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CY OF TIGARD S1 ote 5W, McCX1-44h4L_D PC4 Master Plan ( ENERAI CONTRACTORS & SUB-CONTH TORS N16 HAVE CITY BUSINESS LICEN Al All NECESSARY CITY PRMTS SRI IV01 MCCRAY'!fOrl CIFT[1 � UNION , --M..wL NOTE: IF THIS MICROFILMED 7 DRAWIC IS LESS CLEAR THAN //0000 THIS NOTICE, IT IS OUE TO THE QUALM OF THE ORIGINLL 43-1 8DRAW I NG, 1111I I _n_14P �ys;11111 IIIIIIIII IIIIIII(l Illlll,l,llilllilllllllllllllIIIIIII III Ill,ulll IIIIIII IIIIIII► � 174 1999 AY• I ;Xrir'k r� 1 1 V z / - - --- -7 - -----L V %Aw�' i � IOA� . 103 iD2 IDI I IDC 'I'f �I'I �' °I!i °I5 '14 4� r Ll&-4 T' d 181 1 q 1V '11 Iry 15 174 0*"tri N[c f F:-bV c,3 , .4(p 45 I X44 42 M a 31 No N � I I )f_ 23 22 21 2C 19 I I t � � � 4 � � -► �, � � � 10 II 12 � � V1 D_ ` ,tom.^-�+'�'�..,_.-1.�.,.--'*`r�,V.r--,I'�,.�n 2.- .•-,H:i'r:-,...7,,v-M..-.- 40' -ti.A,^?.-M't,,,v „!+'�-+n P'111'r-w-�i✓^^� --� V W' H W MoDonald Read Site Plan 1�12T�--f IV011 MCCNAv'•COPY C@NTl11 — - � -:: f .mn�•T,hyp,;�!' ;:.,-, ,.� :y,.- q.n,^m,. . a e1*n - ..-1i��:7h '_t�ry7C% t' - v^.d'iq ;:� r, ' IIIIIII IIIIIII IIIJIII VIII I IIIIIII IIID I IIIIIII IIIIIII (VIII ! 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C .F M 1 r_ 12 --- - I 9x9 ei fro, 14 S5 1600 1 660 1411 � � 0 71 20 3 000 11 lax 12F 2 _ _ — lax 18 I _._.�. 03 4 16 1600 r -04 3 ao !200 ky' / 18n10 7j 20 .3000 /l I iBK,A I a I y J 7 20 3 000 4fir arto 9B� o ' 1 © c X40 cqC> 15x13 1 12 '� li,' +5x1 1!LIS �)'r 1 " 1 jQ 1 9 , JbO tax 1& 8 I ' a ®r 2�S 10 1000 �1� a U 8 , 20 1200 200 ALL UNITS ARE ROOF MOUNT TYPE �x� , AI 8" 12xxt2 eoo u i4 sao 2 �- fqn-TE ' ALL CEILING DEFFUSERS ARE IQx�c 1 i I� „ _ �-T- 3�0 .�20 � �_- I FOUR WAY THROW IJ iV 1. E 5 5 �� ® Ip.X 1� 12x 12 i 1--.-�1 520 ,, OTHERWISE NOTED. 5oo 12"I 3911 d p I$x Ila, 9a LI Igx 0 390 15ri ISN Iqr, 12„ 1011 ( j I 1FxIZ 260 1(0 u I ,• - _ , I.1„ I ,a 12 12 x I 600 h, — 9A — -- 2gcIZ ")Co �`� —1 1$ ,31 - — — - i ;�- — -� 2 I r I I i Igo I 1211 l ' 24 x 1Fr •Vi 2 Ir4' x 1 18x10 2n 14 -1, - - - !- - - � -- - _ _ _ 10 K6 I I x6 2gn 1 �� 1I /71 ©� c 5n 8,r (t�•' 8�r 250 3p^ � N) IIJ© 12xr�.r 12x12 �� .�Q +?x�c I��� I i©) 15n1s, ,© 111 I � r �xNC © to"� I Ib^ I . LA l0rb I �cr, " I / 1 10x6 120 A r, 2�.7 g,i 711ii.'r '400 _„ * rte � 1 160 T• 64 llfi ►_ Koo L, - _� 9" 1 '`'� I t t -10 " f 9 K 9 (,cel IAxIo _ .._ 1�' y _ r _._ �L 3— - — —7'1 .� —X__ 20c+ -00� 1I 04 I . 2 l 2_00240 I �w 2 X 1 , 100 6x6 8 14" to � t_" I25 1�;?s 9x9 LST__ ` I ('w 6201 0N I Nr FLA N 0 I '_ ', FARSj ROEBUCK A COMPANY r BOO P �� IMPERIALNEATIf�1G APrO �� D. • SCALE.- = 1'- 0" PORTLAND, ORFaOry I • 4%:r1 '...-y.:Lrd'�.....,. n r� rC?�°qG •�atalCyv;.'. .. f �G '.� w..rm•f•,•,r, MICROFILMED lil1l1l Il 4 I_1 _1_-1 1l IIi_I I_I� �►-I I__-1._4-111--11i1 I 1-i-1 NOT-: IF THIS 6 �1 i1� 1 i1 i1 01. 1�1 i !� III II iI 1iI 1i I I iI iI i 1 I1 i1 1i- 1 2-1-) DRATING IS LESS CLEAR THAN ^""""'.--�' __ ----•�-. ---..