ten-foot long straight-edge. . Parnish and deliver concrete tickets , is required . r I �~ 1 , ' � 1 � � � 1 ►� 111 � 1 � 111 ; 1 � ' I ' � ' ��-� I � I � I � III � III � III � � � I � III � III >> II � I � I � I � I �� II � I � I � I �I � I � IIIIIII � IIIIIII � IIIII { 1 � 11t II1 � 1 � 1 � 11111 � I I � I � I � 1 II � � I � I IIII111 � � I ` 1 � 1 1 � II1 � ! I � 1 ` 111 I � illll t� ll111 .f " � � _,,N NOTE : IF THIS MICROFILMED 2 3 Q cJ 6 8 9 1.0 11 12 DRAWING IS LESS CLEAR THAN r T<IIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ___... ._ DRAWING. OE 6Z 8Z 1Z 9Z SZ tiZ EZ - -ZZ 1?�. -�� Of 91 11 91 51 b 1 E I 21 11 01 9d 9 S b E z 1 �•1� 111111111�Illl�llll�lllll���lll�t��llll�lll�lll�lllillltl�ill�Nl�� .�,�J�Ii�I11;��U�11�ilii�l_I!,���I� -I -'•-__I- I ` ' ,�• ���,luf�l��.l�t�.1�11t1lttf}tlfilufllull.i1111�111111u�1111��1�1U1 U '+ .+.ru*+awWJw+•i�:.w........aw....--,,... tW a`�'.:,:.-. )'., NV! ✓ '.. ...� 'AI)MW11,, C Project : oclj Date : l�/X8s Space: ,CSI f,��j C' 6 page 7 of cp? i,7'4ec L.. 8 . Do not disturb conduit , pipes , drains or fittings when placing concrete. 9 . Immediately remove any concrete splatters oa finir',nd surfaces. Protect uncured concrete from weather and vandalism, including footprints. 1- �' ed -tepolna-. rft�: 33e seat Subcontractor shall furnish and install a block-outer,,.-' Subcontractor shall dispose of excess concrete off-site. ---pe-eener-e•Le sm 1 with et 3-feet The approximate area of the concrete flatwork to be installed, as described above isPill 0— _.....,.. r .. .. .. a .. .. ... .:. x... .. ._ ..w ...._._.-. _._ .. ... .._.. ...-.. .. _ .. '.( ... .: . . :... T ..p•+ ' ., 4'• , 1 AM •=�' �� ^ II IIE III Ill III IIS II'� Ilr rll 1 � 1 1 � 1 III 1 � 1 ISI TT r1r 11"( 1TI { 1 ' I Il1 ! IIT VII1III111II Ili tI1 I111 11111 a 1111 llli � { III � IIr.litIJill Ill ` 111 ll I IIIIIIIiIII01 NOTE : I F THIS MICROFILMED `- 2 '4 �� b 7 I O -- I I 12 ' �iMu�..r ca...M.rfiWrr��rrwwi�t a�wlwaA .•.���i.y ------- DRAWING S DRAWING IS LESS CLEAR THAN �� --� ' THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL : DRAWING. 0E 6Z BZ LZ 9Z SZ tiZ EZ ZZ 1;� OZ 6I 191 11 91 sl IF I C I Z I 11 01 6 9 L 9 S b IF v �tl1I1111�1111�111111111�111lIIIII�IIII�III ItI�lII1�11l1�11. 11 ,. ��11�1111��LU .11llill11u, hild &ALI -11tilltillhojittumAjM51 11111hihiliIII11111 Jul fill141H)IWIU11111 99025 � I ) ii U • •_..-r - .-...._..-� .� `..'ib'RM �„r.......�..-�...-. __"�,., ._".r+•,-.._. 41 ---.T •v ._.:-."�+Y.�....Z.�7,RykhCT•r:::G�Yl�7w . : .«..o.....a... .,,,,fir✓ ..�",,. r ..rw/M�•. ....✓ ter..-. �jyy:.^ .ilarJ37c" ";�.gs, M:.rnrrr.,w,c......,.:, ,... -„ .... ,,.. ...... n Project : PCI Date: c>*?// Space: 14r04f' fj G �/ Page O'of o7 G- DIVISION D - CARPFSITRY SECTION ONE - Doors , Frames & Finish Hardware / Furnish and deliver all material listed on the "Door Schedule. " a Furnish and deliver the following toilet accessories for ?C2 eA - toilet room: cA i.3-2_'740 toilet paper dispenser , a Bradley Model 250 raper towel dispenser , 14%vO�- �..It -r r-. -- ,Q z2e2 _42- A-11-0 V. - A-11(1 P �0 • iEtttire w �. Interior latches : Schlage Series A "Plymouth" y, Exterior latches: Schlage Series D "Plymouth" ,f5'. Stops : Wall mounted when possible, Ives 407-1 /2 , floor mounted when required, Ives 436B Thresholds : Pemko 7. Weather stripping: Pemko F88 adhesive-back vinyl bulb Closer: Corbin 100 with no cover Fini,Nhes: Closer SA ( sprayed aluminum) , latches and stops 62L (dull chrome) "Equal" substitutions for toilet accessories and finish hardware will be accepted. Submittals required for approval. /�/ . . Substitute lever handles for knobs when required by local codes . i s Doors shall be hung with 1 -1 /2 pair of hinges . Finish shall match latches. . + + rw + •+..�_ y� r • 's.vuay.a .�.. �»,- ... _ -,�.�,`_c".���.�''.,. «.' " "" -.- ..,.w,..e,•'",,,�.�� � ..... .t s,-.Gr+ adPV� � t � � ll ►IIlIIIIIIIl111l � Ilt� IIII , � II � IIIIIII � IIIIIIIIIII � I ]ITT11 1 (111pIIIIIIIIrIITIIIIIIlI � IlI IlIIIl1IIIIiIII IIIIIIIl � Ii � lll 111 , 1 ! 1 1llllll 1 ! 11111 1111111 TIII111 111 , 111 11 ! 11 ! 1 11 ) 111 Vw NOTE : IF THIS MICROFILMED .�...�..�._..�.,.,.,2�.�.. `� 4 s,S 6 7 8 9 ! O 11 I r- DRAWING IS LESS CLEAR THAN — THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- - - - -- _... --- ---- --- ---- OE 6Z 8Z LZ 9z 9z bZ EZ ZZ 1?�. 0Z 61 81 L1 91 5I bI E1 21 11 01 6 0 L 9 S b E Z i �wasw I II almAl. �Itlll�lll��l1����1��fttit�l1111111�11111IIU�tUI�I�tJ!!�� ��itallllt�111 LL�W!l�llJ�I�I�llulllll JUN ..A 25 , 190,90 ill* Hyl-- "iwY.IN'.rM�.► ...-�..-.� �._. .. y .r..- „ ,' ..W'�.�.,rr..r.... .wy..-_-........_-, ...w.aY.M.ro...aaN....... _+..-.,... �,,... ,...w..:.-.r..+,. , •-.-.......-. -.,. ., ; �.,, k ....a1fY�_ rr�I. �� I��r"4My1� (.lr. .�..-•-...,...�¢a.wur��" ...�....., ,..., .. ......._«.._.«... .. . +Mrtr/warlw.w.�M,�..rw,r+,»ciu.r., .. . .•.. «. .. ..,, .... .. - �. �."• ��� w f ProjP-,t : pC' Date : c-.V// zl/ g5"� Space: ti Page ,/?of r-4 L 12 . Outswinging exterior doors shall be hung with non-removable pins in hinges. 14. Furnish (a ) "This door to remain open during business hours" signs. /� . Egress doors shall be equipped with nardware acceptable to meet local fire safety requirements. A 11--J= keyr_ • -dams- _ _ _ SECTION TA WO - Miscellaneous / Farnish and deliver /five pounds/.+.—.. mss/ 2A1OBC fire exting;,isher with a wa.11 bracket. f_P ids -- ' , �P_q , •�-rv:li�`t.'—u cni�•�ro T��i:P of L), £� an7'"'— q 1 — i . Provide the following for signs and address identification SECTION THREE - Framing Material l Demising walls -- 2x4 /—MM/ plates , studs , fire--blocking. W14 "1_10' G7N46 Partition walls - 2x4 / A" / plates , suds , fire-blocking. 3 . Toilet room veiling joist - A* / 2x6 . 6 AW Jam' ....• .� a .. ...... . : ._.. a �, - .�. � . ... - . �� � � r ► � � � � � � � � � � � r � � : � � � � � � � � � � � ( � i �1 �� 1 � �� 1�1 ! � i 1 � 1 � � � 1 � 1 � � 1 � � � � � � � � � � � r rel lir � � � � � r � � � � � � � � � � r � � r � � � 1R1 � � r � � r � tri � r � � r � � � � � r � � � � �� il � � i , rir iii ilr r _i � I � I � I I 1 I I I I I I I I I I I I I I I I 1 1 NOTE : IF THIS MICROFILMED (-- - 2 _ 4--- _ _ - _ S 7 � 9 1 ! 12 DRAWJNG IS LESS CLEAR THAN i TH 1S NOT ICE, IT IS DUE TOTHE QUALITY Mr THE ORIGINAL DRAWING. - a��rsw ,a : t OE 6Z 8Z L� 9z ,z tiz Ez zz 1 0Z at 6 + Ll X31 � 1 4P E I 21 11 01 6 9 t 9 � b E Z 1 IL 1 I _-I I �A �I11�1111�111l�i�tl��t�l��«��► ,l,��Ilt���1111Nlf!��51l��111 N 1 �1111�L�t��i�11�19rI!_J111 I NLN 1{J�1��I��III1111i111��1111 11�1�11��1 U�i11��Wlll 11111 JUN 25, 1990 4 ,�...s_'.a:t , �%.: r°S---r'+Q'�.:- „_.. .•. ._. _ — ....�.... _ - -_. ._._ ,r "�'._. , .,. .,�.-,.K,+AY.1�+�'' __..... - ....Y.......... .. w ,sr.,,maw..nv. •,..._. . ., -"n« ,._. '"M°'N"i�'-. ^'�'�w�r 1 f Project : Date: cgll Space : L'LI BFf e-Z, .Q A-1 Page /Oof rZ� . Barking for plumbing fixtures, toilet accessories fire ext inguishee, ' 2x8 minimum. --- Lumber shall be green Douglas/Hemlock r S4S. screw— p anehepe • . Door headers - one flat 2x4 or 2x6 , with cripples above. SECTION FOUR - Hough Carpentry l . Install all lumber listed in SECTION MM--Framing material. . Furnish required fasteners : nails, staples , powder-actuated concrete or masonry fasteners . r? Frame demising wallp to underside of roof sheathing. 