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9000 SW DURHAM ROAD-42 I T I GARD DESIGN REQ% I F'�V Mc--ly 26 , 1978 Tigard City Hall 12420 S . W . Main St . , Tigard , Oregon SP. e Design Review 19-78 Tigard Senior Hi ;h Addition Applicant: School District No . 23J Request : For site plan and architect review o.F a 6102.5 sq . f t . addition , consisting of f i, ve classrooms .. Site Location : 9000 S . W . Durham Road ( Wash . Co . `rax n,ap 251 -,14A , Tax Lots 1001 101 , 2009 11025 1201 ) . Site Desi_ gnat ion : The site is zoned "K- 30 " Single Family Residential and designated " Ins tituLiona.-l_ " on NPO # G . Schools are, a conditional use in the residential zones . h Pre-i ous Action : A Conditional Use 31 -,77 on November 15 , 1977 the Tigard Planning Commission approved a conditional use permit for additional classrooms subject to the following conditions : I .. That tl) e agreement between -the school. district and Washington County for the future dedication of right- V_ ay ( 45 feet from center line } to acr.ommodatc� the widening of S . W . ,Durham Road be amended to include. the City u t Tigard . 2 . That five feet: right -of -way be. provided along the S . W , 92nd Avenue frontage when. an aggregate structural expansion of the high school. reaches 20 percent . Parking Requir(�ments : 5 spaces per classroom -• 5 classrooms - 25 required parking spaces . site Plan and Arch _i tc-�ct Ileview : The F�ppl. i. ,;ant is proposing; t:o adcl a i' i vr� classroom addition ( 6, 025 025 sq . ft . ) to an exist i nlr high h school , The addition is interior to the, site and will. not-, be vi ewc'd from the ve y <. R . THIS MICROFILMED 2DAWINGISLESS CLRTHAN 91 I i12 THIS NOTIwE , I ( IS DUE TO i 1 , THE QUALITY OF THE ORIGINAL ,� DRAWING. £ Z 8Z LZ Z 4Z Z Z Z TZ Z 6t SI LY I Si i E I i 1 I 6 8 L 9 9 Z t ,. ,,, Il lclllllllllllllil I , s IIII IIII IIII IIIIIIII IIIIIIII Ilii {III illIIIIITiIIIIII IIiiIII! III! fill illi Ilii IIII.., .,),11. 1111 IliIIIII IU,L �III Ilt'I � ��ll �+�tlIIIIIII IIII IIII IIII 111! .111 IIII IIIA Illilllillll II111II III11111IIIIliIIIIII1111IIIIIIIIIIII IIII IIII pro JUNE 1990 26 Y .w N�Ar ' P a Page 2 Tigard Design Review publicright-of-way . The building material is concrete block , stucco finish to match the existing building . The addition is relatively minor in comparison to the existing structure , and should have an insignificant impact on the site . A landscape plan h�is been submitted which calls for the addition of several trees around the improved area . The need for right -of-way and street improverrierzts on SW 92nd and S . VY . Durharn Road was addressed at the Planning Commission hearing that Nvas incorporated. in the conditions attached to that approval. . A drainage flan should be submitted for- building department approval . Staff Recommendation : Staff recommends approval as submitted with the following conditions : 1 . A drainage plan be submitted for building; department approval ( prior to i. s�suance of a building permit . ) ......... ._.._......................... 