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ALK.S Cs �hi'R.I.t•.'c"E G N4 LL IAC GENTt�R•�o pcoR i1,AL1.ti, -,E-C- C Nr �2d. � _` ocqv iIJ ck-v ' Printed *4g;:�EL 06-:r r=r ,,� it ?rid ,t►.t�• '-4 0(��rrrr+',or-' * SSP f •, ,,l..Y ,�,e,f�,p,, T ��. ►� . �,1 .A►�r� Y� rJ Teg o �l. I er oge crt� � 7�t r•►t. � 1 1981 OF'sy�;GT+o,� T. 2y & , �.Ir•i,i M'i V, r• /•1rv: w � 4 e, ' MACKENZIE ENOINEERINO �'••��►'��'--G, � 4' GJh►�f� i���- - ,,e., ��t, INCORPORATED NACKlNLIE/WTo{ M�LIATES RC. IMi YA, AND NOT T6 Y6 RE IAMTN 111E wmirTgN(►E ISY1f7N (f! PROUIKEU IN ANY ►y1NNER ERCEYt MSA E MA OF 'or 5;-, Ilk f JOB NO. Z ( Y f CAM.991-1.CID"CO M11�1.M„ A• 7w W � I - r � ' i�i�rli lili�iii�ili�i hili i ilili�i i�iir i ililili ilili�i I�i�l�i i�ili�i i�ili�i ill i i ill iii iii i i ill ill ill i i i i i i ill i i I�;, iii u i i iii iii ill i�i i�i ill illI�ill �".�•-�,... •-•...... NOTE: IF THIS MICROFILMED L I 1; I I I 41I-- - _I__-_.=112J ► DRAWING IS LESS CLEAR THAN - -- THIS NOTICE, IT IS DUE TO THE QUALITY OF 111E ORIGINAL £ L DRAWING. ii�ilil��►iilhl��4lliil►li�li Ltli�ll�►�►u!I�III Illlilt I►lil�lii iii►liiii iiiiliiii iiiililii Lliillliil TIiilliiill,I. ���iLi luiiliui iZiuluu iiulll I Ib���iiinli�i�ltiiiliilll ui i►liiii ti�iiliiii 8iililllll QIlllllill bu►Ihlli 9iu19111IIlC L l w ►►Illlull lilllllli iiiililii JUNE 29 91990 M - N _�'--•-jam • Cfi uj •'•U �s''rA Mtn Cl --- UJ V) wz 6 ,0 -:7v M 0 11- 14 co Ir - ------ 9 - - a v vj — �- i e4 --- a \\ $A L f \ 77 In _ _ �.. .. ISS A • 1 j � l `�•_ i'/ _ r/ / L � / 1 � �, er- QTc,, c � I �/ � f! � I� f T,%� r l �� I��•,,•..,,/ �� 1 i d� C. `� 7 �-- O , � �� 179 �� l i '�`r— ,�.1• 171 I � Z'-C.+ -d C7P N• `� n'I� ' / / - _ _ - ��L�xl� ;,';I f �`, - -- - :;,-'I- D}K�+i l-1 �„�c. 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GKENZIE ENGINEERING INCORPORATED OFPM G- LIN0�O Ntp"�T OROP it!- P.c M IR IlMJD A YANNET. be K- YIM TNF W111 T", Pf�tiIQION OF SHEET T OF JOB NO. -- ir fox r [„Mrt CO —III-.r,n o• .. �• r1' im Mw -•' _..w.,. .". .�... ,nom � ��` � w�-1 _ ,. '' .._.. _yy Y�M�.^--:.. � .w-�•l � ry, .'.. __�,.. �... :, '� _ � .. ,.: w t w.•A�..w_ ... ...--. _..ww�n„IF,n,nlrr•..i.Y, � - 1 NOTE: IF THIS MICROFILMED LIIIJIIIII'�'�I�I�I� i�ili�ill�ili I I�ill�ill�iir i�II�IIII!i�il4l�l11 7� DRAWING IS LESS CLEAR THAN �i�l�l ISI i i�i�l�i�i i�ili�ii��i i i�l�l(���'l�I��ii�i i�a�i��I i�ili�i►I�i�i���l I�III►I Iii Il�rIj � •'•'''..__ �� ,�,.,. THIS NOTIfS, IT IS DUE TO THE QUALITY OF THE ORIGINAL 1 I DRAWING. ii,', iiiilAgigm illumill(ii Iii ii I, iiiiliiii iiiiliiu iui!11111' 111111111 ii�ilui ii1111 tul����iiitliiii iiuliiii iiiiliiii i�iiliiii ii�iliii��ii1111111iiiiliiiiliiiiliiii iiuliri iiiiluii iiiiliiii iiiiliiii iiurii� � 1990 � 29 JUNE - � � • � � • 9 --G-tG-J�-_ t1 - C� a'F 1 I G �.._ GQ hal I�1 o IJ N M 1�- I J p I Z ��►�/�cr,I G o CIII III, Ch i 1 w - _ _) �?" �C1f� - 'GC-1ke- w-u sV11..4u --5 L-1 I l " c_b-l_ z O SUFJSI�r MSI'-Lt ! Qr� ., a Z s 4 f-1 f�k-�O r-?r f? Gf1 I�1 �b G T-b ( ) (1) a cl on, LI �- -} }' . 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IM/SAI AND ARE NOT To RF RE FRODUCED IN ANY MANNER• EACFPI WITH TIIE WRITTEN PERM1881[1N Irt M,SA SHEET GEORGE WM. OTTO +i• R ''r _I landscape architect ' �:11 �'''�• ' OF 2� Poet r Rice Box 213 • Beaverton, Oregon 97005 • Phone(50 ) 644-5066 I-' JOB NO. Z b t 3 2 6 . � CAM►•2I1 COPY CO P—TL.•MO ,iY l"'1^ryrtal; '^dl['•mlar•�� "` I ....n'A` �_.i I111iII�Y.�,_WI'J.v. u..:.., ,' , ' � 1111 III IIIIII III III III I�jI III III Ilt l' I III 111 III III III III III � � III III III I I III III III I t III III III I II I � I I I�I I I I � 111 IJII I III III IIIIIII NOTE: IF THIS MICROFILMED I ! 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'I A;, F b 24,.E , F � Fv .46 II _ .i-�.�s"s_' 'a*-sre_--••-•�-�.i-smogs'ac -n�•�o-..a.._-.�..�.. .. --� (� '­4. 14 r 1 A-f k- `) � N � - i t- �%►'+�GL �'I r- L. 0 U(�-• c�.�I'II � N � C.� _F-� ��.�, �' f � I I I l i ✓ I ' Y � � V 7_ DATE' r. DRAWN BY: L. CHECKED BY. REVISIONS: 'rr� I� ��.��,J �ti� � ��� �•vur���,-ror.► , Printed Lf'�� , ��� ti r-1 G► a A L.L SEP 111961 --- --- - - NUCKENZlE ENGINEERIN _ _ ___._.___.--_-_-• -.- --___._..._ -•. INCORPORATED THESE DRAWINGS ARE THF PROPERTY OF MACKFNZIE,SAITO 4 A590CIATE9. P C llW BA AND ARE NOT TO BE USEU Oi le HODUCEII IN ANY MANNER,EX CI:1•T WITH THE PRIOR WRITTEN PFR- PA )N OF M 6A, SHEET 9 w OF JOB NO. Q�t 0I '11MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .•Arnua m�•Yp. � r�l%�� I 1 1 1 I I I I I I 1 1 1 1 1 1 1' I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I III I I I I 111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �- I ) I III III II III I � III III III II ISI II i �l 1.� 1 !. II l � J.-II jp1 � � � III III I •, b t NOTE: IF THIS MICROFILMED I 1 I l I 4 I l ( I (1 1 b I 1 1 I e r DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO 3OY46 1HE QUALITY OF TFE ORIGINAL � ��DRAWING. IIIIII111III 1 �1 IIIIIIII IIIIIIII IIIII!I11111111 IIIIII IIiIIIIIIIIIIIIIllllllllllllllllll IIIIIIIII Illlliill IIIllllll 11 llilll►JUNE 29 1900 .„.w. .. .... A .r -, .. . i.•.. IIIIIAWMW-parr Y, 04 OD a x 00 O v x o 1 ' !�►KarJZa I,r�JIZF� --� r � a i _ o � co [A " -- __ _ - – - N — N 1 '< 2 � N - W . 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LSI Ij• I � II �..