7 . Frame toilet room walls 10-feet high. J� . Frame partition walls 1 /8 inch below suspended ceiling height. . . Install. all studs, cripple-3 and joist at 16-inches on centerAl @4E@@ Install required sheetrock backing, temporary and permanent braces , fire blocking , • f�zr�r►�� w.' ';'�` ._` ,T �..E•,� "ms'µ; r1 .c � - a .i:.::.. :r ...r .:.::.. ...... : .....-.,... 4W � � � ► r r r r r r i � i '� i r � r r r r r r r r I I I l � t l t I t I I I I I t I I I I I I I r i � r I I 11 I I I t I I 1 1 1 r I I I I I I i i iI � i s I i 1 I I I i I I i i r i i i i r , � r � � � - � � �..... �'' � �. NOTE : I F THIS MICROFILMED - 2 3 4 5 6 7 8 9 i o 12 DRAWING IS LESS CLEAR THAN - THIS NOTICE , IT IS DUE TO THE QUALITY OF THF. ORIGINAL DRAWING. QE 62 eZ Z 92 SZ tiZ EZ + 2!7 1ZF 0z 61 el LI 91 SI bI EI ZI 11 01 6 9 L 9 S b E Z I ��•� 1 I I.• _-_I l- I � ��IIIIIIIII��IIIIIIIIiIIlii�il��ill�IIIIIIIr�lrrrrllllll1�1�1.11�,1�1;��1����:�.rtII�IIIIIIIIIII!1L1lIIIIIII�i,!�J111�I�II�I1l�Il��tt�h��i!��1�f11��tII�II�IIII�IIil�llti�lUl�U1�111U�U�l� 111�1it�l�lhill1111�11U��:1lU�tJl1�IUi[llll�lltr I 25 �i1�..w.._...r......__...._-............. +rte.-«M.... ...�ryRr UNE ; I 1990 1 '!e i , • 46.0' - 1' "=W""T; .�... ,.�... .. .. ..1A-:e� V'...:,:p,.�'.'T ` �. 1.-. ... 71) Project : Date : Space: L'1-2BF,�'�C - D Pale // of 07 . Reinstall disturbed insulation. 1trtm..._.- W 3 nt5 , SECTION :FIVE - Finish Carpentry / Install all items listed in Sections One - Doors , Frames and Finish Hardware , and Two - Miscellaneous . a Furnish required fasteners , including nails and staples . p es . Use colored fasteners for prefinished material. . Furnish and install caulking under threshold. . Install O Alsets of aluminum trim Vh :e walls intersect with storefront windows. Cut as required. ,y �. I�iNblr�4lv;1i'ni.�'.YfANk,?,Y) .,y'•: cXiAlYA614'.A'l�RN_ hJ.l:vn ht �.rdm xX: L.r..aaa$�t1r iL:,f.X,Hrn�... ,.., ._. h .. .a. .., > r• -+�'6C,L�JMrno�.MiYi�wmti•3u K.rnr..r�e Wa..+wir;.l.�s��tY �fin, Mr� - -w� •"r+4x.,p, — - - ' r •.q�"�.�'`+ ' •'� .,'' �111I1o ►Illllll ! III ' 11 � � 11�-� Ill � i ! l1111 111111 111I1i1 I �1� I � 1 i (1 � 1�•1 II1 � � 11 1 { 1 I ) I 111 111 111 111 III I-) I ISI ISI SII Iii i I I � � I I ►� � � � � � I � � l � T � � 1l � � l �� � � � ► 1 � , ..�.. _ 1 � Ii01 � l � l � til � � � 4. NOTE : IF THIS MICROFILMED _ 6 10 1 12 I i " DRAWING IS LESS CLEAR THAN i THIS NOTICE, IT IS DUE TC. THE QUALITY OF THE ORICINAL �; DRAWING. -' -- _ ---___--_- OE 62 BZ Le 92 S2 tit EZ -Z? 1Z,� r 0? 6t E30 LI 91 SI bl EI ZI L 9 S b E Z I HI�III���III������1s������ll�l��������Il��lll�lilltlrit�lll � ����LU „1111111IIIIU��1�1lIIII�L1��111���tlllitlll11�1+11�11ii�l� h���l�l�u(���IU.�I,11WJ.l�u�lf��ll1� � 1�, ,: 9 0 JUN 25i G,�. wl wJuwl� �,�,�.�II�ulu�li��► . ,IL. �. � %Ask&. --__._. --- ..-r.-.no..n. ., _ _ ,. .. ... ....._..__...__ ""-_- r,,, _r► _ n NPS,"9T'10fA�•'iY ;��, ..,r... t .. �- -.-..-...--,.��,................+....,w.w.•�..,...a..,,..,,..bow«...n,..i•w....w..:.+.+wr.ir...r.�:.r,•.w+u.r'r:Y�:e;n,r�w...rw, ,. Project : Date: Space: r441"/ 4C Lam " D page /moo f c,? ?'•E Z._ DIVISION F - FINISHM 5 /Armstrong "Brigantine" Pattern No. 86380/ and 6-inch high ,fibber base in the toilet room. • Furnish a install _ according to theinish Schedule. . • Provide an allowance $ to furnish and install Commencement ofk constitutes acce ance of substrate. . Furnish install plastic laminate marlite wall coveri 1100, Nk, S'•�;TION TWO -- Acoustic Ceiling / Furnish and install Armstrong "Corte" ceiling tile. Furnish and install a 2 ' x4 ' suspended, inverted "Tee" grid system: Donn (Double-web) DX System, or approved equal. .� Provide seismic bracing per the UBC and local- cedcs . �t Install &-id per published manufacturer ' s instructioris. Unthreaded tie-wire fasteners ( such as staples) shall be installed perpendicular to the wires . • J ,� Aver 1111 � �l11311 � 1 � 111I11 � 11l�� 111 � 111 ' I � III � I � IIIII � I � I (I � I �T� IjIIi � I � IT� IIII � I � � �I � I � I � II11 , � 1 � 1IIll � l � ll � � l � l� I I � I � 1 � 1 , 1 � 1 + l � I I � IIIJill 111111I1111111l1111111 111 111 � � � � � , � 1111111 1111111 .. •� � NOTE : I F THIS M ICttOF I LMED 0 11 12 DRAWING IS LESS CLEAR THAN . THIS NOTICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL f DRAW ING. - - ---- - --- - -- --- -- OE 6Z BZ 17 92 SZ tiZ EZ ?c 4Z 6t e l L I 9 i y I b l E I Z I I I 01 a L 9 5 r E c? l swam .►11 Illlliiilllliil111i�11111���i111111iii i11111111�1111�1111 N 10uhmilIIII01.1!I��(I�, It1ttU� ��;� t119t!�i�f�ll�Illl�illl�llIIILIII�U1111 ' ! ll�. 1111 • y.....,........r<,�,,,,,r----- -�...,_,_,r„�„rwrr,,,.w„r•�_. -_....+rr�.� —.rte•-..._ �.�1�`-s._.:�'.`YR _.. wy _ � �—"i"^Lr". .`"mss - - �..el�"�"'""*"�"' - -- A ""'�'' f+.'r'r"''`�• ..,.,.......y.a.n.. ' ,yam .arc�,a.m¢+e..,e• �r �... .. "•�e7m°Y�. Project : J Date : o2/1 Space• Page •L-of e- culd J J SR-3TION '1F� -- D,ywa _l / Furnish, install, tape and finish gypsum board on the inside of demising walls , t4@ = -~4 _r toilet room walls and ceilings , and on both sides of Partition walls. Gypsum board shall be 11211 thick, � ^� c!L ' .� • One wall itoilet roombehind � plumbing fixtures) shall receive water--resistant gypsum board , . The inside of 001d � emising wall shall receive gypsum board to J /the underside of roof � . Gypsum board higher than /d ' -00 shall/not be finished/be fire-taped only. �p Furnish and install corner metal. at all outside corners . 7 Protect all finished surfaces from acoustic spray and finishi-. compound , es P y rg com P especially aluminum window and door frames. . The following masonry wal,!s shall receive finishedsum board � NE gYP regarding furring• See "Carpentry ' • _ 9 t::Qril4lor7 awls -Prrwecl -1 eeihr ei lei j., sly all be- t- � 5 J � .' •+�,. - +..:'F'�.^^..i.., ..o..h41" ilc a .. - .- -•y/Ma�xeT` fw���;,.,j� � ..i.. T • `� � I � � � I �� tl � lti � l � i � � � l � � � i�-.li � i slt � l � l t � l � � � l i � l ` I � I i �l � ijl 1 �� I1�1 I � t � 1 � 1 I � i � lil t � lil � i I � t ` i � i t � lll� l I � I � I � t I � III � I i � lli � l I � I � I � I I � � � ilt i � t � t � i 11i � t � i i � l � tli ili � i � r i� � � itt ', " :�:..,. -� NOTE : IF THIS MICROFILMED 7 8 j�Q i 2 DRAWING IS LESS CLEAR THAN "�" --'-�•-�- �' THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING• OE 62 82 LZ 9? SZ bZ Ez ZZ 1? n? 61 B I L i 9 t S I b l E I 7, I t 1 01 6 6 L 9 S b E 2 1 �►II t�ttl�tttl ttttl����l��t�l����l����l t�tl�t��l eeiil11111�!II�NN 14 + t� ll� Illll ieilllli�l1J1111111�I��lell l�IIIII e11+11 1 �of "11111111lWllld 11ill llllJ U 1 990 ��u�" �u1J111�W i veil � l�u�luul �lluul , . 251 .�-.y. .....,.,.� vr� �,. "+w+r-�.�w.......,,....� _.. ,-..,.+z...—.__�yir���r--......�+O�i�Jt..::...Y.:�,. ,�,.�:+..� h!•. '"• .r-...- ., .. �s _.... ... ."�"' ^r � Project: /DCII Date: Space: �A8�� �.. qti.,/� Page/y/of /I �r SECTION FOUR — Painting .