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7090 SW FIR LOOP-4 Mrd CKENZIE ENGINEERING INCORPORATED September 9 , 1977 Citv of Tigard Building Department 12420 SW Main Street P . O . Box 23397 Tigard , Oregon 97223 Attention : Ed Walden Subject : Toledo Scale Project # 77164 During our conversation of September 2 , 1977 , we discussed ; your concerns related to the sales office for To edo Scale , a division of Reliance Electric Company (permit no . 1677 ) . I discussed your concerns with Mr . Hilton Smith and have been instructed that L . R . Squire Inc . will inspect the footing support conditions to insure 2000 psf soil bearing pressure . Also enclosed you will find a storm drainage plan for the proposed building and site . Please call if you have any questions or comments . Yours truly , Lynn Takeuchi Architect LT/lg enclosure Principals: Thomas R. Mackenzie Eric T. Saito M. M. Breshears 0324 S.W. ABERNETHY PORTLAND, OREGON 97201 PHONE 503/224-9560 If gill NOTE IF Tri 1S MICROFILMED' 1111111i � ii ' ! 11li121i1111111I i ,I , . . DRAWING IS LESS CLEAR THAN -- ---- —. - ---- THIS NOTICE, IT I;; DUE TO � THE QUALITY OF Tf-E ORIGINAL DRAWING. Z Z 4 Z Z Z Z T Z Z 6 I I L T I iJUNE 9 — I I! fill III 1111 IIII illi illi IIII IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIII Ilii IIII IIII IIII .III III! IIII.,, II �lII IIII II�i IIII Ilii I �ILWII . 11.11 IIII IIIIIi�,�l_IIII Illi Ilii Ilii Ill) Till Illi IIU IIII Illi IIII IIII IIII IIII Ilii 1111 IIIA IIII illi IIII IIII - , � = - y.t: 2 1990 AmA N s ,o e Division 2 . SITE WORK GENERAL A . Assumed soil bearing pressure : = STRIPPING A . All loose top soil , organic material and rubbish shall be stripped and removed from area . B . All areas to be covered by paving , concrete walks , pads and floor slabs to be stripped . C . All soft , Diet , or soil of unusual condition shall be excavated to firm , natural , undisturbed soil . D . Specified filling material to be placed over area to required heights . EXCAVATION A . ' Excavate for footings , piers and slabs to sizes and levels shown or required . B . ,P.11 footings to bear on firm , natural , undisturbed soil free of organic material , or on engineered fill . FILLING AND BACKFILLING A . On-site material , free of deleterious organic material , may be used as structural fill within the limits of the building , underneath any concrete slab on grade floors . On-site material should be placed in 9 inch thick lifts ( loose ) and compacted to a density of at least 95 percent of Standard Proctor maximum dry density . The moisture content of the on-site material , i . e . , gray-brown clayey silt , at the time of placement should be not more than 2 percent wet or dry of the optimum moisture content . .i w � {,� � � { � NOTE • IF THISMICROFILMED' � I 1 4 'I C�L - I-- 101 11 12 DRAWING IS LESS CLEAR THAN - -- - TH'S NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL �- DRAWING. Z gZ LZ Z SZ Z L Z YZ Z 6I I I LI 9i 4I I EI i T I I 6 8 LIIIIII IIII IIII 1111 11111111 1111 IIII 1111ILII IIIIJ UNE 29 4 990P If a shortage of fill material exi:ts , or if the on-site material becomes too wet to compact properly , imported granular fill material may be used for structural fill , consisting of sand , sand and gravel , or crushed rock . The maximum size of the granular material should be about 2 inches , with not more than 5 percent passing the No . 