2 . As per Planning Commission Condition #T The agreement between the :school district and Washington Ccunty for the future dedication of right-of-way ( 45 :feet from center line ) to accommodate the widening of S . AV . Durham Toad be amended to include the City of Tigard " prior to issuance of a building permit . ichard Bolen Planni.ng Director 110 T � � � � � � � � � � � � � Ali � � � � � � � � � � I � ili � ► li rli AliiAli iji il � ill ill i1iIi1i Rlilili ill i i � ili i1i i1i i17 i i1i ill 1111I1i [ 1 11 1111 ��1 .1 1 10 li+il,� lili � lil � li 1111111 � Iil � li ilili � i w �, I 1 I ( l.. a ( i 7 �' • �i I 11 12 NOTE : f F THIS MICROFILMED J 4 � ----1 _----- �L-_.-- - UKAWI�1G _'r, LESS CLEAR THAN TH I S NOTICE , IT IS DUE TO fllllllllillwlli,i Illi llllllll iil� llllilll 11 .I 111111i1�1 ifIIIII 111 If11Ililili) 111i�iliiIIIIIIII fill IlliflliT THE QlALITY OF THE ORIGINAL 11107*11, 6Y � i 11 lot iz DRAWING " 11 �t '1111f11111II1 �lI �111IIIIIIZIIIIIIIiIIIllilillll� N �J • t i T I GARD STAID 1614 IMPRWtANM TIGARD SCHOOL DISTRICT TI GARD HIGH SCSCHOOLBID OPENING DATE: May 3 , 1985 BASIC HEATING HEATING HEATING HEATING HEATIN2 IIID WASHROOMS ALT. #1 ALT. #2 ALT. #3 ALT. #4 ALT. #z- R. :H. A. Gray Construction $119, 410 $27,884 $120700 $10, 600 $ 79500 $6, 100 $8, 800 O` M Construction IrA:. No Bid Slayden Construction Inc. 15, 246 29,457 3,207 11,024 7, 541 6, 093 13, 200 Norwood Homes Inc. 77,000 29,900 9,600 8,600 9, 500 6, 000 19, 300 Ajax Electric Co. No Bid River City General Contxactors 125, 669 210,993 12,000 100,000 7,000 5, 500 14, 400 C.F.R. General Contractor No Bid Warren Pacific Corporation No Bid I mperia 1 Mechanical 1 No Bid V53 . 3 S low, : .,-.. 04 . i ., � iliil.acicciccicciccicc ' cilcclicic �rlcciccicciccicciccicciccicciccllcllcccllllllclllcccccciclicic ,i, i � lcl� cccllcciccccccctictl , ._ ,._..—_._ — _w .��_.�....�•r• �� - 1 I I I i I1 I I I I I II + I�I i � I I. .I1 1• I .. ...1.�.4 ISI � I � �- II II III III III o . a , NOTE : IF THIS MICROFILMED 2 3 4 5 , 7 10 E 11 12 DRAWING IS LESS CLEAR THAN ------------- -- ------ ---- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL - DRAWING. E Z $ Z L Z Z QZ Z Z Z T Z Z � t � t LI" T � t t Et t i t t S L 9 Q F Z tllllll{1 !111,, ]I, 1A I UN1� 1990 26 .._..,..„,•...�-, _..