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8048 SW SHAFFER LANE-5 W 70 60 Go 40 30 20 >u B ��ED A� nC, 1�1r CONSTRUCTION OF ACCESS ROAD �. �f � 1 TOP OF RETAINING WALL (1'W) TO FOLLOW SLOPE OF GRADES I n1 NOT' TO BEGIN UNTILL SPRING OF 1989 j SEE SHEET 1.2 FOR CONTINUATION j SEE SHEETI.2 AND 1.3 FOR ACCESS ROAD ! XANER E. PUEDA A I a 4' cGHc WALX 3 r ca j wni K I PORTLAND, OREGON R�, CE SECTION OF WAY A 1651 v� E%IST FENCE TO REM.VN -- CE FDR NEW ROADWAY I TWIBS.S' INSTALL EN CC STS AND / REWIRED ACCESSORIES FOR I MOVE l6 NEW OPENING 4 EE I I !� OF QX, • EX1 T TREES F— — — — — �. — _ — — — PROPERTY LINE- ,� = © j O 3 33 11 FUTURE SPACES V 3Z 2VAOEA;FHO HANacAP c wAuc - Pr --- TREES — aLT'PATH ' . �% EXnT TREES j TO REMAIN 3.2 1 qE T + - I I I I N Cn S2 REMOVE EMT BACK TOP / 1 I I 34i BENCHES AID GEE ERS TOP SOL / � I _ E.XW SI I I ORAS TS 32 2 I GRASS I EXIST TREES j I ' I T TOP GH7 2 I uGH 2 j I - I D1 t n I FUTURE PHAS T r ° s o 11 a 44 IPA N SACS I R34' N �. TRA�ORMMER a 1 ' 9' , I u S ✓� - EXIST PAVO - O I IC PAD z o 1 1 5 E l HANDICAP RAMP y •J I HANDICAP AIL (2 PLS) 2 f I N 0° j. r — L TOP SOL AfPHALTO PA G Q I I I 2 DHT i I PHASE ONE :x Y 20 AKIN s Ac s I 11 o j �.I a o w I E 3 0 5� , I ,I I• I a 0 / LIGHT I I ` C I I TOP OF CONIC ^x R80' LIGHT P 1 I I E10Br BLDG I I \ v !O I ' 315 3Z 32 3.2 1 I I EQUIPMENT I - w j 2 I a ,\ I `4' GONG WALK,* O 1 I I TO REMAIN 7 t.l g r, o O `I+ I FIM E CJ- e' WIDE CONC WAIX / I I + 000 I Id 2 E'I I I EJ A712TW CK 2' YAOE / 1 1 o— a U - - - - �T - --- - I I R D3 -- - � - - - 34 0 I N "MINO AREA aA AARY i PHASE L 24,60' SF I I \ Z FUTRUE PHASE: 32,000 SF 0RA8S j I COMPLETED SCHOOL: 56,605 SF - FUTURE PHAS / EXIST PAVING AMU PARIONOPLAY 47f TO REMAIN' \` \ • I REN `aXST1RF7E \ ,'1 �� .', T WALK I �/ - � i 3 I — — -- — - - ----- -- _ - _ s 32 j EXIST FENCE —— O TO' I� ANS O O O , -� - - - _ �'I 9 Q./ 4) _ _i l ' I I _ _ EXIST. FENCE TO RFAIAIN LBEPAIfl F]OST '_ CnON of FENCF I PROPERTY UNE UTILITY VAULT' I O F-AND INSTALL. REWIRED RAMS• j UTIUFY LOCATION WO FENCING TO COMPLETE COISURE E W AC E•'A��V1r1A� + Vlvl Vr LTIMt16Rio EXIST 100 ACCESS GRAVEL ROAD TO REMAIN 1MTH MECHANICAL I �I VKaNUIYMAP �R UWM i — — — _ _ _ _ , .. _ ......_:_._._._ . — ._._._._.__.-;. ........ 1.1 SITE PLAN 13 IRRIGATION PLAN j CONTRA(.T ,R ACCESS, REMOVE s L4 IRRIGATION PLAN - 1 AND REF'L ,E SECTION OF S CONTRACTOR TO USE EXISTING e 3.1 FLOOR PLAN PLAN I E)USTIN(; I _NCE S, 3.2 CEILING,INTERIOR AND SITE DETAILS I 3 GRAVEL ROAD FOR ACCESS TO SITE 42 ROOF DETAILS I I !I Q M EXTERIOR BUILDING ELEVATIONS a° 52 BASIC BID-CLR! 1S/ADMIN. ALAS I I Q 1 1 6.1 BUILDING AND WALL SECTIONS , F1'NPE BALL FIELDS' I 62 BUILDING AND WALL SECTIONS 63 BUILDING AND WALL SECTIONS •t NOTES: e 6A WALL SECTIONS8.1 I - RRA I j I I TAILS 4 9.1 H.M. AND LLOW MISC. DTAL ETAILS I I INSTALL IP6'*BELOW FINISH GRADE. CRAPTIC SLEEVES FOR FUTURE ' ENDS. EXTEND ENDS` n ' °10 10.1 INTERIOR ELEVATIONS I � 2' BEYOND CURB OR WALK I I 4 q � 102 INTERIOR ELEVATIONS IGH H M.i GABttJETs-ELEVATIONS 1 71 0 I I 2. TREES TO BE INSTALLED UNDER SEPARATE CONTRACT. i Iz r• 3 ° �t� I 3. PROVIDE FREE STANPWG SIGN FOR HANDICAP PARKING 1 14.1 STRUCTURAL NOTES 4 GENERAL DETAILS STALLS (2) I2'xlS'xl4ga. ,3'-C' TO TOP OF SIGN e1/qua+nl•H�• , 142 FOUNDATION PLAN I -. VED toR STRUC ON , 143 FOUNDATION DETAILS 4. CUTTING OF EXISTING PAVING FOR NEW UTILITY LINE IUILL CIT't' O CGARD 4 6/ 14.4 MECH. FRAMING PLANS 4 DETAILS I BE 'SAW CUTS' AND REPLACED TO MATCH EXISTING SCI„100 149 ROOF FRAMING PLAN _ SUBGRADE AND PAVING. PAVEMENT MARKINGS WILL BE ,PERMIT NO _ ITE ADR S _ 1� 446 ROOF FRAMING DETAILS I - _ _ REPAINTED. II q 14.7 ROOF FRAMING DETAILS a' 5. SP£ D gUNP (18' WIDE x 2' HIGH) PROVIDE (5) I BY TITLE tuaLArm 14A ROOF FRAMING DETAILS u ON 'T IS DR4WING AND AT ACCESS ROAD (SHEET 12) PPG I . L - ! DATE 14.9 IMC TRUSS DETAILS Ir U 14.10 CONCRETE WINDOW FRAME DETAILS I� TMb Tjo - -I I Q BN 10 UNCAL LEGEND 4 DETAILS �Io- 15.1 SITE PLAN-MECHANICAL I I ASHIN�TON COUNTY a ya rvl�ar 152 SANITARY SEILER PLAN 4 PROFILE (ADDENDA al) I - I I IRE I TRIC' NO. t, 153 FLOOR PLAN - PLUMBING - IFIB15A FLOOR PLAN - HVAC s� I I L4E PREVV�NTION BUREAU j 155 PLUMBING DETAILS I j PHO 649857 ij 156 HVAC: PARTIAL PLANS AND SECTIONS I 1 5 5B SCHEDULE15.1 HVAC S j _ - I I r �,lsv1:0 INED S O 5 I/8' x 18' GLU-LAM BEAM (FOR WET CONDITIONS SERVICE) j �_ _j I ~I 5.9 CONTROLS �� nVED LOLY APPROVED DRILL FOR 3/4'4 BOLTS-IN EXPANSION SHELL. COUNTER I I C .^.S R �UIRED SINK AT TOP W/ WOOD PLUG ELECIFICAL ECT NS REQ,UIRED �H V T LETTERS -BOTH SIDES - VERIFY SCHOOL NAME W/ Ib.l ELECTRICAL SIT£ PLAN - I I 1 V.HEN F MING COMPLETED 162 LIGHTING PLAN I - I 11' 11 To 0 r HOOL DISTRICT 5195' _ I ICUNAL PLANI 2 UPON BUI'C I OMPLETION a 20'-0" SEE SECTION DETAIL 164 SPOWERF'LAW .._._._,_,_,_.._,_,_,_,_,_,_._,_,_._,_--._._._-_._._. _._._ _ _.PROPERTY LINE y 165 LIC-0-!TNG 4 POWER P' 'N - MECHANICAL r — .—. — . — ._._._._._ . _ ._.— ._._._._._._._._.__._._. 4 E0. SPACES - _ 1 16b ELECTRICAL DETAIL6 o. PROPOSED PG': PROPERTY AND ROAD RELOCATION 1 ww} E - SLOPE L. _._. _.. _. __ ._._,_,_. _,_,_,_,_,_,_,_,_,_,_,_._._. _._. _._._._._. ._. _._._,_,_._._._.— ._. _ ._._. _. _ ._._.,_-_._,_,_. .._._._L_.J I i PROPERTY UNE G` 88411 . . T L II ' ROUTED LETTERS AT BOTH SIDES OF 81GN TO I GCER BOLT AND 1 FINISH LLESTAIN ETTERS - STYLE0TOO BEEELVETICA MEDIUM 1 L — L - PAINT FACE Or STAGER LOCATIONS— — — _ _ _ — — _J 9' HIGH. (VERIFY SCHOOL NAME WITH DISTRICT) I SITE PLAN 1 1 GRADE LINE L, BASE - 2' BULL I' , 3m' N OR TH f NOSE 11/1'0 GAILY. PIPE SPACER LET INTO BOTTOM I•I ` 86 SCHOOL SM DETAILS ", OF BEAM - GROUT FILL • L1 v4'• I'-m' DT50ha02 —� �CONC BASE _ 9ECTMDETAL - 1/2' at'-0' F E.F!•ill riu. h9t1 L,1�9; 70 00 50 40 30 20 09/11/88 _ _ 6 I OF 4' . ,w AA� .w.A�R��I\�Iw'rd17 A��, .r�.�.e,..�e �•.+����rer�.e„^'�I�� "”' _._ . ,m.. ' ' iy 11111/1111111111I111111111IIIIII II!III IIIIIII III11111111111111i l II I'r111111111111111 II111111 ,I II II IIIIIII I[)II1111111IIIII1111111III IIIIIIIIII1111111I 111IIIIf II II III III III IIIII111 1111111111 " i NOTE; IF THIS MICROFILMED 1 2 3 114 115 6 7 IB 9 1f10 11 12 ,. DRAWING IS LESS CLEAR THAN N U THIS NOTICE, IT IS DUE TO '1 I r 11 THE QUALITY OF THE ORIGINAL At DRAMtNG, OE 62 92 t2 92 S2 W2 E2 22 12 02 61 91 LI 91 51 bl EI 21 11 01 6 9 /. 9 5'���A��11 L 1 '2 - ✓IIIIIIIINNIN1duNIIN14HNINu4H11NIIII111I11111uuINNIOHIIudn uINNIINIIuIIII IIIIIIUIIIIII IIIIIIPIIIIIIIIIIIIIIU1111 111111111 INIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIUIIyIII!vitt UIIHI�Nl119NIIN19tltl97LWU!II�INFI�HIItlWyYI ` •�.R•�K 7 /,,A� A l 1►.1 J (' 1 1 9 9 1 MICROFILM SERT'IFJM: ,) G Co nmerGlel Mlcrofllr•1n_i. Pracs•ir1 +L S•Ippllee Portland, OR. 9.a6fa, WA. b .t,► 8Z 17 . ,( 1,Z, !sv �5 R= 230.Oo' ,� did $ } G = 46°5/'13" 6 ` � ^i 'u � , �7g it')"�- �h 110°Sv Nose.• _Z � n W �v N v o 19 a r= /06192 ", i v Q 4`star dpipe ,C^- L = 204.44 i- .See Ora 4,,,ry h%s /.3 g /4 lar k, a ; Z y h �� "t, " C=1999 79' /'. r, ga ti on and Power - sings �, >! 8 � 4• ° 1h this arev. � 116. o� g �� CB- s 8� 51:g7'E � 4 °p � � b 173"19p J���' 99 1 It 1 ane.v , O 41 \ J O I�,2 y6g• I �! �G�a t G�1 11Z�t ~ +�'' ��4' ITo= i 9 17�'°�P y `' h o Q - ° �k iT `� 0 116' G I�' O 'u o 3 h- y 9 h ,3 s �.+ r 9p, 10.5 ;`, .t o W �� /, a"Md0/6 I �Y �' Q V : W � O I- 111 w/a uo >J }17 i' Concrett � '� \ Q 3 Z h h Mbrk , '.._q' i, 11 I Z. ` C. •-hyo•/;I/,"- /N$Ale (0 ,dsphe/t RornD 19 a 'k•,IL <�h I{ V, v 4 V I f 1/6B.B \ Q 13 2 w/F.KC.Aram P/pe 11�' -: - , . I 1 I I / W ti hi 81 • fel 89 �,. I t �►apre )p Ik tai Ib� , t � ' h � h "I 0 W h o o'h ^� 1 _ L-IP L.P. `. V !0 \ �' R C, 111• I --.Ccncrete Curt) r� P\ l 1} Ii /1?�' IA9 l3 189 r"`s 9' i n `'k %� v i` {1;i te' ' < J 1 I VN ibj, �- �C��►ry `+p V w/L a•Conc.dprvn ,� l 4 t {0 111• 17 099 / `. f )•'' 3 W 2 J b e `� __ 'o - 5 t,✓r, IP I• 1.9 9 w I b 109 s"F! { / W G t6 . 66. b6. 2 o b h Z to 1 h 'b -;may �.-ter/ sz�- , , s•�.ro�>/� s nt ° r' 1 p h ►, �$i 2 W t I 1 F t , I6 U h y ° P 11 Ir ®s{9'�s- ¢�c 1 • r L (,1 S9' # '� " °;iB/ 5 I 110'18 C/`{y I (•�.r�ll�' 16�sP. `�'�\N Ibh 2 c� { v II s r;' r \ h -t� 1 .. 7 8 i � � /` fi4' 3' �..- __.ice 3;z_ .8. 8 /_ / 9 H,f'OPE1, C1 �r L nk fRnce m._. _9 999-. . 4- j9'1•$i 1/ 1 9p ; .� ��•:/70 S 1�-•^MI6 ' i g • / ,� y1 V 5.>L ti, W a 'TY N •S V �' j ay�h �� I ���''. \ / 4,5pha/r Ramp �'11/' ' �0� 4_ e o/um / I +A �/ I ^` y�, W� f"f O q / E•^ f 0 I p� roNe REIA/NING/ *ZZ ?E h w I` W'Y .. 41 (/ r-".-.- € ` I / 11.1 _� w P.Y.C. DrdMn 9" i 1 r + " / �i9:rPAG. �' 1� •a9 II `M tt~ �'� 1 r NOTE Denv4w.400#10� Curb {7' % BA - e /gym .. RA sS - / ---- -- --- •s_ _ SS DUST r^, ,,. o�,.., .•*rnw r,�,E,r►•. 9 /. ti• rk N N w 0 ` P II� �Z /bpr/7L� - � ii /1 9 173•Lci'flQ�t -/B'NOr.9Y'Ba,'- � t 6 e;a !x=r� ,'' 1 C I `"ds!rb top ,ecdb/e - � � ;� �._�- � �i/l P - - Ib ..bv -1 ..., - � � � � p ^+,, / 2 COn'C S,OEN'AC E' I 1 85 I� 1 .8 •3'W///p►.. 6 17 j1, f�Efd,r)irX� B// �``*W. 1n r ' "i I I I 11 - / eo{.. / ,D �f" • , n c 7 €€k It / t /Z y r• '•`. y1 'D.dArtv. vaults B"Plum � _ f,1, g F r � e Ar/ . ' '� ,v Evectr/C 171. 8.r 1..-_16 - -- -�- --�---- - -- - r r- X34 /2 ' C.S.P. -O.0.�30y16 _ /' '� w 11� p 11 { i �y t"� e aF G Cori �c "J - -- 5 1 / 16h` 6 ,�5 j61a r'a 7 S r 4 /'/ - - - I t �v P = _ c A i€;) r 0 �1 �'. h� {11 gg I •�I�r'j6Y� �,:11i.W Tw .-•, _ 4 - / (6 / / / I I (� sp r'. g �6?.y 6 b { _ I�� 16� 0 4,- 2 ' \\ Ilm -. � �ay� Sp 8 . {11°6"P/Um I I :0F - -�ti � Sp 'U dFi (b� �� 'I� . _.\ 4 {1n P IS i1 It_ 4 As�•cc�obr r ; � --�. o 0;. `sLo ayy ! w r. aFiv V L.P /Zi 7�g "'�•� \ 7 '•, " 7,0��' 3t/yP;�, f1a/J4� /ititwl.XfS / �'`� C,Q A.s S I °SP• f /� k}9 P / '� CRASS - - �, 4 1i Q• .res. s 171 ;� 1/ *.'.+1•+"' r-14 �'h//eC -1' / / i / V / \ ��is+ II �-4 C''� •S /I " ;•` `ll '. " I •1 L (* It l°M'Pine � � / j , 16 \��y' / f O �, 040 •�•A�um ,� / - (. � / .� 1.11 ao L,,,L..: 9 L , 0ti .6`Piu�i �x� �r�"s > 5599 °i t / / // a\ `�► 2 3Sp \ o- r /P"O .� o bc° i t• 13 -{ 1" \ wK o �\ I _.._.._r_/� cQ 1''' / 2 5 k' / / to ,/ \ iQ,p l/ary 2 cL/r,es h /r- 11 ►� 1 11c v `� 1 r 4 I ' c-ahr 1+0 / 1 9 a i �k , / r 0 I ._.. { G 1^Ornc to Curb/R �' u a c� , I !$ ' r 1 1 1 / sS9ry' r0,v,,41&c1 � c '� % Kelter , �, .►� No/e•' "` // / i� % t 16" 5. 4p� �ece p a C.B.10 a \• wuH 7, �g K'// apron _ a � �_. e.1 '� �// / O / 16 G:� 2 6 / "` �ti ,Wts. u r-, W . �', /.E� 'bp.9t�" w.✓. Idl 8y 1.30` Ik; �a�� { Fy 1 �� Z 1616SP � V / / i / /161• IF,.I 'I � �. h W Cbr�>rgcrbr sha/, Pie/d 6 b 6 f/r ° �r4 o�PiPe Iv v. a3 L.�\ s 11�' 2, 17 / Z o `$ * dPPfh c9r�d/aCati�q of Powtr f!. 7 �s v f. �", qq., f_ // ,�I -; r Ri�oca +� avid Te/eahone �'raysing end ,, ; I ��`Sp' i / \\ 'moo a p.•fo-�t l 7 Q i 110 6 �a 1 _ wY COnc. Weler Ikyu/t `\, ` I gam' 9' ` Sigr� \1'.t�_� �` p ,7 i evv7sall w11h .41', /eCf /i / , � / / t) � s 6'• j6 r�'0: 1, A ` s.,;r' A2. Conic. /70.2 to top a pi f 1A It, ., b 1°6 / / sp / I Z P / �� v `- Nater Kd4(11 � € t, °v, .1 l 9 o x �' �� �ss.etntpoc�Pive 111,93"worn �\ / �f;h ,I1�1 o� 1=I^1sa M �/ / �� �/ / / / a �{4 e b o 'X /70.60 "$IO " / / / / / / / \ h 4 1 I y t ' O�',t,9O./o _ td 1 T!+'FA7MLNT AL.4NT'.S/qr1 ,y.3 It b� - IIt- _ Nola - '�__ '41", 9'_1_ , /SSP / 6a„SQ / 1 �' + a.� 16b�Af Y / 17GA p SPEC/F/CAT/ON,S' .• / / / \ N Itl'S y°, n Ex/,91•iny U..9,4. Rock m017ament 171,- `zw? f °3"P/u �'' / 1/ / / 3 ii0.3� . � 110.,E R/um M Y / Paveme114ti: 4 ' AC pavement, > / ' (2' CL AS,S 'C �'N 2"C:.OSS 6" CONNEC!' TO EX/ST//VG 0 C� fC7 b� re./OCD/ed �C _ �. ' ... .. ..o ! ..� 1 a\ ___-_T Ate/ �� � /' 9S STORM SErVER M 'NOLf r' 4L 9 a3H.Y. / 1 9 p• */.E:=/49.Bo I 166 / Bas9�, urse: Twelve-inch (12") base material should consist of a \ Q �I� L-- 111'2 // g96 SBH/ C'utd/l7siCh / ClJ/7a CURVE DATA 18 EXiStirl Curb/gqUIJ'Er R= /OOO.00' � � / / clean, well-g.•aded crushed rock or gravel conforming h ,10074 o�ndp ement"lellleC /J D= /6°34'4/' X6.9 to the Uregcn State Iligh`�ay Civision Standard ti 13 $ $ R= 2ia 5.00' R=20. 9 ���9 15 M.It Sp. I12' 1'%• 171• .n5 ,17 r 166 � Specificati!ns with not more t7 an 2 errant (2� y 4 = 20o50 9 " 15> a =67'22'v3" Ile \� .? T /45.es9' � � / P ) M N 1�1 1 t1 i Ly `�/ \ Sp, it0" L =299.34' � / passing the No. 200 sieve .wet. sieve) . The base /A rop-/6,g.go L =97.02' L _ 23.52" material should be raded from 1--1/2" exce t for the /E'/48.3 F,P, h'a. 7039 /Q•9 9 C=PGB•3,�' �'I � $ P (s s%dej R= 70'00 R- 182.4/ ' pram \ CBs N83'Oi0'07'E 1 / top 2 inches which should be a levelling course / ( '? , , v / r t � I I2, d- 6�?°3B:SF" � a=/4°35'.70 ' I s/ �7BULS � � / graded freom 3/4". The CBR (California Bearing � `"vvv/i L. = 7E�._s4 `,�/ L =40.45 /a9Pdg• U '�.,� 1/ , Ratio) value of the material should not be less tY,an 4"P/u,Y7 s M.V LaA* , r �` r2 =20051 n Grade E/eravIlo7s ,�°-", •r' S0, and preferably greater, and have a sand R=6/.40' R=/2./4' Itp,3 1097/Q 0= 9 ti` 0o'sp. equivalent not less than 30. The material should be 13) d = 2E1 37:53" 17> G =122°36'SB" , "YY ���/// 31/' / compacted to a dry density of at least 100 percent L =3C.6B' L=25.99' Q of tht. st !ard proctor maximum dry density (ASTlI 1oJ'S' I °M.K / 2061)8) . 15 P 1� .P= 2x5.00' R=33.40' . 14) a =30'07'28"" A=/22°57'29" 11 ' ■ L- /23.56 ' L = 71.88 " 4_ -.. .- - - - 30' SCALE. /��=30' ifOR/7. 1� Grading: After stri in the to soil (a roximatel b to ]2 / N.S'T. 4"GONG S/D w,OLK /'- - 16 ". inches PP $ P P P Y / ............ ...................................I......I............................ 3 11ER; ) these areas should be proof-rolled with a f ... 9999... . . , 9999... 9999... 9999... • 9999.. 9999... ... ..... .. ....... p •L•YJNL'RE,'"E.. ................... ............................ ........................ . : . . ' . . . . . 1 . . . . 1 . . . . { 9999 .................... ................................. ................................. ...................... .. 9999 9999. loadr;d ,, soft GE/1�E,4A 9999... dum truck or s mile v 999;9.. i r ehicla A C t .Y 4 dly P ' r : . 19 .