� � I� Iljl III Ijl � �• , NOTE: IF THIS M ILEA l LME D L_ I �_�—__W_I L I v� ___I ��=1— -- L L _ I _ _�l— _ _. �_L—_I___�.�� I J 1 • ORAWlPC3 IS Lf..S CLEAR THAN TTi1S NOTICE, I' 1S DUE TO !HE QUALITY Of THE ORl SINAI � 6f DRAMING. �II llillllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�IIIllllllll IIIIIIIII IIIIIIIIIIIIILII!H t lh���il�lllll IIIIIIIIIIIIIIIII!�IIIII!III IIIIIIIII IIIIIIIII illlllllllllllllllIAIIIIII IIIIIIIII IIIIIIII II IIII�illirlil �' -• • JUNE 29 ) 1990 Y4Coll 111 �0) 1 I i• , i� �X 21' I �` y \ �! �#i- ' - _...-+'r 1~'L11 '�1"�'Ir7 ' \ i ►• ; ONO J/ W cc Lo U n , EV T• I c� LJ 4` ! "j W 0 r o c, 4s \` Vir – - - ---— Oz t. 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I �.r� jr ' �-1� I ! +11 dimensions on elevations are from grid -f�-r to Arid i top of panel or top of plate to top I ' I ` JS T of footing. These are not shop drawings. ' ( 1 ,� , wr 'DK--,SEG." Contractorto submit (6) sets to Architect r T,., c'1, �4 c`,-K, r� _ RE! - .�61L'T for approval prior to construction. 't NF '-HALL, o F1 PJ FiJ 4. All elevations show exterior side of panels. ~ I-o G Fc,�lr-�f�• rx;rJ-rt 'F'�/�1e'( r.�'(LI dimwns'on is to e �. J. Where panel edge i. not @ grid line horizontal 7 I v , } point @ the center line of space Q P�t�l between adjacent panels. l ' Ill I! J - c. �---------- -_ V. ` a --%�.�, � I I / III ',�--- F'��E� y~t<I►� (TYn� � _ I � � ( w�L. �I``�� _ AJ' P �' x,11 �� v SILT. 1� �t ' �-� *L BERT, /� ` I I -, j I E`•'c ICY > 1 �t� I.,)'.� p4T'C,,-+• t- ' ; `,` F+rlPtO 1 L E I _ �. ._ I��:L !- '•-r�•�-•w-1'�='�' �=-�. �. _. mI �_ __._._. _ ____ _ . . � .x -- � -- _-� _....._ _ FIN. F t-IZ- .- _ Gam,+-" v.",� C'�'•� LI' DATE: . N. �N'G+ E'C)V� C}F F' L.LEI� DRAWN BY: CHECKED BY. L V � REVISIONS Printed SEP It Wi '�`r-" : �� !'��a•�,, ' f~.J� F'G>12 �-,� � �..� ��."'''�°'�I' GKEN1IE lNOINEERIH 0 INCORPORATED .. THESE 1=1,409 ARE THE' PROPFRIY OF ISIV ZIif I(U E ASSOCIATES. P t. SA AND ARE NUT TO EE USED UR IIE RO�IKED IN AN„MANNER,EX LEFT WITH 111E PRIOR WRIttFN PER- MISSION OF M,SA. SHEET OF 4,� JOB NO. c�u�tiu�tz►♦a0. ,wlw. � III III III III III III III I I III III III h I III III III III III III III III III III III I I III III III I I Ilillll III I ( ► I I I I`I I I I I III II�II't III III III III III III III I I - -4., •''�,.. - ..'."a�- i NOTE: [F TN IS MICROFILMED �_ _.... _l�_ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO --�— • - THE QUALI TOF THE ORIGINAL g E 9L LZ Z SIL L L fri, tL E t i Ll i t T 6i tl t 8 Is L 9 9 f rDRAMING. 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M OA,N1 ARI NOT TO RE YPE. ►IMrERTY / j , ,. ., j / ' / / .- -r, • __..--..._-._ _-`--...- __.-._•_... __.-......_ _....-_... `- _-_..: •---.- - - _. .__ ►ROO( ED IN AP" MANINIFI, EXCEIT I. MA KINZIVMITO A A f>1SOC' IATEI. �I ,✓ -{ may '.I aw,w� I I� AND MM V'L ^e, �r l�� •� - C.iFI.�• }w V.v / i'�" ' \.R ,�• f / ✓� r ,, M 1M THE WRITTEN P111M1 f(M! O► SHEET Joe NA aNrau eorY vo..wllTuwo ow. _ , , , �,. •.., .' � � ' 1111 III III i�� iii iii ISI III I i iii ill IIS -r i IIS SII SII iii Iii iii i�� iii �i ill IIS' i �i�i iii iii iii ill ill Iii I i i i i i ili iii iii SII I�Ii I iii iii 1111V11 Iii IIIII14I _ - •• . .. � � �NOTE: IF THIS MICROFILMED1 1 J DRAWING IS LESS CLEAR THAN THIS NOIV1. IT IS DUE TO THE QUAL;T� OF Tlf ORIGINAL ` DRAWT'r,, £ I L 9L LL L 4L L L L IL L 18t H�[ IILI t 1 [ i I I t[ I � fJ L b 9 f C E t w !, �►�► <<i�li��� i1i�l���� 11 11 i,iilii►i i1i�liiii ii��lii���i11li11i ���I����,,, ����►��I���� �,i�li��� iii�li►fi ,l�!! ►��, ����►!��� ��!� �►i li�i�iiiiliiii�liiiliiii�iiiliiu�iii�li�ii ii�ilii�i �������I��I��II�I����I���I���� �� JUNE 29 , l9 oo .,..,a..., ►....wur•,na,.w .,.arA.awIm .`:r ....:`es ,..e,' '--' ., .. :i::dPk:YNff+=r^irs: r.q+Mu......r. ..r.... ......�.�/ .....w.........:_,...,,.waw.--.n...mwvsew..+,....... .. • rwl-.ew/.7nc�ER•Ys' ..tIR^m!n.,"L:;-'a.,,arBrKv9c�''.5�` >YYmwreti a: _ ." - . _.. .__... _:�-.,y,.a� .. .wr.fMilJ.airrw,.-..r..aws.,.,.`ru.drurwF - ..r......_-.....•.....,.._._. .._.._.. :z t 't ._. - ,- T, ...,a••i"••1.+•. ,L`.- �`�.. rYr- r ac+�.;.t}Bs�`,�L 'R�C',r1.'�,':+�r.Z, ^Gay ,7fi111�`i-'F.'` a r' - ,. .. .. .. - 'x � ... .. ._ _ .... ;. __ .. wF�S{{'++-+nnR."uW.l-:nrl..Y, ,,,T .. .. ».. • t. , .. 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I J;� , � '_�'•(�1 A 1�'-- _ _ .__ CHECKED BY: ;��\ --� . �- / �� ' ✓� ', - /'�� �'�"/ i 1^.>; "*�a,,;l.,I �.;v ,tea G�I'`�+ :/T• 'i:�. •:' :- '.( 1• \ yam.-'P✓' �''� f�' I y ter' ��•• /� �✓i _�+Y. �i 4 Q 1 w. 1 FIEYtaIIDNd: To4 �, / � �+!�,•�-P/ rte" f ''- � . �++45'tIt�t� Ni�tlyls►. ,4 a \ / ,fi'"���,�/ ,rte -''�'� I,�, 6:4 i r V G'010 � \, _ �`�.' ."'_' /•✓�,/�r� ' ""I •-�"�.•-,i .%'',✓" �� � �,'� ' I� 'nn 160,1161 4-1101 .. ....--''' ''��-' r ;'� G�.,rl.' 2����21-�•�+�.G•I, d I�'�� -"� �',, ►'�`a�.M��, I.k-� rJ�I. �'�1�G 1 Printed SEP 141981 MACKENZIE ENGINE -. �'' i Ta P'��i►` -It.1., �-► &V-& lr-at� ,6,+�,,eyl�I-* - -- � ; INCORPORATE J. rs�G'-aa �•�1�4�t� /1i► �.�'✓�� !i►L1 f'�'� �Lll►'I I I n1E�E oReeevlwn AM THK►•�oreRrr �,Y syr Z / C- ✓ Iw' /� ++.1 "f�C. � j 1 'I + i a 1�1C 1�rtiCil� � h � r'k•�• ZAN?! 