200 sieve (wet ) . The granular material S-hould be placed in 12 inch lifts (loose ) and cDmpacted using vibratory rollers or plate compac=tors to a density not less than 95 percent of Standard proctor maximum dry density . B . Backfill to be : GRADING A'. Grade areas designated to elevations indicated . B . If grades are not adequate to provide adequate site i drainage , notify Engineer prior to start of work . 1 dL• NOTE .• IF T HIS MICROFILMED Z 2 4 5-E DRAWING IS LESS CLEAR THAN --- -- --- --- -- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. g Z Z L Z Z 4 Z Z E Z � Z � Z Z 6 I i L T T � T t E t T i i � 6 g L 8 Q f � Z I „ M .- •---��.-. - .. 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( I I � , ,,,,1,,.� �..� III ISI III ISI III ' NOTE : IF THIS MICROFILMED 1 2 4 5 1 11 12 DRAWING IS LESS CLEAR THAN - — ------ — -- ---- - THJS NOTICE , IT IS DUE TO DHE QUALITY OF THE ORIGINAL 9 I Z 8 Z L Z 8 Z Y Z Z Z r Z I Z O Z 6 I L l i i i E I I i t I 6 8 L 9 Q f E Zlllli1111111T �� ,� Iw DRAWING. I.II llllll,IIIIIIIIIIIIIIIIII IIII III�:IIiI llllllll,lIIIIIIIllllflllllll IIII IIII III! 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LY u I F _ 7/4k'•r-1Lv.ro SUM FLfx p t-L Ln " 14 l i A x 4 St no L: i I f x _.__ �, ( . _ I > W W Ifl 4 LL -mss ..:-- - i ! _ r � _7-A 4 3T Oa),r� /oul i i 01 �►C"r ► O N � � � �' 1x4 Fu¢"; T 2 c,a-r,14 > �p 1D>t T Q t L. �..._..»._ . -� �. - T _ - l'J oT y7 Po Sir T` TT i It _ f �j o t 5'r r i p iarcn ...� � . ,� fat.'1/ i's I ON 5 _ r APPROVED: CONSTRUCTION N , I 4�x t a" -t-rr�t.-r'u / ._. _ __..�, -- ._... _ ' CITY OF TIGARD ra. R'tv ►� 1 �-1 ED FOR _ l ..!v' _ .. ._. __ _ ._- ___.� _� P -L-�1._ SITE AD t / „aG'© ,r PER S DRESSZo2 ,�,� .�_p _ _ Awl �s Eau) C.'f s C,�. v L-,o.•• N O. -._ T z•r »_ DATE z .K 3 / i _ �p L!aT ac. �' `S loft I f � -� — - -� -WAD—- Printed C4* N4 v � . vtv . i DEC 5 197 L7tT 4r L L CStTAO, 1r —03 __. ..1,.. _—__ __. C!�` _____ ,___ �. — .,M MACKENZIE ENGINEERING L C T I O d ' .GT I t'a til �. .. E Y 4 L t 4E.T L (zD. E T/� I L, ( -� INCORPORATED --- ED t- 5 L L_ F 2 oot i. r ► �� L U 4 � � ! I I I ►•1-11 III III I(I I(I I I III III 11 1 41' I I I I III III III I(I III III I I III I(I III 1 I NOTEIF THIS MICROFILMED rail ISI ISI IS41ill � ISI9 III�III�II i I4 I I I I I I1I ��g 141[1 I[I Ic�'_DRAWING IS LESS CLEAR THAN � _..,�....-;,.,�_.._-__-� '�"•" w , THIS NOTICE, IT IS DUE TO r THE QUALITY OF THE ORIGINAL. $ !3 8 L L E ffillilill DRA.�ING. Illlltt 111111111 I11111111 (IlilllllIIIIIIIII 111111111�� i'�il ulilllu IIIIIIIu 111111, II11111,1111111111111111111111 III1111!lllllllllu IIII!1!111111�1111 IIu1111111111.1111 IIIII1111 IIIIIIII IIIIIIIIIIIIIIr111 I , J UNE 29 - 19 4- p' GENk:RAI_, N()T"E:S: 1 (U') Nord: =D11 WICV 1S,w, VA1. Verify and confirm all dine n>•tio W W �I7 a na. Tinct eondlttc�ns shown, NutlfY Engirweer of Y 1 p r to start of work, Z M�a+�a�ill►l(1 •�117�- i an disc rn'firm, natural.WiAL.1G. dlr N, It, 2. All footings to bear o s undisturbed ®coil, free of organic trate- . --___��,�� _ tial, of c� n engineered fill. 3.ro f��wto►IdJ vGzIF'r , ri Assunvd soil marina pressure 20(X) psf. W 7N N >I> '7 'L� 3 I IQ•O '�: '�� 4. Concrete: N �\ �, C 125()0 psi a 2A days maximum slump �# o q ' o !3 rIR b. Floor slabs: fc -- psi at C IIldX1111 � 5 2500 p. 2R days um slump 2-1 %2 . Reinforcing Steel: w a. Footings: See drawings for reinforcing. Ail reinforcing bars ASTM A-61.5 Gr. 40 deformed bars unless noted, +a LL d Floor slabs: ASTM A-185 welded wire mesh 6 x 6 x W1. 