� S M - L.. { . . . . . . . . { . . . . . . . >s� 7bP.FCU�('B� 5• € 999`9.. / . . . €�. . € € CA .f/�-O-e,RP r C ASF t y the roof rollin should r I I I { r H CR:owN�4�K: . . ;Q PE. t area that are detected b p g ;�,.. k 4 C PAveMNr o { Ito M:�• {{ . . { . . . . . . . . . : . . . . . . . . . € . . . . . . . . . �' . L, 9 9 9 9 . . . • I . . . . . . . . . 9 9 9 9 . . . I %: E"/Fv�tioos are seg' on C'i1y o1'Tggree,slarn. B.!'2 /s . . . I . . . . . . : : . I . . . . . . . . . . . . . I : : : € . . '' . . . . . . r 'S 1 be removed <tnd backEil..led with compacted structural �. € f { € 9999 . . . € 9999 . . . . . . . . 2"C'�Ass "c oN �� i . . . . . . . . . :/' toP of Section Corner Mon. CBSF��/�1b,Wind No.9{p) I . . . . . . 1 . . . . . . . . . . . . . . . . . . I 2/: . . . z' LASS Z9' /' C'O/`tBf T/DAr . I . . . . . . . . . 1 . . . . . . . . . i . . f i 11. i { 19999 • 9999 . . . . . I . • . . . . . . . € 9999 • 9999 _ . . . . . . . . . I . : I : : 6„'Cr/RB //E/6HT. . . . . +G . . . . . . . . Z'. . '�'� € I . . . . . . . . . . . I . . . . . . . . . . . S.K! BS aG�rJlam h'oalr�! �fCv /7.9. 7 I 9999 . . . I 9999 . . . 5• `:EleCii' �' CONC. cad". 011Tr- iR. . . . . . . . . . . . . . . . . € 9999 . ; /; 4 0, t. . . . _ c 'f r� , Z. tY/ t/ w U. C o to SA. / n I q 7' ant g d r t t ,o o l a.>Yi con / /blot . . . ..� - : 9999 c a : 9999 _- - -- --_: -_• - 1 { . . . . . . . . . 1 .0 Yeo/1. . . . . . . = - -- - - PE/P �sY' TSG . . . . . . { . . . . . . . . . We oint out that favorable w € !' . . . . C , ARD' Bather will be r e u i red -�T -. P �' i 4 19999 . , , �7vs err/e ... .�.. 9999.. 999:9.. 999;9.. ....... . ..............:............................ � ...:.1..... ... rra�. .. - 9999 . . . . . . . . . • . . . . . . . . . . . 0 //'i1•'7es. 9999 . as 1.• n r ,fTp... for o erations in wt)' - j wo. ? laWG:.:Arot,..: p I Loh Eine rained �' € _ € Ybt!/( ; ; /`' .� �w' •. .e. l�. . �! `� o i' ,........... P g _ are /.......................`..........................- 9999.. .3..�4/._ co/1Sfru i : 9999 . �a �' �... . . . . . . . . { /•• _ arrn...tQ. Ci, ard. : I . . . . : . . . . 6. . . . . { . . . . . . //`•.v ae •Aa ;^,�.. r/(� . 41; a '' ` ��_� /R materials 'G`t%CIrI /Id// I a. •r a a, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9999 rked; consequently, it would be advisable to y �r v: ; i� � eo °�o'd o ° e a vjg • e: / € 1 $+ € cy"S• Ole COOC.S 1➢/7d s d ds S olherwIse. . . ` bein wo h �1 . . . I . . . . . . . . . . . a a a . ( . . . . . . . . erlw$rRliL'TREr4lA11?C. f "'��>'`- . . { E ,.// - 9999 I .� I ' conduct the site preparation p P J . 9999 . �r i . . . Axle tion . . . . . . . . t /1101er r/ 19999 . . . . . W E �- /��r J. . . . . . ; . .'! /.' . . =i I . . . . . . . . . I . . . . hase of the ro act 7`S € . . '�. V I . . . . . . . . . . . . . . . { 1 . . . . . W.4GL• AVNE.PE OT D,. �r/� / r- /. . . . . . . . . . . . . . . . . 5 . . . . . . . . I . . riot to the onset of the rain season. In the p' `' . . . . . . . . . 19999 . i . . • 9999 . . € . . . . . . . . . :PER ARC.4</TEC''S JPEC'S -, / T //.`I. p y I . .;r 9999 . . 4. A/!pxisli�q v>'i/i.'ies grains ar-e� sub act tp mcrv�/ : d Km . . . . . . . I . . . . . . . . • . . . . . . . . . t . . . �'T 2 34 -0" CSL v��/ c' s i I : : : : a . . . . . a . . . • . . - . . . . . . . . € 9999 .41 . € I € € 9 9 9 9 _ ;n/::.- . . . . . . . . . . . . . . . . . . . . . . . . . E . NO DGfP E: € 9 9 9 9 . . Y r is er.eountered durin site . . . . . . . . .fleld i . . . . : : : . . ' b: . . . : _ . . . . . . I event that Cain weathe I 19 9 9 9 g :' /aca>e which/s >�e res��sibi�i>y oP�e . . . .... 1.... ..:.a...........I................... 1••' b I 1 { . . . . . . - , . C/�U1/✓E1J.P©C,!!�A.�CO SE' Preparation, it may be necc�sar tc sus end CORtCaiC>�Or. ... . ..............................:......................... . ..... O, 11. .20 U�' . . . . . . . . 1 . . . . . . . . ' Y P ....................................:............. : I . . - . . . . . . . . . . . _ € edW1AVC7ED Rr? 1 ................................. I 9999... o erations oL• u e { _ " a . ' n , : . . . . . . . . . _ . . . . . . . . . . . P $ ( i.e ....9.999 ..... ,7 CatC'/i ,/he•D L hco., /A ? !X' ;SY7+9rt OE' s a clean ca u n lar' material bo�S%/7S Sha { . . . . . . . . . : . I.... . . . . . . . . ,f ..J''x' ►� : 9999 I I { I ... 9999 . { _'ushed rock Cca,,..lar {9999 . . . J4' 1�,tt H' �`lQ GI , ;� M : . . . . . . . . . . . . . . . . . . . . . . . . . . . t . . I . . I ... d. $r ) fills can �B"Ol/ fS 3%ld CBS %/"O,v�r.7 !, d tb rlleBi. �, . . . . . . . . I . . . I o . . . . t . . . . . . . . . I I . . . . . . . . ........ . . . . . . . . € . . . . . . . . ....€.... . . . . . . . . I . . . . . . . . . 19999 �y_ I r € an aver or' - - ;n \ , %1 . . . . : 9 9 9 9 I . . . . 1 I € . . . . . . . € 9 9 9 9 1 9 9 9 9 . . i 9 9 9 9 I . . . . . . . . . ' . . . . 1 : be const ru:ted in any kind of weather and can oe !. 9 9 9 9 { I /O•�Oiay rCpvi'e/77er//"s. '� . ° W . . . . . . 1. 1 f . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . € . . . . . . . . . I e I . . . . . . . . . s. C'a�lCr><+t,? sew r U S�'C: / � A/ �1 ort even he S.• I . . . . . W. . . . . . • . . . 9999 . . . . . . . . . . . . . . . . . . . . . 19999 . . . 19999 . 9999 /1' HI . . . . . . . . . I . . 9999 . . . € 9999 . . . € . . . . . . . . { . . 9999 . . . ompacted to Supp avy structures with €€ . . 9999 . . E? P/,oC1bb'e,4 T.lY; C-14, Cldir '3: . V :% 1 I I I Ivo. SC.eLE 1 I com arativel modest com active effo f . . . 5 O . . . . . . . . . . . . . . . I . . . 1 I . . . . . . . . . . . . . P Y P rt StrL,ctural LtiI h : : : : : : , , , 1 . . . . . . . . . 1 . . . 9 9 9 9 . . I . . . . . . . . . i . . . . . . . . . 19 9 9 9 9 9 9 9 1 . . . . . . . . 1 . . :7,. /;'giTho% Hames f *p1ana'ard Carters .Pita// ,&C.Per ll... V I : I I fills should be spread in uniform lifts nut 1 I ' : .� .�,.... ... ... .................................. .. .............................i................................................................................ { . . . . . . . . . . . . . . . . 1 . . . . . . . . I!/asfili ton Cbvr� Std. , { ....... a................................ .........:................................. I I 9 nw No O-/%2 . 9 1............................ : I . . . 9 . . . . . . . . . : . . . . . . . . . :�i�9999 . . 19999 . . . . ...... ..........................•...... ...•.........,................... ................................. ................................. .................. ... ^ 9999 . . . tt h ; . . . . . . . . . . . . . . . . I . . . . . . . . . ......... ....................................I.......................................:.................................... ..I............ exceeding 8 inctle� loose thickness with each l if t �� . I . . . . . . . . . i .BY.__ C0NS71Pr/CZ'LO,Ir.. 0 i i ....I.... ...I... .•.�... . . . . . . . . . IR � . . . I�0: . . . _ I.. I.... . . . . . . . . . . . . . . . ghly compacted, as specified earlier. I L.' \, . . . . { 1 { II_ I I I thorou cg RESEED ALL ARE�{�..:D/STURBE KOsf/S'T. 'S6 � . � CROYo''N TRANS/T/oN . . . . . . . . . . . . . . . . . . t . . . . . . ` { i . V O. . . . . . . . . . . . . . . . € . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . I . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . { EA/ ,4ND Hy SERE Sf,'c�lVN AlS BAR . L SH'4tETS. . /� /1140TC.T✓ FULL. v r 9999 9999 . 1 9999 . . . . . . . . . . . . I I 9999 . . . I . . . : . . 999 . 9 . . . . . . . . . . . . . . I r / Q Ex/sri�vs� : c�aw�n� . . . . . . . . . . . . : : : : : : : : : 1 : : : : : : : : : : : : : : : : : : : : : . . . . . . I . . . . . . . . . 1 . . . . . . . . . 1 . . • . . . . . . I . . . . . . . . . 99 : : : : . . . . . { : : �--- �' 9, STREE• S CN/NC fsrR/PhVO SHALL dE�°J�R 4'/TY Oj T!CARA;STAI�L3�,�OS . . . . . . . : : € . : . . : . . . . � � € 1rXlST%N:C� :GRQIINO I . . . . . . . . . _ . . . . . . . . . I . . : . . . . . . . . . { . • . . . . . . . 1 . ictA��.swr / Y 1� . . . . . . . . . I . . I 1 . . . . . . . . . € . . . . . . . . . . . . . • . ; e e P ' s/1B/f�Id Ke.a mini 1/rl� off'4' )?:z, : . . . . . . . . . . . . . . . . 9 . 999 . . . . . . I . . . . . . . . . . . . . . . . . . . , 1 /75 p ............................:........•...................................................................................................................................................:.........................I............:................. .. ! 1 ! I . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . �- my I I rr� G�of� I 1 I i ' 9 ...........•...............•................................................................................................................................................... t I . . . . . . . . . .................. ................................. ................................. ; . . . . . . . . . { 9 9 9 9 w ft)yrsnv/sr L� >b./ . dboIle �"he top:of `/le! i �. 1 ..................... c•.r P�// P J i i { . . . . . . . . . . . . . . . . . Cr?i'UwN 7171? . . . . . . . . . . . . . . . Ae 9 . ae,� t i fy F B PofiiE rn8/r� �a O / fi ra#'ts'a ars . . . . . . . . . . . . 1 9999 . . L: 9999 . . • . . . 9999 . . . . . . . . . . . . . . . . . . . 9999 . . . 9999 . 0 CUR . . . . . . . . . . . . . . . . . . . • 9999 . . . . . . . . . • 9999 . 9999 . . , . . 9999 . . . • . . . . . . . . . . 9999 ..�... ,.. ,�....�/ �,�... f,,.. e✓to'�'6�y/r>b'/�ae.. I . . . 6 ga-O1°car P 9999 . . . : . . . . . . . . . I . . . . . . . . . I . . . . . . . . . d s/IBir.D_ grai7u/Br/ltBterra/�nati ve rr�af/. . . . . . . . . . € . . I . . . . . . . ma be v 1 . . . . . T r _ . . I . . . . I . . I . . . . . . . . . . . . . . . . . . . . . . . . . . Y o` ✓ erg). A/. packfi/f shaft De ----- -- - r' - - . . . . . . . . . . . . . . . . . . . 7- -=-,-•___. __,_�; I ,.Orn 8cfed to S i-�l d o'er7, l,J r _;-__ Z'_ --- - - --- � ,,, r,--.-,, ____�� . . !! 9 9 9 9 . . . . . . . . I I . , 9 9 9 9 . . . I . . . . . . . . . I . . . . . . . . . D . . y ,ca. .os,�iyof�'S7s s. _ - i I _ t . . . . . . . . € . . . . . . . . . - .--+ - �:.r i . . . . . . . . . € + . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . € . . . . . . . . . . . '��. _ �� I ' . . . . . . . . . . i . . . . ; a : . . . . . . . . . . . /70 � .................................. ................. ......:....................... ..............{.................................. .:................................�,na....-.._.......�....................:............... ........ 9999. € 9999 . 9999 . . . 9999 . . . € 9999 . . . ........................I.......................................:.......................................i ..99...........9......•.........9 i . . 9 . 999 . . 9999 . i I . . ! . . . • . . . . { i . . . . : . . . . . . . .......... ................................. ................................. ................................. ................................. ..................I.............. ................................. ........ t . . . . . . I . . . . . . . . 9 €999................................ ..... .....•.............. V . • . . . . . . . . . . . ............. ................................. ........................ �N 6!/1TFrP L/AIE . . . . . . . . . . . . . . . . . I . . . . S' CJ..0,/00: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . € . . . . . . . I . . . . . . . € . . . . . . . . . i . . . . . . ��. 1 . . . . . . . . . i . . . . . . t \ . I . . . . n + 9999 . . I I . . . . . . . i . . . 1 . . . . . . 1 . . . . . . . . . . . . . . . . 1 . . . . . . . ° V 1 . . . i . . . . . . . . . 1 . . . . . . i . . . . . . . . Q1 € _ 1 V i+ I € . . . . . . . . 11 �. - . . . . . . . € . . . . . . . . . ' . . . . . . . . . . . . . . . . I . . . I . I ; „ . . I . . . . . . . . . i . . . • . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . € 9999 . . . a . . . . . . { . . . . . . . . . i 1 . . . . . . . . . i . . . . . . . . . € . . . . . . . . . , 9999 W 1 I i -- ..:.a' € I € �, . . • . . . . . . . . . . . I I . . . . . i . . . . . . . € 9999 I............................... . . . . . , . u ............................... _ ................................. . . . . . . . . . . . 1 1 9999 . /6s ... ..................I........ ................................. ................................ ................................. i . . . . . . . . . i I h I '� I.. _ I.. : r . . . . . . . . . . . . . . . i . . . . . . . . ... .......... . . . 9999 1 . 999:9.. 9999.. 9999.. ....9999.. I... QI.. 1... _ _.' €... ............................. .............................� ..........._...............9999 �1 : _ 9 9 9 9 . W - .. . . . . 1 1... {.......................................€...•.•...............I... 9999 i s. :�' O/S4D: 1 _ { I € . . . . . . . . . m Q . . . . . . . . . I 1 . . . . . . . . . O . . . � . . . . . . . . . . 1� € € 41 . . . . . . . . . . . . . . . . . . . , r . . . . . . . . . . . . . I ���. { r a i--._.--' -.�- _..y � . . � 1 . a . . . • . . i . t t { _ _ {f Ti__ 1. ^ . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . i . . . . . . . . . . . • . . . . . . . . . . . . . . € .` . . . . . . 1 t I I I -.-�-._- _-..- . . . ... i._..r.- �-.-:• . : . . . . . . r. . . . . nom.` J 9999 m I . . . . . . . . . I . . . . . . . . . . . . . . . . . . . I . . . . . . . . . 19999 . . . . . y _. .-,� __��...'�i_.�a._ - -ari�• • . . . . . .� . I . V . . . . . . . . . I . . . . . . . . . € 1 . . . . . . ; . . . i I I . . t . . 1 0 € . . . . i . . . . . . . € . . . . . . . I . . . . i . . 1 . . . . . . . . . . . . . . . . . . . . . { . I . . . . . . . . . € . . . . . . . . . € . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . 1 . . . .......... .................................... ........................................ ............... . . . . . . . . . b S - 6G .......k. ............ O.'D / ................................. ...................I............. ; . . . . . . . . 1 . . . . . . . !Pd: . . . . . . . . . . -=�.u,�.. . . . . . . I.. .............................. 0' h 1... . . . . . . . . . . . . . . 9999 ................................. . . . . . . . . . . . . . . ... ................................ ........•.......... .. . 9999.. . . I . . . . . . • . . . . . ! ....... ..I..........I.................. 9999.. 9999.. ' . . . 9999 . . . . . . . . 9999 . . 9999 . . . . . . . . . . . . . . . . 9999 . 9999 . . . . ............................. 9999..___. 9999 . I I � . . . . . . . . . I... . . . r ° 1 . . 1999 . {... . . . . . V' . . . . . . . . . ' . . . . . . . . . . . . . I . . . . i ... € . � . . . . . . . . . . . . . : . . . . . . . • • I I I I i 1 # . . . . . • I„ S iI . . . . . . . . . i . . . . . . . . . I i . . . . . . . . . 1' € . . . . . . . . I : . . r . . . . . . . . . 1 . . . . . . . . . : a . : : : . . : : : . : : . : € . ,: . . . . . . . . . . . . . . : : : I I11 ,t. . . . . . i . . . . . . . . 1 I . . . . . . . . . . . . . . I , 9999 . . . 919 . 1. . . . . . . . . . . . . . . : : I : : : : : : : : : : I : : : : • I 1 . . . . . . . . . . . I . . : : : : : : : : : : : : : : : : : I I II 1 . I . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . I . : : : : : : . : : 'h . : : : . . I . . . . . . . . . W. . . . . : : : . : : : : : : : : : : : : . : . . . . . I . . . . W ..... .►..................... . . . . . . . . . . . i . . . . . . ...9...9..99 . . • 9999 . . . I /SS ..-..................................................... € € I... . . . . . . . . .... ........ ....... ................................. ................................. I . . . ...I.. .. .........•......•.................. I........................................ ................................. wI .. . . . . . . 9999.. 9999.. 9999. 9999.. 9999.. 9999.. 9999.. . . 9999.. 9999 ................... ................................ ......... € . . L'. . . . . . . . . . . • . . . . .........•.... .•. `I►... /7 - I . . . . . . . • . . . . . . . . L• s� . 1 . . . . 1 . . �. . : : . : : : : : . : : : : I : : : : . : : . . . : : : . . . . . ` . . . . . . . . . I . . . . . . . . . . . . . . . : : : . : . . . . . . . : : : : : : : : : . . : : : : : : . : : . . . . . . . I . . . . . . . . . : : : : . : : : . : : : : : : : I : : . : . . . . . . . . . . . . . 1 . . . . . . . : : : : : : : . : : : : : . . : . : : : 1 . : : : : : : : : : : : : : : : : : . . . . . . . . . I . . . • . . . . . I . . . . . . . . . : : : : : : : 1 : : : : : : : : : : . : : : : : : : I : : : : : : : . : . : : : : : : : : i : : : : . . : : : ' I . . . . 1 . . . . . . . . . 1 . . . . . . . . . 1 . . . . . . . . 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(�. € ..............1............................ ................................. ...................................................................... .... : € . . . . 1500 S. W. TWELFTH AVEN E P T ..I.. *" . ":................ ................................. i........................... : € U OR LAND.OREGON 97204 . . . . . . . . . . . . ...1... . . . • . . . . ;................................... 1 ...... _ . . . . C Jz . . . . . . . I . . . . I... 1 r I , _ ..•..... . . . . .......................... ............•.................... ................................. 1 I . . I . . . . . . . . . . . . . 1... . . . . . . . . PORTLAND (503) 228 91;44 .. I { 9999 . . • . . { I.. .... . . . . . . . . {.. .. : ;� ... : I : . : . . : : : : ' . . . : : : : . . . . . . . . . . . 1 . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . I . . . . . . . . . � . . . . . . . . . . . . . . : : . . : : : : : : . . . . . . . . . . . . 1 . . . . . . , . . 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THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ --- ----- DRAWING. OE 62 82 LZ 9Z 57 b2 E2 27, 12 07• 61 131 LI 91 sl b l CI P,I 11 01 6 9 L 9 S b E 2 1 II I � ot�.w • ,1i!11111111111mIII IIIIIII111111111111111111111111111111111I11111u11111111u1III111u1111II!IIIIIIIIIIIIIIIII111III 1111III IIII1I111111111111III I:IIIII III III,:,III I:Ill Ill Ill I111''I111Im!,,ulllUlilillllll1111ililiiliiill11111111N111111LILlillilliii[i1llC1u111i1hluWLilJJu1►u111Niliiiilll i 11• _ ».� MI(WRO 11 M ti1:RVIII 1': ('0. APRI .4 Commercial Microfilming, Processing R Suppliee iii.....��A 9 1 Portland, C)e� Seattle, WA. .. - 'MMA � 79 s0 40 --� /30 ZO 10 2'-D 12'-0' 3.2-- -- r3.2ED p r ASPHALT WALK � 3, (5) - - --- b3 -� �� EJ � 9 53 % �Z XAVIER E. RUED A �r .2 65 I - / EJ .38 6.2 '21,'61 /-ms's - - -- ------- 301-01- -� - - --- -: - -- --- - _- - -----�---� -- - 2e - -.._ -- --ta'=6�-- --- -- I - --WALLTYPES fJ� PORTLAND, OREGON ---- - -- _ INT. L-V. --- EJ r - --- _ - - - -_ FOR WALL FINISHES Z32 , -2X4 • I6' OG Or- FLAG POLE- 3.2 OLE � - -------�_- _-- - ---- -. __- --- � - -� E EJ VP-SEE SPECS. 9 C� %2xa 2Xb STUDS � 42 --J I--EJ x'• ��� I �3PRINKLER SYSTEM 6.1 43 � GONG APRON ---- FIRE ' STUDS . 10'-ta' 1' i' Ata'-t21' 6.1 CONNECTION ----- ---- ----- TOP,1X)I_ 1 lid I 4A BA �' ^ - 2X4 • I6' OG - - I 2A q1A - - - ---- -- I - --1/2' PLYIIJD 1 _ GJ _._--- --------- -- - - 2 A 2X6 STUDS � r I _ � D h'-0' 2 � o 46 81 25 10.1 fM. !61 la-I 1011 6.1 SIM. 81 TOPSOIL (��� 2B 2k8 STUDS QI' OPP. I6 �l b OPP, 10.1 _J cy HAND 6.2 HAND _ I6 III I _.2X4 • 16' OC I 6.2 __BI�� R� �p�p 41A 41> 4IA 62 I • I"IEc.•H Tf�00h1 0 I �t,,� 26to CLR1"I. (411 C! � EJ SI _� 1/2 PLYLUDCLRM. C3,.) 51 ;,.��M, b.l - -t--�-- 65 I 2 SIM 3A?Xb STUDS z o,q>\jp 10.1 ---' 1311 E-2 -.- 62 \WOPP. (�' 1 -_ 6� I - 65 l 3) 0 U �� OPP cv 10.1 L--- �I I 6.2 " 3B X8 STUDS 1'-4 4 '-4' HAND OPP. �Q - 41 10.1 4' C. 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Q `fl ta.1 11 12 62 l � L-�- � fVP �SIL :H HAND 85 2 VERIFY W/ 3 OPP 10.1 a LC 555 I b \ 16' oc ANNELS U CLRM. 102 5A Ib ,A sb /ELEC. l6 3h L_. 83 , 16 5�-D. _ b SOUND BATT NflI jL w t 32 C I 63 56 l-- - -- -- 1 a tri { -D 12 6 2Xb STUDS 11.1 �- 3 6.4 b.l 6 9.1 3A 63 6 4.1 6.1 O 6.4 0A 53 C�O�-I I 18r� - - -;- __ - - =- - L--J 101 81 O 6 2X8 STUDS • 4IA 10.1 46 1 2 16 U l a 4IA 6.2 lag 2 -- -- - - - - � -� - - - _ - -- - - - - - - _ Q 1 82 IIIcq 26 9A 26 I Ib 1 r - 113 02 - 2 7b 3A 63 I 13B .3 ^-.,& 56 133 63 5'S' 8'-2' 6'-4 �✓'-6' 62 1D'-4' '-10' 10'-4' b 82 ' )b' aC L STUD 63� 63 1 63 69 6� 6.4 I I 2'-I' a - -- - -�A - --- - 2A 63 I 63 - -✓P 2A- _ I 3 I� I 14B I 5O'(��J (L 1 I ATRIUM ti T1A Q-� 10.1 I2 i11 115A lA �2 -_ - _ -- - - , C� 11 1= P 41 MET STUDS I SEE 12 10.1 9 4 O�1 CE lA Tp I ST 5 l W nreT �,,�le�Nle►i rt ----- , -' 1 8.1 I 13 1 31 4__»' 33 11A _ 35 2 3A CONC. 41 a�I �srueu crs 1� -� APRON Lu ��-, a _ _ 25 25 6 jA 2.1 (, 3A 2X4 BLKG • 2410G Q 1 I I 3A 6.4 - \ 3 I 6.4 IA 3 J�N. 31A --- 3A JAN. `�1RF= �� © BATT [N°.f,UL 124 O C © t 0 -- 82 2 HEr4L_T 30 3_1 D -IC 0 -2X4 Al I6 oc o 2_ C S. gT• 13A VES 11A _ - I - -- - 12' C.5. -I �n 1 18,4 18 3 3 2A VP _ �NNNNNL -b x12 CONC BLDG r-AMR - - -b_- -_ - - - - - ---- p .4 FAC D WD © 4' C i 45 I 2A 1 3A 2A- I 13 I -- -' RIN 3A b 3a �. C Ti l CASE TO �. 1/2' 1"EY111D 3HTr,H''G r , V 14A 8b 26 II IZ D 15 3A B \ - I 4 10.1 rpA Fib � � -- - 26 6.4 9W I � 19 I -6' � 2Xb ST1478 6.4 I I 6.4 b.l II 3g I 6.4 II 6.4 6.4 ( 15' 0' 11'-ta' - ,4�JcJ' , _ II 37 _lb'-ta' b2 2X8 STUD3 1� - 3 } U 94 I4 I I 6.4 -- _ 8'-D' I I 1a.1 ® 0 ® A A I hA I g 1D2 2 )® 2 tae 2 TOPSOIL TER 2x4 • 24'OG rel G_ GIRL, ��-�;; B 4 IZ 2 5 62 2 20 3=-, 2X4 + I6' OC I I �' C`V I H O A I GLRM. BLDG P 4P'ER L1i �" '16 35 16 �, I � B � II 3A I 3 -- 6.4. I � 56 Z � bA ---_ SPACED IUD SIDING la.l (� _ 6.4 42 29 ' 1/2' PLYIL SHTH'G 6.1 12.1 I b. 4 ��` 6.1 III O 1105 I 21g IA 102 Z I 1 2X,6 /METAL STUD II I O f MC ® I -I 13 45 6.4 }D.I I 2X8 STU S �-r 82 15 I lb 6,4 �,(�� 6.4 b.d 12.1 4 34 OPf°. v D 10.1 HAND \ 1/2' GYP. SHTG. a b a I I I 2► T,a -D c -sOY , s1 r BATT INSUL 0A 2'12X4 16, p� Q I 25 I +n 2 2b 3A 3A 14 3 C 1?' 25 1/'1' P YWD. 3HT9. b I - 2X4 1LKG 24 OC IP>.1 26 12.1 _ ----- 1 .1 6.1 �_irl irO I I 6.1 E I 62 �' 9 ,A 1221 VCT s IL.D Z PAPER I FOAM TAPELL21A - -- lA)lIl �4 2X6 STUDS 6 2X8 STUDS 8-t I EST 5A 3A I ,a, - � CHASE 63 10.1 I I I I 10.1 F I 2Z I I •4 • �. 41A -BATT INSUL cv b� ' to - \ • -2X PLY11D SIDINCs 2.1 3/4 I'-ON D15(dbm38 10.1 II O 3A 6�4 I 43` \ 9x/8 gL E`+ ro 6.4 \ \ \ CONC. APRON SPACED LID §P[W-3 q BUILDING PAPER 2X6 3TIJDS ti 86 - I®2 Z _ 25 33 `-� 2X8 STUDS A c I �- OF� 56 � �� OPP. I \ CL RM. 81 TOPSOIL 5 HAND O 6.4 �,1 \, ��\ -39 28 I .1 a BT: IN3UL O NORTH j O ---- ---} _ 84 2 ` 43 - � _ -- - - TH' 6 1� FLOOR PLAN - Ac �' D'NG \ © _ H 3A 102 I - 2X6 STUDS 2»1 1/8'■ 1'-O' O I 16 `r 4 42 7 ` 26 12.1 10.1 � �. q Ems, O I I 12 6.1 4 � - �' V � 6.1 �\ 2BX4 w INSUL 6OG 24 12• G.B. _ t . � --- ._ ,,gy�pp pp 10.1 i 1 Z O BL1�G'PR �'A4� ASPHALT I r - 1/2' PLYWD. Cl�12 53 i 9 - 12'-0' -- ._.._-. \ i • x c -f'!' b ' y 2X& 3TUDc s /1 1 2 6A _ � � b� - / 53 HATCHED AREA DENOTES L IMITS OF � Q$v� ®2x8 STUDS ! 8�21?1 5� 62 14LTERNATE NO. 1 e ^ FE-1 I BATT INSUL -- -- gH_ T 52_FOR 5A51_G 5I -2X4 • 16' OC VP 01 CONC. APRON 421--_- -- - - - - __ -- -- - - - -- --- OVER BL1aG PAPER • 3 4 - 42 16 8 --- -- 6.1 152 �2X6 STUDS 710 b0 2X8 STUDS 50 40 30 � � X9/21/88 10 � ApIIIII�IIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl1I1I11111IlllfilIIIIIIItiIIIIJillIIIII�II)IIIIIIIIIIIIIIillllllll)illllllllllllllll�llllilllllllllllllllllllll)IIIIIIIIIIIII�IIIII)Illil NOTE: I F TH IS M ICROF I LMED I 2 3 4 5 6 7 f., 9 i o- DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE FU 1i THF QUALITY OF THE ORIGINAL I DRAWING. OE 62 BZ LZ 97, SZ bZ EZ ZZ IZ OZ 61 RI LI 91 SI bl EI ZI II 01 6 6 l y b E: Z 131111 to j l l l l l I , i , IlIIl1l ' IIIIIIItllill 1i�!l,�Ills3llllllill.Ili4PilLIlII!!Ili'II�IIII�IIUIlI t ,►IIIIIIIIIIIIIIIIIIIIilllllll �!SIIIIIIIIIIl111111Hi11I11I1111IIIIlIIIIIIIIiIIIl11INlllllllllllllllll IIlI�lllllllll�llll IIIIIIIII Illlllllllllllllllllllll�l311 II:!Illli illl�{Illlllll�Illlllllllllllllllljtlllll,j,l ' '""'' � I I i �- Ai ICROF11,14 wt 1t'�•IVF.. C'EI. APRT -4 24 Commercial Microt;'r) - 1 ,l «q 8 3uppllea 1991 Portland, OR :<eettla, WA. � 70 w 50 40 30 20 10 0 1 �� 3 5� 9) 53 WIER E. RUEDA (16 12 (13 i4 b 5 ago­ PORIAND OREGON 1651 0 F C;EIL[NG T-T-FE5 SYSTEM SUSPENDED CEILING 6 42 C2 WOOD JOISTS 4 ACCOIJSTICAL TILE OVER v.PA5. t 41 03 WOOD JOISTS AND V.P. 0 EXPOSED STRUCTURE 4 4 C,M—)— GEMENT FIBER DECK cn SPACED WOOD SOFFIT 05 pop —7 25 D IT' IM.X 4& IVI E'XPOSE C\1 os 96 '---2x4 LAY'-IN TILE Cv 16 SPRINKLER HEAD Od 0 6.2 PARR ENNEAD LINE z 5� N A ^26 Sim SIM LEGEND Or— 5"r-M50LS z I v 1 0 6.1 ) 0 RECESSED INCANDESCENT LIGHT N x _T 6.2 FIXTURE Q n CLRM 2 r2_2"� CLRM I 2x4 FLUORESCENT FIXTURE 0 \1ZV1 00 i__ _ , ® ® IX4 FLUORESCENT FIXTURE 0 0 x x XN x x z x 6.2 NO FLLlORE_*/,-ENTl FIXTURE (SUSPENDED) SPRINKLER HEAD IN FIN15HEZ) & CEILING SUSPEND LIGHT Fl)�TURE S 0 2 0 18' BELOW CEMENT F15ER SPRINKLER ------- EXPOSED LINE AND 104 DECK MAIN VENEER PLASTER CEILING INKLER HEAI-_> 2 cElLiwi EXHAUST U SPRINKLER 2------ Cv 3Z 22 i r2i"\ 0 5RANC44 IpI CEILING DIRRZER o ROOM 38 0 114 CEILING STRIP DIFFUSER 0 04 4.1 4"-RELIEF VENT 0 0 31 .2 U L515Y �11& L ELEC. CONDUIT - n41I ALCIt`4 SIDE OF -2 PURL IN L 0 0 (0.1 - 30 E Cv 32 26 - ----------- 3P 82 4.6 ^3316 Y�8�2 ^r1r, 63 7 1 3 3 b3 63 32C; T T I .JAN..31 1A J41L 30 TOI OPEN 5.2 3.2 0 Fj a . , - .2 0 25 I. Q) 2$ 241 3 0 X(2S Y 0 11 118 O4ALL 32 -*.4 1 i I t32 r8 O_ .1 H C-H Q) 6A - JAN 13 AC �j SEE /B.2___L TI 0 FOR BASIC 2 Q 0 . I I - [ 30 BID �r ill I i it,- 11 1 1 � - 35 26 1 0 &A r, __ /2�-J 0 0�) 3.2 A PASSAGE 14 0 LINE OF EXPO F , - - . qRM 2e < STA):F 20 —Z] CONDUIT SEE1,"le, o GENERAL NOTES k '�_30j bI 3 4 1. REFER TO SHEET 4.1 (ROOF PL,4N) FOR SPRINKLER MAIN :;TUB OUT LOCATION 53 3 6 _TF FOR SIX CLASSROOM POD. — 0 64 21 ELEVATIONS TO BOTTOM OF FRAMING OR METAL CEILING GRID. =R DECK, 5EAt*1 AND PURLIN WILL 5E PAINTED S.VIM COLOR- 2. EXPOSED CEMENT F15r r2 5 3.al:-�MCEVNG r 4. SPRINKLER HEAD SPACING APPROXIMATE: ADD HEADS WHERE REQUIRED TO -f— COMPLY WITH CODE: OBTAIN ARCHITECTS APPROVAL FOR LOCATION OF ADDED 36' ACC tat5 HATCHI- IL 10 241x HEADS. 7&IRL 2&1 6%3 VE-OT 2 cx 01) -1 1 ,, ­ �T2� EXTENDED DOWN INSIDE WALL TO EXTERIOR V-0't ABOVE FLOOfw'_ DRAIN VALVES 5. DRAIN VALVES SHALL 5E INSTALLED ABOVE FINISHED CEILINGS AND DRAIN LINE A o till T_ w Lc�__ REQUIFED TO BE LOCATED IN WALL SHALL BE PROVIDED WITH ACCESS Dc<>R. ULM 6 DRAIN LINES LOCATED ABOVE NON-ACCEEPSAIIBLE CEILING SHALL BE PROVIDED K/7 ----- WITH ACCESS DOORS. (7> .3 31 At 7, Q) Ell OPFICE T4 NORTH Iry i IN 6­4 HATCHED AREA DENOTES LiMITS OF - ------ ALTERNATE NO. 1 1--li- i - �- = - ' _ r --. _ _ SEE SHEET 52 FOR BASIC 51D 1 REFLECTED CEILING PLAN 26 T_ 684310 52 of --T-- 6A 1:3:2) 1 04 4Oz_ _ 6 11\ �11_jj rp. t, 70 60 40 30 7.0 V 6 NOTE I F THIS M ICROF I LMED 2 3 4 5 6 7 8 9 0 DRAWING IS LESS CLEAR THAN THIS NOTICE. 17 IS DUE TO t THF QUALITY OF THE ORIGINAL DRAWING. OE 62 82 12 92 S? bZ E? 22 12 02 61 91 LI 91 S. 21 Il 01 -6 9 z 9 S MICROFILM SFRVWE M. A R l ". 2 4 1991 Commercial Microfilming, Processing & Supplies Po-Iland, OR. Seattle, WA. Ali )dO 42 f12 Ivi Ir 62 06 . <�743 \7 7 x Ip 70 10 50 4D w 10 10 0 �S��RED AR�yr� I12'd1a. GCNDUIt I _ VINYL COVERED TD. V n[R E. RUEDA SUSPENDED CEILING -- W/ METAL EDGE .. a LINEOFWALL OR �. - SYSTEM = -- _ - - � TOOLED EDGES FINISH ASPHALTIC PAVING 2 LAYERS PLS"Ude. OVER GRAVEL BABE 1/2' PRt1'IOLDED EJ. SPACED WOOD SOFFIT FOAM TAPE - VP - V P ---- ���TLAN65OREGO�O� ,.t• -ZV T,O BE DRILLED IN 4' OR �4 OF O�V FIELD " VINYL COVERED FINKING LINE OF FIN. ABOVE GYP. BD. WHERE OCCURS GRAVEL --- - ftttf jj LIGHT FIXTURE F ,i METAL CORNERS GRAVEL ISM fff ii Ir GLU-LAM BEAM - - -- - ,e,4 BARS TOP - - METAL EDGE TYPICAL TD.-wNERE 35 CUFB . gpEyy, Bo IoMa CORNER • SPACED WD. SOFFIT 2z PARTITION HEAD _ 15 LK*iT RXTURE • EXPOSED STRUCTURE a SOFFIT CORNERAT TACKBOARD �� _ i - 32 3/4'• I'-0' Dm152m02 32 .. 