& y/ T",!5/VA ^/ hand Mat Of ±zucqcrex orr ors--and casing for putty nail holes. Furnish d apply one coat of PVA sealer and one c t of semi-gloss el (SGE) on perimter walls--includi demis- ing walls, in ' e toilt room walls, the toilet ro ceiling, and other walls . Semi-gloss enamel shal Kelly-Moore Lat "Birch White" . Stain shall be Kelly-Moore ld Oak" lacquer stain. Submit samples to for written approval on or befo Furnish and apply- a h vy -oat cf oil base enamel which matches Golden Oak s t n on the inside of hull metal door and frame . / Furnish and app.171/ one coat of block filler and one c t of Zna r_.lear sealer/on exposed interior mason sture inside masonry. Clean interior naso or to sealing. Come work constitutes acceptance of substa a.te. �,,. 'Mlta�'R5:^;vi1'inxr.+. 1r p"!+m..e«.,,.p1�L/76•. .� ,.. .. a - a+ ". .: :. - - - _ 4 ,,r .. .. ;.r�,.r .._''^�►--.. .. .r.�ra"',n�pi,:;a, r:. � _. "` '�rtrs ,, ... IN left kl " .. _ A` r _. � I � � � ► ! ; or � rolooi � � �"irloorr � rr � i1r1r1 � 111i111r111111f11r11 ► 111or1I11111rrirl � lIlioloIoIoIio1i ! 1111111111111 11111 11 o1o1o1i � o1r1oil � 111111 NOTE : IF THIS MICROFILMED 2 3 6 6 9 I o I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. AE 6Z 9? a 9Z SZ bt CZ ZZ 1?- 0?. - fat 91 Ll 91 91 VI C1 21 11 01 6 e L 9 S b E Z 1 ""L'" � �►111r1111rrrl�rorrl�oio�ooiil�►ro�oorolrrrt�rlllI1111�1itllllil�l /1#��1�1.( ,I!�.�11.Lf�lIU�1.1i111UIi�I�JJ�Jy,��1t111�1-�l,SLI+�I�tl���,�l��ftt1m111�lllt�llt11111�111t�1U1�I11L11�11111l1LW�I�"i�11�1U1 � 11.�.�11.W�.1�l�llll�llll�I111 . 25- i U N E ) 1990 V MEN i. j • (t, +r. - .�..-,.a._. �,,,,,�......,., ._,r._�.-r„�...,,,,�,.,,�r+,,,..,�,.� -'� ,.,,,,r,M1i�y.a,,.. .a _•d�. r.. 'Il�ili °' .Z...r +• r :._ .. �... .,,,,a..,�......... .. .. �.i►e...,,�,..� ...,,....w....-..�... _.. Project : tzge0*3 Date: 4;21 <1145,5/ Space: oc o I6,451 G L_ AJ 17 Page /_t�f S Cl)/ 7Te Z' rIVI:SION G - 1NSUTATTON feet i A --_- s —ItZrai ht- . Furnish and install ?-11 rated insua ^.tion ()r unfaced 3-inches thick fiberglass insulation in e tied demising wail to the underside of roof sheathing„ tel}e-t. 3 iIV, Ae . /s-1.sU/471ovl 170 o lec ieC4 6 ,�h y 311k," IS-usz--� oo r-c1 sAdl meet a 1� "<�A ,b le. lam y ��j•�"'J yy- 4 +"i �"` ° .,�'. e{ C `xvw :nV �r �t�it$ tl;: * - - _ - - . � k B moor - .. ^5 �' FeP , ',yy�-.-aev••n,���•_1...*,a',.. ...«.aw-...-., ....�•'M�lMal'�1�� N.. ,. w T 'IR'f4r'._ "':,yam, .. �. _.,a:a •,'1 L^xf a ..s..,w, ,. _... `. ��, +. .,_.,! y. .a._ �. �� A � � I � � tI1 � 1 ' 111 111 ' � i � l � i�_� I � 1 I � II111 , 111I111 11111 ( III )�i� lj1 ' iji � Ijl � llr � lli 1 � 1i1 � � � 111 � 111 111I111I111If� 1 111 � � � IIlll � iji ' 11 ; I111 11t � 11i 111 � � 1i � 11Ii ; 1 � ' 11I111 111111 111I1 � 1 , 111I � � 1 r .,,x r . i 2 3 4 5 6 7 8 9I C► f 1 12 t NOTE : IF THIS MICROFILMED ►.. - - __,..._.� ,�, DRAWING IS LESS CLEAR THAN THIS NOTICE , I1 IS DUE TO �. THE QUALITY OF THE ORIGINAL DRAWING. --.. ,----------- --_ --- - — — -- �. ,� OE 6Z AZ LZ 97 SZ 1P LP ca _YZ? 1? OZ 61 81 L1 91 SI 11P C ?I 11 01 6 9 L 9 9 b E .' , ""i'"» ' ; ►iiliirrli�irl�iiiliiiil���,1����1;���I���►�rirlllll�In��t11���11l, , II1IIIi�11U�i)1�1111I1i!�I111i11flll � �1�111111i�f11U1111�tul�lU111111�11�11 j ''•;lillll�llull�llllUll�1�1 - T UN 1990 ej a25 4 91 ,.� .. _,:........ ,�,._:�, ,W„s`.v.. .,+�.�iMui......,w.rnu...�:..�+...»..w�.n...�.. .,. ... ._...... •..b ,.._ • .,...,,..ar.wwr.rery�•r.+rrw,.6a..,o,�w.':...err-,.w.:.ru.ru..,,,.,,, 1 Project: /VefAj Date: Space: �ABoqi CL. 44 A/Z) Page/(�o of o? DIVISION H — MISCELIAMUS SECTION TWO - Glazing 9B@949 Let Pftrtitjomi 9BOTIGr MV SIrg,+ ry 1 actul � 1 � RIT(1T�T TETT !'aitewo rk- SECTION TEN - Sawcutti.ng, Breaking and Coring. No miscellaneous work is required. D 4P( �.1�5' T-.9 Gam. 15 L-,c A1,oe- 1 i �t/i�/ G sT-oj �X',,93<n Al-7- .�'�"� .o4, 9 ti� . n. + + ,. .'..I' �:a4d5.,..� �+n, _Qd�»NLMlirii,n'-. :,., - .z..F.,b8151Ua1. 'P.. ;... �.lttT`y".•gF"YMY.'E7;N';h nxxr+ . .r.... .,,,,..,x �lS.h�. Jam+ .._. ,.. _ :.,::��•r::- _ - _ - - - � '`°. Tri •r ,�-,•r. .. - :�q,?.t'►'�i1�SF,.tn.- ,, 1 1 1 ►II 1 ! � III � � � � I � '� � � � � � III II1 1 ! I III I � I III 1I1 I I III lIl III I I tll III III 1 1 1 � ! i o tl1 1 1 III I i 1I1 O 1 III i i iI Jill i � i1i i 1 i i 1 I i s i 1 i i i s r r i i ► I �, " t il � r 1 1 1 1 I _ r I I I I I i 1 lil II I ( ! 1 I I � I III ! � I IIS I � I I � t S . ..-. _... _. I 2 3 4 5 6 7 8 9 10 I I 12 NOTE : I F THIS MICROFILMED ._ .i�a�.�..�.�.....r....ire„, DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---- --- - -- - - - ---------- -- - - --- -------- - - OE 62 8Z LZ AZ S2 fp2 EZ ZZ 17- 02 61 91 L1 91 5I b1 EI ZI 11 01 6 9 L 9 S b E Z 1 "14'” �r11 1111�i11���iiiliiiili�itl�toiliiii�i�i��II�IIIt�ilt1�1111 IIi�l111�u1t1lUt0ltllll!!I,��II ` ,Il1IfU 111141 11161d Willi 1111 `�W�lLL 11�1111AW111! ll�llllUW11111JUN 425 . i t T ) 1990 W _ ..... .... ..mow. + ..yr.—.—.-.�.. '.. ..- �{- ..,Y.yp Y'a.. 'NYI.�/��A11M M4t�1aW.YiMl.+-14n........:.:..rw.-.w.+.rww. .,. +1►-�. .. �� .... �_.,s��� Project: QC''-J Date: Space: /-_-:AC/B.J / G 4 A/ Page/aof DIVISION I - HVAC / Procure and pay for all permits , licenses and fees required to perform the work specified herein. Regarding connection fees , See "General Requirements" . power o� Furnish and install she following HVAC unit7-47 For root'-mounted equipnent: • furnish and install required curb out required openings, s and curb flashing, �G) patch roofing ,�eGv�„�� �oUNT regarding roof patching: SeeFoo i � - f��7.SN•i'1/G . mije -- -3 . Furnish and install ducts d required") , diffusers dampers (fire dampers, if. vents and enclosures. plenums ' returns , grilles , drainsaw , r ' �. `-- add ' - e`r 1 fm ins Furnish and c itional diffusers and ducts for individual rooms: tall A/� ��- ' • Furnish and install duck and vents for to Regarding fans , see "Electrical. ” room farms . lv F u-nish and install an automatic thermos-tat wiring. The thermostat/shall be and low-voltage a � �� Honeywell -hep T"$7 �4un► o�0 C Furnish and install gas piping for HVAC unit,, ikw-a _CAiieater -- Yen �_..z mid �. Q . _A AJL A Af-5 gU• � ,an �,aasaa u �s�+a�a rmssr�au: ` _ ......�. 1K ,� � � � ► t t t � t � � � � '� t i t t 1 1 1 1 1 1 t 1 1 1 1 7 t t 1- I t I I 1 _..�. 1 I I I I i i 1 , ``� , IIR 111 I � � I .� I III III I f 1 1 ( h 1 I I 1 I It11i � 11i � 11f� 1111111111tt11ttttit � iiiiii � Tiltiiiiiiriit � i '" ,,,�'' I � I , � � I I 1 I I I � � I I I I I II 111 Ilf III 111 III 111 III 1St , NOTE : I F THIS M ICROF I LME D - _,_ I 2,....�..., 3 5 6 7 8 9 h0 II 12 DRAWING IS LESS CLEAR THAN 1_ THIS NOTICE , IT TS DUE TO THE QUALITY OF THE GRIGINAL - DRAW ING. -- -- -- - - --- - - - — --_ OE 6Z 9Z LZ Z SZ bZ EZ ZZ 1?e OU 61 91 Ll 91 91 b i E I 21 11 01 6 9 L 9 S b E Z 1 SNI 1111IIIIIIIIII�I�III��i�I�N�I�I1C1111�111lI11)1�111116111 II � 1�IIIII�llU�1fJlIIiIIIi_U'141 11f�11�l.Ill 1.1tl�b t��f+tttl�llll�llLUlill�ltll�llll�llll,l.11l1�1111 f11111111111 1�llUllII1�IW�1W�1111 Y J N 9 5 � U a 1 r x err ..•..•�: .r��r�Mrq�+,_ - +cr.�ls — rrr...� y►:c- JCwlyT�r. .�.l;tY� nn '^n°u �,R� _, au1».._ . .. i +.y::.