-_....:«.,-•.._ -._ ---- .,;,;.,,_,,.ws.,.._.:�#'�-+n:•°-.:� ._. ...,.�n� �.,.+.....waw-e+.-�,...+cw�lew,r�l'Ip, ... .�*,�.w•-1t4�,a[1 '� �� I � C _.._,. 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PER T '4. >7 SITE ADDRESS Q?, ( BY ---TITLE.._ _HATE- ?,�-� •� y; �� cop.) % - cc LL L�L14 14A\IJ- .. � �..)4AM SulioNt^i a PRINTING CO..►ORTLANO,OR. nr...�.- ,-�t"r- wv- w fir. ��` � i ��•nn'IA�"�'at; t�e' '� s � � I`I' t .. ... . moi. _..._._.'r _-�yf_�.,rw..� �!:i. ,.. 4 -:�wr.._I..r•+��.. ..:Atia.M��rr.r.wrirrr.. .�� 111J_!i' it �1I_1 ULI 11�iIII� 1_1111_1111 III iIII�VI1II 1 ., —' �► T • °'a• .. .. „� t. _ 1407E: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN �--THIS NOTICE, IT IS DUE TO _ _ —r--- --- -- - 7--- THE QUALITY OF 7HE ORIGINAL DRAWING, i 1 £ Z SZ GZ s Z 4Z Z Z % Z i7; S ��t t Li i i t i , EllI L I'[ i I 8 IIII (III�IIII illl�llll IIIIIIIII II!!�illl�llll�llll IIII�IIII IIIIIIIII Illllllililllllllll!IIIIIIIII Illillllll�llllll�l ��' I IIIIIIIII VIII l I Illi' Iljjlllinlllll "' 111 Illll��llllll l ,I�Ifl,ll III, III lllllllll lllllllllllilllllllllllllllll lllllll►1 illl�llll llll�lll� Illl�li . 6 Nle 1990 2 - 4 1 - 1 GE.'.ERAL .,jTES 1 � � Design Loading; Snow - 2S lbs. per square fait, 4 2w Wind - 25 lbs. per square Puut uniform building code, basic SEismiC - conE: 2 u',iform building code. I Soil Bearing Capacity - 20OU lbb. per square fjot. I I Ousign Loads - LL 120 lbs. per s-�uare fuut ' 1 II ' 2. Fjutii-lgst 1 � Excavate all footings to Lriginel, firm, undisturbed soil. rx rn a 3. Concrete: �� ! o� Concrete for footings shall be 2:100 lbs. 9 per square inch at 28 days with amax slurp of 411. Cul.crete fcr slabs and bents shall be � imu m - I 3000 lbs " ,.I. ✓ X/i � r i--_�_ ? _ _ i� I+ I � per ayes o inch at 28 days with a maximum slump of 3 If Concrete for risers shall be 4000 lbs. wi m P au re ifIL-1 �,t 2H days a maximum slump of 31t. Tilt-up well pa -els to be a minimum � f th m 417 its l t r 26 days ild prijr to coinecti In of adjacent panels or bents. U 1, i► I _ I 1 ... lilt ` - _ 4. Glulam Beams: +~ ► IV��yrs/ ✓"�.s 7 T,,Fl1 N - - 4--_- A 1 combing vidr3 shop drawings for • 1 glulam beams to be tion 14 F Pry o review prior to fabrication of glulam beams Rsinforcing steel shall be ASIMA 615 grade 40 at footiigs, bents, and walls. ASTMA b15 grade GU at riders. �J b. Ru, f sheathing to be 3/8" COX plywood over 2x6 T & f, decking. Toenail 2xb docking at each support PP with 1E,d sink er and facenail with (2) ME r — each 16d screwahank at each support. Nail all plywood edges with 10d ss>!