1'-m' -- ----- 03009026 32 9'• I'-0' D30m9019 32 3'. I'-0' D30OW25 3- 3'• 1'-0' -_ 03009001 32 3'• I'-0` D30090m8 1 1 I = LINE OF WALL VP I WALL MOLDING - VINYL COVERED VINYL COVERED TOOLED EDGER ' GYP. BD. III PARD OR OD DC�R LINE OF T.B. 1. EXPOSED MAIN TEE WNIRAPPED EDGE Ix ASPHALTIC PAVING VP- _ WHERE ��� I N P _ LINE OF BOTTOM RUBBER BASE OF PURL-IN REVEAL AND AG TILE CEILNG PANEL _ - - - I RE E BLACK I W z TOP BOIL I METAL STUD -- METAL EDGE —� I -- ------ z 4 —VINYL COVERED T.D. WALL 5L7 (-- GRAVEL I SEE DETAIL 11/32 WMETAL CORNER VP --- C - a CARPET - o VARIES METAL EDGE ,IL 8 Q r AT PASSAGES04 -CENTER LINE SETOMA TOP 1 T OF COL. A7 .: 0 CURB . D322 SUSP. CNLING 23 PARTTTiON BASE _ 16 CORNER _ / AL METAL EDGE rCORNER AT CEA_NG ROa� 38 \� 2 3/4'. I'-0' D0152003 3'• I'-0' D3009=1 32 3'• 1'-0' 03009020 32 3'- I'-V' 03009001 3.2 3'. 11-01 03009013 3.2 3'• 1'-0' D30090m9 VINYL COVERED W � TACKBOARD LINE OF WALL LINE OF CLD. SUSPENDED 2 vP --- v _ _ OR BEAM CEILNG 2 w 01 a 0'-2'CEILIf+ bc3 2x22x2 Ixd Lx22x2 Ix4 2x4 1r2 Ix22x2 o PANELG I FOAM TAPE VINYL COVERED REVEAL TT. OF U N FRAMING � MITER METAL TATAI- TR D W/ ALi6N SPACED WOOD 9Iml Z FRAMING G ASPHALTIC PAVING I, Ib, I METAL ECCE CORNER _ �WT TO M4. � BEYOND W/ THIS EDGE \ \(�� $ 1 I FAL' KIC ` T SOIL METAL CORNERS i 1 ELEVATION OF METAL 1START HERE AND REPEAL VP - tACK80ARD TRIM TYP. PAIIERN A9 REQUIRED SPACED WOOD SIDING `f m I I 8. WHERE AT CORNER JOINT OVER 2 (TWO) LAYERS GRAVEL OCCURS 3/8' PLYWOOD \ H �] x 31 EXIRJp® C(� 3m SOFFIT 24 WALL TYPE 41A END COND. � 1� TYP. METAL TRIAD • TACKBOARD m SPACED WOOD PATTERN • SOFFIT 3 CBLM • CURVED SOFFIT ^ u � 32 3/4'• I'-0' 007$2001 32 3'• I'-0' 03009028 32 3'• I'-0' D3m09024 32 3'. 1--o- D3005002 32 1 IR'• 1'-m' DSOS002 32 I V!'• I'-0' DB09001 R / a/ N Vo DOOR'_—_—� C, ..STUD _ -FACE OF TUBE VINYL REDUCING I I CONC 111ALK W/METAL EDGE 71/2, RUBBER BASE to STRIP I VP -� I I 0 ASPHALTIC PAVING VP (TYP.) I W�iMETAL EDGE OR BA�ESE OF CAB. VA TILE - 3 LINE OF FIN. FL.' L - • .� • .� • .: • . VIN'"! COVERED TACKBOARD 2 2 USG 91 ' GRAVEL - y WRAP EDGE AT JOINT SEALED CONC. Q : . .' . .� . L 3B �(A8PFi0LT EDGE TACKBOARD JOINT 9T END 18 RUBBER BASE FLOOR TRANSITION -_ 4 CONTROL JOINT (CJ) V 32 3/4'• 1'-0' D01S2009 3.2 3'• I'-0' D3000029 i 32 3'• 1'-0' D3009003 3-2 3'. 1'-0' 03009015 32 3'• I'-0' 03009014 (/1 LINE OF WALL 2 4 VINYL COVERED T.B.-- DOOR --� i PAINT DLAC AND W/M£TAL EDGE ALIGN W/ TOP OF H.M. OR SPACED WOOD I I V P DOOR FRAME 25 TRUSS AT FIN WALL W/CHASE SIDING PAIN? MET•AW TILE 4 CARPET JOINER I I A C TILE— - C 3/4'x2 1/2' BIRCH HARDWOOD32 3'• I,-0' V P��- EDGE TO Mo.T(,li FLEXCO %4 I 1 i EASE EDGES D300'5=3 RUBBER BASE FAO0.1L VA TILE OR CONC. TAPER V P CORINR REIN. EE AT CEIL. , BEVEL RUMJING JOINTS 45' L REVEAL 1 Y CONC WALK « CARPET LINE OF FIN. FL. - . . . .• .. . . 9 VP - TOP BOIL CARPET -- J �_ . OR FACE OF TACKBOARD 4 LLL: L OPNC. ' 4 W -4' RUBBER BASE •�1 OONC EDCE C C STUD _ FADE OF TI BP 9 RUBBER BASE 2 FLOOR TRANSITION _ 5 A.C. TILE TO WALL 32 3/4'• I'-0' 00152010 v WMETAL EDGE 2 1/2' VP 32 3'. 11-0. 030109004 3.2 3'• I'-0' 03009014 32 3•• 1'-0' 03009010 �1 SLOPE (TYP.) W41ETAL. EDGE DCOR �1y 1/1' PM JOINT `' 2 \ 'L BUD-PURLIN BLOGKI CONC. WAL 32 CARPET WAINSCOT 2 PLYWOOD METAL EDGE 8TRIP I M 32 3'• I'-0' P�9030 5/8' GYP. BOARD LINE OF CARPET V '.� N STRIVINYL REDUCE I x WOOD TRIM TRU88 END G.T. COVE .:. : .3!-d7.. . . . .. 45 DEGREE POST L J VP - CiR4vEL GQNC ::. .;' EDGE SETTING BED - - - - - - WHERE— OCCURS �y O LINE OF BLCCKING 4 _ C.T. AND STTRJCa B� C� SOCA- IL LINE OF PURLLIN \ - j 1 O TRUSS AT FIN WALL cortc.--- -- \ — C, G�RAVEL 2 6 4m PLAG TOLE AABE 33 ASPILLgLT EDCr= 32 3'• 1'-0' 2O CERAMIC TILE BABE _ 13 FLOOR TRANSITION 6 WOOD TAM AT CSLM B Q 32 UZ'• I'•O' 00502011 32 3/4'• 1'-0' D"2008 3.2 3'• I'-0` p?L09p05 3'• 1'-0' D309011 3.2 3'• 1'-0' 12 c~ LY GYP. BD. FIRE- STOP-TO BOTTOM tICONT Tl"PE 'X' GYP. BD-OF 7JI'9 MECH. DUCT BOOT 9T. CHANNEL WELDSTUD DIAD. DOOR -�- 9U8PENDED CEILINGSEE 13/15.1 ENDS TO CROSSCHANNEL 24'OG. G.T. AND SETTINGTOOLED ED"& IR' PREMOLDED SECURE RACK TORODS LANE OF WALL BEDCEILING TILE OR I I CROSS 'T' fTYPIGAU JOINT CHANNE AS PER 3/4' PLYWOOD_ SEALED CONG. I 1 �LIGHT FIXTURE I I MFG. S C. . DEE PLYWOOD SHEATHING �—L-� EEK WATERPROOF MEMBRANE, L 1 J JIM! I . . SPACED WOOD SIDING I 8843210 RI SUSPEN ED CEILING — W/ MECH. GRAVEL `^ -- METAL EDGE STRI A) CONTRACTION JOINT(CJ) D) EXPANSION JOINT !EJ) I. 13' SWEEP CtOkTACT AREA • 41 PARTITION HEAD 34 JOINT DETALS 2� FOLDING PARTITION TRACK 21 AAECFiANICAL ROOM BASE 1a FLOOR TRANSITION CEN_A1Kl AT LOBBY 32 3'. 11-0. D3009031 32 3/4'• I'-0' D0152001 32 3'• 1'-0' 03009021 , 32 / 3'. I'-0' 03009004 3.2 3'w I'-0' D3090b 3.2 s'• I'-0' D30OW11 � m9/21/88 b70 00 50 40 30 20 T) R ''ERMST N0. &f31891. 7 OF 45 ��.. —r .. -. . 111 / 1 III t 1 1(1 I 1 r1111 1111111 II11111 11111_(1 111(111 111(111I111111111111111I111111II 1111111III111III1Il I1111111I111I111111111111111III111111111111111111111I1111111I1111111I111(111 �. � o+-- -f�- _ NOTE: 1F THIS MICROFILMED 1 2 3 4 5 6 7 B ♦� Ill DRAWI43 IS LESS CLEAR THAN THIS NOTICE, TT IS DUE TO _ I E QUALITY OF THE ORIGINAL _ !R DRAWING. 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SEALANT 53/4.1 d) r f OF Q�v O- r 4x8 ovEt�Low Ix +�®'-� �' s- 'd2 51 TOGETHER {1 SLOT d I i19-e Irl 51 -�� RUN FLASHING REINF. - = �, 13 \ 2' (MIN) INTO SCUPPER CONI. 1 I SEALANT i uI' Flims DEPT. 81 IM Im Y41 .� - • y � � - � (Y 'CONNECTION65 1 SEE 2.1 b. 13 Ak VA IE -- - 2 12 -_- 2 2 2 - - i ll -�D' fl1'-b` 42 111'-b' RD 113'-p' - , • 23 BIRD SCREEN \ -- -- - - - - - j 46 5 .6. SCUPPER �\��.=--- ' 33 1� b.l 6.1 33\ n.l // • SOLDER ALL 4Z � 4ZFOAM CRICKET 2 / _13 SLOPE 1/4 =FT. 30 &4V ; 42 % AREA OF, MIN r, - - - - . dia. STEEL 3P'R(NKL Ft . .. _ � / �'-- � . I ROOF VENTS � i - - a �- --r ♦ DOWNSPOUT WATER MAIN TYP. 20 SPACES b2 I / 1NSULATION� (x (BASIC BID) _ a 23 <23/}--r"�-SEE 5 RUCT. DWGS. 2 i -- - --- - -__ _. ._ yo v FOR FRAMING n P. 2 12 , ` 111-p - � z -3 - --- 1:10 -- - - ----- - _ 0 ❑ __-__- 11A'- ' BLOCKf FOR i 81 COPING 61 1 CUB - 64 LIGHTS rZ SCUPPER AND DOWNSPOUT 5 R 36 I.T,ormv-0 IR' 4.. W/ ELEC. o 4.1 1 1 '2'■ I'-0' _ ,_ b� TiOP I?1 4 ei i= 01501021 4.1 1 1/2 ■ i 0 D1501026 4.1 11!2 1 2' D1501031D 66 • r- D�'. 114'-b Irl' Si 54 �3 36 CA ------- -- - - _ 3fd}-- D ¢� +gyp'-4 Imo' irr'-a V2�; t2 IM �`\ a 0 RIDGE P 53 ---- _ NEOPRENE GA.MCETS TYP. -- 11� - L. .�.._... J - 0.._. ...-..�... .� .. .._., ...�.. .._.._.. ,.._. .. . _.600, .._ _ ,.- .._.. -...._. .. DOUBLE GLAZING- TETIPERE �� 1 54 _ _ 42 X62 41 �3 I.. .R UTATER "i11'=m' - --- - 82 26 8b - _ 30 26 81 53 6 62 6 6.2 4.1 MAIN b 3 d SAFETYeGLA38(TSG) OUTER ��� 12 `- 59 � � - \ 63 - t a1r=e i��_------- - _---- --_.- W 4 q Ai`:O I/4 WIRE (WG) INNER 44 I ;AD4ER _O 5.� /52 58 135 61 54 1'- �I \\� 4.2 66 42 P.11 a tr 81 � 56 ❑ 42 �, - ❑ ❑ ❑ 4.1 ❑ I e C 114 \ 144 m' 114'-p' 1 '_1, II!'-2' Clp'-�' 110-b I �Q -b �p�-y' 4.1 0, CONT. ALUM. EVE / 51 - 5, �� 32 114'-p' 63 - LL. P`1 2 / ,TH ST BRACING ' '-2' Ib a' 1134' I \\ / i RU BRAC 51 � 3 WEEP HOLES k/ e e l a CONT 3x1/4 FB W/ - - - - 51 _ I �� / � 8.8. FLASHING 1;JELDED GO}aTIERs 6.4 41 cm COUNTER F I ANCHOR W/ 1/2'1 2 , - 112,•4 42 , - 64 / \ 3 iZ 4.1 : TER LASH LAGS • 2'-0' O.C. I �� \ a bt o 111000 CANT � 2 81 31 4,,2 4.1 I \ o \24 a. DONT. EMAP. _ = _ �b 4� 4� BUILT-UP ROOF g GUTTER SIZE AND GAP FOR b.I b `� 46 H , I / a R G D JBUL �� \ o 4 \ LINE OF CURB BEYOND R.1TUT� ADDITION � \ \ � ` \ \ 43 SEE DETAIL OF APf'}®OX 95M SP, 01 - - - -_-_- -_- - - -_---- - -_ _ _ _ _ _ 12 114' �,�/ CEM. FIBER UEGIC 3 b U 5 SEE STR,JCTURAL 10 W b � � . 1 � � VP DlkAW!NGS FOR `\ \\\ i Q'+ NOTE _ FRAMINCs TYP. NORTH it�'_8' \ \ \ ALL FASTENERS TO \\� \ \ ` c� �\ \ cv BE STAINLESS STEEL 10'-0 x10 -(d 4; 63 BASE FLASHNVG �j3 CURB Ib AREA OF, . TO � _. (43 b.l INSULATION/RIGID- � ;. \ .�\ 4.1 1 1/2'■ 1'-0' 01501028 4.1 1 1/2'■ 1'-0' 01501029 ROOF PLAN NSULA ON rao0� VENTS � 2 83 -- - \ 1/16'■1'-rD' 11 �, I I �' TY'F'. PLAA`:E13`. 33 X40 4.1 11/2'■ 1'-0' D 1501021 (lys. az 3 3 SIB 53 / '�' 53 s I ZE CAP FOR 42 b.4 52 55 b FUTURE ADDITION J -- -- - - - --- - _Da- 113'-2' t9'•b' _ F� _ 4.2 _-. _ Cf AefRQ& J EXHAUST VENT AND � Q COUNTER BY MECH.FL<►SHING \51 32 FLASHING 3 4 b I M {' REINFORCEMENTSHINFIBERGLASS ROOF VENT 42 11 'IV Q) 4 /--_ 52 / 32 13 51 ^`tet BIRD 51 BLOCKING FROM :x6 ---� 51 - - - - - -- -- - - - - - - - - - SCREEN co 58, FOR SUSPENSION Of =__ ____ MASTIC CONT. v 1 �51 j LIGHTS -_-_- --:--_-_- � AROUND VENT 2 56 63 65 3 I 32 / - -- -� / _ 24'X24' - ,\ 6.l 91 9.1 BATT INSUL �_ `- 2X4 O 16' OC Vxz-- - --- - - -- - - _ _ 5/8` GYP. BD. F�RETAPE - - - - - - - - - - -- - SUB-PURLIN8^6 E-2 66 - _ - PIPS RAIL 1/2- PLYwD - 4- �'� 2X12 •16'O.C. 6.3 ( - �� 63 METAL SIDING 13 13 t MECHANICAL HANICAL. ` OVER BLDG PAPER BLc:►KING ("44� 2t9Q / �sRILL AND DUCT -- -- ROOF VENT 109'-11 1/4' 34 5 �2xe S1UI)r y 10 BY MECH. LOUVER - - -- - - - -- 42 =- 61 2.xa STUDS 4 4 _ - 4.1 1 1i7 ■ I -m' 01501032 Ht.OVARIES, 84 RELEF VENT 64 SUSPENDED LK�T BLOCKING r54 ROOF TRAM JJ _ _ _=_ - - - - - WALOYM fes-- + 4.1 1 1/2'■ 11-01 0150-10311 4.1 1 1/2'■ I'-0' D 150'1038 4.1 I I/2'■ 1'-0' D150'1033 l - LL NOT To SCALE (0 � 6.1 = ON 2'-9' 2'-0'-'-4' -3I-ON 2'-9' -2'-9' _ ^3Y1 3/4' HEAV i L'NE i � 34 MECHAN CAL ROOM NO. 200 - 6 I 3A 6 INDICATES LIMIT a� _ OF CERAMIC 4.1 1/8 ■1 -0 nt TIL2A F., DRAWING NOTES - SHLET 1.1 1. PLYWOOD SHEATHING 0 _ PLAN 52 5. GYP BD. FIRETAPE 11. SPACED WOOD SIDING a; (}{) - 0 3�- a (�}) o► ti 91 6� 13 1 q _ J bb 12. BUILDING PAPER ill 18' '� `n 18' Q1 23 1 1/4'# PIPE RAIL ' � 9.1 13'-0' � �- b x1 1.3. CEMENT FIBER DECKING -- 1 C13� i • EA. SIDE W/ - - 3A bZ 5=0 / LOUVER p 26. 2 x 6 STUDS • 16" o.c. MOUNTING BRACKETS _ p �/ ALIGN 150TTOM 23. BLOCKING / 24 OF NM. FRAME i AT WALL - --- --- - - -- - Q '�; 29. INSTALL TJI's WITH 1•-1/2" KNOCKOUTS AT 2'-0" o.c. UP �(� 4 102 2 1 - -- SIDING OM OF ACSf�,S� F �TiZIP 501LEfR Ib �-�-_-� RAISED y b ~ AND REMOVE ALL KNOCKOUTS FOR VENTILATION. TYPICAL. - 11 2 2h 34 FLOC _ 5 O 30. BATT INSULATION A u 4 102 - l �( Cj 4, 113'-2'3 63 202 -- 0 b� 42 I 109'-Im' AREA 32. RIGID INSULATION F'.TD ]`� 4 2 - Cbx8.2 WELD TO e - - - (`y cJ � 11 102 �� 20 x24 \I t35 1 - - -� 51. BUILT UP ROOFING -- trf� Q STRINGERS. ANCHOR 52. FLASHING REINFORCEMENT TO GO OVER TOP OF KARL OR 12 3'-m' I'-l' JAN. �, -�' �' �n TO WALL W/4-5/0'0 q -- - - - w ti CURB. ,A R - ; ! \ LAG BOLTS LADDE �' _-2 34 MECHANICA_ 53. 24 GA. PRE-PAINTED METAL COPING. .T D. lU 13 1 I I H �\ • , --C9xl3.4 66 '� 33 42 201 E4.2 vk��wRi 554. 24 GA. PRE PAINTED METAL CUUNTER FLASHING 6xa2 A S �'2 ' - _ ----56. 16 GA. CONTINUOUS METAL CLEAT. FASTEN • 24 0.c. - - � D �' -- MDp 57. 3-1/2" x 3-1/2" WOOD CANT I 1 4b ON 1 1/4 x1 1/4 xl/At G.T. 3'_6' \ V ANGLE SUPPORTS 41 P DN- - _ _ - ^ - - --=� _ _ - 58. WOOD NAILER - ANCHOR TO DECK AT 16" o.c. 3 -6- 3 , ----- 0 i,J/�_ A(�RA�)1VE �-- A� 59. FASTENER WITH NEOPRENE W?,SHER THROUGH ENLARGED HOLES i2A 3e 13A IN- �� \ w T iZi P E,^, ""READ ----� - - --;- - - - , - LL 0 AT o.c. C.T. ,1 ' _ 109 -10 %11-011 884412' \�_ G.T. _ 9 60. 1/2 BEVELED WOOD SIDING. - 86 - - -- -_ __ .�I/4'x3'x3'xb' --------- --------- � LOWs W/2 112'0 2a , a3 , CARPET 3a 43 CARPET 2,q - 9.1 4'-Ol 9.1 4'-QJ' -u-- 201A BLKG. � MECHANICAL ROOM NO. 201 4 * 1 5c FLOOR PLAN- TOILET ROOMS r4e STEEL STAIR MECHANICAL ROOA�I 1/8'•l'-m' - - --! - 4.1 1/4'0 1'-0' (H) HANDICAP USE 4.1 1/2'■ 1'-0' D15010:f1 09/21/88 P E F"M T T� P`C). 131=31 tori 1 70 NO 9D 40 30 20 10 dab 8 Cir,. 4!25 ' �Iilll�llilllll III��I�Iilll'III IIII111IIIiIIIlI11111111111Ii11I�11II�IIliI11��111I111IIIlIII(IIIIIIIIfIIlI111IiI111111111IIIIIIIIIIIIIIIIIIIII�IIIIiII�lil�ll`1�IIIIIIIIIIIIiIiIII�I�I�11I►11 '�:✓"'• '.- 5 6 7 6 9 _ 10 _- __1_1 12 � NOTE: IF 1 l IS M 1CRCF 1 LMEL) DRAWING 1S LESS CLEAR THAN THIS NOTICE, 11 1S DUE TO S �> THF QUALITY OF THE ORIGINAL --- - ----------- J '^ ' CRAW ING. OE 62 92 LZ 92 SZ bZ EZ ZZ 12 OZ 61 91 L f 91 91 b l c 1 21 11 01 6 9 L 9 rirw d r!Ilullluulnnlunlinlllr,Ilnulnll�lllllll11II11tluuluulu+�Iu►�Iuultu11nn�11I111IIlIIIIIIIII111111II1nIIIIIIIII111I11111�I111111111I1IIIIiiItIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIlI1111I1111II1,JIIlIIIIIIIIIIIIIIII11111111111I1111��11IlIIII1liIII�UIIIIIlI1111I1111�lllllll y - nJ MICROFILM SERVICE ('O. r APRITj Commercial Microfilming, Processing & Supplies LL�2..11 Porti-id OR. Seattle .vii. 1991 ID 70 80 50 - . 53 40 30 20 10 0 5953�>- - _ D _ �� �°AD 53 54 52� �� --�_,� 52 XAAER 13 �, f 59 59 54 jk 14 -5 1/2 X56} -- 14'-5 1/2g , EDA LINE OF MECH. UNIT 52 - /'/��� - 54 -/-- !�f�ill,G� PORTLAND, OREGON ` RIP Tom' OF 2x8 LEVEL � ,� _ _,�� •- Q 51 -- 53 f w 2 - 51 --- -- " 51 ,' 1651 p� 51 (Y 4 Im _ L J VARIES II _ ' 32 } jZ -._�- - - - - - - - - - 3 58 52 ---- - 51 I - _ _______ _ - - - - - - 32 --_ - - - - -- - - - 12 -- - " 13 0 l� VARIES - - - - - - - - - - - - - - - - - - - - - - ' I 3U>� PURLIN -� 112 13 PURL IN � - - --- - - 7- --- \ SUB PURL IN 1 - - - - - - - - - - - - - -- 10 70 so '0 30 20 10 d 14 C� 1 92 g3 9 13 6� &.27 \�� 3 6.1 2 ♦ WER E. RUEDA L IGHT �-42 1 1 -� - 52PORTLAND, OREGON T1651 �O "521 r45 62 (]f42 I �� 0r 0 PRE r-�A�N rE D -� 43 - - TWOC41D 51 ING T 91 / h l ETA- COPING 1 r 42 85 _. 42 02 5.1 I iI ' iiI ! i I I I III ' 4i I ��.IGNt WOOD - - 42 I I NI I NII 5.1 I I I I LIGHT (r fl I i) d FI .I I I I : , III ,±!I ; h II I ,� ► ! (I' I , II RE DEPT. � - mi- lika,lilt -_. --� III 8.1 81I 54 42) Olt 0 1 NORTH 81 a ,,�ryp., _ _ EL NATION q W IIS - co -- --2X6 TRIM-SAW h r KERF BACK-TYP. t3LDGs. PAPER-TYP. �. Z � 2x4 TRIC '1-SAW `� °a --PLYWD. 5IDING OR KERF BACK-TYP. Q cv SHEATHINca --- SPACED WOOD C I ISIDINGS.(DASHED) j , a o G.I. z FLASHIWG i A� 8` �f I PAINTED-T1'P. -PLYWD. SIDING OR / F (VI) tJ �, a ti 25 � ` v I � PLYWD. 3!-ItGS. 13 �� 9.1 08 � -0 oUvER 4•�E t0 � I BLDG. PAPER 42 - MATCH 5L OF a N 82 'Z' FL.A3HMVCC� �2 "NP. OUTSIDE CORNER � ,- -- ---------_.__--- --- --------.-__��-�..--Y�--- 4+- .° 2 i r r ' ' f ' CEP WOOD SIDING �II ' ; t 5.1 1 1/2 ■ 11-04 D1501034 5.t 1 1/1' • 1'-0' I f I I M P i I I�� vEFt W o DISO1033 �2 !I i I0 I I II� i!� �� - 4.2 42 I + I� ! i •/ 32 33 I I a - - �3 OVERFLOW 2 go 9.1 9.1 _ 31 SIM. I1 55 �I 5.1 �;,�►►r /- LIGHTcv 25 I i �- I � fI I I I I II o IGHt - P D 51 ING 82 a �....� . t+_ ._,.�,.