4 x W1. 4 w, w, ni. C. ' Pilasters: See drawings for reinforcing, tie sizes and spacing, 4 -- 6. MEtale: U ' • o r All steel plates, flat hers, straps unci structural sections shall be ASTM • A 36 un leas noted. b. All lxslts AS1'M A-107 unless noted. _ k.: c. All flashing and co g unto flaahl • ng cap ,heeta3, reglets, down�lpnuts, •sed gutters to be 26 gauge galvanized unlesA noted otherwise• i d. All welding �r AWS Standards by cert 1 Carpentry: � _ itlec welders. I 1 a. All nails to be "Common ' nails, No box nails a;lowed, � - _ . _- _..__.__.._•_ _ _ . b. Lumber Grades: 1• Studs: D. F. Standard or better. 2, Plates, blocking and ledgers: V D. F. conylr•ucrion K 8 grade. i1 (� 3. Joisw: D. F. 41. Urllc-:� a h�erv��4,i: .totedLL lY. N� 4. Sub-purlins U. F. #1 f _� l'� LAW 1I� "`O17 -_ 5. Glu-laminated beams: If 1750 psi rltcp, use) . . .... - psi, yy - 165 s i• f4, Q. • o I - UIO �� +� exterior glue: Onuglas , lr or EOU labs t�ir r pl ` 450 pt;i, 1�1 0 d • � 1� ��►, 98. 8 rad l ie mf it tom bt ned � o (liemfir in inner zone only) Camberdead load and 1/2 live load. c. All w(x)d in permanent contact with masonry or e r t to onto r c be lhressure. treated. 2 d. ''X brace all joists w maximum 8'-0" on center. e. Solid block all joist; over all supports. f. Roof sheathing 1. •5,'8" APA plywood with exterior glue, 32 !16". ' 2. Nailing: tad a t „ • . a 6 ue .center alr�o�,tnr] perL�Ieter and Sd nails at 12 • ! on repter In€�rrici- supports. U n la�f•) othrrwite weld. - - _ _ g. Fireblock stud walls ;tit rnaxirnum 10'-0'' on center -(~ ��� ,y. h. Clans B built-up fire retardant rrxif Owens /Corning Fiberglas 0 IR s4*, �«,.. -�- _.._.._.. - - - COvlPAwC,`r" WMD System: .._� g *315 �• -� v -7 � �,�� 1. i ply fibet•glas combination sheet. ' .r 2. ! ply fiberglas perma ply No. 11, d. l 1 . Fiberglas perms cap. Q _ 4. 55 lbs. r�A o� kpq _�.�"a" .,.,�_-_�•�'�•. �" - ._.. 98 _— as pita 1 t. Mechanical and Electrical by separate permit. ,•� .,--' f G�-uul•.j:� CorI4��.` �I Q. Plumbing by separate permit. ��� 1! I G,�r 0 1 D t /frLl i-i:z:7iLo, r�F�L 2'2 e . . . _.- 9lt r 'lAf PoTil v.C., i 10. ]'oiler Room Notes: 4.....,_ .. ; _. © . R on I c� ' +F __._. o� • - -.._. c, 1,2110 � � I ~p a. Provide minirc�um mechanical ventilation of one air changed every ° . 15 minutes. IL b. Floor to be seamless sheet vinyl ficxaring with 6 rubber cove brae 1 \ 2I 12 a\ ICA —Tyr ..F� molding at wall, I •N t-�Nh► I c. Wills: 1 2„ W• P. $Y sapply ( ) c ac c x1d fl ' G p um hoard 2 coats �f Rc a "Ro int Glcs�s Enamel" system fr,orn floor up 4'-4" high at the rate of 265 & F. per • I _ _ -- gal for each eclat. apply (2) coats :)f Rodda "Porsalite 515" , high- U gloss enamel to balance of w Z alls and ceiling at rate of 350-4W S. 17, p81 Ul gallon each coat, '( �AMIr�CL� �r ------. ►��L d. Except for the projection of br,wls al)d wastepiping, a clear unobstructed _ jwM space 26' wide 24' high and 1.2' deep shall be provided under at least (M ,.�. �! 1 �I�.*�•,,`� , �.,.,� !a.l�i�:�r.•�•. r.tf���•�.•�i lavatory. e. Wherc mirrors and towel disposal fixtures are p>"c�vicicd install (1) each r 2 i -old 2Dl..Q�I 2.11�� II I 321- 11 1 A 40" from floor. 11. Sus _ ..-�. -- - �- ------- -- -- - - ,�- -- ---- . _...