� 111■■111110 y. common If" nails, ti" UC. Nail race of plywood 12110L EW with 10d `' common lilt. ass: 7. StrULtural Steel: All structural shapes are to be NSTmN 3r,. All wards aro to be -with -� i _ '� `i'" /►'/C� I I I ; I I E-70 electrodes by certified welders. lam //F.P/-Yet �''m I r a. Special recautiors approved b the erl i Iner are o be taken for' ,p, � t I � _-_�_� �N L`I i �', •- r NI - r .. . .. P P PP Y 9�� , COO _ - ! of placement ocwhenever feepa ©so ra r}f arc i g+ 1I steel orothersurfaes exceed 7U° F. clrless tha400 F. _... 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I 1 DRAW IW IS LESS CLEAR THAN -- - ----- ---- -----L �.— __ _1 - - L- -- '%Ire THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORiGINAt S Z 8Z G Z �I�T 61 1 L 1 1 l 1 - j j t 1 I 8 g L 9 9 ► £ L h „ ,. DRAWING• (i(i (((ili((( (((iliiiii�iiliiii (i�iliii�► �(ilii(i(((ili((i�(��il��iiii��l!�� ii�iliiiiiiiiliiiii�iilii!iiiiil(i�(1,„I� �iiiiiliiii �i�il i I' � IlIII � I�� °� � � . . . f NEU 1990 �- r 1 ',may:=-_ 1"�•`'�-��'"--"- "•- �'•-� -'"_• _ . Milli / I —_'�+`.�~�.-mow --`''�-•.�,�,,,-'`.�—,^`•..,� .r ,••.�., �'•�—..,�,t ~�~` �:_ =� ;`,�,�` - . ..._ 4 - .■..� ..��.�.•<..�, {{ ----J - � �-- - a CO2 Lai low LAIJ CD /Y � 1 ' / I � I I I � I I I 11 _.�..—._.. w - —__ �I 1 • I � ■ - , �! I cz - }'� r Irl • • -�--�' 4--- f f W •, w 1 1 iJ i 04 I TROPHY CASE i A-10 Lef .� ,, �/ f �• ,l KIIMAM OTATIOM[RY•PRIMI IMG CO.,PORTLAND,OR. 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Bir IIBte l -i Imo,j 1.1Q`I`� �I`�-•�. �•�-• '��.e-�" A°PRUVI�rD FOR cQPls'rRUCTION , ; ._ , CITY OF T I GARD �_�� 1 t.�.�f'�i.i •� �l , • ---- --- - _ ___.S _-. - - --.— __ ' PERtA I T r �- _ __ _. ,-____._.__._.-.._ . _ .,,_______-•__. ) # ADT7RE,,S - ____. ____ E C'r- —0 � -- ^ - `� ._• -� �� - ___-__.,_. -- - - -- _ . _ BY r_w-. _ .._. . _____� ___.___._•__ - ___... -._._.__ _ _.___ _ �� ' TITLE 4 ��+ v ► r J - - - __ _._-.__. Tj. �i,.,.►�" !',J1 1� Oil• (, J-q�,i�, .e;4 , __ - 10 '\\\, I . — _ - ��---- -- - - -- '"_ - �, VALIDITY OF THIS PERM,$et a — --" R CQNIINQENT AN APPROVAL OF sulkIng must be completed CONSTRUCTION AS REQUIRED ay according to city codes and . - Q,. -__. - ___ _ __✓' !_5 �� _ '`•' -__ -- _.,� N final inspection made before TION ��NER�L CDNTRACTORS & SIII�-CaI�ITR��- - - - - � � -cam" occupancy. rl, CITY O� TIGARd �vv r_Jj 'Hf I�'d^G' - CITY OF TIGARD � RI w I `' pp__'IyN � TORS MUST HAVE CITY RI�S��LSS LICENSE T � SITE ADDRESS �4, ��.� 1�"�� • '1� ,ter,, : 2�- , _ ,.... , , LAND All NECESSARY CI1Y PERMAS PRIOR ��c3�__ � .�c�r�•�r-r I � i p - :_ I - _ ___��_ _-.___ � "` T, 6-) '7 ---7V TO PERFORMING SEAIRCE�,r "'A. 1.11N T'0►� �cJN-r"Y +max tif.�',f" 2�► .4A , �x 1.1�T� Imo, 101 , 20G'�I ►02 , 1201 HY TLE _ ----- r III M_Y - AM ANCMITILCTORAL AND tNOINEF RING SUOPLUS CO PORTLAND OREGON M .. ., _,-: , ,„ .