�. .. ( I I II j I I - 42 52 5.1 0 I t N SP;.GED WOOD SIDMG 1 I f I 62 rn � 54-DG. PAPER-Tl'P. _� PLYWD. SHTG. PLYWD. SIDING OR P - "-BLAS. PAPER-TYP. ! I I I � ' :, � I � ' , 11 ; ( 4 I ! � u 9.1 ►�' PLYWD. SHTG. ! I 1 + I , I I �, I I I x7 I ! rA R . ` IIII � 1 WOOD T IN , �, I 1I H I I , . 1111 r r I lirCON . COL. --� SIDING (DASHED)OD AT LAPSED O� MASTIC - l rr I - - PAIN U ,.T.� ED --- - ArL. SID[W-%-TUW EDGE AS SHOWN UP /2x2 WOOD TRIM-TTP. g 1 8.1 _- 5LOG. PAPER 4 co co PLYWD. SHTG. 83 TYP. E CORNER �� TY. IN31DE CORNER _ �3 WEST ELEVATION 3 5.1 i 1/2' • -;a' D150103to 5.1 1 1/2' ■ 1'-0' D1501031 rJ.1 I/8'• 1'-0, - 3 PAINT MECH. UNIT 1 COLOR AS 3 4 9 � 8 9 13 14 0 bl PAINT MECH. UNITS 1) STEEL L I z 41 4.► SAME COLOR AS 4.1 � � 4.I LADDER U1ODD SIDING -METAL SIDING PAINT h2 - - _ 121'-8 1/2' 62 SPACED _ e ' "; TOP OF r,-, ull SIDING-5T - - -_- -- �► I 1 1 I I ( I I ; PLATE v 1 _ 0°xq° - -- PRE- PAINTED I-IETAL GOPINCT, LIGHT 42 I : LOUVE1'Z 2b I I TOP OF P IDI STA 82 I I f I i PLATE 4-1 GTA' D S. h2 CON . COL 4 9.1 . f 4 A_ 1 ------ --- __-_ TOP OF LONG. ALTERNATE ONE SEE SHEET 5.2 FOR 5,4519 SID 44 SOUTH ELEVATION F.1 i SPACED WOOD !� I SIDING y 6 83 � � 2x TRIM - MITER 63 Pv3 'Z' FLAbHMG /EDGE ►.� G LIGHT FIXTURE, METER L K H F E D C q � LU OR SPETOTHER DEVICE INvICE B �� bEALANT 81 C -m � 13 1 42 4.2 42 O rel ETAS 0-.,. PAI � 43 NT) 42 + 42 SCUPPER _ $rJ i i , L D O HEAD_ AT FLANGE I I ; �i 215 , � SPACE ► I I �! , 1 82 STAIN � 3 •I -0 I .LIGHT g5 SID[ 0 I " I I ! - 26 5.1 3 ---- iiil , I ► I � I � � � 5.�. I i1 � , ►1 . Id . 141'illl hill lima, _ � _ � (�3ALTERNATE ONE SEE SHEET 5.2 FOfiR S,•�5IC SID - _4& EAST ELEVATION5 . 1 I/O's V-0, PEI,,m J.T h10. 881.89:I. 70 w 50 40 � � 10 0'�/21/88 d .... .-•^`--^.*!s-._ � �It 11► III III I I t i I III_'_-,..._._. _..._.-____......._._...__ _._ .�.__...-�.,...._.. ._ ...�..--.. _.__.,. _ ( ..._I-_I._...�i..'. I I ( IIIIIIIIIIIIII'!IIIIIIIIII�IIIIIIIIIIIIII�I+I+�III�IIlI111IIIlI+I'I�IIIiIII+IIIIIII�IIIIIlI11�III1�IIlIIIIIIIIIIIIIIIIIIIIIiIIIIIIIrIIIfIIII,IIII�I111111111111111 y .__ / NOTE: IF THIS M ICROF 1 LMED ( 2 -3 4 - 5 6 - 7 a 9 10 .-------- 12 j DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THF QUALITY OF THE ORIGINAL DRAWING. Ole 6Z 9? LZ 9? SZ 02 EZ ZZ IZ 02 61 91 LI 91 SI bl E:1 ZI 11 01 6 8 [ 9 i�!111111111111it1111111111u1111111IIIII111II11111111I1111I1111111111uI1It111IlI114111111Ill it11111111110111111ilIll II Ill IIIIIIIl1111IIIlIIII11I1111IIIILIIIIIiilill!Illlllli!IUIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIUI�LIIIIIUIIIIIlII111III11I111lIIWI�WrI111IIIIllllll�lllllllllllllllNllllUlll MICROFILM SFRVIVE ('(). '44 -APRI " , 4 Commerclal Microfilming, Pro ce+ssiny R 5ulwops X991 Portland, OR. Seattle, WA •, +w .__-..jii SO 70 so 50 40 30 20 10 0 Ake QED D AER E. RUEDA \7 rQ� .� 4.1 P TLAND, OREGON 1651 ME AL OF III / (P4 INT) SPACED wl:�koo C)UpT Al T 2 MECI- FOR !31Zr: AND 82 CM 3 SUFt' F-L YU,100 P 5 1 D W-S 1=7_1 5EE 5HEET E�-1 FOR ALTERNATE ONE ELEVATION 0 SSE SHEET 5,1 FOR ALTERNATE ONE ELEVATION I .1 FOR TYP. CONDITION It SEE 46/S Cv EAST ELEVATION AND MATERIALS OF 5A5IC 51�� 4 (44-) SOUTHELEVATION BASIC BID CID 0 z Zt 0 C\j SPRINKLER ADS x4 IGHT FXT;� 0 -- ---- \a 0 o ICE 11 4 4j W � a 2 SEE SWEET 4.1 FOR TYP. 2 1 CEILING MATERIALS AND E4 " NOTES 0 53 REFLECTED CEIL OFFICE 17 Cv 00 E-4 In L055Y BADMINTON W R rp'-2' "I-01 vi co VA TILE ACCENT 1-4 -7 -7 ZTILE Cv 1-'2I ASKET5ALL TOILU VEST VFATLE 35 5IRLS \ ;0 JAN. I JAN. 31A ck)) 37 C4 34 1: 3 71' 36 \T V,, N��, F 30 �4 N T-I EALTH ALL 3 \\ f IsC&A L-42-J It D 'x XX\\\\ _u Cu r C X 4 CONC. PAD &'-0' HIC-04 CHAIN -L L 'X e LINK FENCE AV C14 BATT INSUL 7 T X 'X� 2X4016' 0_ VP OVER 1/2' V?95 N, A* +W00916", 5/8, PLYUJO SIDICS OVER ISLOG PAMR N 2X6 STUDS A -1 1I 152 2XS STUDS 4 4 Xl� -_j Apm 2"1 PONP */Ivy M( 40 rs 00 Ann. N ALTERNATE ONE N� NININ WPL4TTP" Nl�NNNIN N wVOL SEE FLOOR PLAN EET 2.1 \`, @ '� � '.\\ '\ `\�.. m Tp uJr�rf Fa..y11.1 rJr-n I ,�\ 9 ,�` IVY' "C�; R \�. ;` \. 4L 47P *frA*1k.,9wL.;;7 co X �,j rip I L)II I PI /0 �+y L MD Or \� \� NI IJ \N � L_ x u 5,2 Q) L NN X\ L C) 4" VOLL ALL BASKETIBALL 8� MULTI-PURPOSE ROOM 38_FLOOR MARKINGS 5o2 I/O's I'-0, NOTE: 1. DOUBLE L IIII INDICATES 2' WIDTH. OTHERS Allis I' WIDE. 4& PARTIAL FLOOR PLAN BASIC BID 2. INSTALL 11 NET STANDARDANC.HOR SLEEVES. SLEEVES TO 5E FURNISHED 15Y OUNER. VERIFY LOCATIONS. OS/21/e8 a F'EFT111.1' rK). 70 so 40 30 20 10 :1, :1 If')F A.T-.; r 1,001 711 NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 (0 DRAWING IS LOSS CLEAR THAN THIS NOTICE, IT is nuF ro THF QUALITY OF rHE ORIGINAL DRAW1W. 132 12 q2 z fp 2 EZ 2? Iz 02 61 131 It 1 91 Cj I t,I C1 21 11 01 -6 9 L 9 S fp E 2 1'111110, T MWROFILM SERVICE. M. APRil , 24, 1991 Commercial Microfilming, Processing & Supplies Portland, OR Seattle, WA. OK --p L 7A ROM 5T A N 70 50 40 30 20 0 � XAMER E. RUEDA A OG F C B L� CK) J . H Cal F LOUVER HEAD TO -- PORTLAND, OREGON 12 ( C 1' 1651 O MATCH CH sLoF'E Of r� OF -- . ROOF 25 76 I 56 I _ 6.4 6.1 I b.l4.' 53 b 15 26 _ I 6. 25 1 J 6.4 0 �` &A 61 r-- t \ 1 0� o � � cy Wz0 82 SECTION _ _ �2 SECTION zIt 0 .1 I/8'• 1'-m' - v8'• 11 .01 - ---- ----- --- --- - - --- _ - - Q a o DRAWING NOTES - SHEET' 6.1 \a o 1. PLYWOOD SHEATHING 5. GYP BD. FIRETAPE w °� a QF 49 I '. • ' 6. ACOUSTICAL TILE G 7. VENEER PLASTER. SEE SPECIFICATIONS. o a. `✓ ! ';` 8. SUSPENDED CEILING. 2 64 . . c.. � � • ,• il. SPACED WOOD SIDING ' 1'P. R R 13. CEME?1T FIBER DECKING o U `v DETAIL _ 1=1N. 1=L 21. BLOCKING 9 ALL SHEATHINi• JOINTS � T- ! -- 22. BLOCKING A 2'-0" O.C. NAIL WOOD SIDING TO BLOCKING 122'- - \ TOP PL. . • • . . Gd o • `�• 29. INSTALL TJI' S•WITH 1-1/2" *LOCKOUTS Q ?' -0" o.C. UP T AND REMOVE KNOCKOUTS FOR VENTILATION. TYPICAL N 801 -_ 30. BATT INSULATION " o 1 _ 32. RIGID INSULATION ,;` ; pili-- I- ?3. NOTE: PLENUM SPACE ALL EXPOSED WOOD TO BE PROTECTED 6'x18' GONG. WITH GYP BD. FIRETAPED. ` ►�i A i_ 41 CURB ' ' 40. MUDSET CERAMIC T;.LE, 2" RECESSED SLAB 11 41. FOUNDATION. SEE STRUCTURAL DRAWINGS. 42. PERIMETER INSULATION 9 43. 4" CONCRETE SLAB 44. SELECT FILL 6" tilN. V L d 32 43 LANDSCAPE MOAT 45. MOISTURE RETARDER V Lcv 1 6.1 3/4'• 1'-08 D75fd1r9O1 51. BUILT UP ROOFING 3 I �- - -- - - - - - - - -; B .�. K G H I CH. UNIT ----4 4 3 • COORDfN,�TE W/ MECH. 53 SKYL IGHT Ff?`� SPACING 4 LEWaTI1` 21 \ 42 51 \ 1 - � a I 81 ' 115 -3_ D42 4.2 YTOr' Fl: 44 / `fOP 1 ' 114'-5 1/2' 13 - - - - - - - 42 1 51 1 P 1 'tet 42 �- ------- - - _ 43 43 43 - - - -- --- - --- ---- - ---- -- -- ---- ------- ------------ 2'1 42 42 42 2'1 42 - - ----- LINE LKI D(3 32 5/8' UIVDERLA T / I LINE PURL M f 6 ^� 13 5/8' SU�LOOR -� -' -=- _��� 29 c 5 OF ItURE I 3 2 9 WATERPR X0 RANI~ �''� 32 32 21 \ CONST.21 b \ SUS-PURJ-N 32 32 5 - - \�PURL IN MECH. DUCT SEE MECH. ' i �- 2x12 Ib'O�G -� X33 33, 33 33 33 - -TRU88 4 1fd'9 -m 5 4 5 32 8 25 <ll� g 32 _3� �� 8 29 29 25 32 32 �� Z 1 32 32 rp 21 i 22 21 22 14 CONC. 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APRT -j 21991Commercial M' 'nfilming, Procossing & Supplies -., Portland OR. �.eftle WA. so 70 DRAWING NOTES - SHEET 6 . 2 w ao 40 30 20 p 0 1. PLYWOOD SHEATHING 3. PLYWOOD SIDING t\ r 4. _ _ TYPE X GYP BOARD 12 9XAVIER E. RUEDA ' y 5. GYP 8D. FIRETAPE J 7, VENEER PLASTER. SEE SPECIFICATIONS. b-1/2' 'r 6 1/2' ��- c1� 8. SUSPENDED CEILING - - p PORUND, OREGON 12, BUILDING PAPER :1. SPACED WOOD SIDING K K H F cc- B 1651i a �� � - � 24. 2 x 4 STUDS 0 16" �� OQ 25, GLU-LAM BEAM l` F 26. 2 x 6 STUDS 0 16" o.c. - � 28. i x 8 STUBS " 16" o.c. - �._ 21. BLOCKING 40 ALL SHEATHING JOINTS 16 2b 29. INSTALL T�I's WITH 1-1/2" KNOCKOUTS AT 2' -0" o.c. UP -- 6.1 E,2 - i� 36 AND REMOVE; ALL KNOCKOUTS FOR VENTILATION. TYPICAL. � 46 ki 2 - 62 �62 30. BATT INSULATION � 33, NOTE: PLIFUM SPACE - ALL EXPOSED WOOD TO BE PROTECTED - --i-- -- �` - WITH 5/8" GYP BD. FIRETAPED. �n `n - ----- --y- ---T----r_- T -y 34. 3.5" METAL STUDS AT 16" o.c. ''� --�- ----� -- - -- 51. BUILT UP ROOFING o ---- 1 O al � wCv -. zCIO W -- a 52 1/8'!- CTION 0 Cv 9 - ro.2 1'-ON --- - - - -- - - a � a m �o2 LADDER L K H F E D C e a.. rp 69 2 � 62 62 4 o U C' 13 25 - -- - ---- -- -_- \ o b.l w a sJ F ) D q " � 51 ( U 1::1'-8 1/2' R OP PL 1 �3 121'-8 1/2' r a ai 81 TOP PL to 1 4.1 4.1 13 I ei cw 121'-8 1/2' 30 011111011111 42 ,4LT AT 3 11 o'�IE L 2,121RE�-0 SECTION s • SPRINKLER 30 MAIN X0,2 I/8'■ 1'-fd' fREs a 2b 0 12 N CEIL1 5 I TILE 30 � \TE r C SiM. I "1 51 AT GRI51 BEAM 2 51 k GRID Ell �� SIM. _ 63 MECHANICAL LINE 9 ------ 1 41 ROOM --� �, 1 p /r---2x12 • Ib' OC.-� uz-2 _ i 14'-5 i/2' 114'-5 I/2' C \ 3 JOIST HANGERS \ CL IP CORNERS i TOP PL TOP PL. 201 - i C I \ RS 30 ---------I 29 01 29 a 26 - - ------ . y 41 1 r 1r AT GRID \ NES 4413 3A � ( sub-PURIIN 4 5/8' uNDERL4YrENT-IS � ��DUCCTINTALL5/8SUML PURLIN 1 4 WATERPROOF MEM15R4NE , !/2 P�YWD. 1x8 TRIM- TIGHT TO BOTTOM 028 FIRESTOP 6x4 • 2x8 • 48'O.C. 5OF WALL PLATE 21 _ 48'O.C. 00 33 - --- 5 16d NAILS l3) 2 3Z T - --- _. .� FIRE STOP W/ METAL W"ir'iERB - i _ a TOP 4 BOTTOM AND 5/8' _ lfa9 -1m SEAL O OPENINGS BETWE , - TOP BEAM _ 2x4 • 'OAC. �b 14 I 2" W/ , TO SAFE MATERIAL.YSTEM 2x S • Irv, O.C.-�y <24 5 32 42 OF _ - 1 HR S P L��� FRAMIrIc„ \ ,¢,T GFZID Z /2x4 • I6 O.C. UJ/HANGERS I 3Z I1 � -- it IV 1 _ - t i �sCv / FRAM f NG • 48' OL. -- - - - J 3 - 22 3.2 8 32 ^4 5 5 5 2 8 29 i Imd NA 15 ?5) \ \ MDO SIM 34 SIM V Z 32 32 32 4 31 32 �. .� J 29 �tl 6 2 LAYERS 3/8' PLYWD./ 3Z GLUE 4 NAIL TO 2x4 8 CARPET �3 - ;=URfif?dG 4 3 2 C A WAIN 1/2 PLYWOOD SEE 32 8.1 8d NAILS (13) 8.1 y 5 COLUMN BEYOND , 41 y- i A 41A i C L RM. VEST MULTI -PURPos r- MULTI -imuRfC3 LOBBY9 3 [MCI r p 2m 2m 19 3119 32 32 32 , 3Z 3: 23 Z 3 884620 TOP CONC. --� _. TOP OF - - j\ - 1210'-fd zo� 6 . 2 4 COL. // 2& 1Io ro.2 1/2's 1'-0' 10-12 �o..�. I/2'• 1'-m' - (D.2 Imo'• I'-O' - �.2 »'• 1'-0' �.2 1/2'• 1'_fd' - _ 6.2 1/2'• 1'-m' - (0.2 1/2 I'-ON ro.2 12'' V-ON ,� 1/2'■ I'-fd' 1 �.2 �2 1O' so 1\10801.891, 60 50 40 30 t0 10 (49/198/88 Q 1.7- OF 4'-i I I ( ( I I I I I I I I I _ ._... -..-,.:.. - , 4 1 11► III I I I I I I I r 1 1 1 1 1 1 1 { I I i l I l i l l l l l l I l l l l l l l l l lf ......w..x. ».. .......„»....,:c.�,..•. ....-,.a.- i I�I I I I I� I 2 3 4 5 6 7 9 0 1 I 12 NOTE: ]F TN IS id ICROF I LMEC 1 --•- _ _-___. -...._ .._.._ - --_- - ----_-p = yo DRAWING IS LESS CLEAR f}iAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAW I NG. - - ----- ------- - OE 6Z 9Z LZ 92 SZ tsZ EZ ZZ IZ OZ 61 @1 LI 91 SI b; F '1+ II 01 9 L J S b E Z 13I"Ak �nluulnnluulnulnulnuhullunlulll11111II1111rulnuluuhluli�iiIH1111u111III11111111I1I1H111111111�11111111111111111111111111111i'" ,►!►IIIIIIIIIIi iIIIIIIIllll1111111IIIIIIII' ,1 .:�1"1�►1er.til'.111� 1111;iI1►�Inlllnnlnull�w>t�ttllluul�lu�t1111�n1►ulllml�u�ln �. � M1('R 'FILM SERM'F (1). 4 1991 0ommercial Microfilming, Processing & Supplies o1lend, OR. Seattle, WA. go 70 w 50 40 30 20 p 0 DRAPING NOTES - SHEET 6. 4 ~� rf� 1. PLYWOOD SHEATHING WER E. RUEDA 3. PLY400D SIDING .� 4. TYPE X GYP BOARD C7 ( 35. GYP BOARD FIRETAPE 1i 7. VENEER PLASTER. SEE SPECIFICATIONS. PORTIAND, OREGON , 8. SUSPENDED CEILING 5 FOR FRAMING ABOVE 6 \ . �� 1651 �� E SEE SECTION 6/6.2 11. SPACED WOOD SIDING AA lb/b2. 13. CEMENT FIBER DECKING 0 F l' I 21. BLOCKING AT ALL SHEATHING JOINTS - 26. 2 x 6 STUDS • 16" o.c. 51 11 �_ _ 27. TJI'S A 16" o.c. 114 _5_1/7 �30IL.ER 4Z 42 TOP PL- 4� `�-� 29. INSTALL TJI' S WITH 1-1/2" KNOCKOUTS AT 2'-0" o.c. UP ROOM AND REMOVE ALL KNOCKOUTS FOR VENTILATION. TYPICAL. r -- 30. BATT INSULATION RIGID INSULATION 33. NOTE: PLENUM SPACE - ALL EXPOSED WOOD TO BE PROTECTED -1x8 WOOD -- -- 11 _ 5/8' SUBFLOOR I - --- ��� TRIM "_ MILDINCx PAPER S�•1B-PURLINZ 51. WITH 5/8 ROOFING FIRETAPED. 1 - 9 g 9 4' CONC. SLAB W/ g 3� 32 LINE OF FUTURE 32 I e4 MARS * 18' EA. WAL � PURL11�1 / 32 53. 24 GA. PRE-PAINTED METAL COPING. � CONSTRUCTION l WATERPROOF MEMMRANE �� 5 I 1x8 WD. TRIM 3� 13 ECH 201A MEC)4 201 !/2' PLYWD. FIRESTOP 4 -6 -- 2x • lb' OAC. ---- �+ - I N 2xb r 16' - -- _ W Cv O.G. 26 Z 0 WELD TO $ Z STRINGERS AND 33 0 ANCHOR TO WALLW/ °✓� a 56 J \�\ 4-5/814 LAG 5OL S 33 3Z \ - LADDER WIDTH T o 2 3 28 r-� ERE 2 LESS THAN 0 '1 bb it 3.2 3Z ( \\ ACCESS CLEAR - --- a e 8.1 28 26 \ \� OPENING IVERI )- 0 32 - � i? 63 \\�) -`'`-1 1/4' 0 PIPE RAIL 0 EA. STRINGER °� o \r-I, STRINGERS r �. 26 - ...-' - a•, I Y I T•1 q� a lfA C \ 5 ON F4 I I/4'�4'xI ' W OFF I C USO 0 / I/? GIRL _ _ STAFF � t�K � Cv o OFFICE L055Y r � ' MULTI - r suPPORTS 9 2m I� ?1 A OFF. \ � W/2 A(+�FZASi�/E ?b_1 1� �� �� �� � U a LOBBY PURPOSE \r-I\ :;TRI P�� 5-A TREAO ` o \\ \ W r0 - lll .� PAlf J7Lu la JAI. 30 8.1 19 D32 ' 3Z 32 3 2 \ \ L 1/4'x3'x3'x6' W/ 18 8�1. 2-5/81OM515 IN FL 2 32 U TOP CONC. 1jN \ ' A LAGER - W R a � 83 _ �2 _ (�43 33 2 3 SHIPS LADDER • WCH. ROC'M 13 3 ro.4 1/210 1'-m' �_41�'• 1''m' �_41/2'• I'-m' ro.4 1/21■ 1'-0' 1P�'• I'-fd` lr1'■ I'-m' - _ - �.4 �_4 ro,4 1/2'• 1'-m' ro.4 1/2'• I'-m' D05+a5�1 ��.4 V2'. 1'-0' �_41/2'• I'-m' a 3 8 � H o 53 AT LOCATIONS WHERE ) F WALL Is PARALEL TO TJI- INSTALL 2xb 5LK'G. 51 LINE OF e4_2 0 16'O.C. 5ETWEEN TJI'S D42 SPRINKLER TJI 5LOCKNG 3? 51�\ 42 Pl-'rWD• 2 - I ?°> FSETWEEN 51-0' 13 1 _ \/ PURLN 1104 - ALIGN FACE OF PLYW. FILLER W/ 41 _ - ------ AND _ -- �I o AND V.P. WALL BEYOND 1 4-1 21 -- 9 I �( ( }`, "-� - --------- -- ----� ______= 70 so 50 40 30 41A20 >b 0 � 3 1/2METAL 1/2' STUDS WER E. RUEDA ,A ANCHOR .PORTLAND, OREGON 1651 OF 5 3/4' I - --- -_4 EQUAL SPACES 3 3/4' 1�4 3 3/4' METAL STUD 16 ,ALUM. SLID INC JAMB - HEAD SIM. WALL 81 15 22 8.1 i DOOR �1 - ,�. � ,�--- 1 8.1 T.1,,P. 8.1 8.1 3 ■ 11-O, D3008m9m � _--- ,- 3/Ib' STEEL f!? W/ I SEE DETAIL 36!h2 .- � -'----PAINT `` FOAM PAPE _ I - PULL. WIDTH REINF. I I FOR CURVED SC�h�It 2 C I SEE DET. 10/32 R)R I i �- NT�7 MATCH 6 w - L NE OF JJAMB WOOD SPAC I cv ME -� `_J BEYOND -- - -- - - - 26 - , - - V.P. ----- '� I a ' L_� I W >< M r REMOVABLE � `'' I SEALANT "3/4 G.B. 14 MULLION AND� J _ 8.1 rT,1 Z 0 3 3/4' iv ADJ.LPL. 3 w ---___ --- I - - - 22 MUL.LiON .. 