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IF THIS MICROFILMED ���- -----�--------�__ _ L__ 1-•---� DRAWING IS LESS CLEAR THAN -� M THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g^ Z 311111111L, LL Z 4Z Z LW Z iZ Z 8t l LT t — l i t l ll T 6 II L 0 4 ► C L „III I I I ►+�11� ►II,III►I{I 1111 1111111�I{I{I 1{II{1111 I,I,h11111►{I{I> I+11{11{iII�IIu1 il�ilii{li iililllN,11111; DRAWING, ,{ 1111,11,1,11111111111, 1111111,1 ,{„I1�1111111,1{, 1111 {,11,11f11,1,111,h1„ 11,{1u111u,1111,111,{{{11... 111,111.11,1.,,1{11111111 cul 1111 1�1. JUN 29 J990 :. • NOTE o PLAWT ADD►TIWS A5 puz. R Ev AUG 20 19x1 • 90 LOF�I,IUS sToLor. 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LYNN TAK r,'II — 1 I 1 '•. 114 � . V i I'OR AMo, nCCGOtj • OZ OF 0 DATE. DRAWN BY: `- CHECKED BY. REVISIONS: Printed SEP 14 1981 MACKENZIE ENGINEERING INCORPORATED THESE UNA61FIU^ •O[THE PROPERTY OF MACRENlIE,SAITO A A35,,..i•'« V C IM,8A)ANO ARE NUT lU at USED ON REPROUIILE IN ANY MANNER EX CEPT WITH THE PRIOR WRITTEN PER MISSION Of M SA SHEET OF JOB NO. c.rrneu a+►r rn. �� 1'... I T •tlEM - .,...... __ r�n�.�,. .. � � _ kik '�� �I �r�rr�'�`e�`naivMutllee� ►. •—.—r -....... ' .rr,+r wr�w�+.�,+:.rvw.r..�...+..�._..... ....._....._ .._.......,�„s•�.,,_ ,.<..-,,.�„ _... p+. 11 III III III III III I 1111 III III I' I III III III III III III III I I III III III I I III IIIIII I I Il! III III I I'I I II iIl �.' Ilt.Jl�ll I Ili III Illllll III III III I I 30) �_'1 � � � 1 � � � � � I � i � i4 iii I � i � �- I • �rl � l � -`-� I ,I � IIb � � �� � � � LMED DRAWING 1ISTLESS CLHIS EAR THAN - -- ----1— _--- --- - L -- --�__---�----�-� 1 ; THIS NOTICE, IT IS DUE TO ��T —�-- DRAW QUALITY OF THE ORIGINAL g � 4TE LZ Z 4L Z L L IL L l L Ll _ I I [ i I IiI I 8 1A -EL 9 9 ► $ E [ �I�I uiiliiii ��I����I����h��� �l ���1��� ���il��► ��II��� �I��� II� I�►IIII I11�Illl�llllll�lli�►IIII►HuIIIIIIinllllll►�IIIIIIII��I�►���II�IIIII��IIII�I ►I�II►I►I►III►I�IIIII►II II��I���� ��I�I�I������I��II��I�I �I►Iri�►� ��F9901 JUNE 29J .Yy , .:._, c;nn. . -- waus•: _ „_.r ... -.. .. -1101 w ...nm 741F. _. .... _ .__ • .. sids THEIAAL AND NOISTUHE PR(A'ECTION 1. built-up roofing: Owens (Joining Fiberglas specification No. 420 MI) (Class A) or approved equal (20 year bondable, white min. surface cap sheet) GENERAL REQUIREDIF-MLS by Johns Manville or F.lintcute. 6. Plumbing- by separate Permit 9. ELECTRICAL by SEPARATE PEXMIT _ 2. Alternate M a. General a. General I. The work under th.z curtrict project is to rcclude all labor, materials, enerap transportati5n, equipment, s q pment, supervision, and services necessary for and Owens Corning Fiberylas Specification No. 315 WW, or approved equal 1) Ccdes; make installation of all items in coa►plete accordance with 1) Electrical oontract.or shall submit drawings showing electrical n reasonably incidental to the completion of all c,nstr.._tion work in eon- (15 year bondable, white min. surface cap sheet) approved alternates ^_od+e& and regulations set forth by state and local authorities. wiring diagram, service panel, lighting layout, and catalog .ruts 01 vection with the Drawings lnd Specifications. Johns Manville or Flintcote. 2) SubmIttala: of all fixtures for Engineer's approval prior to start of work. Z 2. 3oordination: a) The pluml•ing contractor shall submit drawing showing piping 2) It is the General Cont_ractoi'F; responsibility to insure that all s N O i DOORS _ WINDOWS AND GLASS locations, sizes, and arrangements plus fixtures manufacturers connections and conductors for Mechanical systems are provided by a. The Cuntgactor stall verify and confirm all dimensions and conditions - O r 9 w t I 1. Doors and Frames: and catalog numbers. Submittals shall be a;-,proved by Engineer electrical subcontractor. V W sl.own or is►plied on the drawin.;s and spaciticationa as well as Che s ¢ pl,yaical conditions of the site. Notify Enginser of discrepancies a. See Plans for sizes and types. before ctariinq work. b. work included �y Z O b. wood Doors: "Standard" hollow core (flush type), or "standard" solid b. Coordination 1) The work to he performed rnrludes furnishing and design, all labor, brie Q C► prior to start of work. g b. contractor shall coordinate the work of all subcontractors to prevent core (flush type) as noted on Plans, by Cal Wood Door, Santa Rosa, 1) This work shall be coordinated with all other trades involved. The materials, equipment and services necessary to construct arid install � 0�% J Z duplication of effort and to insure proper sequence of operations. • California, or aparoved equal. Contractor shall review all construction drawings as well as the job the complete electrical system as indicated. IL C 3. Applicable Codes: All materials and workreanahiu shall conform to the c. Hollow metal doors and Frames: site and avoidall conflicts. 2) Provide 1000 MP. 208V three Pha:ie service to electrical room in ",h ` W M F_ o Uniform building Codc, applicable State and Federal safety orders, All 1) Doors: Nun-panel, full flush, fabricated Eras: two sheets, 18 gauss C. Quality Assurance building. I�f L_ W b Ip steel with no visible aeame on either facie. Doors shall be reinforced 1) The minimum acceptable equipment and materials shall be equal to the bid Alternate N '=:� W W references to codes, specifications, and standards shall mean, and are es. a � and stiffened. Doors shall be bcnderized and finishes as standard om- following. Approval to use other chall be obtained frog, the Engineer. Provide s N Q _Y intended to be, the latent edition, amendment and/or rcvisior, of sue;: price for 1200 AMP. and 110u AMP service reference standard in effect. cast baked-on prime coat. 2) ndergzou:id water piping: Cast iron or Type "K" copper . c. Codes :al�ul►)•�11�, ;{aX� AV 4: CK�;GE F�.1IL �t��lc„ � ' N Broom clear, all concrete Blahs and walk:;. 