-..._ _ _^._ THIS NOTICE, IT IS DUE TO _ THE qU,"i.ITY OF THE ORIGINAL _— _ _ �_— _--- ---- _-r- ,-- -- _ ------T £ Z 8 Z L Z Z Ji'i 8 ti9 9DRAWING. i i I! 111111,11111111ZI� � t� tiiliiiiiii MAY 7 a 199 + 7_ (> d �+ 41I T 1 I - ftst Elevation �1 yM G d � � 0 — Ul W East i Vl • North Elevation �j U) r ,arc �•'� � r �. I 'I 1 '1 m h 1'1 qo South Elevation Y' IVOR MCCRAI'S Copy CtNTaR abp .. hs. .. • , '—"�e.�. •--- + �. ..y t ��?.'-Mn,tt. •�-..►� �rliMillYrM�1�M�Yr.�.w .. !� ! i� ! !� i !�i i� � i1i Iii i1 ! !�! iii !�! ! � ! i�! ! �! iii i� ! i1i ��i i�� li1� �1�i�1i 111 i ! ! � ! i � ! � � � i � i � ! �� i ! � ! !� ! i i ! i � i !� ! � ! i ,! i � i i i i i i � t � i i i I i ! i ! iii �-�»=--_-..y,�,. _..,.,d..._ _,_- - -- --..�. .�a • _ 11111111 `Iilf3� lli4 NOTE: IF THIS MILEA ILMEDTHAN --�- ---------�--- - �,� ----_��-- - L -------- -�- --�-- - --� - _� _ ._ DRAW INC; IS LESS CLEAR THAN ;HIS NOTICE, IT IS DUE TO cRAwING. 11111E111Lt.1��Z111-1-1111iT1Z-1111111Y11I�1r1111111Z 111111 �1T - Z 8 t L t i 41-- 11111111;17 11111111 .Z , i111111Z�111111111_1_i9111 ► 11HE CJUALITY OF THE ORIGINAL 11f1T1911Tm, 11 1111i � 1 III1�11 MAY 7 . 11990 O T u-T I , SPECIFICATIONS Gr lI-cRRAL 1 iPJTERIOR 1 . These notes are. general in nature and are intended to set minimum standards Areas will be constructed as follows: for construction. The drawings shall govern over the general notes to the extent 1 . Fire extinguishers meet NEPA Pamphlet No. 10. shown. 2. Interior partitions const. as per UBC* sec . 2518 6(f). ' 2. The contractor shall verify all dimensions and conditions on different drawings 3. Interior partitions fire blocking installed as per UBC* f and in field and notify the design agency of any discrepancies before proceeding. sec. 2517 7(f) 2. 3. Irahection and/or job supervision is not Provided by this design agency unles- 4. Draft stops installed as per !'BC sec. 2517 7(e�. specifically provided by other contract . 5. Interior finish meets UBC* sec . 4203 3 and 4204 table 42-B. 4. Contractor, to provide all necessary temporary support for walls and floors 6 prior to completion of vertical and lateral systems. . Exit doors installed and operate as per UBC* sec. 3303 (c). T-- n 7. Corridor doors installed as per UBC* sec. 3304 (h) . I Ol1NDAT10NS (Df-sign Soil Pressure 1500 PSF) 8. Corridors protected as per UBC* sec. 3304 (9). 9. Electrical installed as per NEPA manual Nq. 70-1975. I . All footings to bear on firm undisturbed soil. 10. Mechanical installed as per 1973 Uniform Mechanical Cade. Notify design agency for inspection and approval of sub-grade -;oil conditions prior to pouring footings. VVV v Do not excavate closer than a 1 : 1 slope below footings . *Uniform Building Code, 1973 Edition,as corrected and adopted r (1?R SSUftE 7-r's 4cD) (� by the State of Oregon. d� C: .N 'RE E • 1 . All concrete shall develop a min. 28-day compressive cylinder .,trength of 2500 PSI . �, STEEL FRAMING SJI�F� 2 r. • fs lac�l NC�t Place and cure all concrete per ACI 318-?1 , latest edition standards. I 1 . All steel studs shall be 18 gauge x 3'.: inch wide galvanized I :a. Minimum cement content to be 4''. sacks/yd. (except