__-----�- peno:2d Ceiling: y.. a. Acoustical lay-in panels, 24" x 48" x .5,, 8" with flame spread rating of 25, Furnish in matte white finish. „� �„,G1N�t��.r�� b. SLISwnded grid: (cold-rolled steel) J° so,a 4 1. Mit in tees 1-1;2" deep with 15; 16" exposed flange with rolled cap and 9 t integral reversible splice at ends. ,I . ' 2. Cross tees with double web design, 1-1,/2'deci) and with rectangular _. .,..,....T.,. bulb with web extended to form positive interlock. 3. Wall mouldingcc: 1 -1 !2" deep angle with 1" exposed face, fasten with screws at 32" on center, X �iEQAR T R --� -�-- ---- 4. Exposed finish of low sheen white Barin baked enamel -- -- - ------ pp`�- .1.RIM Wire: 12 gauge galvanized at 4'-0" on center each way. DATE 6o �� 77 0,A . "✓1 DS -TYP -------, S. Cross runner span 48" on center maximum at 4'-t)" on center each way, - - ------. I- 6. Provide one wire Support to T grid at each corner of each li,*ht fixture. DRAWN BY: �'; S . 1 CVAR 1? _ , - •---- ' Secure wires to t-rnf purlins with :i,fl6" diameter eve screws with A ,4. 1-1 /4" mininILIM 2x¢ c:"i T, � Pb , � _"�•- ;� �-•_- -T--1 -�--- penetration. - CHECKED BY: `dee ' PariflC. Cao--t �'Ubricct4_incq Co. uirawirs95 For �ootIn9� Cana. Pore.] 12vvian . and Cunnectiuns not incJ;cnt.ed on REVISIONS: ,,� �ra��i►�g� • r, r :A , I I 1 Ohw N6/77 _rf':sls TG? � •�ov` .� 1J I p SI lTl�s _-_ -__ _ _..__. �. I , i P'F-,w 11 a 77 7'��. a� TD F�.EMAItil � ' a, &6TOFw G G•LbP� ! � A •• - bV (.X(10 W I. X W I s APPROVEDCITY OF CONSTRUCTION A�•L. "'t'R � avlti� v Yd 4- i p. ARD l W IJ L� 'J• D r Lp�_M _ ►,�I , _ - -- - 17F`s Lr T 'MAI #NW - - Ggu•IDI-I t� Rc�GI� PER I SITE ADDRESS_-.- -_.___- -- ---- — P' 1 I Y OPr HATUICk�. &ROW . -� - I AI - 1� rH!9E DRAWINGS ARE ?MR ...- C` / PROPERTY OF MACK6N21R M4 �"� �X �- ✓ S ,Qn BY ITLE_ DATE -_ I INFERINa iN[ORPORA r1l ) Ko •r �—_ AND ARE NOT TO r R4FIZA DUCEO IN ANY MANNK ,BxC!►T -- -- f:Xl'.�TINC� (t S _-______ PRoYl ► �I��i' �II�Q� II'�'I �'oN of M�LwRITTtN FJ%r I�011 X� FTC%. d "a A. SHEET_ Printed SEP 1 �3 1977 G7" 10 e ''u �G 2 Fe N�,,,E 5� EVAN' I oN 41, a 1I...011 MACKENZIE ENGINEERING of _ INCORPORATED Joe No, -771 Cp i 1 I�I III III'I 1 1II III III I III III IIr I 1 III III IIIA I III 1II II�IIII III III III I I I �i III.I 1 � NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO �. THE QUALITY OF THE ORIGINAL g Z Z L Z Z 4 Z Z Z Z Z Z L i i i i t i i i i 8 B L S 9 ► S Z l • DRAWING. ���� <<<� ���� �►iili�i� i�lili�ii �iiil�i�i �i��liiii iiiiliiii �iiiliiii iiiiliiii iiiili►ii ►iiiliiii iiiiliiii Jill IJill I;..,IlIJi I1Ii1IIIIiiiili111 1iiil� 11111111, Jill i���liiii iiiilii►� iiiilii�i ����1�1i� 11111i►1 1���1���� iiiiliiii �u�1���11ill,l���i Jili�iii JUNE 29 `"47 � 1990 ,or C� 4 A 40 L 221 �`� 2 1 au _ of 2� oI� 1 -,� SLA N1 I rVIV I ) 'wf YL6 (�, Jit -� I l!J r a W N � J-- uj - �g o _. _._._ ;T. . ._ - _ .C, • D INT• APA PLYNYC- . __ z 0. LC Ca P.5 U, 1 '-0" e NT, W/MVV' G- - ,� q �, I t� .�.__._. . .� _ 1 . .•--+---_ '._.�.. 4%4 tub i �_._ � . �O' titi .r,. �� i ' :y �.'•v'dw�V% �t MF�Oty -- G ►', N• I.c, h �v �y�hh W�I�� yu��. ATG K F-Z,4N NANc,�.� LA. ENo Jz� � r✓1 F--v�F NIA 'Li�„ I NCa Ca 4r L. E)M. 9 3 G Q -f .I x ;.1 " C;, . L.. P M . i ,� p� ' u GOF��G . h I...A W/ I T ; I !r_, q. w j --� 4x � W i 4x M,wl 4- W.'w, TO TIE 2x4 42146- IL 1G j ,kI GveR (si GRusl•t�D Pu�t_cr�5 Veto T , r� 3x c. -'�i ul LES110t.� OFF k; 1 I (2 H l Com+ NEa D H �-+t,+ �-G I �► '� 0 FAILTltiv>�) ,I PRY ITION) CA WT. V ,tit° I WA,,L. r�.� _ Z WAL1.• 'rYP ; 8'x VOID."