2) Frames: Frames to be fabricated of 16 gauge cold rolled steel. All 3) Above-ground water piping. Type "L" copper of schedule 40 galvanized 1) Make installation of all items in complete ace:urdance with all (U Z v)joints to be full welded and finished to perfectly suxioth surface. steel. ' codes or regulations set forth by State and local authorities. W Q S.PP WOR`c Frames to be thorpAyhly degreased and cleaned of all imperfections bef,.re 4) Waste and vent within building: Cast iron with "no-hub"joints fur In case drawings or specifications conflict with code requirements, Y � fN O o two-inch anti larger, and galvanized steel or threaded cast iron for the code U ir e 1. Allowable soil bearing t:ressurc: 2000 c.sf. painting. All frames to receive factory coat of rust inhibitive primer g governs. However, the Specifications are to be considered r ' 2. Stripping: Within proposed building, fill and pavement areas, the surface baked on. Frames to be tnurtised, reinforced and drilled and tapped 1-1/2" and smaller. Use no smaller than two incl, coat iron under as minimum. obtain and pay for all permits, licenses and taxes V LU Z o should be s'ripp.d to remove vegetation, topsoil and organic material. only for surface mounted hardware with drilling and i.apping to be done floors. ASTM A-74. applicable to thio work as required by law. _ < n Based or, the explorations, it is estimated that stripping to an average in the field by the erection Contractor. 5) Taste outside building: Car,crate. sewer pipe with bell and spigot d. Guarantee V decth of about one foot will be required. Additional stripping and grubbing ') Accepted Manufacturers: Steel-Craft: Curries C'eco or equal. or rubber rine joints. ASTM-C-14 Class :II. 1) Guarantee replacement, at no cost to Owner, of all taulty materials t will be required to remove tree sttimps and roots and within areas having 4) Submit chop drawings for Engineer's review. d. storm Drainage and workmanship and pay for any damaqe to other work resulting vi deeper surface organic material. Tile stripped materials would riot be d. Overhead Doors: 1) General therefrom. Period of quarantee to extend one year from date of sucta�.le ter engineered fill and should be stockpiled for landscapinq pur- 1) Provide steel sectional upward acting vertical lift, hi-lift, or a) Provide all underground storm drains and catch basins as indicated. acceptance of installation by owner. Owner, or his representative oe sLandard uverhead door of size indicated. 24 auge. i) Catch basin: 24" rotund as indicated on the drawinga, 1/4" late, will N poses or rerncved from the bui2dina arca. g p give notice of observed defects with reasonable promptness. O 2) Doors shall be manually operated on helically wound torsion type spring. welded construction. Provide with nct less than 24" water depth Mo,*,:ury lamp replacement from burn out to be 90 days after final Subsequent to ntripp4ng, the surface should be proof rolled using heavy 3) Accepted Manufacturers: Crawford; Overhead Door Corporation; Kinnear. below outlet. Street weight cast gratiry with minimum 45 percent acceptance. ballasts shall be guaranteed against noise and defects rubber-tired equipment, such as a cne••half loaded dump truck. Soft or 4) Submit shop drawings for Architect's review. free area capable of supporting 12,000 lb. wheel load. Coating with replacement up to twelve (12) months after final acceptance. weaving areas observed durinq this operation should be scaritied and re- 2. Aluminum Storefront and windows: stall be black asph. t paint, e. Standards compacted. or cverexcavated and backfilled with engineered fill. a. Aluminum wondow frame 4-1/2" x 1-3/4" profiles for use with c) Pi::in:; ASTM C-14 minim. Class C Redding. 1) Notwith:+Landing any reference in the Specifications to any article, --- Prior to placing fill on grpund sloping more than 4H:1V, the surface glazing assembly. e. Plumbing Utilities device, product, material, fixture, form or type of construction by should be benched to provide a level surface for filling. The bench should h. Aluminum storefront door with 2-1/2" stiles, bottus, rail 3-3/4" and top 1) Utility ccnnec:tiens: Plumbino suix;ontractor is responsible for all name, make or catalog numbr.r, such references shall be interpreted he sufficiently wide to ar_cemmloda•e earthwork eauirxnent, rail 2-5/8". Hardware: Deadlock with cylinder both sides, pushbars both plumbing utility connections 7omplete; contact local serving utilities as establishing a star.dard of quality and shall not be construed as i. Grading: Grade areas designated to elevations indicated. If grades are sides, threshold and closer. to deterinine conditions involved and make or arrange to have connections limiting competition. not adequate to provide adequate site drainage, notif•✓ Engineer prior to C. All aluminum) to be medium bronze fi:,ish. made at the proper time. f. Labeling start of work.. d. Accei,ted Manufacturers: Arcadiu; Kawneer; U. S. Aluminum: or approved a) Water Service: i'erify existing water line size and location. 