72 JAMB - HEAD SIM - ("62 JAMB 52 MU_WON-HORS. I 8.1 3'• I'-m' w D3mm�m44 dCV 42 DOOR HEAD ALL �3 ^, 8.1 3'= I'-ON I�3mm8mbi 8.1 309 I'-m' p3mm8m56 8.1 3'■ I'-m' D3mm8m51 8.1 3 - 1'-0' X� 2 `` 6 9 I6 44 - - - -- - -- - \a o $4 3 3/4' 6 N ( 8.1 31M. a1 tYP 0 LINE OF WALL AT JAMB CONDITION ___ ._- - � - - - - - - - Y a -- - - ;QUAL SPACES - � 1/'�' - -----I- -- __.. - - � WALL -�1 a --- Ci 3 3/4' _ 2 12 ATRIUM PLAN 0 N \ _ U Cv LINE OF _ _ \ R 1, i/4' I/ -13L.ASS -r -- - - - _ - -- - " 2 SPACED ° CURVED UA-IRE SOFFIT WOOD W 0 2x4 W 5 3/4' OCCIRS 3/Ib' STEEL I!e W/ STIFFENERS T.B. SIDING lo6ALL FU WIDTH • 24 OAC. �,, SEALANT o LL ID H REfNF. V.PB. I __ DOOR H H 1/4 PLYWO. SHTG. 21aP�5CO W!52 + ' 2x6 WALL 1 - DOOR � I SEA1.ANT'� C � 3 /4' 23 JAMB AT ATRIUM F v a' r PRE MOULDED U EXP. JOINT W �3 JAMB - HEAD SIM. �3 JAMB CTRANSOM SIM.) 53 SILL �3 WNVDOW HEAD S.i 3'■ I'-m' 2 I/s' p3mra8m48 , 8.1 3.. 1,-0. D3008062 8.1 308 1'-0' �_ 03mm8MI 8.1 3 ■ 1 m D3008052 8.1 3'■ 1'-m' D3mm8m5m t B•-�� WALL CONC. 13 THRESHOLD 8.1 3'■ 1'-m' .. ..2 .. . . 2 D3mmem8m / oo lo SUSP. CEILING 3 oo 2 b I W SPACED AT HALL 3 1/2' ALL WOOD 2 ' TB SIDING -- b -___ 2 - --- - -- - - 6 2x4 2 Q) 114' GLASS CRONY-\ r I 2 b °.SURROUND p _ \ 2 \- 2 ALANT METAL _ cr 'tip •. FFFLASHING Io, DINCsED WOOD -- PRE_ CONC,, FACE OF GONG MOULDE'b • SPACED I ,. EXP. Jt. WOOD SIDING �� IF JAMB - HEAD SIM. - �� MULLION VERT 54 THRESHOLD _ r44"`� SILLIF ("24�3 • 1'-m' U3mm8m63 81 3'■ 1'-®' , JAMB AT ATRIUM 14 HEAD (JAMB SMA.) D3mm8m58 8.1 3 ■ 1 m 'n3008053 8.1 3'■ 1'-m' D3mm8m46 8.1 3'• 1'-m' D3008045 8.1 31- Y-0, 03008042 rJ 4 DBL. 2x4 \ HEADER V.P. VP - - \ _CURVED SOFFIT PLYWD. SHTG. W/ SPACED WOOD CEILING 2 2 SIDING % 3/4' T "-" -- BLDG. PAPER I 1 SUSPENDED SPACED WOOD �`- --- --- --- SIDING (WHERE 1 / - - BEAM -- mi li r_-L1I I'i CEILING - -- - - - - OCCURS) I G.L.--GYP. 5D. FIRErAn, -'- SPOD 4 _ TAGKBOARD W/ ao AC SWOON \ 2 _l D i '� METAL EDGE SEALANT 11100 SUSPENDSAll SIDING I � -`'-COL. BASE SEALANT - -- `'IEtAL'' - - PLATES , �n - •�.--':-�-- _ - FL�1SH�i� � BELOW 1/4 - - - r L - - - J H.M. STOP � 2-3/4' 5 3/4' I ,� At SIMILAR SEE JAM H.M. 6 - 3 3/4 I � PROFILE DETAIL -15 JAMB HEAD SIM. 65 II HEAD 55 JAMB AT ENTRY AT F�COND. i 15 MULLION CTYp.; 8.1 3 ■ 1 -m D3mm8m64 8.1 30■ 1'-0' ' 03008059 8.1 3 ■ I -c� 03008054 r 8.1 33■ 1'-m' 03008041 C' p ALUMINUM 9 SLIDINCx DOR COL. V IN H.M. FRAME 3 3/4' r � I I � 3!16' STEEL 1E W/ `' + O ---- - '� � FULL WIDTH REINF. � ,� NM. STOP c4 2 ��� 6 0 �__2� WIDE REINF. -- METAL --- q f� '^ i' STRAP FLASHING i �`= b SEALANT -- -- - - SPACED WOOD cA --------- ' � � w - --- i>J SIDING �Q SPACED 2 I c`' - - WOOD - ui v.P. SIDING 2 i WALL / 1/4 - SCSI0 5 3/4' -- PACE OF Gc�NG 4 2 , 2 3/4' 3 3/4' • gPAGED I 1�8, 6 r - ----- -- WOOD S f D f NG - -t� MB - HEAD SIM. 6� JAMB - HEAD SIM 56 JAMB AY ENTRY �� HEAD AND SILL AIF T ATRIUM 2�o JAMB • ATRIUM 16 J 8.1 8 * 1 3'■ 1'-m' D3008065 8.1 3'■ 11-0111 1- _ AMB D3mmJ3mbm 8.1 3 I m D3mm8m55 8.1 3'■ 1'-m' 03009047 £3.1 3'- 1'-0' D3mm8m43 "1 , 3'■ I'-Of 0300804+9 70 60 P>��/21188 MCI. EIEM-.Ic 50 40 30 so 10 1.6 (IF' r 4 Ir1rItIrII�rIIIIII�IirIIlI�11rII11�111�111�fIIlIIII111�I1111111f11�1�►III1�1111111Illilrilll) 11111111IIf11111III111111111IIiII1111111111r11Ir1i11lIlIIrI11111I111111111111111ilillllfrlrl11rr1 � .* NOTF: IF THIS MICROFILMED 4--'•r• ( 2 �+ - - -4- --_�-. I� sff 7 - 8J1 __ 9 -_I -_ I I (2 i ..c DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO r THF QUALITY OF THE ORIGINAL DRAWING. 0E 62 82 LZ 92 SZ t ? EZ ZZ 12 OZ 61 81 LI 91 51 bl EI ZI III Of 6 9 L 9 S b E Z- I"•�� rHIIIII1111111UIrlllllllllllrrllllllrlllllllllllllllllltli11111411l1ur �!!!!Irlulrr1111111111111111ffluulnfflufflfl)11111111171iI1,1111111111111111�111f�f11111nIllullfuflffulffl�iffllliulflulunlfull�lhnlrlrlllNrlllNlfuflnffl1111lllfllAnululllil!(L�lllllllnlllnllllnllh A MICROFILM SERVICE CO. P Al 2 4 Commercial Microfilming, Processing & Supplies 1991 Portland OR. Seattle, WA. so 70 w 50 40 30 20 10 0 BEAM SEE STRUCT. j �� 3 3/4' PL1'WD. SHEATHING-- v 52 11/4' 1/ � XAVIER E. RUEDA VERI"' ROLLINGO -I 9.1 _ DOOR DIM. � � -GLASS �� l� ��. 6 PLYWD. SNtG.- P TLAND , VINYL COVERED T$. - _Ll C `.'.P. AND ,'� 1651 �4 v.P B. Q PROVIDE ACCESS PANEL � -- � - 0 F O�v AT FEND OF WING WALL SEALANT TYP. �--_� Z FOR ROLLING DOOR, VER �1` � -b SIZE 1 LOCATION W/ DOOR - 1/2' ' MFu. a PLYWD. SIDING PLAN VEW - - _-- i . 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COL r52"� FLASHING AT COL -- STRAP INF. __. -- - -- 9' _ _-- 4 �' 12 HEAD-JAMB SIM. ,� a 03008089 62 3'• I'-@' D3ftlk78@'i8 9.1 3'■ 1'-@' D3m@e@19V. - SEALANT SEALANT- � ° 1 -@' v,P,B D `n SPACED WOOD 9.1 3801, -@ D3@m 61 0 ►~IETAL \ a f I 1/2`x2 1/'2' STEEL F$. DRILLED * 12'0.C. '� SIDING c:JU1dTER- \ ° FOR 3/4' 4 STEEL RdNGB LL -LDED TO rLASHIiKx V.P. PAINT � � d RAILS AND GROUND SMOOTH-HOT SEED T. 2 6 DIP GALV. t PAINT AFTER FAB. 171 63 - ( J 2 2 4E1/4'x2 1/2' STEEL F.B. EENT SUPPORTS PLYWD.---- '! 4,1 2 8 ° 8 W/l2) 1/2'4x3' LAG BOLTS l4'-0' O.G. SIDING •• i ' 2 ALONG LADDER MAX.) OVER 3LDG. 2 I 2 8 `: SIDING - 2 2\ 4 21_01 PAPER --- OVER BLDG. ;; 2 1 H o - + 42 _ PAPER II JAMB AT ENTRYCv X t 2 4 GRIND CORNERS SMOOTH METAL- Y 2 i 2 ;� U PRIOR t0 GALV. ! PA IN'r FLASH INC '�.1 3'■ 1'-@' METAL �� . ° T- --,. k 030@8@81 _ 1 r a _--- C3 SIDES) ap B1l.R L,ySHING Gd I C CONT. 1 a. DRIP-WELD I o 114 1/41TO H.M. r " 1 - - C' I H ~ V.P. AND ... v, 83 JA FRAME At W.M. DOOR :. - 3/4' ►4 q o� I HEAD FRAME W/ FULL V.PS. 9.1 3'■ 1'-@' 03@@8088 HINGE REINF. SEALANT I U 1/2 :.. 2 6 PLYWD. SHTG. HEAD (JAMB SIM.) ,, 23 SILL 13 HEAD (JAMB SIM.) tx SOLID 3xb BLOCKI 9.1 3'■ 1'-@' 03@@8@83 2 C' �. 8 EA. SUPPORT - 9.1 3 1 -@ 03008@'1@ °1.1 3 • 11-01 030@8076 v ` d Cv DOOR GUIDr H.M. FRAME PLASTIC LAM. 3 BA K.SPLASH - -_- _ _ - - - - - (03 W STOP AT ALL LADDER -_ _8 3/4' DOOR 35A SPACED �, FI FIRE- SPACED 1 WIN 1'-@' 015050@3 � WOOD , '�� - - - SPACED SIDING TAPE PLASTIC LAM _ ��, - 4'-�1' 1/2' 2 �' g��Ds 43 JAMB - H • z 8 PLYWD. PANT= BYAGABIT NET2 �c 6 i 6� :. 2 6 EAD SIM. VEST 11A AND 12A SHTG. 33/4" Q 10 MFG. '. ::. _ BLD��. PAPER 9.1 3'■ 1'-@'NK 030@8@82 2 g o PLYWD. SHTG. 4 - C4 Z -� � LINE OF F >LNOATION rr , V.P. AND V.P.15. " 4'-01 F.O.S. - 'Z' FLASHING AT WALL MYOND V O i +- H�1, WINDOW SPACED WOOD SIDING �� L T$. I I 8� COUh rER 4 �� 1 5/8' I�At~tE R SIT PAPER I , .a. 9.1 34■ 1' SEALANT \\ - - M�i55 JAMB CAST CONC. WINDOW Ir24 JAB rl4 a .. 9.i 3'■ 1'-0' FRAME I SILL _ 030@8084 v a I 9.1 3'■ 1'-0' 03008069 `J.1 3'■ 1'-@' E`~I -k a v ° 1 1/2' NOTCH I D3Q�8@'1'1 AM. Ix HOWD. TRIM ��'��_ ��- R3/4' Y o I I+I v v r IIf SPACED i 1!2'!' T.S. _, 0 R3J4'. I WOE �- v v Rl/2' �- PIPE RAIL v v a � 2 b J SIDING 2 2 1/i' FLYWD. (SAI N T) ' W.P. MEMBRANEVP 12' 4 4\ � 2 _ _ -8 gPOT WELDS 3/8' R DRIP' dp -IJP r �` PER END �i - Ste. FLASHING 'Z' FLASHING (Y I I TAP FOR SEALANT 9 U_ 3 3/4' ;SCREWS � ti ELEVATION 44 x5 4 a EL PLATE rA5 HEAD LOUVER -`�` � - � 3116JAMWIDTH Q � ANCHOR W/(2) 5/8' REINFORCING INC BIRD _ 4 3 1/4 • xb WALL V 0) LAG SCREWS TYP.- AT 5.1 3'■ 1'-@' 030080'15 SCREEN '� - J CURB • RIu1. 200 605 PIPE RAIL b LOCATIONS . 5' 0 2x8 WALL 9.1 3'■ 1'-®' 9.1 1/2'■ 1'-@' 00505002 ciF1p � F' a G1F� i/ c SPACED WOOD SIDING � q OVER BUILDING PAPER c D S.S. FLASHING f I'► t$. i SPACED WOOD a TING - -- i 25 HEAD-JAMB SIM. 15 TYP. HINGE REINFORCING I 1 SET IN BED 01= I OVER EUILDING PAPER _ 9.1 3'■ 1'-@' D3+<�rt71D0�2 `J.1 NO SCALE 4 MASTIC f(! RS S.S. FLASHING �, T$. I 03@080'11 O • SEALANT FE L SEALANT 6 1111111 I I I 1 ( I wonr.) TRIM � NOTCH 2x �.� I -���� URS CAST CONC. WINDOW\\ A$. I - 1 { FRAME I G G. WIND 4FRAME --- _ - °SPACED WOOD v I --- -- i I LOUVER -- 3PAc.ED SIDING v a i av I \ �O 45 ''v av 1/2 NOTCH I BIRD �� WOOD PI YWD. U g'l g.l j CONC. WINDOW � v I 1 A.B. I SCREEN ,� -- SIDING SHEATHING �z n 56 I FRAME TG R3/v a I - R3/4 av - SEALANT -_ • A 8.1 I BEAR ON FTG. ;p v ° E - I I v 1 2 .- 6 i 2 2 ` g V.P. OVER 9.1 F v GONG. ; _ R3/4 v Rl/2 2 b I j R3�-'' v Rl/2'-- I 22 1�. c�, -� v _ f�� g -� SEALANT-, 2 - � � �0 ( 59 APRON v iv v a v �V 2 _ 6 METALC -' a I ► 8.1 j -- - a v FLASHINr.3- ---------_-- _ I TAPER CURS 12' 12' _ _ � 'Z' FLASHING' - -~J y.. ;t dD _ METAL 8E3491� ' ------ 10'-01 RO_ , '�4' '_4� 10'-(d' R.O. � 4'-m' - ,,� �/ - --- _� 3J8'R DRIP ap �,� - - � WOODEOR 1'�ga. 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MICROFILM SERVICE CO. e APRil 4Commercial Microfilming, Processing & Supplies ��++ 1991 Seattle, A. Portland, OR. See s, W so 70 eo so 40 30 20 >b 0 GLO<,K AND :SPEAKER �AV1ER E. RI I 'a ROOM 28 'G`G�t �-/ / r �� v.P. PAINT 9 W-2I VINYL COVES VINYL COVERED VINYL COVERED LINE OF �� LOCK t- OVERED ,LINE OF Y.P. PAINT 3�\ VINYL COVERED CLOCK 4 `✓INYL COPE OF �, PORTLAND, OREGON � 45 Tt>CKBDARD tAGKBOARD /TACKWAK) CABINETS 3F'EAKER �TrO��ARD CABINETS /TACKJ5OARD 3F'£AKER TAC:KE30A CABINETS �� 1651 �0 ITT• f 3G 1 I l i I 24 G1rr`+( --t -- i 1 2.4 t a ❑PTD 16 a n t I 3� i GB I I 23 rj j 32 ❑ o ✓ ❑- LJ L_ - 91 23 ;1; 3? 1 ( - 32 SIM 8.1- p r8.1 oat ",i p 32 _' 32 I i pot p1: t _ . _ _ _ 'S4 RB•� 19 OUTLET IN -- - - - -- -- - - - - B.{ �_ R$, lg 32 BASE OF CAF:. C_Z.21) 3..22 81 CLASSROOM %3 � 2e ALT No, T CLA��SROOM 1 �1 CLA OOM � <3 oPfi�. HAND 41 CLASSROOM 1 C 4 OFF, N�41�1D� _31 CLASSROOM 2 _ 21 CLASSROOM 2 (3 OFF. HAND) lra.l 1/8'• 1'-®' r2 AND 4 oPP. +�aND> 12`.1 v8`= I'-m' 112 .1 I/8'= i'-m' 10.1 1/8'. I'-m' im.l 1/e'= 1'-m' (3 OPP. HANDS 10.1 1//8'- i'-P. 22 32 VINYL COVERED TACK50ARD VINYL COVERE VINYL COVERED INYL COVERED 9 V.P. PAIN? 32 /LINE OF CABINETS L NE OF iNYL COVERED V P. PAINT 9 LINE OF GAB.\ V P. PAINT SPEAKER 32 VINYL COVERED TAGKtiOARD 22 CABINETS TAcfcBOARD TACK50ARD /1 It N 77"7 p ir• 24 . CISG I I tt i GISG 1r24 N z o 63 (� GB I <<± I I ❑ '; ! C I I I 56V3) t b 23 I } v 23 F` Z 9.1 . : 1.,+ I L 8�1 8.l .1 pi I ,� � t +' 'r' p ,; 32 � -- S iM. Ir T3320FF. 1919 TOIO(E� GAB. BASE1 32 32 8i a 0 82 CLASSROOM 2 rI��NL7, 12 CLASSROOM 4 _ �2 CLASSROOM 5 _ _ __ e4l CLASSROOM 5 AND 8 __ 32 CLASSROOM 5 _ _ 12 CLASSROOFF. HAND) a 1�.1 i/8'= i' 0' lla.l i/8'■ 1'-0' 1�.1 1/8'. 1'-m' .1 in 1'-0' 1/a'. 1'-m' 1�.1 1/a'= I'-m' 0 r ti IT� a 2 �9 CLUCK, � b6 V.P. PAINT VINYL COVERED 22 /VINYL GOVEREG 22 2 3.2 T INA YG C D *F`EAKER 8.1 TACK50ARD 32 TACKBOARD 3� LINE OF CABINETS Y.P. PAINT H L12"I PF U; 31 OPEN 32 �y: 'i 23 � r:; P23 I v,/~"tt' t bb TSG r 32 :• I ., O H 53 Z3 x 83 CLASSROOM 1a _ �3 CLASSROOM 10 �3_ CLASSR�, M t0 3� ( 43 CLASSROOM 2e ALT. 1 33 CLASSROOM 28 ALT. 1 1�.1 1/b'• i'-r�' i�.l 1/8'. 1'-m' lm.l 1/8'. 1'-0' I/8'= 1'-0' U � M 29 29 2 18'x2.4' 22 29 VINYL COV EFr=D CLOCK AND '2 V.P. PAINT 32 SPEAKER D 32 3Z 32 29 CIABINETS Y.P. PAIN', 29 T INS RD D 21 32 MIWIOR 32 TACK50ARD 32 r SPEAKER 32 g2 LiNE OF CABINETS V.P PAINT LINE OF CABINETS '� t3t }:x � t tt ,f,:+�. •., •• .. .. ,, Yt{jil r 1, ii � •..* I � {,t •j � tii�l.,+.± to .. •' '.. .. •• '• i;+1}r 1114 -±j: .t P ` 3 31 OPEN 3 :a#14 , r it'll 31 32 ❑ �3 OPEN r1 i•+. + } I I i 'PFD. G �3 + lt ❑ I I I rt; I _ _ - r-3 OQET�( 8.1 A Il 23 t# r GB - 1.. I 8.1 G r? I- - - -- 23 • �' I� � i . t1;� 32 #':+,L � ., .• •• .•. .. .. .. .. } i;;i 1 --.: I 32 Eil� '';' n' p f! .1. a I±•" pp u t _ t 1 p p CE Q 1 � siNK FE-) 2 3 19 4 kk) 19 - - - - 4- - 19s4 CLASSROOM 25 ALTERNATE 1 34 CLASSROOM 29 AL 32RNATE 1 32 10.1 I/Slm 11-01 6 8� CLOCK 9 LINE OF ViNYL COVERED WOOD TRfM LDINry LD1NCs 32 WOOD TRIM SPEAKER 32 LICsHT TACK50ARD ABOVE _ LINE: OF CAB. PARTft!,'%>\I 29 LINE OF GAB. CABINETS PARTITION VINYL COVERED JA1'18 32 S r 24 JAMS VINYL COVERED ,- 4 -,- - - r CLOGK4 3PKR �T•QC;!CBOARD Y.P. PAINT PEAKER •NE OF .P. PAIN Y.P. PAINT Y.P. PAINT V.P. PAIL` , LINE .CJ r �+ t 32 TACr45OARD : . 32 . r .. 14 (�R - - - 50TTOM tt Cal. CsL CsL CxL 1? I ;+1 32 : 8' P.B. I 'I' I„i' 8'IC.5 I S 8.1 �1 8.1 1 `It` - - -J OPEN GONG. COL- 32' 83 �t -- - 3 '" 'I �1 1 t ::: PHONE PAINT 9 OFzTI ±+ , 4 0T`4 I - ' R.B R.B - - PLASTIC LAM. � .Q _ 23 2 23 22 44 19 V.P.Vf PAiNT 24 4 23 PANEL \0 R.B. NOTE: NO OPENING At is VINYL COVERED S� CONFERENCE ROOMS 7 AND 8 3.2 32 81 e 1 32 32 3� ' � N ALT. NO. I 32 TA BASIC ANP .,, . IMC 15 � IMC 15 BAsfc AND ALt. 1 � 1/a'= 1'-m' --- -- - l,a.l 1/a'= 1'-0' 1m.1 v8'= 1'-m' - - �i PURLIN `J' BOXES (LIC44TS) -SPACED WOOD WOOD TR" / ViNYL COVERED b b SlJFFIT Y.P. PAINT , tS OVER VPD 32 - a 32 VP. PAiNT WOOD TR" 32 Y.P. PAINTcr) tr VINYL - _ L COVERED - 65 28 � Er•r I 3fd 16 G14 16 } 0 T8G 8.1 ""'�I ;R60FIEN 31 3.2 am43 8.1 15 8.1 AND BOTTOM 1 32 52 A 32 32 Ch 'I OPEN 9iN 8.1 OWN t I OPEN �,2 42 LIN __jO10E p iiul f ' GIt3Cs GI �IbCs G>r4 p 9.1 ayg Q{ 1 - 32 R$ 4) 19 3 19 13 LL1_ 4 53 L�.' 3a 8.1 8.1 Sto PASSAGE 14 � W 1�.1 1/�3`• 1'-m' /PURL INS /67t4oull` STRUTS SED ELEG, b V►NYL GOVI`R�D tl bV.PF'AINt 32 3 32 t J BOXES v.P. PAINT 32 tAC'iCBOARD 32 3-2 V.F'. PAI 32 AIN AIN OJ G.l 4 { 3� 3.1 �'' AIN 32 ,;' Al �, -__----__ 12 Y.P. PAINT- -- � ,I�� -_-_- T - -13 � V.P. PAI• GONG. G.aL. GONG. COL.- 53 i i CONC. COL. 9.1 GONG. COL. NT 884101 PAINT PAINT 9.1 B C 32 PAINT F;2 -- 15 PAINT t p TSC, CONC. COL. 19 1410 ,01 S1 IMC 15 -1-1 IMC 15 81 (0� IMC 15 PAINT 32 r4l IMC 15 g•1 3-7 IMC 15 10.1 v8'. 1'-m' 10, I/e'= 1'-01 10.1 v8'= r-m' I/e'= i'-m' 10.1 v8'= 1'-m' X9/21/88 so 70 6o 50 40 30 20 110 1 A 017' 45 • �(IrIII/IIIIIIII IIr�rlrlrl�I'111 �iI�IIIIIIIIIIIIIIIIIIIItIilllll►I►iII1I11lII►1i'11IIIIIr11IlII�illtlrltitllllltllltitlt11i11t�titltltltlr�llrl�Ir�rtrlrt��llrtllltlrirltltlltrlllrlllllllr�iil �;�'`` . I I NOTE: I F 7H IS M ICROF 1 LMEU DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO THF QUALITY OF THE ORIGINAL ----- DRAW ING. � 12 02 61 BI LI 91 SI bl EI ZI II 01 6 a L 9 S b E Z I "• "' rrr01�1E111(II1161IIZIIIIHIQIIzIIInHIIz11I�1I191h1111111I1111�U �Izlulu�IZuIIr�INrr�llll{IIIIIIIIIIII(IIIIIIIIIIIIIi�I{11111111IiIIIiIIII�II111IIIIllllll�iilrl1111IIIIlIIUIIIIUIIIIIIIillliilll1111IN11IiliiIWI�LI11IlutlttNIII1IIIIIlI111ii1WI}W11111I1{IIIl111I1111I1IIliIIIIiiNIiIiLiIN '. f MICR(1F11 N1 SF:RVI('F: (•(). ` - e P 11 1 "4--1 24 1 Commercial Micromming, Processinq F, tir,hlflies iv.._ ,�lLLL��.,,/// Portland OR. Seattle, WA. 70 so e111 40 30 `^ 10 0 a2 SPACED WOOD PIPE�L ? ER EDA n B.I 32 ] EXIT SIGN 3Z SP p 11pO0 T3 T sEE 65 43 IT 32 3' 31 .: _,x.d a1 f 32 EXIT SIGN 2S TZ bb i Ef 9.1 �� AAER RD ; ! 