slams on grade to be sacks/ steel studs. Screws attach to metal runner tracks . '� - vd . i Max. slump 411 . � r, -- -----•-1 6"GMU 3sd,l�( � 2•�5 GoN' IC><INF FINISHES 1 . Provide 5/8 inch ASTM C:-26, Type "X" gypsum wallboard; CONCRETE BLOCK 1 . Block hallow units b Em ire Building Material om an or water resistant type in toilet rooms . Attach to framing by self- I �• ;., . _ `t Y P 9 P Y, approved, No. 800 SP Rockface concrete masonry units, ASTM C90-70 expanded shale tapp nc� screws of type and spacing recommended by manufacturer's 1-hour fire-rated construction. Include all accessories required -- aggregate. Linear shrinkage not to exceed 0.035, moisture content to not exceed for a complete system. q e° ArrAbC4400 ­VE.1ri�3r Vl.�f• 1 'q0% of total absorption. p y _ - 2. Mortar - Type S/per latest t IBC . 1 part cement, ',- max. parts of hydrated 2 • Painting; 4 � - ,- a. Walls & GWB ceilings: ', - r. - - pj (•,MU , L� iEi-- 1 i me and 3 max. parts sand. .ol��• r 1 coat latex primer.. o �Y 21 5 LpNT ICEINf � . Bond beams - W/2 #5 bar_, hori.'ont�.illy c--it 4 0 o.c . and top of walls. - -- 1 coat latex (flat finish). 4. Walls - 1 #5bars vert. C 4'-0" o.c . and all corners and 2 #5 bars in bond be rn 0 41-011 0 o.c . and at top of all walls, typical . b . Trim: J 5. Grout full all cellsembedded items. 1 coat stain. 6. Dampproof with he odied non-fibrated bituminous dampproofing all 2 coats catalyzed lacquer (gloss as selected). , a concrete block walls below grade . 71 to 100 SF per gallon first coat, l )5 SI c. Metal doors (faces and edges) and other metals except hdwe.: pe,- gal'on second coat. 2 coats exterior alkyd resin oil-modified finish paint, semi- T- _ 7. All grout for grouted voids shall comply with all provisions for 3000 PSI gloss . r� a- corcrete with a maxirnum aggregate size of 411 , d. Wood doors (faces & edges); - 1 sealer/stain coat. o g 3 coats catalyzed lacquer (gloss as selected). 4 } A 0 REINFORCING STEEL 3. Suspended ceiling system to be cold-rotted steel, -i-bar type, W Z 1 . All reinforcing ster•t to be A-615 grade 40. Welded wire mesh to be A-185. electro-galvanized and factor 2 . Place all reinforcing per ACI codes and standards. 9 y painted Include all main runners Y '�'��1 �T' GE•Il� ` P�°'�T Grt.IV 3. (_aP all continuous bars 30 diameters minimum. and cross runners, wall molding, hold down clips, and all other A..1t1P8.4P6 ,AG'r Call , METAL. T1EG ,� 4. Double bars in watts around openings. Provide corner bars ^'-0" x -0" accessories required for a complete system. Acoustical panels -- - to be 24 inch x 48 inch x 5/8 inch square edge lay-in �__� P. U the similar ' 4 to match horizontal reinforcing at all corners and wall intersections. Provide to ArmstrongCork Company's' " � Design" � -- F�ieF f�LOGK-iNG � dowels for footing to match vertical Walt reinforcing. P y s Travertone Fis_,ured Deign tite. o Install 2 #5 bars continuous in all footings . 