1) The complete electrical system is to be clearly and properly labeled 4. Excavating! Excavate for footings, piers, slabs, paving, and ut::er erjuce.. Check water pressure before starting work. to indicate the loads served and the function of each item er equip- imrrovements to sizes and levels shown or required. Allow for form e. Submit shop drawinga for Engineer's review. b) waste: Connect to or arrange for connection to available sewer. went provided under this ocirk. \� clearance and for proper compaction of required backfilling material. 3. Glass: Verify depth, size and location before starting work. 2) Switchboards shall be clearly labelod with engraved phenolic name- All footings to bear on firm, natural, undisturbed soil free of organic a. All glass to conform to Uniform Buildi► r :ode, Chapter 54, latest and Rairndrain: Discharge to available drainage as indicated on plates to clearly identify each load served. material or on engineered fill. All soft, wet, or sotl of unusual condi- Federal Regulations. drawings. Verify depth, stays and location before starting work. 3) branch panels shall be identified with an engraved phenolic name- tion shall be excavated to firm, natural, undisturbed soil All orcianic. f. Sprinklering: Not required plate corresponding with the distribution switchboard labeling, SHEET MFrAL Alternate M a� material shall be removed iron building and raved areas. S- mounted inside of the panel door for flush pa»els and on the face 1. All work shall comply with applicable portions of the Architectural Sheet Stub out for enrinkler systrA. of the do-Yr for surface panels. No brand labels or other markings S. Backfilling: p0 a. Backfill Materials; Selected natural fill material frost an-•site E•x• Manual of the "Sheet Metal and Air Conditioning Contractors hssociation, Inc." Alternate 0 " y ehAll be on the outride of the panels. cavaeion or off-site burrow, shall ronsirrt G�fz of the following or a (SMACNA), latest edition. Provide Sprinkler system - "Ordinary Hazard". � E (;, = .-Ur- j 4) Lach terminal cabinet contractor, disconnect switch, relay, time blend thereof: (well-graded granular pit run, or bank-run sand, and/or 2. Provide all necessary mechanicai fasteners arid accessories for complete switch, pull box, junction box for other than branch circuit wirinq, g--evees l; small cobbles to 1-1/2" in maxiiith t than installations. unless obviously directly related to equipment bhall be labeled with muat size wnomore tG. Pare Prptaction System (Building M1 Only) 10• of fines passing through a bra. 200 sieve; or anprnved un-site ex- 3. Flashing: 24 gauge galvanised sheet metal in accordance with ASTM A-361 for all -- an engraved or embossed nameplate securely attached. uavatlon materials). Under slab gitems unless noted otherwise. ranular fill shall be of 3/4" crushed 5) Where outlets or devices with stainless steel or ,malas:i(: finish rock, free of organic material. 4. Scuppers and Downspouts: 24 gauge galvanized sheet metal per ASTM 361. Pro- .. vide removable bird screens at downspouts. 1. Work Iricltldedp Fuinish all lobo: and material anti plates require labeling, provide engraved finish plait: . b. Except for tine surface sltippiny, excavated on-site su..:s, free of organic perform Stich other serviots necessary and reasonably g• Project Drawings or other deleterious materials, will be suitable fur engineered fills. SEAL-ANTS AND CAULKING incidental to the installation of an automatic sprinkler 1) Maintain "as-built" drawing , and turn them over to the „rr ulwxi {� _ completion of the project. y Fills should be installed in a series of approximately horizontal lifts, Seal or caulk Joints between dissimilar materials for watertight seal. provide ylyst,Bla for 311 &roan indicated on the drawings End h. Completion and Testing not greater than 10 inches in thickness and each lift r,)m1­%cted to at watertight caulked joints at all building exterior locations where possible water as required by ther governing agency. 1) Complete each system and place in operation except whirr only �I least 92 percent of the maximum dry denaltv obtainable by the Modified penetration throuah joint may occur, roughing-in or partial systema are called for, t� 2. Contrertot (�ualtf icet.c�ne Contractor for the fire A.A.S.H.T.O. Method of Compaction (lxraignation T-190). The contractor's a. Silicone R-ibber Ease Sealant: General Electric Silpurf Weatherproofing 2) Each syatem shall be tested and left in proper operation, free of ` i g p ng sealant: or proved substitution. protection installation shall be regularly sprinkler a ed 1 procedures should provide far uni_orn: coverage and tom ecti�on of the fill. Sealant, Dow Corning 740 build! p g y 9 g faults, shorts or unintentional grounds. tit We anticipate t,-&t shoe afoot or ee ent.ed- d-t compaction equipment Material, of one rt component t in the installation workmen kmenautoexperienced fire s am ski pa p gr^ pa Ype pape po type, shall be in grin grade consistency p 3) Demonstrate system in the presence of the Engineer, the Owner or j would be sult-ablo