_ , !'f i I 1 a NH 1--A tjT "A Zi, 10 a i, LL i I t� oI1 F L. �' �'L.. A. hl P ,w r I N ,� t�AENuidi�. Xx 1 AQUIFULIU U Q �.,�, �N`'0NFE4,. ♦f CG'S[✓ ,T,A 404 056"L GAN-j Z :tom s aNt��o�tid.1�; l � �.c l..- C ' 1�1 dLFH f't` x,Ivy MvrN►.441._. PE , 'T.l.l, L.• D T I Pte-»/'►T I ut`J y --- 1 N f'LaN?I � ,�N.EA � 3 l)(4} 9Sfi u P wA L.L.- W11121' /► 0 / In , '7 7 G e PA fk DRAWN BY: ---- CHECKED BY: REVISIONS: or�w 8�1�4,177 r� !9 (HESE DRAWING! ARE 14E l'"O""TY OF MACKR411E 4�1iG- INEERINO 1NCOR►ORATEO .'►.+EQ AND ARE NOT TU EE RIK to. OUCEO IN ANY MANNER.MCI"" WITH TME WRITTEN /ERMIS SION OF MEI. -- Printed SEP 13 1971 MACKENZIE ENGINEERING INCORPORATED JOB NO: 7 7 ► (o left � � � � � - � . � ' Ifi III III II , iii Ii Iii Iil Iil III Ijlii I I wl I 1 ,� I _ I 4 15 ( � I �.,� --- NOTE: IF THIS MICROFILMED DRAWING IS Lc-SS CLEAR THAN - - -_- IS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 8 S Z LZ Z DRAWING. 4Z Z Z Z TZ Z 8I f T L t T T i I T I L I - 6�--r8 - G -- 9- Q ► S L l r M �` .�...::. JUNE 2 9 (I�I ��tlll�ll IIIIIII�I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII �IIIIIIII IIIIIIIII IIIIIIIII �II�IIIII IIIIIIIII II�I�IIIItI'� I�I�I II��IIII I) � 1111111 I I � ! I I lull IIIIII If�ll I IIIIIIIIJ 111111111 IIIIIIIII IIIIIIIIIII,IIIIIu IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Ilulllll IIIIIIIII IIII�IIII • ,. 1990 "� ull rS, I yam` �4 V_ ' uj 240 C"A F L--A6H LS © LSI :'AINT I / a -_ _ _ ----r- __ - Tap __.. --------- C+uG•C�Nc�:, Af4eL. cG I p: �\ J I, i!!Ir*w• - I 0 q _ Y T - - .� r Lz.; d�-EA. �IVE OF CU Fa R 0 D, V,1,r 5-r4 I O T H Sl._Er.V,� I v1�1 �1�p'5 S & �,OLe EGL. AIS , K40 ! � —o aq�Ev M,�1 44 ( •1p; sr I2 W. �L.�VA7 IOt1S 3) 'AI?•l 51G PT. PLATT - lU t FRONT 4. FANGS. NvraD uNat6 roc rtv �`J w lcl AP�OV0 W1OLYIsp IC, I �trA I LJ f.l O, '71 CorL.G LAS� I'F311 'bU I l.T�U P 1 i Y -- QL "w PSota �,., 34 EA - --- G3�4 x -661, C*L.- f5M Q __---- - �'AIIJT STRI �E. PI.iP,•LIFJ ONE '51t7�. @ { 1.1'T ..Ir I I,/Z�A17 lr4'C��,1'YP ^� U 5�$aV PL`1''JVC7 ,'`, �,{}� �] G� - aM M i y �.�r o` `)•` Ft �. f / 12 i J� �° 2 U o. w pop OF � � 1 b /, `S 7P 0 C.t�G ►�IAAItf:Prh - - - ---�- GI►'I I�i01�.IC.• PAN r'L►- ---^i--- ----- _ �..r I' A 4 u f+� I r / + �- Tof Or Ot F.N'4 `J —► � �I \ '' � �� - �c•1 _ `� — II 3sX7d IO�XIC��{-I� I�o�l��lC� i J �`I'�" g�� `� _ p -+ I �_, 1 i Iv GDN Cy � '�` i W 1.4 W1 4 'JY`h'M � �{ v r� / �.� d 51 M P5C�•J A-S4 r� -- � �•si d � �n 1,�, 1 10 A 1x4 GE VA IL, y � / 4045 f/r" TDf' vFs IG 40-1 e �v f3:�KC.,. Axl f-rf�v. j 11G �IPH�• L I I 7 1 DATE I A55EM131.� I I -----" r�N ¢ g7 D P►PE Gv L. _77-1 L7_7_ _._ . DRAWN B ' L _ 1 _ t�IOW (aD-N I `ZL-0 CHECKED BY: L-Ac* I C- Q w j" 10*X 10 M 1' W//4; 314 Ir`� y I U°f� E'j � r � � REVISIONS: IP 1 177 1„r�,, her I o 1 wAwc 1. GOIJG �t,a� - �I..dOI�L •� hEALAN j — I r •MESE ORAM'INO! ARE THE � PRgFERTY OF MACKtNl1E NO- r+'�'/r AND RINO ARE 'N C 1 RT O RE E ER ER O�' I >1 44 DUCED IM ANY MANNER,EXCEPT } THE Q !I'C�M q/ MEL WRIT tlN-PERMr6- '•�...... W 1,4 Y W1,4 WW M. ow SHEET !.l'Gg,�„l��F•I E=CM �'•�,'�Lt�.. Printed r low I 5 c.� �� � � f �' P�! � � �C_T l �� N COL" f5 45 E o 15F.-AM G C N�1 , '+ Ildr t _ _ SEP 13 1977 �r�r.�rr�r���.