�..� ^+.� .�'1�!°"M�. . + - r♦ 4 S Projecti /°C D-3te : 40//V/9S Space: .4CB,o� C_ .9 A/ ,) Page/45of etrations, curbs , flashing+ and patching; falismange hoo condensate lines ; refrigerant lines ; or tenanquipment cconnect to the •ollo equipment: Install the following to quipment : . Furni,h an nstall gas regulators, if requi d. • PurnisK� and install a lockable , transparent enc re fog- th ostat. Start-up, balance and adjust the system; and furnish written operating instructions. . Visit the project , a&i a tr:e project drawings and specifications , and the proper sivnes , tykes and locations of omisiaimrr proposed HVAC equipment, ducts and diffusers to maintain a comfortable range of interior temperatures and ventilation according to published industry standard:.. 9 . Conceal riizcts/ate- between the roof and ceiling. Install gas piping on the roof provide for a new gas meter connection; schedule connection by the utility company; request and obtain required inspections . .,:_^�"ta�,twaw,`r f�(r .: �'Mw�, ..r. ':.."w•A+.°"_ •A► - , ._�, r .,. .fimM. .. r. .. n ,... ^ f.Yf( ...»n . 3"!^� +1 nyom�,, , w• %�� _ ^ � � ` � ( I � I I I � I I I ..� I i � � � I � I ! � I � i I � 1 � � � � r I � � � f � ! � � � 1 � � I � I � � � I � � � ! � � � � � � � ( � � � 1 � 1 � � � 1 I � � I I � 11 11111 I1� 1 � 111 ., ' � • NOTE : IF THIS MICROFILMED 3 - '4— 5 6 7 8 9I© 12 DRAWING IS LESS CLEAR THANTHIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. _ OE 62 82 LZ 9Z SZ *Z E2 ZZ _, - _Qa l�11r ..- . E?I L I 8 I y I b I E 1 L I i I 01 ! 1IIIIInubilI!ifIIIli I , �rll llll�llll lolllllll 11111t111111111111�111�1 � 1f1 1 l J�� I� _1 11114 ,toluWw41fl �tftllllNllu�illllll6lllW,lu i�Ujh�11� WII! �����'t����� Ull1 �����������1'1,11II MIH JUN 1990 ypw -+ .�_ a rr. �a»• r+.ar ... .i .�.... ._....... 14 25, ' _ 4 f ' ;,• .. ...� -• .,__. �_._�.-- �_ - ! �.6L;lE'z.yam .-� y»,.. Mir �'!�`��� ... ,�_.�- ^:.._AS _ ,.."_,: IKr- '..,.., .. - ,ar[:»..�..,��A -..a......, ..r« :..•�.•... s..ivr+.. - --- �� .a ..• -^w;.+ru,W i.tit r�� _ Project: Date : a/ Space: oCA L. A A/70Page/9 of o�Ci /d . Duct insulation is required . 4 _ v ' rfi n Add &�J 4V 4, Al 4c:5 (f. e 17- e IC H1 1'.�n ro� " ;�. �►.+...,_sc�- - — -' .�... .:,, .'' .._ - - _ �. - r '+ .^�'n.. -• -' � ��� ��`.• ..w.....«.,. ._ ..w..:.x.,.. ...wwA41A�. i�''�'WI� _ -y�R�.1: �It'i16�r.: . -.,• � ` .n .• _d� � ..: ri.!'"ww^"" -..s,`� .' i a� :..-. �,, � � ' ... � : � �, � II ' 11 �� 11l � III � III ' 111111�� I1i I � I � I � I � I � tlt � t � I � t � � frll �ll��jrlr(�Ill�l � l � t �l � , �l � ll � jllt � lll � + � t � tll � Ilt � lll11 ( � I � I � t � I � i � I � �� t � lll � lllll � � lt � Il � � l � � � l � � ll � tTll � � lllt � l � l � � � � lllr � � ' �il ' � I ) NOTE : IF THJS MICROFILMED ...., _... - 2 3 4 5 6 ? B 10 11 12. DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �. THE QUALITY OF THE ORIGINAL. DRAWING. ...,..- _ _ _ ____- __.--._ _.�___ �_� _ __..�_.�_ _ — --- • 0E 62 AZ 1Z 9Z SZ be EZ ZZ 1;, 0Z 61 91 LI 91 S I b I E I 21 11 41 6 A L 9 S b E Z 1 rtlllllll�IIII�IIII�IIII�IIII�IHI�1111�111 111�111��Illil�lll ILH�,_AAULHIIl�IIIL�U�L�il1lIII1�w1,111 � la�MiAt6n6ivA"11lIf11llUhI1illl`llll�IlUhaW ! u� 1IU� l111 ' ; J U N 1 9 0 .,...� .....; I,,,._. -., - �r�w •.+.�-..--.-.... _- �-- _..._ r.....,,,,�y�yMY•,�•..,..•...._.. ORaU!!r ...._.w �"dw�.u.,:+�SY.' .mi .. .._. .. - ,rl:... ,: _ _ "' MM/M't'+wMb+ .9 'a `WA`+ii' '�. _ _ �+.. . ............. ..................... .............. f' Pro j ect : Date• Space: 1,—qA C '_ IV ZD P ems?/ of f844CjjF; "r, 4-=6j Ag L 1919 XiFistal* .► , ; or'— -'ta,,E ---9 a 1 tile . Furnish and install gallon water heater Electric) r IBo (1941& 7- Drain the water heater to -the outside. ' Regarding venting gas water heaters, See "HVAC" . /O - Hidden DVW lines shall be schedile 40 ABS exposed lines shall be chrome.-platee brass intoilet room Water liiies shall be Type L copper, Roof flashing shall be 4-pounds lead; extend from edge of penetration 10" horizontally ana 12" vertically. Fe _-- U-11 . afi r� .�� ��flf►ii^i r,.� G. , v. Q RP viaiili,7 'd' p•'!afihrr�'r 4:.�j/„SY'„'".' _ _' h=�-+�� . ^�"r� _�� °�'�w' .L_ :- �.Nr - te �^ s ...._ _. _ ,. �roa,,..k»,ra.:. ,. ... t"..:�Rc.-. ntF^-, a..�-1t--:.fir_� ,b " _ .., ... . _ •.• ate„► _ _„S. " � lilr0 �� t � rlt � t r � rlrir � r �ill � r r + l � l � l � l � lll � l I � IIICI 1 � I-rilIT1 � till �1111111 � 11l 111111c � ll1t1IrI ill � 1� 1 � ISII- NOTE : I F THIS MICROFILMED I - 2 3 4 5 6 7 8 C� ���J 12 DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO I THE QUALITY OF THE ORIGINAL --- DRAWING. - - _. _ -- ---------------- 1. OE 62 8? lZ 9Z SZ VZ EZ ZZ 1? OZ 6 t 8 i L I 81 S I b l E I Z I 11 01 ® 1 9 S b E Z ��ttlltttirirtlrr�r�rrrrlrrrrlrrrrlrrrrlirra�rtl�ll lhl�I�'111�� , ' , ,111 .�1111�k�a i�llllll��l!�,� Ii �1�1111.,11�1t� �l.l Id tf1{Illt�ullillll�llllll�tl�lUt�.11�l�llhi 111111111MI � i'�U1��l1WWt�t! U�IU1111U��1I, JUN 2 51,' 1 � 1990 �. . _ .. .-_,�,—. .,y�„»... .YW-.u_.�,;.. ,feu.• Project: � Date: X11 Space: C���/�G. Page:�rof o7(o DIVISION L -- ELECTRICAL Procure and pay for all permits , licenses and fees required to perform the work specified below. Regarding power connection fees , see "General Requirements. " a Furnish and install all service gear , wiring, conduit , light fixtures and lamps , switches , ballasts , outlets and other e. ectrical materials reqs-aired for a complete. job. 3 . All materials and work shall comply with the latest edition of the National Electrical Code , and with applicable local codes. If conflicts occur between these specifications and codes , the more stringent interpretation shall appy. . The service panel shall be .located ,�J� ,,.5�,/O lc�A.1 , The service shall be o?Ct:�) amps , 10?01 e?O$ volts , phase. lti��.�lrr+�a leelr 4e i aQ 7 Provide for and connect one building-mounted sig ,Q 7- Furnish Furnish and install 2 ' x4 ' recessed fluorescent light fixtures--except in the toilet room _ which provide 700" foot candles a?3 feet above the floor. /a0 ...,: i.. .. ., 5S1,L�4l�/' »dNi.-ia,'�:.i _ ... +.._ Li' .......— 1. R. 4•r ... ." .. .. -.-./,.' � ., ..4 -W'in". '.,•.�, R I il � til lel ! � ! Ilr Ili IlI I � 1 � 1 � 1 I � � 1e 1 � 1 lil 1 �1 ijI Irl ip � I1I111 ii 1-1I 1 � 1 ISI Int III 1-11111 1II II1lei 1I1 111 1111111 III111 1 # ! I # I 111 III I � ti f � I � ! � III I � I � I ) ISI I � I I � 111 f � I � I11111PIIIIiIIIII 2 3 4 5 6 7 8 9 10 II 12 NOTE : I F THIS MICROFILMED -- �, -�— •-- ---�-- —�.�,�ss®��...�.� - _ ----- DRAWING IS LESS CLEAR THAN 7 THIS NOT ICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 4 Cie 62 92 LZ 9Z SZ *FZ EZ ZZ 1?, OZ +6t 91 LI 91 SI t*I EI c, i II 01 6 9 L 9 S b E Z I3111'" ` �►11111111!!I�l111�1lII�IIIII11lI�IIIII1111�1lIIIII11�tttiI111N1t: AAAAAUA fill_ 11�.1U1�U�l�LLltlitillll�t111��Vl�l�ll�illl�t�#�.ll��':n�t�lttl�tltl��li�llll�tW�llllU,llll�lll�i�!!<L�L# .1.11111 illll�l�9lllll�llll i U 1990 25 . ,".._... y».. ,..»- •— -... --._. _.,_.lR..,__dk.r7r �._sr .. .. .r,l�w.......,R.+.•.._,....R......._..._._. ....,.,, .,,....r-.,• r....'1�..