for ^os<pacting the silty till soils. and in standard colors as selected from the manufactcu:er's palette. systems, and tlmpluy workmen @Xperienced and skilled in this trade. r representative when requested. their � ) c. Compaction Standards: All compaction. based on ASTM D 698-70. b. Foam Type Premoldad Filler Gasket in Cord, strip, or Other Section as i. Telephone 6. Pavina: Comply with "Asphalt Paving Association of Oregon" recommended shown: Similar to Dow Chemical Ethafoam, in natural color closed call 1) Coordinate installation of telephone service with local utility. ,ff design and constrtcction procedures, latest edition. Provide p+eving for polothvlene foam provided in sizes ac required for secure gasket position 3• Governing Agency: All work inaccordance;vices with, and V \� to be ac^opted by the Insurance Services Officl� of Provide all required conduit ar.d service hoard for complete lnatalla- all areas specified. in indicated joints. tion. Wiring by utility. Pavement Narkirq: Applv 4" wide parking and directional lines where shown. Oregon and Fire Marshal State ge cy,Orean, designed `1 Use Rodda Paint Companv No. 671-White. referred to as the governing agency, and designee] 1 H. Weed control treatmfint is required on all subgrade surfaces receiving asphalt to COTmply with the latest issue of NF'PA Pamphlet 1.3. �` 0 t surfacing. use Monoher Chlorate by U. S. Hrrzax or Nox-weed No. 10, in so- 4. Design Requirements: Subm4t installation plans covering cordance with manufacturer's instructions. sprinkler system to Owner fGr .Approval as to layout --- CUNC1tE:TE Of system. After preliminary plans have been approved, 1. Codes and Standards: All concrete work to cumply with ACI 318-73, "Buildinq prepare final plans to be submitted to governing agency Code Requirements and Reinforced Concrete": ACI 106-66 "Recommended Practice for final approval . When final approvals are obtained, for Cold Weather Concreting": and ACI 305-72 "Recommended Practice for Not furnish six copies to Engineer for distribution. Or, Weather Concreting". plans indicate make and model number of automatic sprin- 2. Notification: Notify L•.gineer 411 hours prior to beginning any pour. k.lers, alarm valves and other automatic devices as required 1. Concrete Strengths: ?-t _ for checki.nq purposes and certification of system. Auto- s. Footinqs and foundations: fcl- _000 psi at 28 days, with maximum matie sprinkler System is to be designed, laid out and slump: 4". installed as a wet pipe system. All automatic devices h. Tilt-up walls and floor slabs: fc1 - 31000 psi at. 28 days, with maximus, required are to be designed particularly for use in this sl,unpr 3". type of system. It is the Contractor's option to desiqn 4. Cement: Standard bran;! of Portland cement per ASTM C-150, Types 1 or I1 at the system per NFPA No, 13 spacing for ordinary hazard Contractor's option. Use only one manufacturers standard brand, t'ipe and Group 2, 18 GPM/2000 sq, ft. grind throughout all work cif' a particular tape. 5. Water: Clean, potable, freph, and free from injurious aountof oils, acids, 5. Materials and Equipment ms alkalis; organic materials or other harmful substances. ;i. Adm+ixtux•es: (oucnts shall both bre from the same manufacturer) 1. be i Sprinkler Specialties: System hto e a. Air ,entraining agent: Per ASTM c-260, be complete including all items required by the governing agency. provides water motor alarm, b. Watelr-reducinu agent: per ASTM C-494, Type A, containing no calcium l� 06 fi. Y valve monitorinht flow swic chloride or other accelerating or retarding agent, electric alarm , 9 department hose connections. In- d d fi h witcanre e 7 Agyrigat.c: : h In ac,ordance witNS'I71 C-3"i, maximum size 1-1/2" and including sp sand, but in no case larger than 1/5 of the narrowest dimensions between sides elude wiring from the alarm switches to the point of the forms of the member for which 'r-he concrete in to be used, nor larger of connection in the fire alarm control panel. than 3/4 of the minimum clear 3picinq between reinforcinq bars. Wiring b;� electri.cal subcontractor. 8. Rrinforcement.s- All blurs for reLnfQYCement shall be deformed, intermediate grade steel conforming with "Spe :if cations for Billet-Steel Concrete 6, Sprinkler heads not to occur at numbered grid lines, Reinforr. inq harm", ASTM A-•615, "ade 4C, (minimum 40,000 oei yield strength), align heads to accomodate future tenant separation walls except Grade 60 as specifically rioted. Minimus barlaps at splices per ACI at numbered grid lines. Q Ooh Chapter 7. t� 9. Sl.b Hardener: TEF Multi.-Kote Mnrn Clear seal by W. R. Grace and Co. 7. Water Service Connection Backflow Preventor: Connection IU. Testing: Owner shall emlaloy and pay for services of independent testing to primary water service to be made with approved double 1� laboratory working under ciirecti(n of Engineer to perform concrete test of footings, slab, and tilt-up wall panels. Contractor shall cooperate and sheik valve assembly made up of two brass, internally 1 spring-loaded check valves, shut-off valves and test furnish tools, materials, and assistance. MECHANICAL 9Y SEFAPATE PERMIT. cocks. Include detector check in service line. 110 11. All exterior concrete walls shall have a sack finish. 