- _. .. MW�Mr ? 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'. •.- _. _ �m w i L NOTE: IF THIS MICROFILMED J1I I I I4 I 5 I v II I �) ��L__�1 1DRAWING IS LESS CLEAR THAN —I ,-1-.._— _ THIS NOTICE, IT IS DUE TO _ - - - - --- ---- - -I-- - ---- -- r- - ---1 - THE QUALITY OF THE ORIGINAL OS Z 8L LZ Z 4Z Z Z Z iL Z 6T T _.L�_ i [ [ ET T 1I [ 6 B L 9 9 i £ Z iTI FA i �� ' DRAWING. �: rl, 1�ii�iI �� I , llIII�II�IIj�IIiII iiiih-ii Iuili�IIIIIIIIIIII 111111111 IIIIIIIII 111111111 ;IiI�III 1111111111111111111111111111111�I1I111111111111II1 ►►I1111I111I111III 1111111111I1111III III11111I 111111111 IIIIIIIII�" ,-,j111I�IlIiII 111111111 I�►11IN l � 1II1111I11,►1111►I111IIr I I I 1 90 . *i 9 UNE . v 26 j: I ___ _01,,,�_�� JUL i l._ i. y �i�' ►. e r�- •:a STRUCTURAL NOTES fiMRA'JI6t Il= 1. DESIGN: resign Code - - Uniform Building Code 1973 Edition OF Design Live Loads: Roof (Snow Load) : 25 PSF Basic Wind (Basic) : 25 PSF Seirmic: Zone II 2. FOUNDATIONS: Q6S'�JF�� ✓ � , ' �m design soil pressure - - 1500 PSF based on total load. Footing elevations shall a' be as indicated on plan. Foundation design based on investigation A recommendations by Gum 'e!~' '•��'C Rittenhouse-Zeman b Assoc. , inc. , dated December 9, 1977. 0 FOO 3. CONCRETE WORK: NE�'��1 ��oN NRcree-e sfiaTl have a compressive strength of 3000 PSI 0 28 days. Reinforcing bars shall - conform to ASTM-615 Grade 40. Wire mesh shall conform to ASTM-A185. Use 6 x 6 - 10/10 (6 x 6 W1.4/W1.4) welded wire fabric in all slabs unless detailed otherwise. Supply wire x' ..._.. .. -� r fabric in flattened sheets and lap splices 9" minimum. \ �54 •'u ; 4 PAIN \ 4. STRUCTURAL STEEL: 31ruc ura ani—miscellaneous -tee1 plate, bar, rolled shapes and tubing shall conform to \ P�,vctiq # , \ to ASTM A36; Bolts , ASTMA�07; b Welding. E60. o 5. CARPEyTRY: GtiPAw �oINT, I \\ i, c clyI rro ng Tumber shall meet the following standards, except where otherwise shawl: ' c USE SPECIE GRADE Sills on concrete or ledger -b—F— WCLB Para . 12� q and 123-b, "Construction \� \ v, � C �� F 3 \ CQ. o>, Pressure Treated UBC 2511 (C)11 I \ � � 2 x 4 studs. plates and blocking D.F. WCLB Para. 122-c "Standard" or Para. \ c h 121-c Stud " _ J \ % �ar5•El. •'-- - 1 \ C ro � �1N 2 x S A 2 x 6 studs plates and D.F. W Para. - N \ - — t" . P WCLB a a. 123 c o. 2 blackleg, b joists a. C-5 ri: n1 p M � y c ; --� PLYWOOD: fief•-ape w/exterior glut, grade marked 5/8" 42/20 - Roof NAILING AND FASTENERS: \ __.Lr s R I0'04_� P"n framing na n9 shall conform to Table 25-P UBC 1973, unless noted otherwise. All nails shall be common wire nails unless specified otherwise. \ \! � �n � �,r,,• +�� 5/8" Plywood Roof Sheathing: 8d @ 6" boundaries and sheet ends . 