�r� MACKENZIE ENGINEERING OF /�� INCORPORATED --- JOB NO: - - - 7'7 -.S uV��rn.J/«. � y -�• —,� - «wr ._. � , Y ' I II � IIIIIIIIIIIIIIIIII -Ylllllllltllllllllllllllllllllll ! IIIIIIIIIII ' 111111111i1 � 1L1111111111111111I1 �� ..; S NOTE IF THIS I�I Iii Iii Iii II _ HIS MICROFILMED DRAWING I S LASS CLEAR THAN J THIS NOTICE, IT IS DUE TO _ i THF QUALITY OF THE ORIGINAL g Z Z LZ Z 4L Z L Z tZ Z 6i t Lt 8t S1T , [ E.I i [t t 8 r8 L 8 9 ► S L l Till DRAWING. II . r 1990 •I TM lui �a 1 �i i i _ �.4'©11 -amu_ -Qp G EN LRA 1, NOT ES: Q ... (/) NOTE: 4-0ii WtFV e5W VANS ftp 1. Vers W W Verify and confirm all dirllcnsiun� an�1 conditions shown. Notify Engineer of Q W qc Y*AIQPaPJ •1C� �If7Jc'- any discrepancies Priol- to start of Nurk, Z O o W�-S' N 0 2. All footings to beer on firm, naatural, undisturbed Soil, free of organic mate- -� tv R�tAU►IN_ v6RlFr tial, or on engineered fill. � a 3. . . , Assumed soil bearing s ng Presure 2(XX) psf. LU I�OGAT I Gt•J --------- -- N N S�"2ol 3�' E I la.ol 4, Concrete: IN ;vk I _r N a. FootinLN, : fc = 2500 psi at 2H days maxitlluni slump -I". W (4) o ( 0 18o PIR h, };icor slab:;: f� = 2500 psi at 28 days tn;rxinititll slump 2- 12", •5. Reinforcing Steel: W �.. • a. Footings: See drawings for reinforcing. All reinforcing bars ASTM � J A-61.5 Gr. 40 defurnlc;d bars unless noted, ZV � � Q i� h. Floor slabs: ASTM A-185 welded wire mash 6 x h x WI, 4 x WI . 4 w, w, m. W Z t k C. Pilasters: See drawings for reinforcing, rie sizes a s � °Z b. IMet ll ±� and } acing, � ; 1 - tl: • t` �, a. AllI steel plates, flat bars, straps and structural sections shall be A V jr ' • - ASI'M A .36 unless noteflat Q � 0� N N � h. All [)()Its AS'CR1 A-307 unless noted { I� I C. All flashing and counter flashing cap shec-ts, r r lets. downspouts, and gauge galvanized unless nIr ►tCLI uthewiae. d. All tweldIng pers to be erAWS Standards by certified welders, ----" - --- 1 4 Carpentry: I 1 O'I-- ^u �t..ptt ,1, All nails 1(,, be common ' nails, No 1)<,x nails allowed, vj 1��_oJl 6� t►, Lumber- (;rades: I), , Standard or bitter. 1. St Lids: 1: Sta , ►i 2. Plates . blc►cking and ledgers: f). F. c:onstructiong raise, V 0 Q LL 3. Joists: l.). F. L1 4, Sub-purlins D. F, #1 fb 175O psi (lteP, use) 7 jL • BEV` X11-CDIt+�C� _ N 5. Glu-laminated beams: f = 240:) - QI ct__ exterior Psi, f� = lh� psi: fLl = 45U psi: _ } • FIJI. �, �L�'ti/. �- glue: Douglas Pir or L)ouglas lir and Elenlfir combined (f ientfir in inner- zone only,) ("amberdead load find l 2 live los f d. IL C. All wood in permanent contact with masonl-y or concrete to be pressure `' t rea ted, I Jd. X" Bract., all jc,ists at maximum '-()" on center. d e. Solid hlo L1 ck all joists over all srtpfxwts. - ,r f, Roof sheathin d�.- a h � o 1. •5 8" APA Plywood with exterior glut•, :32 16", � r 2. Nailing: ISd at 6" on crntett arcnlnd perimeter imd Rd nails at 12" - on center Interior supports. U-Oes-�, �f.f -rwl�s Notad. �'IQEWA ►� r I­eblock stud walls at maximum i0'-0'' on center ,1 'StM t h. Class "B" built-up fire retardant roof Owens 'Corning Fiberglas #315 0"0 FIR % = -_ GOMf'aG'r' WNID Systont: �� 41,(► i G!: - -Il t GA�Z 1, l l)ly fiberglas combioation sheet. 4- ?' -- - 0 -- 7. 1 ply fiber rlas rnla� I No g Pe ply L I. = of (��Q� �!O,t I���� I -�. Fiberglas perms cap, ty } ( �- - asphalt, �- 8. Mechanical and Electrical by �.eparate permit. F o. Plumbing by s:.-parate permit. _v N 1-Tr. f: l� - �_- H i o In AL-099 ...- _ _ . . ...... . 1c,iler Kln,t .t Nut-es: v It a, Protide minimum mechanical vena � � N n � I� � ��� l :i minutes, Il Ilton of one air change every � a � �2�,1 h. (:lac►r to be seamless sheet vinyl flcxlring with 6" rubber cove base h-- A P�lie 2v'' 12u0F1P _ molding at wall PI R t -1"fir��_ h!