3��'L STV0 WOOD `�l"6Mll°�, ----- a 1 . All lumber species and grades to be as follows: a. Joists, seams and stringers - Douglas Fir No. 2 6" nom. beams and stringers - Do,iglas Fir No. 1 b. Bucks, blockings, bridges and misc. - Douglas F=ir or Hem. F=ir No. 3 c . Studs - Douglas Fir "Studs" t, d . Sills, sleepers, plates & nailing blocks, embedded in concrete - Pressure Treated Douglas Fir e. Glu-laminated beams - f0_400 Industrial Grade ' I ``� `MET( L DDDR »► 2. All joist or beams framing into (not bearing ons beams, headers or girders shall be supported with "U" type "Simpson" or equal joist or beam hangers . All post bears and post footing connections to be made with "Simpson" post cap and A'0%0 t4E,;L.A_ 41+t.0 e4- C ;P6C,1421N R'q'-fd post base. I 'T'C G E3Y CGh�'r'lri.LaG'r�A. 3. Block solid between joist and rafters at bearing walls, crossbridge at 8'-0" max. o.c. NC t ' AU'rGh'lA�L I`�I�- E3`( b .i f��►I ,J� - g✓b� rows ' yr, i 4. All gluey laminated members shall be notched, shaped and finished in -TV Maar CX% Rfaepl-t), =v t accordance with plans. Fabricator shall coordinate connection details with I manufacturer or fabricated connectors . 0 V 1 3'�L� Mir h7UU STRUCTURAL STEEL I 1 . All steel shall be ASTM A-36 detailed, fabricated and erected in accordance with . 1ISC Mr,nual, Seventh Edition. { i STRUCTURAL PLYWOOD SHEATHING j 1 . All structural sheathing ,hall be douglas fir plywood of Structural Ii C-C j ° - - -- I- 5 Ck '-o" G,G, YEKTI(-AL II II Ii Exterior or Standard Sheathing, manufactured in accordance with United States Commercial Standards PSI-74 . 2. Structural plywoor' sheathing shall be installed as required on nailing schedule, on plans and details, and in specifications. � Vl t)OORS 1 . All doors shall be as shown on drawings unless otherwise noted . Wood doors a ac'4G. WA 14- shall conform to NWMA "industry Std. for f=lush Doors" No. I .S. 1-73. i lollow ! 4 K�PI.<��G•ETC � , , ��'� �' D 3!�' �� �-up.rpr�� I /�, � rr etal doors and frames shall confo^m to "Technical Data Series SDI 100" ofi*.rlNdr. 6 ��„ yup � ' ,G� TUR�SfaOLb ul �_- tha Steel Door Institute. 2 . Design Loads: � � aop ° a-- a L Roof Live Load - '5 PSF ° e Roof Dead Load - 15 PSF .-- Mpp,G,T I~1Ll- TU S1 5 Seismic Load - UBC 1973 Zone 11 Co e a _ . Wind Load - UBC 1973 25 PSF Basic Zone 4, GONG6L4e, omovr izV1.�1E. -r MAGI T� • MECHANICAL Lx12;'1 N& Vl I ' r `�.` � 1 . By separate permit; not in contract; coordinate with mechanical contractor. - - P-L4'GCN6,.FeitJHC4n.T'I-t4 _- WArrl, INTI�Ja�z �F�.T►-riG►�} �� "iION 'rll�uT{�•Y tz INS(!I_A T LO N =�r1 2 ------ - d t. W CCt.�, F&71 I`IC� r 'G '1 5 CUNT I 1 . Stud walls: 3'•�" R-11 foil-back fiberglas. a ' . Ceilings: 6" R-19 foil-back fibergla ' - ( :,DES AICD S'i ANE)ARDS 24° 1 . All work shall he in strict compliance with the following codes (latest editions',: a. State and Local Codes (Verify with Local Building Official) b . Uniform Building Code lj r_ . ACI , RISC, and NDS Codes h 7 #A L_ L. , IVOR MCCRAY'111 CORY Cf NT[R r i * aw IMP '�I I I �I I IIIIIII IIIIIII V I I I I I I (IIII IIII ! 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