8d C 12�� 1 nterm_di ate supports . r - �., ,l Sills at walls shall be bolted to concrete with lit" 0 x 10" anchor bolts @ 6' -0" O.0 maximum andwithin V -0" I , 0 of sill ends and corners unless detailed otherwise. \ \ 1 Joist ha rs and other metal framing accessories are referred to on plans b 1 q � g y particular type as manufactured by Simpson Compary, San Leandro, California. 6. &QED-LAMINATED TIMBER: '`_ �te�.�., - .� • • ' . I \ a Ulued-Lam` na ember shall be Douglas Fir and shall conform to AITC 111-76, roof P water glue. All glue-la!n's shall be 24F. See specifications for finish A protection. 7. TRUIS JOISTS: \ \ \� S.AP A5� .. I •j.' '�' _ZL4FOfC .^4 S WLLJMNW 5 .'�- PX�Gr, DI IG• I \ F1N.� IQ�'o..� I -r . K� .ANT ,.p. G.' ~o &'0";, �;� - -1 ti+ �w� i \ \ � �• ur'A s s eon drawings for desi n loads indicated below: E y � ' V \\ Roof -�25 PSF LL + Dead Load �15 PSF) I ----- - J f R ' I le •� �10 \ ;�•-• L_r4 05 29 P"o N ---�1��-- T e> '�-----------•--� W --•----•mac E- --� � �i+•fs� / I GdI•iG.�,,•� Nq 16 „ i •y �1�.6E GU Ut:T ! s2 CRA7D.F_000S IAVCllei (2. CAL-) i _ ''f ramie-rre�►�G� LAVALLE H4VTMot-N r; 0.'L,_=`rM 0- AL'^=ICNATt` 2a1 FFG �'. :,s,.,._...� _.•_ . Truss ,foist to supply ,foists w/bottom chord extensions to walls , except as shown in drawings; nails for seat connection; all bracing, bridging clips , and pre-notched plates. 8. GYPSUM SHEATHING: � A� • "T - nai i w/No. 11 ga. . 1-3/4" longe 7/16" head, diamond point, gale. 6 1" o.c. �t->� \ ,�.,'• 6LEDlT�!a +rian� , '� all studs, top A bottom plates. r w ��\ `� GYPSUM WALLBOARD \ `T '�j` / .� �y h07 Dt'��ET ' I NIS• E- �:n+ti' �-- na w cooler @ 7" o.c. all stud, top A bottom plates. // ='�`•"'�''y l �' 9. REINFORCED - GROUTED MASONRY UNITS \ > __`� t✓� :� —_ . Design Criteria: Ultimate Strength: f'm 1350 PSI Morta Grout- 2000 PSI \ \ i / �.-� ... ... ;�/.�. -'t4A1>r V�PT- Cy) Splices in masonry reinforcing shall be lapped 40 bar diameters and 2' -0" minimum. Provide corner bars same as horizontal reinforcing. - w R �l.v� \ 18'• W• % I 4 THr�� ,2o lb10/o Iqv !l Reinforce masonry walls as follows, unless noted otherwise: - -- _ �,v .,T�or. oF EeV,OyrINKN #5 @ 32" n.c. vertical � j -itiF' rv�W V'Axr''& -;2 X y #5 @ 48" o.c. horizontal in 8" bond beam _ _ _ T�;,, Typical opening reinforcing to extend 2' -0" past opening "'"-•-�- - ' r•X��N�ioN -k'�N1 \ \\ =-- eT / \ Head: 2 - 04 in 8" lintel block \` " • _ I ' Jambs 1 - 05 rM _— "-»` JON , ..a Q7' 8,7 ... -__._.- --- -' �\ly"Ily� _.C%�IT�'✓N.,� ' �' � ' -- ��V•" �"ti ./'/ --"_�.1�"�"� +'• �. �,' ��'\' ` . �` �\ �� . � ,�J `I i \� • ° (/'� '•••"'Y d(, '1►a •/moi-��p�,,✓•�/.r FC:�. \ \ \ •.