-t► g - C. Walls: 1/2 W. P. gypsum board apply (2) coats of RoOda "Roftint Gloss W I.I�N Lnamel" system from floor u 4' I I! p -4 high at the rate of 265 S. F, ler II J 14f�R gallon for ear" coat, Apply (2) coats of Rodda "Pry - rsaalite 515' , high- t� � 3V, (fir (�� 9�Z1 gloss enamel to balance of walls and ceiling at rate of 350-4(X) S. F per I Q gallon each coat, �- d. Except for the projection of bowls, and waste piping, a clear unobstructed , r Ai.T: r -A space 26 wide 24' high and 12" deep :,hall be provided under at least one Q �:"wTi:.•..� !:.HCl:�JC ;tyl�i�.rw:+�j� lavatory. i � ItU!�it��?t.,1E II � 'V IJ l..�`•.~r{ ! C. Where mirrors anti towel disposal fixtures are provided install (1 ) each i -Oli 2D1-00 ' IL -O '' X 21-0�! I - i fig ---� 40" from floor, - - - •h - _ ._ -�,� 1 l.. Suspended Ceiling: -� a. Acoustical lay-in panels, 2lx � � x .5; iwith flame spread ,..._•; rating of 25. furnish in marte white finish.' 4040 b. Suspended grid: (cold-rolled steel) 1, Malin rues 1- 1 ,'2" deep with 1.5 lb" c,xposed flange with rolled cap and ✓, ,t r. integral reversible splice at ends. // 2. Cross �a'4 s; tees with double web design, l -1 2'Ueep and with rectangular '�� %�A �q�e w'='% bush With web extended o • � g qs ' r t form Posttl�c interlock. PN 3. Watll tllouldin S: l - 1 '2" deep angle wit!, I" exposed face, fasten with screws at 32' on center. GeDAp 1" Rit�1 - --- -1 4, Exposed finish of low sheen white sitin baked enamel C='P-D�- T�'I'`� \ Wire: 12 gauge ._ DATE -- --- galvarrlrc.d at 4'-()" on center each way. D E 7 -- - �a , 'wt DE —T''(P 5. Cross runner span 48" on center ntalXilllUnl at C-0' on center each way. --- ---- �`' � b. Provide one wire 5u ,rt to '.-1", - .u...,....r..� ppo grid at each co DRAWN 8Y: � 1 corner of each light fixture. 7. Secure wires to rcx,f purlins: with :i 16'' diameter eye screwb with p , t-4, OrZ �►` ti,t x ¢ - �- ,7, r / � minimum penetration. _ _. ------- - ----- CHECKED BY: Pau+,c Caryl. FobriCutin Go. Qrawirl � ---�- --- . �} X �''� �' e S - ' 9 95 t=ar ���+ , n�� /G j I r.� ; I Gvne. Panel C�eSiQr �h� Gunnee �,n5 not it;c�,�al e� on REVISIONS 'v jg �A ' l'� ! i I Moc,kentia Enc i,- Cf_r I ALJ, SPACES MUST BE ENDORSED PRIOR TO Tp � IE'�1tiIG��/�.P __...-._ . _ ` ISSUANCE OF BUILDING PERMIT I �d � �I17� - � i I i ` ' ..•�.t,N, U fJ L sS hl G7 r�D -'1vIA 1'- PLANNING DEPT. Ai.L �FZ�EboV� � (� 40 TO PUBLIC WORKS DEPT. EPT. aty e * W.M . O /�9 Lo /- R �Ff pF''�T T[7 'MAIhl"1"�IIJ'' -� IM A Q = -�-- - GIeU`.,' N� (ZC)GI�. _�_ BUILDING DEPT. By VI "LeT 011111" 'l "AT1~pLkL_ 'IOW 1 r•T• �� - `" [!E DRAINING$ ARE THE W " -�II �1`L.. TUALATIN RURAL Data PROPERTY OF MACKENZI[ NG- ' INEERING INCORPORATED [ rY , FIRE DEPT. By �_ _-- _ AND ARE NOT TO •[ RE R� Data DUCED IN ANY MANNER,fiXCEPT WITH TME WRITTEN PERMI!- APPROVED FOR CONSTRUCTIO2 BION OF ME1. Pa tea?- CITY OF TIGARD SHEET a,. DRESS Printed _ BY �r 2 6 1977 FeNG �L. EVAT Iot14 U 3/41 ¢ ( ENGINEERING'— G711 - s, it "" MACKENZIE ENGIN __ OF V4 _ e l o INCORPORATED JOB NO= 77! C¢ Ila, 4pr t�t .• ..:� NOTE: IF THIS MICROFILMED 1I I 1DRAWING IS LESS CLEAR THAN �lt1tIlt Ilt I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL OS r8i 9Z LL Z 4L ►L 8L Z TZ OZ t T Lt T T T t T i t T 8 8 W L �8 J 9 ► 9 DRAWING, -I IIII 111111111 IIIIIIIII It11f1111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIII�IIIIII, ►1111111111! 