+.... ,� �,y .. ....._.... �• ,e;i.�l�j� .., r. w.,, .. ... t .M .n.,.`w............:�-. . , .,- .,.,....,. .,.,._.. ....._a u,� ...- *�e'n�_ y,��_..,. J Project : I � Date : o��/��8..� Space: e, ti Page4Oof 9 . Fixtures shall be switched at the breaker panel—except for one night-light , which will be switched by-47he • • i a`L�tr 1 _ ) y f , • /Q• ?'� toilet room shall be egiupped with a heat-light- fan unit each function switched se-)arately*). • Furnish and install convenience receptacles as shown oa drawing: ( a) One CTFI outlet in �E.qe_,nl toilet room, (b) ..S�iy'o:.cJ�t f duplex outlets . eft- peri-metel--��1a l -- • d Unless shown otherwise, each outlet shall be suitable for a. 11 OV, 15 amp load. / FuTni.sh and install dedicated , amp circuits for e_IA2541, E64VAebut l e t; . G o C q -r-/ o�./S ,�',N p caJ A,/ v Al G O 6i9 r-10AJ5 -AJ 1 o 09 7-0 �n/Sr'� LG Ar"/��✓ =r wea-thorz*4pee rn�t.1 P.L= Furnish and install _ i � telephone outlets r VF,c� F y L o C,4 7-i o N S - ....- �•r!q!Ml�!'�W631A!tR�'Sh11+1!Ir�a,�.-� >-. ..: ,. :__; - .. . .. ,�• , .....,,, .�;:..�R7 '>.�e+:wMl�a�r..,��'' .,,, - ,"•ice" •,..-.�_. ,� i ��` i illi � lllllil � l � l I � III � I � III ' � I � 1I ( I ISI ISI ISI I l l l l l l l l l l I NOTE : IF THIS MICROFILMED I 2 3 5 7 h0 I 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE, " ' IS DUF TO THE QUALITY OF THE ORIGINAL DRAWING. - OE 6Z 6Z LZ gZ SZ bZ EZ ZZ 1 yr OZ 61 ~ 81 L ! 91 GI *1 El 21 11 01 -6 6 ^ L 9 5 b E Z I �" f� �f1t�111111111�I11111111�IiIII1111�11111111�IIIIINIItI�t�111 N N �- l II1�1lIIIUUi�i11I1II1�II+1I11I IIIItl1.111t , �J►�I�llll�fil ttft�t#t1�1H1111ulIli Il1111ullul�il.a�u �; M1 .l�Ull�ll�ll�l�ll1l�II11 r,,..,,,,:! ril`. .-s-r► 'r"--+y.�•....., _ ., d 1 i 1 Project: 10C-i Date : Space : gf-AB,45 i GL. A A/-/D PagEi,,;�, of (� ..-Tv/ TE I-- The only conduit required shall be tnidei ±;!�L linea- between ___abetween the building main service and the space panel. • ectr tr- • -am ingl6aal Furnish and install all "exit", signs acid emergency lighting required by applicably codes , and (� Wi re for , and onnect to HVAC equipment : _ -;/ G •x? �•�I S 7 Al . furnish • and irusta-Ir required disconnects , controllers , nearby receptacles /' �� • HVAC low-voltage wiring and thermostats: See "HVAC" . Wire for and connect to water heater . Few- ise& aa4d typo,,:. .sets--, ' Schedu_le permanent poorer connection by the electrical utility. Furnish, install and remove temporary a(?rvice and tempoL--;L7 lighting: eA95 t spoils , t 95 4:� 4)/ 6 4=�5 I- Lx 451^10"/C. o6�1 d 7-46 C� [111 T � oma/. F I w•,. .::,r. M 7t• e r/ • �±Swh._.c w�......._,. r.-,:rrarR.9'l�k7m�'tl,. .... _..-".,w ... ... ... _ r '....;; , `. "�.. • - � ,. . .. ....w..-, 1 ....-»..ww-.... .,.: --,wry' P, •. - ' I�.• .M.. 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' Project : �C—'' Date: o-;2// Space: Foo446tq / ef 6 A ti P f oV o�p 4e5 Z� DIVISION M tJANITORIAL • Perform a final cleaning,, prior to occupancy, including the followi-ng. . Wash both sides of windows- and door lites . • Mop vinyl, VAT , Life ar i concrete floor areas. Wipe rubber base clean. Vacuum carpet. . Vacuum and wipe window and door frames and sills clean. • Scrub plumbing fixture , toilet room accessories and mirrors. . Wipe both sides of doors. •-- e �`. . . � �.aca6"_ .t.�u2luL�t�1 .. `'u.fJ..L•c.r+<L.4AsG�L1+ wr�uii�ii:lAsLal.....y_.,F.:1, it y ..:ri i.. it+ . . k�-. +lith- .qG.� _ • s A. : ne.,:....aavmevr '5..� :, .' - - ^.,N+. _... i :, .,,._ .,.... ......-..,. .... - ".`�!a411 W' t 3i t � wi r• . ,. il .. � .. .+.•.�._ —, °..�'.`'".�Gl�..ka'v'ii...o.. • .1,1cwww� _ ..,. .rr ..� ,_- ^wM Yi # p.!'l - - .,.. 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" Oz, 62 82 cz _. 92 sz fpz cz ._ zZ Iz az 61 _ ilk EI 9t SI bl EI zl II 01 -fi 8 c 9 S a f z INook '• A Y �rtIIII1IIIIII�Iililill��iiiil��lr'�I�I�IIII�IIIIIIIIIIIIIt{IIIIIII�l�11iIlIN1�iIllllttl�).tt�lllll�IIIII�.(U�f)111111�J�1IUI�NIlIl�),u�lUll�lu�� )iitltl�lilllllil�lIU1111L�IIIIIIU.I�IIl1 I 91990 � �1-llJll��Ilu��u�Illttl�tlt�lttl tt tllt�ltwl»ulu�luuliu�u�l�l�ll�fluu�l�l�s �+r.�a c ��o�S�eo•4 D S 70S *57 v 1A 10 PO .100 14 \ O i \ or oA �a¢il �h - .-..r+ _ f -_ - yam, ' - - __- ✓ / � \1 .. \,"r++ ^.� _'�."'.�"�• ..Mss,,.. i .. - � � .. ... � . .� S \ . 1 `�, !� I ' I ' � `Itl ' I ! I ' � ' I ' I ' I ' i ' i ' I ' I ' � ' � ' � ! � ' � t � tlt � tll � lli �l � 1111 �� 1� � �111>> � l � t ( l � l �t � �fllll ' Illtl � tltitl � � � illllllillill ! tliitt ! llilllt � ,= hilt ili � ili tli ili ili ili ilt Ali ili � Ir il � iia - .w. ,. NOTE : I F THIS MICROFILMED - — ? I 2 _ 3 � 5 �S 7 b 9 10 l l 12 , DRAWING IS LESS CLEAR THAN l THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL _ DRAWING. OE 62 92 LZ 9Z SZ bZ EZ ZZ 12 OZ 61 91 LI 91 SI bt EI a 1 I Ok F 9 L 9 S b E ►►tllttttltttllttttltt�tl���oi����l��ttlttl�t�ttlllli�3iiii1111It1 1111thfujil".110141AM6 .i'j!III111111111111111lilllj111111111111tilliltJ� i ilAY �u11 111111�U1�...11lllWtl�lw!!.,.,u,��,1111�.11uliUil�111111I1 990 Don Bewley . 503) 6264W86 Now A M4ECHANICAL SYSTEMS COMMERCIAL AIR CONDITIONING s VENTILATION REFRIGERATION • ENGINEERING s.RV,' E 0. Box 1661 Beaverton, Oregon 97075 I Ido• .. I- - - - - - - o C4497 / c,Teus* Q F r='.P x,.11 PM ENT D STA! l... No �c.�c.s� � d >: I 0 i NN I � ' U O -- j ..crwr..... ._.._._ _,_.... _._. ,�,....-...�,a...- ....�......, ...... ...» ...._. .. ....,r...-.•............. . ._ �......... .o....�v«.•......�•w.r•��.�vr..��- �,`.+�r�..�w+.r►Nw+rwwr.+w.+w........�....r.rt,�w..w.....Vt ,.w«...,w-. ... r ...._ i' .........�.. 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NOTE : IF THIS MICROFILMED _? 3 S G 7 8 9 I Q I I 12 DRAWING IS LESS CLEAR THAN ---- THIS NOTICE , IT IS DU: TO ----�� I, THE ",_rUALITY OF THE ORIGINAL DRAW 1 NG. _ 0� 6Z 8Z 1Z 9Z 9Z bZ EZ ZZ IZ OZ 51 91 Li 91 si b1 El ZI II 01 6 9 L - 9M A Y 990 i�I1I1111IIIIIIIIII�IIIIIIIIIIIIIIIIIIIII+IIIIIIIIIIIIIIIIIIIIIIIIIIIII°IIIIIIIIiIIlIiIIIItIiIIIIIlII111Il1ilIIIIiI1111I11�IIIIIIIIIIIIIIIEIiiIIIiIIlIl1!III„l:IIIIIlIIlI1111IIlIlIIIWIf1111111UI11Il111I111�,��III�llW.��Illlll1.1�11111ll! llaill� ''IIIII�IIU II' I �I 111 �1l111�!l�-111111If1 III�IWIIiiI I 40 4111AW Ty' K1lTUNT AND QUALITY OF TUN WORK 1 The tntent of the Lzawings and Job Notebook in to show the general quality standards �^ �• enpeoted And the method of accomplishing the work, even though each individual instance of J��"y,j� • I detail may not be apocifieally shown. The esssnee of this Contract is completeness of the �Ijj] J a�pg f� �; Zl(�, �iU�,21�y� 1 SPFFI r work. Zech-sYbContraotor sbs31 /urniuh all ■ateriale, porta, labor, .equipment, services sad suptrintendinae to perfos. all Work to be done in thr beat standards and practices of p� Is F• the ptrtieulhr craft or trade involved, #4- When \ When not •otherwise shown or specified, all materials shall be installed In accorda^:e with ` K wsas[Aaturor'c apspifieations and zar.c..eaiitions. - - --- --- -" Q nn dI AO a�D✓�s l_I 1 ! �7 - tic- � Ii,Rytj11 of WORK V' 1,4� k G f e� I p �� r•- -a - '�YPPs'Q \% I / $No #Vb*bstTat>ler 0&1. verify all dimensions, clearances, suyports or code requirements � - 1 ( V r y I Mlsal pe,ratl.p is his area if Werk. Notify Archit*et of any discrepancies before bugsnniny � y Pam. cv O VV ~ 01 +- 1 !o worlt of a naCtire shall b. overed or enclosed until emu � y C properly inspected, tested. and � l�I ♦- -- _ -_ /` r 1 4prizved as tatuiPod by, buildift of[ict"ls, Architect and 6nginesrs. -�� t r i / �I - - ►11 work sty to be pgrforaed per governing building codes. INS ------- 4 � '� >Lv.. '� Ar 1` �==T� '- ._ py lLOO>)MdNG: As..