` ._' •. ...i.�r,ti ..._.._..-.. �"•�• "�'__� _ ��_.. .._... -� ''�'••• � -._.� i E 1 41 / • 4 1 {�r'•"�'��/I"'."'w'��.P r1J�ir h.•. �.� `� _. r _ �� 1 _ ! J (� •� V7 CP6•f�t�►f'�F� .�J-.-, ' '" ?� Ps E U WT5U 6,4. .!,ay.i L o'I i Gb _,.�--�'-� I vAL x \ '�, \ �• .,� �'`'-l'"... - `I •1 . . 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EMI hCA-Nrl' w'kL JlT � CW MZ 2 C6 � N V, MOUNT 014 SIDE OF BEAM AS HIGH AS POSSIBLE. r I I — �K AI �� 4AA-2. E>tIIN4 -�LJB�I�1�2. INSTALL TYPE "F" CHALKBOARD LIGHT 3" ABOVE TOP OFCHAI..K- � .� pP+IJEI.. '�6P•8" BOARD. --�- - s" 4�A-I. '' �;, I + �- - 1 O SUSPEND TYPE "Cl" 'I'O 8 ' -0" ABOVE FINISH FLOOR, USF BALL 1 /;� E3 2Afa••�-. � �-'_ � ' HANGER AND STEMS. ' _� -- �� r._- •--- �1 - � N, 40• i PORCELAIN KEYLESS FIXTURE WL'L'li 150W I . F.. LAMP . '1 INSTALL TYPE "C" FIXTURE ON BOTTOM OF TRUSS JOTST, TYPICAL. C t �� SUSPEND LIGHT TRACK BY STEM: TO 6' -0" ABOVE: FINTSHFD FLOOR. 4 415E i , I I vo 4 1 - 'f CONCEAL ALL WIRING E:IN WALLS AND ABOVE CIi,l•NGjS WHERE POSSIBLE. cc cc ---� = EXPOSED WIRING ON CERAMIC AND ART ROOM CEILINGS TO BE NEATLY INSTALLED AS DIRECTED BY ARCIIITLCT. 4. J -r ''A' t O CONNECT TO EXISTING PANEL "4 AND SPACE POLE ON EXISTING ' TIME CLOCK. I I L L O CONNECT 2 OUTSIDE .LAMPS TO ONE SWITCH AND MIDDLE %AMP TO ONE S wITCII. I::CISTING FIXTURE TO BE REMOVED. A II I•:XISTING FIXTURF TO REMAIN . I 'f2�h1GN 0 CONNECT ONE LAMP TO ONE SWITCH AND THE REMAINING LAMP TO THE; OTHER SWITCH TO OBTAIN 1j2 LIGHTING. O I-'� SWITCH FROM EITHEN LAMP . Ii cle) Q 0 I oat I cz IF 72 CV m mcy) .CF) ioI5 tiJca --r7 -ZZ-^ I LANGTON, MEHLAG & ASSOC. INC. ELECTRICAL ENGINEERS 6552 S.E. Lake Road Milwaukie, Oregon 97222 Ph. 659-6394 CASCAoir.A•[WPPI-19.OO..PORTLAND i.� yak '� +rw..._.... ..,... ^!e,Fr:- ............._,s. .,.h, 1.. #V''�• +�1++w3' - i�w '� III�IIIIIIIIIII 11111111111111 1111111 ILII 11111111 1111111 1111111 1111111 111111 11111 I IIIIIII Ili I Illllll I � IIi. .1 .11 ! VIII I � I �1:.IIiIlIIJ1i lI I1�1111 1111!11 1111111 V III I 1 2 I 4 15I NOTE: IF THIS MICROFILMED l DRAWING 1S L. ESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL -`T-- -- `—" ---__ - DRAWING. £ Z 8Z LZ Z 4Z Z Z Z IZ Z 6iIi Lt i i T I111 llllli��l lllllllll lllllllil 111►i111�ll�llll�l ll�ll�ll► I►IIII11111111111► �IIIIIIiI lllllllil IIIIIIIII�I11�11111��L�il lllllllll lllllill 11 1( 1 Ill Il 11�i� 1111 � , ill 1 I 1 i I a 111.I1111�,illllllll�llllllllllllllllllll•illllllllllllllliliillllllllllllllilil�llll�illll�ll� llli>illl: , .0 JUNE 1990 �- ........mpm PA I PAM w E3 sulwux FLUSH 0000" __..._ -- CIK _ Z R � ]11?� POLiI AIS POLE ITUN .�..�_I I I /i ��.,`�b ��►'L�-!oi IU. � - - - \ _ `.