1111f1111111111 .. w bl�l 111TIIII11111111�� ��11I11�� 11►111111111111►11111111111111111111►►11111111111111111111111111111111111111I11111►11r111 h._. N711990 29 Ir' �i r --- - !''�Q_+o q,4D �- " - _ - _ _- - q o 1 lo" V) - �-M -��- - -- ---- ----- o II 9 -'00� � W � W _ - o 19 � _ Z ZW i Z W a� N �� I - -- ! �9 ! 10"Xio :vrtp Iv1olop� �� -.. a x (� C , C INT. ,.PA PLY�YC:. NO ;JW 8 zi ��/ `L 0- f,XT . Cti P,0.►.�E.l.. ; ILAI ' Hot* gea N� 4160 ! �u. ����`� I _, - i ` INT- SUFI`0fLT5- IlA;,�=�-f� vp�E-k ,�N15E: I•lc�' �:� (S. Q N 1,14 MSV \ g� lk�� � .s - I0 O'rw.V%4 I MF ON P,r..IN - ----- I F Z4N NANGE.P, E�. ENG _Jv/a ou�� 1 �� gip; dL YO �� o I r a pC4,vvF NAILING 0 C4P,i 1 �� 04 F C� wl-iE� �IMr-50N M _0 q GONG , ��.A� w� 5T 2! :S c 4'• o• I i I lit 4--K (.0W I ¢X W 4- W. YY,M, �To� TIE ? j,4 SUPS- ; IgI rI - ot _a f- Gv � Lam'` �.12LJSI�tG� Pu�l.1��5 rO ci OL IJ N I.Fps N �` r I i L I G4VI f6L^'— I f4 Of E ICS i T FI GE I..-. i�'-*R. Q �-- (H D 4-t I Cir+ ,. � N�A D N 1 L� L- �•-• -- �. � � v - �► - to 3,(4,ix 3G'' Ca.f-. bM• I I 1L �- I 6, 3A,w x U w ICfc i CA IJT. A f"), C i VVA - r � 2 OL _j /�� �_..... �U�P �" �cam. � ''' ^• �`' y' - � ! - t 1L ---- OC _144-1 , i F u Fe,12 ECS --� • -- _o � WA l..L... ry f', ; 8 x I I ,} 1G► P ,t.t`PSoN �V (O" V IUB -' I d cQ I t ' _ � , fib• ��w � , " !�•�L. hILR , ; �, '� ..� I tJ c�- _ 4I rfawAL.It; �1 AL 1_4 2�1-01' 251--all �- S IL t�ANC�NiA �?UIF��L�U � � C� � •� �. Rte ,' �j 11 =15. ACG3 c\���. 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IIII (IIIIIlIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIiilllll ' 1111 IIIIIIIII IIIIIIIIIIIIIII I1111IIIillllllllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II11I1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI IIII�IIII • 1 `29 ' 7 � 1990 a j Ir' 1 t .I p �r syys' 1. + r—----- PAI N r 6579ifS - W W Z -- `'AI NT �TI�i f*LI • r ,; s ---- �. Gory � �''atJl°ill� . - _ -•-- � � ! - G-'►-�T'1��► � 1-� �' _ ___ _ ---__ _ r►� _ Id t� -� ih� II -�•»trC�p�►R- GCpC Z _ (r c c7Nc . FANsV --_ i - it LIQ Z f -.-- ��p ac�c�. -TYP; _- . _.. ��, Awes, -T1'P -,-�---- 01 6. r _ ,._ . _ I , - - �----- 1 •— - � E- �.—. ..._._- . .J 4+r. r. .-1 a.. ._.. ..� .-_ - .. �__,J �.-.._.... -< af.. � �_ .•._ rj (— —J 4.- ... :0)1`562 SIT& lr �1. 1 PIAN 6 Folz leu L-K E-t�P.�:� Q ` Ft v SHOWS" �I-.�-- I=F.�a I� r 't'kl�� �';�r�Vp►TfOrl C� FOR . ['kI w"r �"RI t'E e , -r-- ,--- .z; G ". .Ea. Itis ut✓ - U'SG R�ioDDA PAI�t : O�..� H SL-E• id► i �� 12T G'o.c A T Lo F�� I 0c n: GG LUr,r scLIIF ► �o. �. -1 EMt3�-D. MIN 4� �-- �S W. fr �L� V� I C?f•1S L3) �1i'AI tilj F RvNT �tl 6a N v�'ED IW WO , (I� AF.50VO W1OLYW, (' 4, 4o"rA I N f,l O, "71 Lo - tell --- G Lp�.•s "F31 (Sul 1.7�i u P � , � r�Yw'C2 1 - - jIM Pah -4;A 34 EA Gam'' „ V L_, &M `D �.. .. PUKLIN ONE '51D� r? i M - -- -- rAI NT STR l ('S i CAuu --� Wj __ --� GrA 6' ��a,�7 �v �,l�C.�F LAN1 I 4M Iv PuF��N�s Z>4 h1.,* �I_;� �,��ti 4-- IiZ Ab�?4�d'�c,TYP. f vt\I +5/3� P,_�''�!V '�rcAT►�. I 12y ; � 'U'-O'' c�c � L'• '-v`" �.� (� , •. � u r� �t�cl --�— Cvj1 GO►JG• FAN5I„� I� TOP OF OFEN'(4 7 +I ' 4110 D5 PIPE VX IDXIDOI-�D -�� 1o'xlCf'�'HI� .�� IISC� �► � —� :� � � o � '" ;, o "' � ? 7:,H i FIW ,iFI.�1k, ' -- I I i a0 t�NF. f�,M �����t-E �� IN. S T 4 1L V N R T•� ER Lw �1/AT 10 N 5 �G 10 N A � z d 118 = 1 '- 0 1l 1 i z x 4 � I�� _,ter -_ .____\,__.. _.____._..,� - : •;• v t���� _ loll %%�j Poll �-r'-' II 7U h G L + _ _. 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