�c't Vinyl Cuapaaitlon tiles Cortina t�-]/6R, Clay whoa, 12' x 12`> 1/9" - - - 4 Q > � 1 ! l . _.._ �__ __ ,_-_ _._- _ _-. v thieNsers• Install on .a adequatell dry fl(-ar to inaute adhesion. Clean, was and polish ('� I uprn completion. I &Iliag, krl 7 p Set 1 y eo a base$ 4 , o. S6{- , at stl walls. O ear � v A 1 v �. - � I WALLSt ,bne coat tinted rime under coater followed b one coat Miller crane, Soni-Gloss 2 ! tnamst. II e I 4 �. ---} - _ -- - _ _ ' . all walls ant tris anleee otherwfse noted to ba No. 1196 N. South #all pf illia !retell arq* to have Rhrea colors As •Novo on 'Wall Graphics" Drawing. Miller 169410, 919110, !1111N., line between colors to bi leavl and sharp. O II I U CADIVITSt itdrage too* cabinet to be paint grade rotary cut red birch •,*near. Spray ) O e �-- � I paint v1lti J<1kr tlnasel Mills-. No. Z{96 W. .vex appropriate primer. Provide brenae vire i s..��. pulls on s11 drawers and doers and padlock baspa on each locker door. r , p p 1 1 1 M I I M I I �� S' rt'i 1 �1Z T- «-`— I Counter top sat eplesh to beve exteriac A. yrods plywood with formic* No. 929, ;ystor Gray, s ( I ---- p'v ITL{, _. _r. 1 swede finish �satic lavinate. I ak- 1 O � � -� � �+ I ' `_1 _- � - � -• � reettPONt t^St�pRndad ' it 41 beard atilt• system and aco�,etical tiler except at storage and �EC� P-aJ�l�-6SGE +T gypsumI amt C)L_ ' 11114 . LIGMTTNd, Standard 7' x {' recoosed flour*scent light fixtures that will supp,y 70 foot I y� I I n d k candles of lllutsixatlo at ea height. t� _ -- Store room to have ane d' llouree;ent fixture. 'ip 1 a FP '�)l 1. •+f ifs 7' ^ 6. 4 Restroom tc :,ave well count light fixt'urs with switch. _ rot..•! RO(lMt Provide th+ followings I � ; O , �� I - Wall hung Yawata" W$th 2'-0" x 3'-0" mirror 1 - Nater closet - i - 5 gallon Grater heater a2 - sMitaust fah 11-�L-- ' -- _ _ ._ 1 1 - hall receptacle +1 --4 , __� _ ., "' t 1 Toilet paper holder _ I �;'[-- nes• 1 - Vapor towel dispenser (� /'1 4 _ �/ ��•.Xs,1.JJ� ,�OGr►TiQ4°J I -� i 1 Q CL Spi!'TT;� Provide gypsum board soffits with natural oak fitrish horizontal "slot well" peg ti • ---- _ boarG on vertical face. (s1n9 14erehandising 1-60J-634-5161 Seattle). CL bdoadI rntorief door* shall by wood hollow core in wood framer in sizes shown on drawings I� ' r �- �_ wnA with larohset. �- Ln 1 taterior ),mark door to be hollow metal door and frame with a single heavy duty lockest I / openable %rots i olda Only. I O 5 Paint doors end frame with Alkyd anaMe1 Miller No. 2496W over appropriate primer. s� ' I Stostfront deocs to be a W Q , ,.o oY Aao./E no pNlr o[ double acti�q I07U aluminum drone in stanlard storefront /��-' �''Qr �.I /�. � Q J 11 � � JV'1 1 sLEC♦RICAUt Provide 120y duplex wall outlets as shown on drawings and one 100 amp service �A/ � `E'.� '+' I I,' E�!a i• O � r� �if's e5a, v- ,t�!11.gsol,1.1' © Q LW - 1 I Provlds one dupl'ax tloor outlet and one floor telephone cutlet. with individual conduits at II 1 locatieq shown on plan. I V T� �� $(i I"'I x 46L,X !TEL r4 0 1. 0 t �1 � 1 ' HEATIWO a CON611100ING: Got heating and electric air conditioning system-, ducted fnr open 1 V {� �N(J L.r^PS %�v Ir X IZ QX 3 �E2 N tiI�ON T �- G .QY 2il IGr –G'e'l: space b..-:; �• p�eovided by Landlord. GI^N #fRHlTSt The 16,,a,Ad.crd shall rrocure and pay for building permits and relater', °,.es. � � -- -- - -- -- - --- - --- - Except when a>diitiena. fees are required by special Tenant requirements. 4s� :'-10LW`r� (I''L CL 10 the &adient. shell otovlda and install all store display fixtures and check out stand. Floor Pian 2�bo SF - i CeilingPian F%nisi� Schedule F�'ixture Pian �= � �r+l'►4uk"�P1J E STA LLF� Pr's •'( vJLLS i ZO LF e L +� r O 06--- -- I M!U.FIi esu �qG � t•-_._.._ ---- d � � c0 � -L --- APPROVED FOR CONSTRUCTION CITY OF TIGARD 4W ----_--i - - Iai1 �I - ( n1sr�t�y F!k��RI;S gY ' +aI�T S►�+IoW I� A4S}+1 ©, - -- I !/ r S D,C�_ SIIEADDRE� _ _ PERI:�,I h0�1 DATE-11/36 BY ---TITLE ' Wali Graphics A B C JGt3 Na. Date , } it�t ?2 ti 904 -T i - GIs+L,104 � C 'T rbD # SF„F - •�- ISSN G • -- ___ ,rte--- - - - r - - ---- 3"�„c 1 '41 ��-4'.,pN Sheet No. It- — - - - _ 2,c 2 t,cc x o2 off itSection KeyailatQra�e rm. �ab�nets S �'..�'v E; �/4°s I I-C'1 '�C•f' �_•� ;/4"tr I'-o .I of I : !111 11►IIIIIt)tI1111111IIIlItItllllllllltll'III�IIIIIIIl111Illlllllllll`III Jill`IIIIIIIIIIIIIIIIIIil111�IIlIIIIIIII,IIl1111I1 I)IIIRIilI111111111111111I1111111'IIIIIIIIIIIIIIIIIIIIII1111111111 N01E ; 11 THIS MICROFILMED I 2 3 I 41 - - - ---- 6 7 8 Ig (� 1 I I 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING OE 62 82 tC 92 S2 be £2 22 12 OZ 61 BI 11 gl 51 V I-1 21 —11 01 -6 '9-- I--..1I ••. I9 'I S b £ Z 1 111IIIIIIUIIIIIIIIIU;�Inlllul�ulll.�II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIl111I1111�1lIIIUIIIIlIIIIIIIIIIIIIII!Illlll�lli;IIIIIIII'IIIIIIIIIIIIIIiI�'IIIIIIIIIIIIIIIIIIIIIIIIIIILI!!IIIIIIII IIIIIIIII�llllllllJ�lllI1111L1111lli1llI111111I1ll1111I1111�IlIllUll�llll�l.11llllllllllll111IlIUIIIn MAY 1!) 1 � � r r� 040 F j I #VAC I c ,y - I Dee Dt � Vogtrit, 1 Q 3X 3Aw 0 0'&$ ' DoOP ,y0 0 1 boast i ILLLU tiew se ----- -� --- I T 0� +1 ,\� --�E-- 'f" TyP. o HvA i I Np 7yP Z �6�N •_ (�- c d 71 - � m t C/ ;() Co u .J D z �a m INN op C . oG 1� :1 c o�r�u7 V 70 5 „5wl':A:" c lFlc vv y -77GARz> Qin I �' S40 q I 14"w � r r ► 1 t I I r t t t t r 1 r I 1 1 1 I I I I r 1 1 1 1 1 I � � 1 1 1 1 1 t I I t T f 1 1 IJill NOTE : IF THIS M ICROF I MED � ..�„�..,. .� - 4 ---- 5 6 - --7 $ 9 i J 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE , IT IS DUE TO 1 THE QUALITY OF THE ORIGINAL DRAWING. l 0c 62 82 LZ 9? SZ tiZ EZ ZZ 12 0Z 61 81 LI 91 SI t EI Z1 II 01 1 9 S b E Z 1 MAY �rI1�1111�rlrr�rrrrlrlrr�rtrrirrrr�rrrr�rrl�tllt�Illlll`II�NII�III�IIIIIIIIJtIIIII�111��iIN�IIIlI1111I11t1�.lt�tI1111�II�Iiltl�lll-litlt�Ii(IIIc.Ifl�lt�.1.tI�IIIIlI�111�IIII�liiiiil!LIIIIIIIIII�IIIIIIt I III r tt) �� � w�l.�:��wliu�w�lli��lluiltu�lut��ti#��E�ul�tt�llt�tl�,��lll� I � .1 1990 P00M FINtbH 5CREDUI.F. WALLS PATM Mn IM 'F A En f L.I f4t::w- r-4 6:. -.— EX 11711, 1 FLOOR kiAlif. ILI NG FIE In' `oatLL F1N1SHK, CONTINI.Tv- Ab('VE V 4EWUIF"i1 EY LOCAL COI-E, ANr All work (rough And/or fiiliah) shall WAINSHTIN BID. be performed in a cy-aft-imarlike manner . SP§4, �-JA 1 4- , f is 1416 WALL&C, T"FiCA FLOOR TO CEIL 'XII ;;BID UF .7 4 R1. 2 . Radio Shack Architect reserves the right ABOVI' AS MIJUK !JY LOCAL 0r17 E) 4 ro accept and reject any and %11 work 16" ON CENTU WITH e YF) "X" PPV EAT54) based on con1p,I iarice with thess, plants . 