�- �� TTS I� i�T ?'F• r w'�f H E4�.as ```� I - -- ---- --- \ rv,l�r ,. / I 4 •, I N y r 11 ,. T s, 46 77 13 us 117 , I f t>IP` 41P 1, �Ap. ZIa63. � 9 _ _ uix- 1 L'' TTY (. 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MOUNT RECEPTACLE HORIZONTAL 3" ABOVE BACK- I � , I�` � �2 SPLASH. I / I I I f G1 �` i ZS 4._ I I , fi fi 10- . �} rVERIFY EXACT MOUNTING WITH ARCHITECT. �� 0 WALL EXHAUST PAN W1TH :PEED CON'T'ROL SWITCH, I ; ► 1 � � � � i'IG T1.1'1"�F�CL�;�r� I r ... � _ '/ IL� 32 1 + FURNISH BY MECHANICAL, INSTALLED BY ELEC- TRICAL. LEC-TR1CAL. - , " . a I"'r o rJ E. - - i-_— -- --_. - I / I ♦ I I 38 MECHANICAL TEMPERATURE CONTROL PANEL. L) 7 SUPPLY FAN 3HP 480V 3 I I I �" yr _c 2AWL / RETURN FAN , 2 HP, 480V, 30. t �� I I ! 1 • 9US SIZE �_� MAZii BA'L�R I�.lht..l{._ I `1 CEILING EXHAUST FAN. j I II I'I -=G?'�1 ` � II•Z�,� -�__ _ _ — _ —__ I Ir REFRIGEkATION DRYER, 1/6 HI' , 120 VOLT. I I I ( I . II AIR COMPRESSOR, 2- 1/3 HP , 120 VOLT . 1 L I I �J . _ —- __ ___ I r •*- I �it Lu X1.113-F-LL�K C'.J HOT WATER HEATER, 4. 5 KW, 208 VOLT', 10. � r EXISTING POWER, CLUCK AND PROGRAM, FIRE ALARIN, INTER('OM AND TELEPHONI? TO HE LOCATED TO TRENCH. RI.PULL CONDUCTOR AS REQUIRED, SEF TRrNCH SF CTION . I i I �,•„r, Ivt11t. ► Jr.1,1F'�-l,,r'�._t'55 I POWER - I"C - 3- 350 MCM 1. .�. . _.. ___ 4_ CLOCK S PROGRAM - 1 "C I ` M 12 C16 '✓ t_T 5ET 1 G N FIRE AIS A RJ 4 3/4"C ---�--- I I INTERCOM - 1"C TELEPHONE - 1"C I I I - _. 2 %'_'% 4ALl V! A.T 5P- t'TI tµ. ��. czV _ I �I¢ UNIT HEATER, 2600 WATTS, 277 VOLT, SINGLE 1 "- � I 1 * •Y �"' PHASE, WITH THERMOSTAT SET AT 350F, i -� ? h �N- I (n CHRUMALOX NO. LUH-02-17. I I I �.�-'♦"a'' I I , i � r fh TL JN L I N 1 EX 15T. WALK- P N L 4- A A '.... i 3 ?L a co "J N E LINE F E- E D [- R DIAL'iRA [ � �- o F-�- :17~ /4A0 1 1'.7 0� v - 30 - .'4. W WYE PHWLP\ FLLlI IR PLAN 77. A L E. I ba I '- I I" {r•� ► k,.7-1- 0> LANGTON, MEHLIG & ASSOC. INC. ELECTRICAL ENGINELRS 6552 S.E. 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APPROVED FOR GONSTR_U_CTI41�__ 1 9.1.f`l.� .. _ �__ CITY OF TIGARD � m I STAB ►t r�, � E � E -- � C� 1 /� - E I pI:*R114i 1, Iv S 0 •_,:SITE ADDRESS_ _ .3 �rnooht �E�� ' tY TITLE _ DATE �� I I 10 IT I `t vv - •. l r '' CITi w OT E S I ____�_ -- - �01J�/. '►NAI..� 1, t �f�lc r�5 .PZEF0Zi)lW GXPAN�ION ViN� 7D i I r VG Pl,C•E✓ W+�E12E rJ,�BS AD.7D!N iOUNL IT!OI / �o D - U i N 1� P J tJ( ,.ON � GC.� � G ®AY0 Ger 24-O I CYG a 14� -41I � - - 1 60N C Q _- >Tk�N TFC TO BE 3��"s �'�• 11 AT 26 DAYIO, �.. L EC I.N D 1 3. �'-Z �N �G N� OAS 'T' EM A�llln iib ;IWAG'5 6 0 q 1 S 6 ( 7 ANP W, rv, F M 60KIPORm To AzpTrl A 4Z7', ARE. OF ,' a. 21 MIN. 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