2a /^ a.l TSG T . . . - - .. 32 D 32 VPPANT D' OR 2H 32 52 4 TSG 56 I tMAG9CB0lUeD (ROLL UP FM' FL. 1651 E��p. III ' : ;. ;, VP. �qJ. 8.1 L_ , ' 8 a.l �M B.I 6 I T TSG VP. WANT �' G 0 ' T9 113L] _ ®•� .1. ,II 3 B.I rI rHll STAINL S 53 13 62 63 19 R8 T3 :d ,H.I 8.1 D I 9.1 9.I H.I µFUSER c:. :: . 9.1 � HO SPLA&1 (7 WALLS) T3 81 LOBBY 16 32 - 53 2 19 3 4 RA re 2 I 10.2 vat. 1'-m' I OFFICE 17 HCSEE SHEET 52320R BASIC BID) 4 STEEL 63 32 II JANITOR 13 LADDER st 10.2 _- 10.2 1 h T NYL AdmOA�/�D VP. PAMr VP PA MT ) MYL COVERED 32 32 { TVINYL S VE D V.P. PAN 48' MOP HOLDER STEEL LADDER n a 4 .. .. H W N 32 r - TACKBOARD ,.. . ... yr PAINT ® F z o ,: .. .. -�:YlJf� ':. .. • I! IIS :�® as D +� �� - - � _ h VP. PAINT (TYP) n .. 31 74 I�T HF_ti --�t[1Kpo. T3 W ,'li . . '. . ' .. .. .: .. I-� N2 -- - •. 'a• n .. o D III"""��� a m 82 HEALTH 18 PLUG MOLD 3 I 2 n 3 4 RD N a [ c'2 PRINCIPAL 19 42 STAFF 20 VERIFY32Ci 10.2 9'. I'-m' 12 JANITOR 30 �d3) ��a �0.2 v81. 1'_m' 10.2 va'. r-m' ° 2 W a PLUG MOLD (TYP) C AMT !TT) VIN VE D W W CLOCK a D /VINYL COVERED ' MIRi11OR VP. r �L .. : AcrBoaRD 2� F ADMETB MAC" if VP. PAMT N T Vr PAINT VERS VP PAMT 2 L ., T3' LI C J:-,•' _ 'f4 bb ba -� g t _r u D -.- _ Aj ITOG 1 T .: . r, W 1' ° ,L .. I as ,. xl ' rc 'k '.o•.... • ••••.•D•..�� � D .' D'n•�" • I : o R.D. s T3 4 RB 0 8 WORKROOM 21 H.I LINE or SAB. 2 s 3 1 2 F--I 3.2 3 4 Ta 20 4T, IaA6E 10.2 B'. , -m' S3 OFFICE 23 33 OFFICE 24 H.I 3.2 p x A 10.2 a'. I'-m' � 102 13 OILET 31 u � I/8'x I'-0' 10.2 ve'. r-0' PTD x n31e coRelaH s0 RADIUS oORVERS 24'x36' V L C GT. (ALL ' MIRROR 5 (TYPJ 43 MIRROR WALL BEYOND 24'x36' 3.2 CT. (ALL WALLS) 51 -SD "T. WALLS / TPD DISP. RADIUS VP. WITH RB. S WALLBEYOND \ 8 m CASE . . WgMADE OBASE TY?-. I PTD GT. W4LLVP. WM4 B a IW ALL TPD _ CORJE� M. C t F7 D 3.2 '- r '',1 '1� * BASE OOI�IFSTTP 24'x36•SO PTD- w 1 4 0 1i,.... ..1 l0 'I iii J' v 4 1. 2 2m 3 2 1 s0 '' O 1 O b4 BOYS 34 32 3 2 D 64 GIRLS 35 3.z i 2 3 4 2m 1 2 2m g cT BASE 10.2 va'. I'-m' 44 GIRLS 11 2 -0 CAN 32 4 10.2 va'. I'-m' 24 BOYS 12 32 10.2 )e'• I' m' 2 _m, O 102 v8'. r-m' T5 29 8.1 5'-0' T5 3.1 29 bb 8.1 - TV 16318.1 bb P. PAMT 29 Tb PAMTiMYL OdvEllED B.I VP PAINT 3.1 9 ',.- { 32 VP. PAINT CEILIWA 9HJSPENDED MALL BRACED 32 H 32 TI I l3 Ib Ib ! 52 t': 33 BASKETBALL BACKSTOP 4 • I' Y 0 .3 85 HALL 6 32 32 53 9 2 3 44 �rJ' HALL 9 8.1 32 ab 19 I ,�. I . . 102 I)8'• I'-m' e} a) 32 s2 10.2 CARPET WAINSCOT , I � (1002) ULTI-PURPOSE 38vB'. I' m' 4 b c + Q 32 ! BE'ASKETBAALLLEBAGKS OP BRACED ( y o 32 GJ. !I I I I 2'x8' ACOUS. Ir EXIT I . . . 24'X901 UL IHR' . . �� s+ ARPET ' 1�EX T CARPET WANSCOT; 14 43 II SOFF:i BEYOND D 3.7 3 CARPET' �2 Q CARPET r/ CARPET WAMSCOT SI .p _1 - / 32 ❑ FE-I WAINSCOT ' c.)II 88-i1©2 - 8ro MULTI-PURPOSE 38 3' a• 4 32 RB 102 1)e'• I'-m' - -- 3s � 10 , 2 b Tp -. I F'MIT NO. 1391891 - so 40 30 20 ID 09/21/ 8 19 OF <L`, -.o. ---_ _. .____•. _. '- __-.. _ -�..- - . .__- __. _._. _. _ .__-_.'__.._--"'--.-.... -`L �h _ - __arc_ r i. �J111I��111Il IIIIIIIII1Ir1 LII II 111111111111111 11111J1 Ill illi 1111111 1111111 1111111 11111{ , 1111111 IIIIfII 1111111 1111111 1111111 IIIIIII 1111111 1111111JIIIIIII III III III III 111 111 NDTE: IF THIS NICROFILNED I 2 1 3 4 5 6 T e 0 0 11 - IQ •,I r DRAWING IS LESS CLEAR THAN DD THIS NOTICE, IT IS DUE TO • '`1 THE QUALITY OF THE DRIGINAL DRAWING. Of 62 92 L2 92 SZ b2 E2 of In or 111 ,I 91 LI 91 51 ♦1 tl _. 81 11 01 6 9 L Y 511 IEI2 - IH•1•+ • � elduulNDINNIwdmdmJlNduNlnnhmlwduuLNduNII1W6DIIlINI9illluduuGlOIuRHIN�IIJII111111�ImdN1iINRIM1I111111111I111IIIWIIII,'IIIIIIIIIIIIIIIIIIII)IIIIIWIIONIINIIuNIII1111111IIIIlI1LIWBINOWdIIIIW11I1111IUIIlIIIlII1Rl11 i MIUROVILM S4.RVIr'E: 1'U. A2 PR2 4 1991 Commercial Microlllmo:g, "NVI( aing B S.ppllea Portland, OR. Seattle, WA. Iib 70 w so 40 30 20 10 0 HANGD CAPTIVE ROD W, 5 CAPTIVE HANCsE'z3� c HANG ROD AND 8 DOUBLE I \HOOKS EA CABINET-I6 TOTAL XAVIER E. RUEDA 48-12 36-12 -2 29-24 29-24 48-24 48-24 -HANG ROD AND 8 DOUBLE 48-12 36-12 H,q>� ROD W/ 5 --- -HANG ROD AND 8 DOUBLE HANc:: RDD AND 8 DOUBLE .-•3 -- ---- - ---- \ - EA. CABINET-16 TOTAL - CAPT I VE HANGERS /\H001 S EA. CAb;NET-Ib TOTAL HOOKS EA CAB!NET-ib TOTAL � -- - - - PORTLAND, N ---- ----- -- --- -- -- - - -- - - -v -- N -- - -- - `-- ---- N -- --- --- ---- --- - ---- ---- `-- ---- - --- r� N --- ---- --- -- tt ---- ---- -- -- - - --- ---- '� ---- ---- - - -- - - '-- - t �� �6J� --- - --- --- --- = F- -- -- ---- ---- � , - -- --- ---- ---- _ __ -- -- ---- --- ---- --- ---- ---- - --- � - - -- - - - OF - __ ---- --- -- -- - - ---- ---- --- - -- --_ PTD ___ _� =__ -_ __ _- ____ --• __ , _- - -- IT - -- ---- _ _ - --- --- 7- C14 - --- - -- - �` PL LAM 13AG =z - - SINK L LAM L K SINK$ OUTLET I- I I L r - -A, -- IAB - 411 4a--24 36-248�Z429-24 29-2 48-24 48-2 - 48-?4 48-24 -3 -24 -2 _48-24 - 48-24 48-24 48-24 48-24 3b-24 4a-24_4t_24 48-24 48-24 48-24 ,1�- ,1� ---------, 4 -_-24 - - I -48-_24 - - 48-24 01 7, 81 CABINET 3 (2 OPP, HAND) _ X01 CABINET 3 (2 OPP. HAND) 51 CABINET 4 (1 OPP, HANK) 4 i CABINET 4 AND 5 31 CABINET 5 (10 OPP. HAND) 11 CABINET 5 (10 OPP. +4AND) a 12.1 1/4'- I'-0' CIQ 12.1 1/4'■ }'-0' - 12 1. I/4'• i�_0. ---- _ - ---- __ - - I/4'• 1'-0' 1/4'■ I'-0' _ _- - - W � 12.1 C 1,10,28,29 12.1 12.1 1/4'• }'-0' HANG ROD W/ 5 - OPP• �4AND) W Z 0 0 CAPTIVE H�1NC�ERS HANG ROD AND 8 DOUBLE HANG ROD AND 8 DOUBLE I�HOOK3 EA CABINET-24 TOTAL HOOKS EA. CABINET-14 TOTAL Z 48-12 36-12 SHELF 4 HANG 48-}2 36-12 -2 48 24 4811..74 48-24 48-24 HANG ROC AND 8 DOUBLE 0 ----,r hOGAPTl1/E VINYL COVERED - - ------- ---` - - -- �^ TA CKBOARD HOOKS EA. CABINET-24 TOTAL Q 40 N n cr _ - - F,0- PLAS. LAM. ---fR`t /PL. LAM_ BK3P. AND BACKSP. ---_ __ -_ - _;-__ _ -� �- _ •�-- ---- _- __ ___ ==Y -- -- - -__� _ --__ __ ---- ---- _- { SINK. ° --- -- - - ---- ----\ '---- PL. LAM. BACKS 0 2 _- L a� SINK \--_- ---- ---- ---- - ---- ----\ 9 a ,L J, T -•\- -t =--- -- =--- ---- - - - -- --- - ---- LI prTEL- _, 2 0 m -- - - _ - Cv 0 0 RB (� � 48-2 36-24 e-2 42-24 48-24 24 _ _ 48-24 48-24` 36`24 24 48-24 48-24 48-24 48-24 f' 48�s4 I' 48-24 _.48-24 48-24 I' 1t 2 48-24 48-24 1 48-24 48-24 30 1'30-24 I' �-�-------� � H y a u H 83 CABIN 7 - �0 3 CABINET 8 _ 53 CABINET 25 _ _ 33 CABINET 28 2 3 CABINET 29 13 HEALTH 18 x 12.1 1/4'• 1'-m' 12.1 v4'. r-0' 12.1 v4'. r-�' _- _ I/4'. r_m' _-_ Iia':-1,_�, - �_ � 12.1 12.1 12.1 1/4 ■ } 0 W PAPER H 8 ROLL [,ADJUSTABLE SHELVES ELECTRICAL PLUG MOLD OVER Q'I Ui SHELF AND HANG h20D PAPER HOLDERS 36'-12 36-12 -12I l3ACKSPLASH. TOTAL HEIGHT TO M W/ 5 GAPT I VE HANGERS (36'x9 4EL a ROLL 36-12 X36-}2 36_12 (TYP.) BE 4' VERIFY HEIGHT OF PLUG d DJ. SHEI-VES I I I MOLD 36 BO�S •/ r _ - - N -% - -- 3 PLASTIC LAMINATE PROVIDE CUT OUTS , TOP AND ENDS, DOOR FOR ELECT. OUTLET .--�� __.. �_- _- PTD -- -- -- - -- -- J BOTH SIDES PLUG c�c� � p `� ' DACK8PLASH ---- - _ _ MOLD - L __- --- __ �__ o --- --- --- -- --- --- ♦ I , 7 4 RB -�I - ---L-• - - v 48-30 ;4-30148-3¢� 30' 1 40-24 40-24 -24 40-24 40-24 40-24 2 36-24 36-24 3 36-24 4-24 36-24 36-12 3b-12 36-12 36-24 OPEN�4-24I ' 3�6-24r='EN 36-24"4-2� ISLAND COUNTER 15 84 WORKROOM 21 ---- _ 1� CABINET 29 12.1 1/4'• 1'-m' ---- �_2v4'• 1'-0' 48-12 48-12 24-12 �y CHASE FOR ELECT. OUT!_Et ROLL-UP N ---- ---- -- - -- -- -- 8 i i ii i :t 4 DOOR _ - I I I x _ `r ---- --=- - =- --=- - - I W CA ;Q II PLAN 1� � T HOLE_ FOR OUTLET _ CUT OUT CHASE - PLA$. LAM, TOP AND FAGS 84 FOR ELE FOR 4 fPL. LAM. BA ' _ ----- -- '� - 9.1 b' BACKSP. OUTLET ELEC. �' SINK � o u-- � - _ ii n _--_--- - - - - --- . _ _ ---- OUTLET =� -- -- - OUTLET ADJ. SHELVES - u n u 1`44c IW I� OPEN FILE FILE -- 'I' - _ _- K1 I N u u u OPEN - ' OPEN FILE FILE - _ OPEN LAM. Cq ilk- Z= II 24' -- 24 -2 30-24 5' I9 1/4' (VERIFY) _2 RD -2 -24 24' _ - - - -- ----_ -_- RB -- n -... _ ni PLASTIC LAM, TRIM J P G __ __ 1 _ � 3 _ 20 RB _zm -2m 4-20 24� -- ---_-__ ._ .- FOR SIDES-MITER 0' 2 48-24 - 48-244-24�, PLASTIC CORNERS. ANCHOR VP v _-- 10 -0 4 ----- 16 -6 -- 24 48-?.4 30-24 30-24 LAM. >E3A8E W/ ROUND HEAD � 4 � S.S. SCREWS +12 O.G. 15 NOMMAKE CABINET 20' DEEP TO ALLOW ELEVATION 1 ELEVATION 2 �, q 121 CHASE I'SEMM FOR COT"IMUNICATIONB 85 OFFICE � wiRlr� INSTALL CAB.'d'B. AFTER GOMMI,MiGAtfONB STAFF 20 ' 35("4� _ CHARGE DESK JO 12,1 1/4'. 1'-©' HANG ROD WS/ 5 12.1 1/4'■ 1'-0' 12.1 i/4'. 1'-0' UNITS REQD.-1 _ 15 MAIL BOX C 5 ON BACK VFRED TAGft.80ARD/ CAPTIVE HANGERS PL. LAM. LASTIC PLA°,. �-' SLANT - , HANG ROD AND 8 DBL. HOOKS ENDS 4 LAM- TOP LAM. ENDS SH,'. W/ 12.1 3 • } 0 D3012001 � 36-2448-12 x`36-1236 C I C1=INISH TOP AND END � EA. CABINET-3Z TOTAL BACK ENDS AND ANO BASE LIP �1 BASE 36-12 36-1 36-I PL LAM '� let 48-18 4_36 - '�`- ---�`---- TtaP, ENDS PLAS. LAM. TOP 24' 7y 36-24 '� ,�-- -- ' ---'� PLASTIC LAM. - - - -- - AND BASE 3&-24 - �, ENDS 04`0 BASE -.- _..__ _ --- �II`'.1:.7T'T TYP. _�, `_ j i 1+ . I FIXED ai / PLASTIC. _ _ - _ I I _ ____- D ERS _-- _ - --___ VINYL COVERED - --- --- - LAM. TOF �. - --- I `� --- --- 11 DWRS.- r- - 'rACKBOARD ---- ---- --- --- -- -- b - W D - L PLA;3• ? - ENDS AND i s ADJ. - _ c�1 ' DEEP _ 61 _ - - - LAM. ENDS r `l --- - _ -- - ------- BASE - ._- - .� AND BASE I -��I F�=l -Al °aHEL`✓ES - 1 iI}:t: r� METAL ` ' ---- - - -a=- - --- - 42-24 36-24 VABLE .�..�. - - - --- DIVIDERS ----- LEGS - -- -- - - _-. �. -. VINYL R PANEL INSID - . DOUBLE - -.-- CABINET 88412) ---- -- -- - --_- _ 4 O.C. BOTH COVERED V. SECT. - 1 1/4 SQ. TACK- METAL FAGS METAL OPEN Al'' BOTH ENDS FACES - �' 48-24 48-24 --- �- -� BOARD -- - - - 1 t- 36-12 -2 48-24 48-24 - LEGS _. ('Oro CABINET'S IMC 15 ro& _DOUBLE FACE OA &5 EASY BOOK: 8 25 -CORD STOR. SLOT CARD •�.ER>cOtrts C 55 D 4� ,A_TALO_GUE E 3�o MAG. SMELF F 2�o REFERENCE G leo - _� `-� _ - O -- - � _ TALL STORAGE 1� BASIC BID OFFICE 17 TERI"11NATION. 1 12.1 1/4'■ 1'-0' 12.1 1/4'■ I'-P' UNITS REQD.-13 I/4'■ I'-0' -- ^ 1/4'■ I'-0' 1/4'■ I'-0' 1/4 1. 1'_0' 1/4'■ I'-0' 1/4'• I'-0' 1/4'■ 1'-0' - s --- BDx 12.1 UNITS READ.-3 12.1 UNITS READ.-1 12.1 12.1 UNITS READ.-1 12.1 UNITS READ.-2 12.1 12.1 12.1 1/4 ■ I -0 UNITS R�QD.-1 UNITS READ.-I UNITS READ.--8 � To X9/21/88 F'L F�M J 1 1%1n. n- -q.1.e 91. w 50 40 30 20 10 Q 0F'" 4= w,,,,{w,,,,. .,:. �Y •!!•MPv.w.w..w.,.wln.++.q.gl,li.++w.Plwr. - _.. __ .111"!.... ._ `�'w ........www.,.....an...,...+..w....w.,«+ .......+,.---•...-..:..w... ..._...5...,_.---•-....,. - ......... .ro.w.r.-...�.w.......-w.mn-... e,n......,........... ry +Mw.-,..,n. .»,.-.�....*�•+�...,��*.. ' ' '!11 III 111 III III III III III'l11 III 111111 III III III III 111 I�1 III III III III !11 11 111 Ill III 111 III 111 III III III III 1111111 II11lII 1111111 ill III 111 III III III III III � "�-.: -• - --- :-"""• � F � . _._.. I �,;�.. 1 1 1 ( 1 1 1 ~ NOTE: IF THIS MICROFILMED ' 1 2 3 4.,. 5 F 7 8 s --- f o 11 - 12 DRAWING IS LESS CLEAR HAN THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL Ft DRAWING. or 6e 92 LZ 9z S`Z bZ EZ ZZ IZ OZ 61 91 LI 91 SI t1i EI ZI If 01 ` R 9 L 9 s 0 E z . ��111uI111IuIluIl111IL11IIlinllllllunlunlnullu111luIIlI111II1111111111IINIIIIInIIUIIuIfluullulllnllllllllulllullnullll,��Inllu Inl�lillllnllullllllllflullll�IIIIIIInlnulunlnullWil�IlllullunlllullnGlnuh��W1,inuluubuf�111�111,lullulluuln `., � ' APRT MICROFILM SERVICE C'O. , 1991 Commercial Microfilming, Processing & Supplies Portland, OR. Seattle, WA. 47 p 70 e0 SD 40 3D 20 b 0 FRAMING 1,I1MRFR PRO STRUCTURAL. NOTHB 1GEAR LAMINATI.D MRAM - SPECIES = D. FIB-LAON GINfe J'/O A. BSMG Fb = 2000 FSI - DEP se 16" AID L oris AI'�' rr PD = 2200 PSI - LBp ES LAID 15" L26 OPENING - BEE ARCH nenTGN rant B. DOLAlB Be = 2100 PSI,CUM-00PAK/61NO, MURK AS NOTED � SAME SIZE 1 � ---- 1. boll BLARING PRESSURE - zSGo PSE C. LSE WATERPROOF ADHESIVE RjFD. MANUFACTURE PER 1986 EDITION OF THE [FLEA ALFILIIM mj, STANDARDS 26-10 ADD 4• LRIV 1. SPACING AS 2. FRN' LIVE - SO - H 190 WITH TIES ADDITIONAL NOT Rf® 1z %. RE SSS HORIZONTALS--� C MIND IfIkDEISA - ZC MPH (1ae2 TIBC) WITH TIE ASHALL OT XCEED 1 %, PLAN TIE roISP1lE ORffR/l AT THE TIME CI " IS 4. OBC SEISMIC ZOt1E 2 5FLOOR LADE 2. FRAMING I.:H�i GADE6 - 1981 W8A GRADING RUBE - MIME VALUES S051 An SINGLE -_- . A. MECHANICALMECHANICALF.1TS 60 PSP (REINFORCED IDCAId,Y) M VALUAS.LIGHT FRAMING (INCLUDES 2x4 STLIIM) ______-_-_ CONST. GRADE, D.FIRAAVOX, S.IIRY, II --_--- G^JIEBAL STRUCTURAL LIGHT FRAMING ------- NO. 2. D.FIR/IARCH, S.DFY, Fb=1450 STRLUITIRAL JOIuSTS A PLANKS --- PURLINS 4'-0 O/C (INCLUDES 2e A 2),8 EI®6) ----- ro. 2, D.FIRAARCH, S.DRY, Fb=1260 1. TEE RMfRA;,-DR% SWd, VERIFY AND OORRR,ATE ALG, GIBER IONS AIB) ELEVATIONS GH THE 4x A 3x KOEM -_-. _____-__ __ NO. 1, D.FIR4ARCH, S.Cm, F�1500 DISCREPANCIES ISCREPAN SOF IND WITH ALL OTHER DIAWINGB AND SHALL NOTIFY 712 ARCHITECT OF ANY POSTS A TIH®6 ____.. NO. I. D.FIR/fAR71, S.(LM, R>=1200 DI ANGI6& ON INDO PRIOR TO STARTING CUSIRMIOI. _________--___ 2. ALL INASES or TIE MAE SHALL CONFORM TO THE TAND&IM OF THE 1985 EDITION OF TIE 4I A 3E EC.'ERS IN EBOSID LDGnO6 SHALL DE FREE OF WAVE WPOW+ HOLDING OUSE AS A MINIMUM STANDARD OF PERFORMANCE AND SHALL B SELECTED FOR APPEARANCE 1 WALLS WITH SINGLE CURTAIN OF REINF 3. THE CONTRACTOR-R SHALL o7gRINATE ALL BRICK VE1ERR, OPENINGS, SLRNEB, IpsEfT5, DRAINS, IIIOIE16, DOSED AREAS, AND RELATED SII TIENT WITH AL ODER LEANINGS. 3, PLYWOOD GMTHRG 1 4. TIO STRO,RUW, DRAWINGS AND OFEI'IFICATLONS RUIMiNr 711E FINISHED STROMA, THEY DO A. aPAM _____ More ALL PANELS TO SE 5 PLY Oau ROCTICN (MIN) NOT INDIGI7I THE METED OF CHSTRUCTIM, IHIMS O EA MISE N011D. TE QM'fAL-TYJR SIAL 1. P0�& -- ANY CS 77E POI.IWIMr PI 'HU4 OPENINGS w/ 4X6'8 DIEGO ALL METHODS AND EQUIPMENT HE'. "O 7O PROTECT TIE STRUCTURE, WAMgM AND A. 6/8" "C-D RLGGED", GROUP 1, Itr=Lv APA Min RYT'ERION GAR � m 1 'Fd1148' JOIST HANGERS OTTER F'IDSCYD ADD PR(F'RTY. THE CCNTRICICE SA[L EEGGE, AT HIS 00 EXPENSE,QUALb. 5/e" "RORBAYtIDT GROUP 1. 111=06 API WITH 094iON QB WE AT JONGITE TED PERSONS TO DETERMINE ALL NECESSARY PFR;Af)t I(IARY ENSURED AM AID TO INSPECT o. " "ETDE -I-FUTON", SPAN IIS 2O, INTERIOR APA WITH EXTERIOR RUDE l o SAN2 A . 