1. It is the G nerrl Contractor's responsibility to insure that all electrical 12. Pmbber water stops shall be 6" Grace 5318-60 or equal. Provide 900 elbows and connections for mechanical systems are provided by electrical subcontractor. Sprinkler Heads: All sprinkler heads to be spray type, splicing unions where required. 2. Codes plain bronze. provide metal box containing spare a. Make installation of all items in complete accordance with all codes or sprinkler heads and mount near the main valve; box to METALS req•11ations set forth by state and local authorities. In case drawings contain a minimum of six spare heads, with not less t , '. 1. General: All structural steel shall be detailed, fabricated and erec,-ed in or specifications conflict with code requirements, the code governs. than two of each type used. tt� i' 1.rj� accordance with AISC Manual, latent edition. However, the specifications are to be considered as minimum. HVAC contractor shall submit drawings showing unit ,eater locations, Pipe and Pittings: Use standard weight black steel 2. Structural and Miscellaneous Steel: b. : L•, 1 , a. All steel plaice, flat bars, straps and structural sections shall be roof mounted units, duct work, thermostat locations, etc. plus fixture pipe and cast iron screwed or mechanical point. fittings ASTM A-36, unless noted, manufacturers end catalog nua,bers and cuts. Submittals stall be approved especially adapted for sprinkler work and suitable for b. All pipe oolur.:ns ASTM A-53, Type 6, Grade 3. by Engineer prior to start of work, 175 lbs. working pressure. Use reducing fittings where •�" rr,l,l r C. All bolts ASTM A••307, hot dipped glavanized. 3. Guarantee: changes in pipe size occur. Bushing are prohibited. d. All steel to have one shop coat or to be galvanized if noted. a. Cuarantee replacement, at no cost to Owr:er, of all faulty materials All sprinkler specialty material Grinnell, Star , Vik;.ng, OF f. e. All steel embedded in gravel, rock and/or earth to be coated with and worknanyhil: and pay for any darmagr to other work resulting therefrom. Automatic Sprinkler Corp. of America, or approved, with C �y asphalt. Period of quarantee to extend one year from date of acceptance of Underwriters' approval foe the specific use in system. U( f. All welds 070XX per A3iS Standards by Certified welders .1/4" fillet weld installation by Owner. Owner, or his representative will give notice Valves iron body OS i Y pattern bronze mounted double typical unles2 otherwise noted. of observed defects with reasonable prompt:ners. disc, parallel seat. DATE: 4. Woz`t Included l.f< ENTRY a. Include all materials, labor, and 4quipmr•nt repriced to install complete B. Installation: Connect to water supply source as shown I. General: m,�zchsnical work. Cooperate with other z_i.:.:7 • tors in furnishing material on drawings, check adequacy and c:ai l any deficiency to DRAWN BY: a. All nails to be "common" of calvanizaed bait nails. No bright box rails and information for correct location, in proper sequence, of sleeves, attention of Engineer. Install all piping in a true allowed. Nailina to be in accordance with Table 25-P, latest approved bricks, chases, mounting, backing, foundations, and wiring required for ani even mariner with lines pitched for drainage and (,7;KL edition of Uniform Building Code. installation of mechanical items. Set sleeves, inserts, anchor bolts, system arranged so that it can he entirely emptied of b. All wood in permanent contact with concrete to be pressure treated with cast-in-place iron work, etc. Upor failure to properly direct, locate water. Install hangers at all branch line connections CHLCKED BY. a water-borne prenervati,ve in accordance with "St:endard Spec4.fication and size such work at the correct time, any additional cutting and to cross mains and at all other points as required in t ?M-'T"1 for Preamure Treatment of Timber Products", ASTM designation D1760. patching required is to be done by Mechanical Subcontracto, as directed hereinbefore specified standards. Support all - i.pework c. Solid block all joists over all supports. and approved by the Engineer or General Contractor. from building construction with mild steel hangers 2. Lumber Grades: 5. .)rawings spaced not more than 12 ft. 0 inches on center . Support REVISIONS: A. Studs, plates, blocking, juists, headers, and ledgers to be Douglas Fir 42. a. Make compl.rtc set of "as installed* drawings and return to the Engineer. mains independently of branches and in no case are traneh /r b. Furlinn and svbpurlins to be Douglan Fir 41. Keep "as installed" drawings ;_lean, undamaged and up to dote e3 work hangers to assume any portion of the weight of mains. L C. ;'nue latminatej beams: progreRses. Accurately indicate depth of all buried piping and location 1) fb « 2,400 pri or 2,000 psi as noted on framing plan of cleanouts. Locate all buried or concealed piping by actual dimension 9. Test: Tpst all piping to a hydrostatic pressure of 200 - -- :=-.