'YPFUM BOAK &A-M ��IDE. AND SAND 34CoTH, WAyr TAPL 14 PWY FOR NE7W F141SHM. 45'0 ANUL BRACIfic, A-BOVE All surfaces shall be flat , and '7T!JN-; A- TO nRLTCrJR'E" ABOVF,.' I diI. without iriper fections anti deformar tes R&OVE EXISTING WA,,L, PAWH FLUOR, WALL,:" AND 4 . All edges shall be strat9hL , true , CEll IN,,' A.3­RE;Q[1JhE1) Yoh 'iEw !"INICIE, FP" square , and wtthout deformAtions T sot� 1-1r##AQ1kq-4C4 PF"ARDA111A ThEATU W(X)� BLOCK.'Nl ?, 414 5 . All cuts (Metal and wriod) shall he all �) I W , ECRIZOilTALLY 3ETWEIN Ulk;TTNG 321= Uk1l T.'46 t-0 6,4 C) Q" straight , trite , 0" ABC' FIK'3HEI-, FLO(JI'l (square or angula-- ns A noted on plans ) and without Imperfec- tions . At cv, S. NE104' ME(RDOWN AT "' o" AyF COVCTR111�711"U) or SW `5 4T ' -" O.C. CONTIN11FX, -rc 3TF�!i-rtyVF le,' *P- e14-1 1- A,1�0`lrt, WITH 4;�' ANOLE BRACING Aru" O.C. Gin 6 . All mareriali shall be installed level , 5/8" FIRE RATEr !-epr 11X11 (;ypS1,,14 BoApl) I ,SA1,Er trite , and -Rqiiare . o, 0 AF-k T,CjHT Fv,,i' -:)S c I)TRU(�"rIRF ABOVF'?M' 1,0" ,' 'K V4C) C,&,p :%,"NJW Ar&JL rL7 plA^7C.4 PIC-640^0 2=1 cc F I gi. wr W;-1—1% , 4 Lwle-$Z� -a 4 S'"ORE LIFPLAY M71MES J!IOWN FLAP' WALL 0"$" SPCHIINAR " ONLY . NOT J CONTRACT WSWIPW410M memo ON" MAW .""w M — 19 9 -WP 1(i 111W F1'41131i!?S ::BALL 6E INCTALIM IN 7TORACE J13 A.,i REqU1.9tri rim off tonvue ftir. R OOM - TAPE BEr AND Sap LXWpH WP notes C1940 4,14 *van eutc J FOR �JA TIGHT PIRk RATO CONSTRUCTION. 4..0 to C"allea-0-ta hL1rbf,*- &*A -4EP-- L*r*IL, Aq -Az *fat DOOR SCHE'.3)ULE I bongos" 0 lftkVl�WA� OF ' TURAGE SHALL 6F SFALL:, CONCRE'T'E. jFNCV".,T. 4;7 Y SGrIption aY EXISTING FLOOD COVEIRM;1' A.; ixEQUIPM uNLLSZ� remarks L-4.V.-M 0� QrHOWISE NMIZ ON PIAN'S. '10. L 0.0 Ttr 1050A. $Miffed W% lot XARX CLZAP Pvr.; EXIT ON F..OAR OF STORAGE ARV� ioad Parqt L TIC BF11VE2K DOOR 2:0 DIsPLAY A11rD RW �;Epv'ICE ')00[4 pi-a New$ 4p AC COU LNG 'M LOCAL GoVONING CODE Ctq. 1� #I I # -r f f I.MU ,'HAUL BE %'l "JESS T4AX 4 J SAM A E;, M131 V, WIDTH -rW 0-0141 4- 5W. -e t �rvr- #K'04 -lk5 W,T- S, F-1*Jt*4T 1 044P�4VIL —A 2 I silo ti F-& P 1�1 tA\* C7 )e � fpe4ax sem : VKh- Y EXISTING 3TOPEFRONT PIRICR ?0 BID.- r VIAL STOBEFFONT !�ifAIL BE REPP.�BED, r.13plAACIXG ,4ArEpIA[,v A-0 MWIllEn F7, ":,IKE NLroi" WFAMRPRo,�y ,,0xSMiCTl-JK. I AN MONIVAM, with vroav* T L4.- 119CUIDE ALL FRAMEsi, GLAso TJjTM, to N Sgo 149 rr ► with S0114 pts�,-s �►U..- !"r G;�S F t -'7- ;,r� ,o.s v t F�.�.� Ei► t.. - �' 1' a►'A� ,+ .�,.: gip, 1�t W N�4.1�N� '"f, �.� ; 6 Ni `"'�' %1 L -AZ, FLOOR JOIN7 DETAI-L 0WL;BS SHALL NOT BE xADE; To TH 1; 4rr OF PIAN-. 4 WM01JT PRIGF: ALMOVAL Of RADrO XACX OtCHTTIFf,T. '1 ?4 PLV4L- S'4-AZ MW 131 T11E GJ:N a� 'Al, NCTOR ShAU, PROVIDE: .1 FULL %':'17 WINDOW SCHEDULE Ida*or*PAM REFR(M(3CFZ DHAWTNC-8 To UM stP-CONTRA MR. A� C► i;4L.^N*1SQ �^Affos4dr -%0- rk2- 1-1 tan- F Ir If Pwx HTLe Ono #Ire, M4 14T &Ak't Z 004 t.#*t L."aK> 0ae IV r- 4 / Ale. I of 92-^P$,, rr . t #1 E:�^ f6� • 14161 ?JVTM ed y C at..0 K- -T L-� Inca AAA.- VOW4.-P ft Z,;:-► ff 12 1 i- L 4! 5 ' ....... L <f _14 44 14 E: 1W &I�r-Ar AV A tit r-J.^Y. %A L& 67 + ft tft- L 4.) S, Moll, ..Pv L at ---- 11� - 44 _e -- --- N (4� L4x 4 Pit^ r�^ lio I OPT 'asW vi, < 4- k.L E. r,:F A, 5 CJ lW k,.F, C- Sao 0 > L R C) Exrr N OU OT 41Fr �—rr,A. %.V 61epAl Ake31CX-)Aj AIC"t PO, A `71 1 0 — C- 0 T A' , r 0000 1 ql /W WCAI.41.41 -rt�vs oe--.1-04 IAJ 'R40A&jAJ'&,,4-S )Jo"Va. *41 P4L .4AZt4&f4 � ''+Ch's-� � s^ �`Ti`' _ r�� � /�'-"-..... _- ��-- �-- ---___,..---Y- -_•................_.... rjr ---•'-----•�--'•• 1 ..-..�......�... _.,..t.........__.... _ -•-........._.._..... . `� � `J ��NA _ .___. �LA A&A Oro 00 JU !Mon --h Mum- I G. ark, 1,41 TNr?p IT.,-.,a w4oi-J"., Tk 4 , e ♦ I 94 L�:>,to A5 r —ark., J xd I if F 6a, Plb, R RNS00"I No.owe-mmow.m. V Alm- -&-Aw 4 1#)It : If I H 11 :4 1(.WJI i LMED a 7 9 10 URAWING IS LESS CLEAR THAN THP, NOTICE, IT IS DUL TO Ili[ QUAL I TY or r4 0RJ(,INAI DRAW I Mi. 9Z e 20 10 02 61 91 11 91 Ill t?I GI ?I II 01 15 9 1 9 MAY 1990 F2 L dO •' j '• �tl.[k: >"f. PL[ t' -...._- .. ._ 1 .. .-. s• � ST1Nt' '•JiiGf.A51L'1.' ?F .''C• :ri f Q*ILiNO LINK _EMI 5INr �A.L;. VEP I F' , �. ,�►" �*cs.. ;:•s+.>t� 4 I # ��_!3FlIWJa, �+. :� u. . _� : .4. ...�__... _ .. _�--- _ - ___ , , ,r," .+.: ylt •I.AJfi+.c:110 - 1 i mar �_ R rs P IJJk: 8' FIRE RAM a: I �. '=`i' JAI W/'"...wa "J,Ef�,)„t _ _ ♦• - -- I �,.-� ►1 - sptc :+11U rill sn-SEr OiA__ t rAi.t !J ~ E - - .tr► ._w� ft.p g f ' r O'l� r '�I10/1/3�j c'�r �"� � . PNISH 9ctinuL t : 4T L. STi. ,'G BEHIND FUHRING ;"N P_ r 'FT I- AETAL STUD FRAM t 'r � i T:y rd AIMLL STuns _ _.__ .__ .. I6• o C . 5/8" F?uE pATED GYF. 9uAit0 _. j c ��w, a. ': a. i,•_ F �_I I �, • I I ' (I• I + F:� RAPE:., G'i ,: „HC . I 9PEC ARFf:T fl� tTl•11''JL7 .• _ Y HAMS 12 IIL � I♦ �� ��� V.RTICA . 3/4"'x3,4 WCM STRIPPING i FIJf�•i� ,,E 1 .- . :" iidC1: S t 'A �' FtRY ACTh.RD. -D P: f. � sG a 3 Ai 4 t x •�. ,c.i.�' ''r' '"'� -_--•-•-•...� t. _ _lam.,..._. =�'1 �'. H.4 FtD13�'1AIiD WALL F Y g I71.4 _ N I H --- I + t . . . . . . 'd7f•a t. . ! r u u _..�..+r.-. -- --•-- 41.11L_�sS :A11PET ( `t ' a 1i ►• � �'�� '•f'G . ' • •)I•_"�/{1• I •'' .�' 'r71.P.G�,� 7,J� tl ,Z+_ _ ''. -• AL:. 5TR IPr�TNl o AT �� 6+ A !� .GalaE{' '1IYYi. BW:if.' I s '^ .,I, 'j •I I �' mJP � f w'rTaN -- ice' �- __...._ `�. .__...._ ;i ! � �tt'.•�i t1.-�tr►K+C" I i l,K;' • Y _.,__.-,_ ... - _� ' -- - _ ._. - ` ✓: f.��i ' Pl �' ! rJ . y.,R�,�-•� �.� - ii'F":F. STf.;+DAP7s wH£yhr r N. I y� �� LA r � �'.y - _-.-- -- -- _:. . NASAL STUD CHANBL ANCHOR 4" .C. )tcFTE rid _ _ - __a► _ 1 = � �rIG� Pt1pAIN,1 , T iFtettfad tees FIMcW AE. )N ,�WI_IFv `r. Firt •fuer rows! standard EASE :�ECTi�"��+1 iD1�MIS1140 WAIL WALL DETAIL 7�/ 2� PECBOARC .WALL DETA��s 'Yti'p 3 RISER DETAIL 4 rw-...wwv w" �..:3 :.� j:.•, _�.�. -i.;:.- _•�.-'G.. '.�."RLY�--_ .w:....+ ...r. � «�•.�,�• +�.�._.�- C' ,�V.-t } �'' ''r,,•r�..tr'l. E Q� t..J O aC.lr�••(..� � �.• ,a � Il I yrnl d*ck on tap of C141 )"t. for t.,l let n n'� n +„w,•..M:. 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MEDIUM TEMPERATURE REMOTE CONDENSING UNIT (RATED 32.7 AMPS AT 208, 230Y. 3d) ; THERMOSTAT IN COOLER BOX. EVAPORATOR IUILS, CONDENSING UNIT, THERMOSTAT ALL FURNISHED AND INSTALLEu BY REFRIGERA- TION CONTRACTOR. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ' W.P. DISCONNECT ON BUILDING EXTERIOR NEAR UNIT AND PROVILE ALL , POWER CONNECTIONS FOR COMPLETE INSTALLATION. VERIFY EQUIPMENT ` LOCATION WITH REfRIG. CUNTRACTOR PRIOR TO ROUGH-IN. i A O FREEZER EVAPORATOR UNIT W/2700 WATT ELECTR'C DEFROST HEATERS (RATED a. 15. 5 AAPS AT 208, 230V, 30); ThERMOSTAT IN 'r=REEZER BOX. EVAPORATOR DEFROST HEATER UNIT, REMOTE CONDENSING UNIT; THERMOSTAT ALL FURNISHED c I 0 , U INSTALLED BY REFRIGERATION CONTRACTOR. ELECTRICAL CONTRACTGI? TO FURNISH AND INSTALL W.P. DISCONNECT ON B('TLDING EXTERIOR NEAR UNIT AND PROVIDE ALL POWER CONNECTIONS FOk COMPLI.-TE INSTALLATION. ERIFY EQUIPMENT LOCATIONS WITH REFRIGERATION CONTRACTOR PP.IOR +I�y� TO ROUGH- 'N. 7 I e 3 COOLER BOX AND FREEZER BOX VAPOR PROOF CE1LIidG LIGHT FIXTURES, � Al SWITCH WITH PILOT LIGHT ARE FURNISHED BY REFRIGERATION CONTRACTOR. sri,SPivCr x4 LIGHT FIXTURES ARE FURNISHED LOOSE, SWITCH AND PILOT LIGHT ARE G1L;�i)-+G '.rrglu.Ar�TOTzer,�••+ r� PRE-INSTALLED. COORDINATE LIGHT FIXTURE LOCATIONS WITH REFRIGERATION -t-- --- — -- -- -•- T-• � �- *� O � �-� CONTRACTOR. PROVIDE ALL POWER CONNECTIONS. I ,> 4� FREE?E:R WALK IN DOOR HEATER (RATED 15 WATTS/FT. ; 1 .61 OHMS/FT. � AT 115Y). FURNISHED AND INSTALLED BY REFRIGERATION CONTRACTOR. I i � PROVIDE ALL SOWER CONNECTIONS. THERMOSTAT AND BOX FURNISHED AND Fl t r \ INSTALLED BY REFRIGERATION CONTRACTOR. ¢ � I ( ig, I w °- O COOLER DOOR��IEATERS (RATED .45 AMPS PER DOOR) . HEATERS ANO J-BOXES / _ � ,f�___ �- (� I � FUPNISHED AND INSTALLED BY RFFRIGERATION CONTRACTOR. PROVIDE I 1• J z .- POMiER CONNECTIONS. TYPICAL OF 15 HEATERS. / �' t _41 C4 6 FREEZER DOOk HEATERS (RATED 8.82 AMPS PER 4 DOORS. ) HEATERS, �"'� - -- -- — -- '�'`' / r {� J-BOXES FURNISHED AND INSTALIcD BY REFRIGERATION CONTRACTOR. PROVIDE I �' �:}: I r POWER ,TONNE .TIONS. { u O7 COOLER DOUR LIGHTS (RATED .65 AMPS PER BALLAST; 11 . 7 AMTS TOTAL). - LIGHTS AND J-BOXES FURNISHED AND iNS1AlLED BY REFRIGERATION CONTRACTOR . 10 r ; c A' Ftc7 s P PROVIDE POWER f ONNECTIONS. I I I I 1 O FREEZER DOOR LIGHTS (RATED 2 AMPS PER BALLAST; 10 AMPS TOTAL). I LIGHTS AND J-BOXES) FURNISHED AND INSTALLED BY REFRIGERATION CON- y �D A. TRACTOR. PROVIDE rOWER CONNECTIONS. 1 ROOF MOUNTED A.C. UNIT (RATED 24. 4A. AT 208, 230Y, 30) fUnNISHED AND INSTALLED BY REFRIGERATION CONTRACTOR. PROVIDE POWER CONNECTIONS. ® AIR HANDLER AND HEA1 PECLAIM UNIT SUSPENDED FROM ROOF STRUCTURE. (RATED 9.0 AMPS AT 208, ?JOV, 10) WITH ELECTRIC SIRIP HEAT (RATED � I i ` I � ' ) i i^ 16 KW AT 240Y) FURNISHED AND INSTALLED BY REFRIGERATION CONTRACTOR. I I F' 1' PROVIDE POWER CCNNEC'iIONS. THERMOSTAT ON WALL: FURNISHED AND INSTALLED BY REFRIGERATION CON- TRACTOR. PROVIDE POWER CONNECTIONS. C350 Lee, STUB UP' BELOW GONDOLA AT FLOOR AND PROVIDE AND INSTALL DUPLEX � �) ' {� - - jam_ RECEPTACLES IN GONDOLA BASE WHERE SHOWN ON PLAN (2 PLACES). COMMON 20 AMP, 115V CIRCUIT. I PROVIDE AND INSTALL ONE ( 1 ) DUPLEX RECEPTACLE NEAR COUNTER BASE ' � _' y WHERE SHOWN ON PLAN. SEPARATE 115V. , 20 AMP CIRCUIT. spa=�orzAToa tit A- I ® PROVIDE AND INSTALL BOX WITH COYER FLUSH AT FLCCR. PRGVIDE CONDUCTORS I � � Fl J l � FOR 20 AMP CIRCUIT. 230Y, ld. RECEPTACLE INSTALLED In! FUTURE. / PROVIDE AND INSTALL ONE (1 ) 115V DUPLEX RECEPTACLE IN CHECK OUT COUNTER. COORDINATE WITH FIXTURE SUPPLIER FOR EXACT LOCATION. - - � I ��r•. t T ! I ' V 0 PROVIDE AND INSTALL 115V DUPLEX RECEPTACLES ON THREE (3) 20 AMP CIR- r✓ec 1� T�r,ys , I CUITS. SEE PLAN. 1 PROVIDE AND INSTALL 115V DUPL RECEPTACLES ON COMMON �u AMP Clic- CUITS. ! o•.-}�I+-� ! a I I ( ' '-- FI L' r • ' ! i >a�o-1rY �$ NOT USED. F: i I I FI r' A.G• L N Y r vwz.Fry PROVIDE AND INSTALL ONE (1 ) 115V DUPLEX WEATHERPROOF RECEPTACLE ' I ., + . .,,�• I l l ON DEDIC,AT!D 20 AMP CIRCUIT. ✓b ® PROVIDE AND INSTALL ONE (1 ) 115V DUPLEX RECEPTACLE ON DEDICATED FI ! A + �I� _._.__.. . 20 AMP CIRCUIT• ^ I +� a ® PROVIDE AND II'>ISTALL ONE (1 ) 115V COMBINATION SWITCH/DUFIEJ. OUTLET, I ! a. ® RECESSED 115V COMBINATION FAN AND LIGHT FIXTURE IN CEILING. FAN a � � } t i _ 1 1 I y Z � CAPACITY: 27 CFM MINIMUM. INCANDESCENT LIGHT FIXTURE. FIXTURE TO BE WIRED TO CONTROL FAN AND LIGHT WITH SINGLE WALL SWITCH (ITEM 2i ) . FIXTURE FURNISHED ANP INSTALLED BY ELECTRICAL CONTRACTOR. 2,y PROVIDE POWER CONNECTION. i •p. C,� 1, bi O 3� PROVIDE AND INSTALL ONE (1 ) 115V DUPLEX RECEPTACLE. I; A `t✓ I I I <8> ITEMS 211, 22, 23, TO BE ON ONE COMMON 15 AMP CIRCUIT. y \_ ` 'A' !r J. /' r u_'. ` I A I Z . N ...I G -- ... •� I= -��1-t> .c >� < . br ow" It'.TN,►�OIWS p I I ® PROVIDE SEPAPAlE CIRCUIT FOR ELECTRIC W�.fER HEATER. ( "RHEEM" 1 sQ � 168V-15S OR APPROVED EQUAL) , FURNISHED AND INSTALLED BY PLUMBING , CONTRACTOR. POWER CONNECTION BY ELECTRICAL CONTRACTOR. RATED FI Su.FAGS ►ter=�u►.:"Cr A rT. orr-?'J -t-m-Z!a r fe,� � :.A►�'�� F �r,:o r 2 ;'iw w►.c v ver, �=L m= 2KW AT 208, 240V. / C <y=�2� MpN�..l=p.G'' :►Z� ,. iTH©F+;A MG2�(s ~i,pV OR Af•far'v+/� LG7 �A�_ . (� SIGN ON CANOP'r: VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS �- 44- 22 _ 44- - J� A r - 1�'4c• '� � L'AL�A S7 f•CG.E£SO'R'T RE1-�T�•=- 'NO IJA•r'T' ''G?UTK•GGNNP.IT' _—.�--- I � � --"`_ WITH SIGN CONTRALTIR PRIOR TO ROUGH-IN. AL.z'0 VERIFY ANY OTHER NC. '�� - � OQcr -30, �;.;,�zNrsrtF.� I�`''OwwGJZ �Jta INS L.l.�t7 "� --- - -� �"' SIGN ELECTRICAL REQUIREMENTS SUCH AS POLE SIGN(S) . IF POLE SIGN(S) REQUIRED. ELECTRICAL CONTRACTOR TO PROVIDE 3/4" CONDUIT AND CONDUCTORS «s��� TO SIGN POLE BASE. CONNECT COMPLETE WHEN SIGN IS INSIALLEn, �� ANrfI NG,T�7-rrx u✓Trt���c: * Itj /kT+ t•4 _ '�_ - t,r t_ v is u Iti1 Du 1 1 7'Ele7 I ITS/►_UwttN WM 8-rel!zr. . 1L ! Fc-cJc?fZl>;SC,ErJ 1NIT1•.+ 1'�bt_t"C/- fZPjC>N�►T7✓. *-lUvHT FtZAt-v- I © TELEPHONE (S). 1 . ELECTRICAL CONTRACTOR TO PROVIDE AND INSTAI.I. c7u NQ�z ar'a OAMr L.0C.AOrlav4 "Arp-j'" • �'- �T' I-t3MrIN�i► A'r ro�,,,..r �a�-,-Eris NOTE : cor:TrZa�_ sof'r R TELEPRONE SERVICE MOUND ING BOARD AS DIRECTED BY UTILITY COMPANY. '~��' "� �! fv - 9 YiA7 2. E�,�VTRICAL CONTRACTOR TO VERIFY WITH UTILITY CO. WHETHER bERIAL 1•�►�+aFAG�'�t���z: ►+u�r.��;.. s.!;�a, !2>g cr: <- r. -rfermi �_T.a�_. � � � 11 OR UNDERGROUND SERVICE TO BE EMFLOYED. 3. UNDERGROUND SERVICE: L_ ATF_ AT G�'4r�L.tr+r_ ©F' 04VC ' ��",�,u � t �, A;�,r-� � F;.�rz 1-Ir-alr. . A, PROVIDE AND INSTALL CONDUIT' FROM TELEPHONE SERVICE MOUNTING BOARD TO PROPERTY LINE. TYPE, SIZE AND LCCATIOY OF CONDUIT AS DIRECTED Y UTILITY CO. 4. AERIA_ SERVICE: IF MAST iS REQUIRED. PROVIDE AND INSTALL AS DIRECTED St' UTILITY CO. PROVIDE AND INSTALL REQUIREu e CONDUIT FRS MAST TO TELEPHONE SERVICE M!'jNTING BOARD. 5. TYPICA;.: p PROVIDE AND INSTALL 3/4" CONDUIT UNDERGROUND FROM SERVICE i�Il1UNT.ING � Q � BOARD II, WORK ROOM TO TE-EPHONE LOCATION(S) AT BU I L.D INC FRONT. SEE PLA I. PROVIDE DUPLEX RECEPTACLE ON DEDICATED 20A CIRCUIT. AV r <,'�8 SPECIAL RECEPTAC,E: "EAGLE" 1x1677. SUPPL-lir) BY FIXTURE SUPPLIER, r, a INSTAL',ED BY ELECTRICAL CONTRACTOR. SEPARATE 115V, 20 AMP CIRCUIT. ( - ►- �..� T �� • �,.-r` �-- �- ��f - LOCATE. IN COUNTER. VERIFY EXACT LOCATION WITH FIXTURE SOPPLIER. I ";;��� `+ ,. , r ® rtECJ_f�rf.G1. B.� SNDwM AT FLnrar� IK.� 4 e. STn2RErfzdV►'T "Its C�+E � 0 0 I'1:S�AI.LEC7 WITh4 "CA.;..)_-oro R t�? rAl I FC'! F-L.�,orz c*nx 'y-�t . Ari l• o , c o E.q'Tr.�Ft✓12 auP�yl ?=L.us*-t rF�.ovtz r� t �f��7'Nc :�J'Z <8> PROVIDE AND INSTALL CEILING RECEPTACLkS; LOCATE RECEPTACLES APD JUNCTION BOXES. LOCATE JUNCTION BOXES AT UNDERSIDE OF ROOF J',1ISTS. PROVIDE 10' FLEX FROM J-BOX TO RECEPTACLE FOR RELOCATION IN FUTURE BY OWNSR. PROVIDE BAT; HANGAR RECEPTACLE SUPPORT AS REQUIRED. ® INSTALL OWNER SUPPLIED ANNUNCIATOR AND ASSOCIATED LOW VOLTAGE of WIRING IN CEILING SPACE TO PHOTOCELL AT FRONT ENTRY. CONNECT 3 COMPLETE. HU T y, '• � - -. .. .;-- ,�� ., .►.. .... -• : ,r•arnne!*r.�wrr.r•,n.,... . ,:uswmno. a,..�,�M.,aNawaM�Yw� ,..�, .._._.. .... -.... ,-. -,. .,. A � I � � I � I � I I I � I � I � I I L I I � I ! I I I ' I I 1 ! I I I ) "" _.•. , ��,,• , .. ,. .,.-......»_ _...,................._...... .,,: ..„,� ..,.,.�..,. 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