--- _- - ----__----- fc1 psi 450 frowalls, center lines, etc. If "as installed" dravingc are not pounds per square inch and maintain for 4 hours minimum. ,fir from walls, Mechanical Subcontractor is responsible for costs of future Perform other tests as may be directed by Owner or I �4 Ie:p ✓/�I�IN� fv 165 psi Douglas Fir or 155 psi Hem-Fir es rioted on framing plan. "procpectinq" for lines not installed as shown. governing agency, Printed _ ePL ,A.fj '� r��'���,� I fJ� w A'L L _ 2) Camber: as noted on frar..inq plan. 6. Coordination v - 3) Exterior glue. a. The location of all utilities i:,dicated on the plans in taken from I O` I O_ I ��/ s���� � 'be 4) Induiltrial. appearance ;•rade. existinq public records. The exact location. and elevation of all I {� f'^ I i � ' I ,(_� 5) Top tenrion lamination3 on cantilevered ams. public utilities must be determined by the Contractor. It shall k* /'t T _ _ _ �KENZIE ENOINEEIIINO 6) Glu-lam manufacturer to submit shop drawings for Engineer's review. the duty of the Contractor to ascert_aii, whither any additional facilities `- .. i. Plywood Sheathing: other than those shown on the plan mar be present. INCORPORATED_ P.00f sheathing: 5/9" plywood C-D Interior APA 32-16 with exterior glue. L. Call to the attention of the Engineer any error, conflict or discrepancy 4. Powder driven anchors to be 0mark 1/4" diameter shank, H95, Part 047095. in plane and/or specifications. Do not proceed with any questionable items or work until clarification of same has been made. SupplemTHESE DRAWINGS ARE THF PROPERTYentary or MAGItENriE,lAITU � ASROCIATF.6 details and plans may be supplied as required_ and they will beccime a pari P C (M,'SA AND ARE Nor TO of USED of the cc,,,'ract documents. OR REPRODUCED IN ANY MANNER EA- CF'PT WITH THE PRIOR WRITTrN l'F R 7. Gas Service MISSION 01'M,54 a. Contact local ges util.1ty for service as requiredl pay all costs involved. SKEET Run all awn distribution piping and make final connections to all gas using equipment. 21t, OF OF '�� JOB NO. cAMre►L,,q0►.Cb. ) .... .., .,.;'d '....'. .k"moi.'.:$ .• '^' rt:. .„n. -:.. -..rw, ,^"._ fryer'. t -:vhMi I .. �.:. ,tae•-4.h ,1•jl:Mk .ice .. • , 't S !k. .. 4•-• _. - - - fl?i�^. -V 5l.� tr PhMF�` � � - " _ -.,�'r, ' ,'., .,++�' .. w'�'('' "�;.F. 11r ':�"e"'!Rt•' �-' ,,yr .:�'�•:,' ;rte'.. e�.... _ :.'.w..- ryI dR.. y►,....w1,:✓ ` - �:. © • r e •�✓ -�._. .f' .,,�� ^..,..-.a«�+eua,aw,.re r..... 7 NDTE: I F THIS I DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS Iff T TE QUALITY nF TF nRIGINAI DRAWING, _ VIII`I n£iJilll l-1L!-ILI1t IIII�ILII I�' IItII ICI! Z Ile I ZIlI lIII-171-11-11, lI lI i1I ll-lI.I_L I l4llLI-_II l .�I-IItIII-II'I � �{�•I � � I�-� �I-�-;-I� �LIrI+�.I}�� 8ri!iir! III- 11111111Z,1119111111111 L I-IIIIIbII�II30 111 ill 1 il, il, 111 11!1 r a Ilflllill IIIIIIIII IIIIIIIII Ilil�llli Illlllfll • J UNE 29 ._..,..,,••env...,r,.._...i.,.._...,..-.Own,..,RIF•. ,n,_...... ..... ,....,..-,.-.«,.<,. _,. Mi WAW 11101104108010w" ,. �. i a r art , , • �_._�-r-��-yam_,-...�_r,b...•- o t A. 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'e?..;* T ev'4 ew yH�.LL 4�F P:.��EI.� ;rr 4-!O�iZUh►-7^L- ti _ _ � i Or�✓J''� (I�'i'1 T`�}�G j�i r-I J/' p1�15 Vf ry*P-fG- �^T�` 2.22 A6!f�<., - oE�� 0.711i LfO rJ6 A$L• : C,4 I r� 4t DATE: �vER.Y C1L71-Qd �+/C+I.OG�vI.% '..'�S Pc+(<' AG�,E�,«-. � {�'AR�r"�St !'�Z•r'.�1r.��1_-�: ��Pr''L7�L� '�S ��`I�'!�I'�t'a '''�'f°i�:'�• DRAWN BY: bc/WI C �dP �t.hb PKc-.�'�E '%Z'' .. E-aye, ;,,� -- vrti+h�� TO JG;ti� vALvE 's2 V BTU FvK- ��-z ; c,AT;<..�. ;�� l.P•r••'1�40^P�. ��'r> CfS�•) L r' �� � CHECKED BY: M 5� y r�Ew�.L ��'� ISE PKC'(' :r G�HAL� i—�Aex– II PjI-� ;L��N * L T L— f LAM ---- - 4' L1 �.• % 1-/4' G w tj e,M E U !�G G P3�.'e _ REVISIONS: 40 1 ,aLl_ c_�r,�., �, r.,C ;. A4K.S C P� , lrr>'Nco c-F_ 4 &R.EI� h C E L. 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IT IS DUE TO _ ___ THE QUALITY OF THE ORIGINAI- T I ORHNING, 11,11 ,11-1411, Z 91L G� 8i -�I IIIG�I E�T I -O�l 8 8'—�G 19 r 1���Nil II I I I I I I I __ i ilil1i�i ,��ilii�i iiiil� i�lliiilliti 1111111 ii��l�ii� 1��1 ����11111 ����I���� �i�ili��� ����I��iir . �I 1Il�I�I�� �I,�li��►���II�I�I��I� ��►�I►�������i►�1 111 ���� ►��il���� ����I����I� ►�I ,►�I��11I��I� ii,lliiii 111 111111���� 1,leiliiil�i� i►li�iiii 29 � �: ) 1990 .--- • J U N , �, ',2" TKC1 P - b- rlY �J• I�f Yf qI � U1 � '� r� \ bl'I Tyr F'7Et ►�T 'YP. w o - G 7 — 4�tr rIG, G r r r+J 4 tr Prb 1Y� �IY2 ® i -� i �r'L" h'HERA h�LIGAd.Gd ' � 4o / t . H . ' / �� .. 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" ��rb.c+fT- boT a-o a \ SM� 2T !(r1)r2''rDl�ptr< boLT 4.P} ri. Lever.KN 4•v P1 LGP�gt1L fo c J,'yg' ►as �1) LFPdER TYf �l!1/,L' �TofF1• (�_ � WIZI Ir4ro ens rIJL U �U PURLIN TO W (�ON . G< fSLIN TO WALK CONN, bovTmv I 4,U&UN.4TO WALL C�7NN• G��/ft to L F.i� � Ir161 G �� I�Ur� i� "'(4n•I'-� I� 3ibls Ii.oE � -,� 'A"4°• I'-d1 1'1 3/4.11 .11.ptl I � 9. � I -D 2\ SGHEr7ULE # I Gal•IGoI• GAP 4 ft o-Lcv-. ��' k S P-7 LUJILI)INcv P7Utl.t]INC-,-j 't 1 OTHEFL� CoiLiv LING /i 61r+Pro q �- � 5 � J- - C4)hrh"��T �'�r!n.YLJaonr)au T — bL.hrl4��2'1i1 - A GOL. GhP �'oIMP: cGoi �i;NR GGC�i silr"IFcw-�i'/4 N.A. �f`� �. IS" y 4 yTo. 5'.L 4. 4 QTc. --TL. C 0 2TD. bTL. 4"90 [Tc 401`L- F;n sfL.Tom;n Gd L. ' PIP'E CoL PIPE e-wt,- P.Pt 1.1;)L, Wi✓t GOL. ___v hlr�r rJHJ'h.115i IC,TF Tf1'. I� yf . _ ✓ft. (oAPP'tr?) r lo' VAfe Io l l - (QJ/r'r '•[.*lam %y 4t ft .. It I o ,.5/b r lo„ It to * %2 I o s I/2 ri to ft q r''/4 7 i- 'HI (4)3/414 Pb. C4�°j/4/ 4 P.b. (43/4"¢ Rb. 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