6/8(INSTALL PLYWOM WITH RUG® FAOE B) 2FLUR aR . O -- 5/8" ..0-D", IN= 40/20, MI�tOH IAPA WITH Mrr=oi GLUEp h 21-r. SPECIAL INSPECTION 3. WALLS - 1/2", "C-D", INDW( 32/16. INTERIOR APA WI7 N EXTERIOR GLIB OPENINCa - BEE ARCH 4. SIDING A UDEBAYPOW --- SIM TO SPICIFIGTHx6B. NAILING FEWnFeOM y SAME SIZE / BUICIALLDIN UAE. TIONIS BY AN IRpTPROFM LISTING TES OF'DORY, PER SECTION 306 CF 772 EIIF$I 1. NAIL, SIZE -- IFE ad CUEEH (8d CU" HD GALV a WALLS A SIDING) W z n SPACING AS 8QL➢2Ni tSdL'. IS FIEDIIIDED FOR THE FODL.CWING PHASES OF OONSTRIOTIID. 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING R6J1F2ME TTS ' HPRIZONTAL9 - �D 4X9 DLKG 1. STRUCTURAL FILLS a. PAR, IMM ________ e" 0/C , / 2. CONCRETE MMA (INCLUDESFOUNDATION UNDATION MORD) b. IMMiIOR ELMU" - 12" 0/C - MALIS A RM 3. STRUCTURAL WELDING (SHOP AND FIELD) - 10" 0/C - PLDEtS 4. CEMENT FILER ROOF IIE7.ING (CFR) 9. PROVIDE a SOLID BLOCKING AT PANEL EDM OF WALL SBATUM 4. SHEATHING MMMT M SAL B DRIVEN FLUSH FRT SMALL NOT FMCTUIE THE FAQ � PLY. �� a OOPIED ON 7B IN".,PBCTION F440RTS SHALL BE SBM 71D THE BUILDING OFFICIAL, (AMNO. A. FRAMING ANCHORS AND JOIST HAtI[adtS .1 ly C CONTRACTOR, ARCHITECT AND EGINEER - WO TO SPECIFIGnCS. DETAILS ARE SHOW W17H SIMP3(H "6TT06n[" 03ML7M. NAILING 9HAL1, 138 Effi+ 1(HD -1 m RESEARCH FgMtE ATICNS N7, 1211 AND 1258 TO ACHIEVE FULL ICO Af4RNED LOAM, \a m STLI. PT.ATRc AHP AN DHDR ROLL REACT NG LSE" " ""U" SERIES HANGED MM 2x JOISTS /RAE INTO TTM SIDBB OF M� p "HO" SERIES HANGERS MBE Six OR 4E WON FRAME INN THK SIBS Or NERVEREES 1'a "ND" SERIES HANDERS MERE 3 1/8" A 5 1/8" GLUE LAMINATED MOM FRAME INTO r l v UIlI.R48 A '.8'-0 O/C ]. PRESSURE TREAT® . . . . S2 SPECIFICATIONS THE SIDED OF OTES BAS, EXCEPT WHERE OTHER MNMES AR[ DET'AIIA1 2. TLE SILL PLATES ARE TO BEAR FULLY ON 712 TOPS OF 71M FOUNDATION WALLS. TEE TRIPS OF "C3516/20 HANGED AT 16" TJT/35 A 18" TJI/35 ALL FOUNDATION WALLS SHALL BK SMOOTH MD LBVR,. THE TOPS ON FOU7MTICN WALLS =HA11. SUB'TITTIOAYS MST HAVE ICED APPROVED TMD CAPACT ES 9A1A, N ON GREATER THAN THE ti BE OWIDFFED LEVE, WHEN THE MAXIMUM DEVIATICH FROM GRADE IS ./- 1/B INCH AND TTM SINPBOM "STROJYTIE" CON07rG. WALLS WiTH DOUBLE CURTAIN OF RE INF - - DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 INCH ARID A 10 FOOT STRAIGHT 5. WOR ABUTTING MASONRY OR C,471ETE W �, -_ �' A. SILL PLATES - PR�9BE TREATED - SIM SPECIFICAnCS 2 3. THE SPACING ADD SIZE ON MAXIMAAMCP�p BOF 1 SHALL BE AS SKIDSHOW IN DETAILS. B. BEATS _-____ PIWIIE A 1/2 INCH AIR SPACE BETWEEN SIDES AND ENCS Q BAMS AND ANY t.R "nn ME OPENINGS W/ 4x6,6 4. LOCATE AN ANCHOR HOLT A MAXIMUM ON 12 INCHES FROM ENDS ON fiAIX PIHC6. CON(IEPB ON MAGo EY EURFACY. U43' JOIST HANCsR6 6. BALI LE CATH OP PLATE TO HAVE A TIINIMM ON TIG AN]iCP BOLTS. C. f.EDOffiRS -- P[DlS�B TREATED - SPIE SPCIPTGn46. o 6. INGTAU EXTRA ANCON BOLTS AS ESQUIRED, MBi6 PLATE IS CUT ON NOlC7�. 6. C LM)MON LE' FRC MOIITREYS () CORNER BARS AT CONCRETE WALLS r 7. "PARATOL75" MAY B USED IN LIEU V ANCHOR BOLTS FU FASTEDING SILL PLATES onlR A. FABRICATION SHILL B IN ACCORDANCE WTH UBC STANDARDS 25-17 \ 1�2 Dj2 FRAM INCs HOLT- IN TEG UM ROOF DECK EODPANSION TYPE AMBOS MAY HE USED PROZI7IED THEY HAVE EQfDIVAI.FRT ICED APPROVED [EGAD 1. A WAS= ID METAL RATE SIAL F8 PROVIDED BETWEEN iTIH HOCEO AND THE BOLT MEAD W hou' 14d CAPACITIES. AND/OR NUT. .1 2. LAG BOLTS r � 17.1 HANGING CI fiPRr NHL KI 1 TNR e. LEAD R]pS FON LAG BOLTS V [� EA SID DIED STIFF SHARK PORTION = SHANK WEEPER u EA BIDE- NAIL PER SPACING CF SUPPORTS FON THS SPRINMD LINED SHAML B WON THAT THE MA]IIMI7 HANGER LOAD AT TREADED PCIMON = SHAIK DIA ETER MINIS 3/16- H A-W THUS JOIST CORP JOISTS ON PUMIFS IE LIMITED TO 150 POUNDS, MUM ION TO SPRINKLER LINES BULK TAY B b. BNS OD CC fFWL B INSTALLED USING a PRPED Wie4C1 � fOCAi81 AS 1H6 SAME tRfliOt AS FIAMA6 FON (]TINE ITEC. DISTRIBUTE EHE usNCBt IDA FROM 7. M'_L IANIINA7'ED HOOD RiLFED HANGING OF SPRINKLER LINES .E SPACING OF SUPPORTS FOR SPRINKLER THE VARIOUS TRADED UNIFONDY TIUMMFI' 712 EMIR FRABtD Sys, A. NUL LAMINATED AT EACH PLT MOH led 9 12" O/C AND BMTD TOMM MOB 5/0" LINES SHALL 0 SUCH THAT THE MAXIMUM LOAD AT JOISTS OR PURLINS IS DIASTEM Haas AT 6 -0" O/C MAXIMUM, WITH TIE FIRST BOLTS A MAXIMUM OF 12- FIRM U � LIMITED TO 150A. HANGERS FOR SPRINKLER LINES SHALL NOT BE LOCATED W = EPRINLER LINES ARE PARALLEL TO THE JOISTS ON IMAMS, DI9MMM WILLOW 'DF RIPE SAH END ON TTE ocLm. r , AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. EVERY PRECAUTION SIMPSON 'U' SERIES JOIST HANGER (INCLUDING WRIGHT OF MUTER), AS FOIONS: B. HALL PLYWOOD MAL SMTBING TO 03-M6 WITH ad a 12" 0/C EACH BOON. SI 1�I1 ¢ SEiALL BE TAKEN TO DISTRIBUTE THE LOADS FROM THE VARIOUS TRADES C. ro HUNTING sHuu, B AILDiR, ai PESS THAN 7 9TPOGROM ERTOm OF •78121 B. CJI NO A UNIFORMLY AS POSSIBLE THROUGHOUT THE ENTIRE ROOF FRAMING SYSTEM. LESS THAN 7.9 POOtDN DATE FmT' _---------------- Joists MAN(IFACTB® BY TAU6ROIT L2acPAnID. c� ADD I B'fW' W 7.9 AND 16.4 POUNDS PER FOOTTWO-------------- EDffiS MATERIALS, FABRICATION, HMCUW. INSTALLATIONA6 PER ICED FEE= OD. NO-200, ILD V L a Iv WHERE SPRINKLER LINES ARE PARALLEL TO JOIST, USE THE FOLLOWING OYU 16.4 FOUNDS PER FOOT ----..________________-__ AFF"AL OF BtEocmBAL ENGINEER TRU&oIT CORP. RD,UEBRDATIOS. E. 1/2" GYP" MUrAltG - 4 18 S®'Cs « (PREGV= 2I SICCKING A7 JOINS) 1.2. PIPE SUPPORTED BY WT. U WATER) LESS THAN 7.9 y/FT MAY BE A. MIL WITH NG, 11 GAVE, 1 3/4" IQD, 7/16" BAD, DIAMOND PoIBT GALVANIZED MILS SUPPORTED BY A MINIMUM OF ONE JOIST. caRT rx PLACR rnx RRTH SPACED AT 7" 0/C TO AL •9008, TON A BOTTOM RATES AMD H.00QNG. 2. PIPE WT. (INCLUDE WT. OF WA-,ER) BETWEEN 7.9 AND 16.4 //FT 4 SIDED BLKG PLNEL TJI JOIST 3 SHALL BE SUPPORTED BY A MINIMUM OF TWO (2) JOISTS. BY TRUE JOIST CORP--\ 1' AL STRUCTURAL LECE CONCRETE BAIL, DaDVB1 'N THE FspIIt�FTs ar Act 301-84. 61�tIICe7trffi psg So.c�mYT, F'i>�R >ffiyltG /FT 5 '�xl �. A. 2 1!2" TRICK TB(.-Ipf ROOF pLAB(S (CFD) 3. PIPE WT. INCLUDE WT. ED WATER) OVER 16O {IG SHALL BE 2. STRENGTH - F = 3000 Psi a 28 DAYS B. 2 1/2 HICK B INSTALLED PLA A6 A NAILED AND BRED DIAPWDNM AS PER I(8i PR'OFT ro. 9 SUPPORTED BY AN ADDED ROOF JOIST OR OTHER MEANS APPROVED 3. R6IN2ROING TBR, - ESTE A615 GRADE 40 - TIRRrII'S A PVNS uAN TIESSH fIPANSTAL ED AS BIW TE ItSI'ATLAnID PHFadAnrn CIVET IN POR T D BY THE STRUCTURAL ENGINEER. - ATM A615 GRADE 60 - ALL OlB2 RBFOPI. PLANES MAID PRPDDDI(IRAR 7O THE PUlbIt6 AIM IRTAf.I� M"17l SQOATIVIM 60f� L } TJI JOIST 4. ALL SE RI ID GRADE SHALL B RDS AR11FD TEIA OR FOUNDATION - STAOd® IN ADJACENT RUG. USOPPCR'1'ED MGM AND GRoon EMS BETWEEN ADJACENT ^I A. USE RIGID INSULATION APER TO BRIM BOND AT HYTEUE DEED AT ION WA48. 106 ARK ATWBD WITH A 3/8" CONTINUOUS BAD ON AIIRiIVE RA® IN T2 GROM OFOOLO Xb X 2'-0' LONG �' H. USE BUILDING PAPER ON SIMILAR M8AN5 TO ITFEAR BUD AT IMIDRION FOUNDATION WALLS AND - EACH RANG AK, WITH THE TIO JOINS DRIVEN n(M. RANKS AB' AFHEWA) TO ALL ELI/ 6-bd NAILS' USE A 6. 3ONPOSMNG MHM G WITH A 3/8" CORl'IMG0.c BEAD OF AI4EFIVK AND ATIXFW ',DFA WITH O C. USE A COMMERCIALSUR AM SHOWBEIRAN AT AT IZOWAOC ONSION RUCTIOJOINTS. MTP DRIVEN 1120 A CORrIMEFS 22 GA. PLATE. MINIMUM L.EIOIH OF PLAFA SMALL B S. T2 RU17762t® TIONALL SIOUG AT NO70 A FILL CONSTRUCTION O JOINTS MEANS THAT TT96 fiG@AQ SUFFICIENT 7D SPAN TBS (3) PUK,INE, MOCEPI'ING END FILLED TO ACCOMODATE ALTM7I INTENTIONALLY A K YEDJOIWED TOA FELL APLITZ ON APPFU[L)ATTLY 1/4 INCH. T E STAGGERED JOINT INSTALLATION. AL'IEEWAnVE M]IR,D B A KEYED JOI4T O' s(YATAB.K SITE. r \ 8. MINIMUM REINFORCING eHUT®BNI,, - ME= OTHERWISE Hum NATE: MBID FRAYING IS SPACED 2.-0.. O/C ..RAMS SHALL B MAILED AND GEED AT `J A. HORIZONTAL AND VERTICAL IN WALLS - 1/4 ON 1% BJTT JOINTS AND T: INTERMEDIATE FRAMING SPACED AT 4" 0" O/C. TIM IRE SNAIL B CIL BEAM B. PROVIDE COMM BANG AND 36 BAR DIAIST'Et TAP SPLICES. TAGf= HORIZONTAL SPLICES. MIIAI CRD,Y TO 1HB OTBR INIffi5®IAlE PIRAMZNG . . SEAQ T.25E NAILS AT 0/C ' �- cri TJI C. FRANK OPENINGS KITH 2-a5 MES RT'EDING 2'-8" BEYOND B7TC� P[L6 4-W x 6'-0" ► e" C. SPECIAL INSPECTION IS BQOIRED FOR ]HB IRE It6TAi,UnID. G� 0/C DIAGONALLY AT BALL ONElED. 1�1 ♦ ♦ ♦ 4 7. (LNL7E18 AN(}EEG - ND.AH S72AF (uWt MMOPACTURED BY THE !lmSLN DIVISION ON D. PRIOR TO DREG INSTALLATION, TB2 SHWL B A MED1'ING B7WERN THE ANCRTET, THE ♦ ♦ ♦ ♦ TIM, INC. AND WEEGED ACCORDING TO THE MAKWACMM'S SPECIFICATIONS AND PROCEDURE. CO7TRACTR. INK TECITH FWFMSI TATIVE AND THE TESTING LABORATORY INSPECTOR TO C'}� NAILMG SIZES AS HJT® IN THE DETAILS. REVIEW TE INTAILTION PROCIDUES ON IORD FBdM file. SAME AS T". JOIST E. ALLOW THE GLUE TO LURE A MINIMUM OF TWO WEEKS BEFORE IRDVING THE WALL BA(I8, TR REOD AT D.EB STIFFENER$ STRUrTURAI. CTRRI C�1 •F{U Le, HANGER TJI JOIST Mn.TNG 6Gatmxrto 4 FI NGERJOIST SPACE 3. IOONNB, WERE BALL CONFORM TO MPEQUIREIRNfs OF THE AISC tlIN]IL @ 'ICH TN` NAIL BLKla PANEL 2. MM RATES AMD SHAM - ASTM ASS. JOIST 7O SUPNFT - TON HAIL ------------ - 3 - ad 4MIL i_l l NOS' TO SUPPORT w/ 3 - 12d 3. TUBING - ASTM AEC0, GRAVE B BRRG MI IDGITO JOIST - TOE L EACH Em ______-�- 2 - ad , co MAXIMUE9 HANGER LOAD . 1500 4. H.D. GALVANIZED FINISH AT ALL EXPOSED AND SEU-L)RM ITEC It' EXTERIOR L"TIOG, BUCKING TO JOIST - TOE NAIL EACH ED ---- - 3 - ad �' USE AL50 UIHERE LOAD FROM TECH EQUIPMEMT TJI JOIST 5. ALL WELDING PERFORM BY CS ITrIFIED WRDRS, USING APPRPBIATE 81.flL97R00Kd. BDQTNG 70 PLATE OR BAH - TON MIL --- 3 - 12d EXCEEDS, 504 NAIL TJI TO 6. MNG1E MLD SIZES AVE NAT INDICATED, U13K TEE FOLLOWING AS A WILE: 2- ]RILING TO SUPPORT - ELLD A FAQ MIL 2 - 16d 4 S A. BTT WEDS - C1PEM PENETRATION ON FULL RATE THICKNESS STUD TO RATE - TOE MIL _-_____- 4 - ad UV d B. FILLET NEEDS - EGOAL 7O THE RAIN THICKNESS, IF ON OWN SIDE ON - DD MIL 9)♦ A 2X4 STUDS -- -- 2 - 16d N - =41 TO 1/16" LESS THAN INK RATE THTIQRIS, IF ON TWO BIffi AND - ED NAIL ZB STDIS _.. ____-- 3 - Lad g� SPRINKLER LINE SUPPORTS TJI JO I ST - CCUFH6 TO SAM PLATES - EQUAL Ib THE SFR WALL TB+=� 1T[' 'TIPA STUM ON LAMINATED Q'WM - FAQ NATL - led 6 16 ./c DBL TOP PLATES 7. BOLTS TOP RATES - FAQ MALL -------" --- 16d a 16 o/c A. M'®. TO MMIL C',*W NNS - AM A325 (BARING TYPE CFAVR:I'ION WITH TREADS TON PLATES - JOINTS A IMRIWTIC6 - FAQ MIL -- 3 - 16d AU/'.'.'^_, A THE S2,HR PLANE) LAMINATED HKADD - FAQ MIL AUG EACH ALM --- 161 6 18" o/c •1 B. ALL MM - AM &107 PROVIDE WAGNER ON= HEAD AID NOT AT ALL WOOD CO EEACTIOF6 JOISTS. DL'S OVER SUPPORTS - FAQ NAIL _-__--__- 3 - led 8. NO PAINT ON SURFACES TO B D2EMED IN CONCRETE. 9TYPEMABUILT-ON WfMDI S1VD6 ____--______-____-_ 18d • 16" o/c BTW W , GOOl--MCN-SHEIK ... . TER EUILDM D " ®J 836.. OR ..MLMMWTQi 713" GCOr. .l6E -'Y DI IN ST2 STRICT COMPLIANCE WITH MAMEACTER'S WRITTEN I =lCtE. ,� 10. POWDER ACTUATED FASTVffiS -- 0.154 INION DIAMETERMINIMUM, AS NAlOFAC191ffi) ST MLn MAILING MUMS AND THE STRUCTURAL DETAILS ARE BASED ON THE USAGE Q 'CREEL.' 'z 3 BI-ARIN� DI-TAILS a TJI JOIST INC. AND INSTALLED IM AODMA E WITH H9D REPORTS NA 1290 A 2386. MAERHH SPACING WINK MILS. IF 'BUT" MILE ME USED, THE MM O MILS BST B INCREASED AND A C1� C4 !R AS NUT® IN DETAILS. FASTDM BY MER MAN'RACT110G MY B USED PROVIDED THEY HAVE REVISED MILING SCHEDULE WILL B ISSN. "y VVV EQUIVALENT IOSO APPROVED LOAD CAPACITIES. CO 14.1 C- HOLE__ VERIFYMIN . �_A-r ti HOLE -- VERIF. E X E F O it WALL `� O O 2xa BLKcx Ea is G/JIIAIDATION �I STUD 2X FL SIDE OF HOLE C tyrI LAL ) N6 --- c - GLDOR SLABV4XXIAL SLAB/ i7 it SE -Eq - WADER - ONecHEDLLE HEADER SCHEDULE 'z' CLIPS � 571ZIP AN/AY// STUD SIZE STRl1GTf12AL �iLL EgLE5SIALsPAr� 2X4 WALL 2X6 WALL SRJGLE CRIPPLE OPENING LE68 THAN frFT. to 4'-0 2-LX6 3-2X4 DBL CR'PPLE . OPENING b FT. 4 OVER 4' to 6' 2-2X8 3-2X6 - - 16' 4 AT TWO STORY' PORTIONS --_71 Coorlti ,c FXcAVATIOIJ TRIP AWAY6' to 9' 2-2X10 3-2X8 SUIrA6La SPAN _ vARIEs 8' t ' AT TJI JOIST AT 2X JOI5T NSE ' N y ,S QLSA DURHAM141 PLA6b' ALL 5V<U(tURAL IWIL!, PRIOR 0 - f To� AXLAVAIN4 POOrIA)h , • - 5-rgipPE4 4A'AAEA5,aVE "EARI - A)[1 A(RIPPED PELOW BEARIIU!caA4>~ gS WOOD HEADER SCHEDULE rig FRAMING 'a HOLE IN PL�'WD DECK A 3�r f�`r� �R��gp�gT-Ips p �1A �L 14.1 14.1 - 70 o. B�JTe�T ) \��11 NO 3ocIi 6o 40 30 20 ID 09/Zi/88 - a MI1111 F111G111111I11111111 LIIIG1G11111111IGIG1I II II IIIIIIIIIII1111111fiI1111111 i11111111111111/IIIIIII111111111111G 111111111111111 GIII1111 G111111(1111111111111�III I NOTE; IF THIS MICROFILMED 2 3 4 5 6 7 6 9 10 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE 7O TIE QUALITY OF THE ORIGINAL DRAWING' 0c 62 B2 L2 92 52 ►2 E2 22 12 02 61 BI LI 9N SI ►I EI 21 II 01 6 9 L 9 S , E Z 24 �x e T�.1r 7K� Ty .R. . L ,1 RI d 24 1gg1 MICROFILM SERI ICE CO. Commercial Microfilming, Processing A Supplies Portland, OR. Seattle, WA. 70 so 50 1 40 30 20 10 LOCATE FTGS. FOR FUTURE WLUMNS FOR FUTURE STAGE OPENIN63 3 5 7X1012' (i3) 4. 4� 61. k b2 �143 AA TO 5x5x1l4 _bb FUTURV. COL. / i 1 9 A 4'-6' x 15' 14_3 3'-&' x 12' 143 26 fpb� TO 5x5x1/4 14.3,) 4'-&' xIb' -------------:-T T_= A"LLA- ---------- L 0 Cv Cv __ 1 1 � Q w lu r32� ---- I w RV:EWNCE ELEVATION 1001-01 ( � TOP OF 4' CONC SLA5 �143 x x x CD --- �, x --- -- -- ---- - - — ,�Ix 0 m — a T -1 1 1 1— :--I - CAI 14.3 L N C__1N _—.1 w 0 (To 6 lu TO 9pxEvx1/4 ( I --f -f- iI � � 0 2 x is, 2 � � ;I \ I I I m 16 - 0 �, 00 �,�3 Cv 0�' J I �� \ I I v - \ 0 0 -4 4 G --4-- ------- L _J i r---- - —� lu L- --J I I I � . 70 1 166� TO 5x5xl/4 ID I VI I � I I \ I v - _ U Qi _ 143 3'-b' x 12' 36 V[A CONC. 86 TO SxSxl/4 143 W-V x 15' TO bxSxl/4 1 x 12- 3'-rv' x 12 Cl) I r M -ft Mn 61 ('32 7 F T L 544 3 IKE"I If --z s - �3 .3 143 I 3 I8--o 54 I DUCT CHASE �43 1 SEE MEC44. DRroS. TO 5x5xI/4 C.4 31-408 x 12' 101-01 IE, 15 i 0 -7 143 III1431 �32 - O I ____ in ____- _____ I �0/ 1� C& 9) Q14�.3 L I L ----- I I &U -L1 - -_i - _ _-- - _ - _ _ _ -� - — — —— -- - -- I L--_ - -- -- - -- - - 2'- Aa ou- 8143 02 x% 64 5 15 54 - } 14.3 1 143 --IIIL LOWER F-76sS. 9, TO CLEAR DUCT v 14 SC* \ \X 36 18' DIA. CONC. II e Lu NOTES: x v \ \ 4 4 I I �` \ \. \ \ \ s `� \ 1. DIMENSIONSARES01 STUD WALLS OR COLUMNS. - r,5" 2. TOP OF ALL FTGS. IS AT 2'-0' 5ELOW TOP OF CONC. b' 143 i i ` ` \ \\ \\ \ \\\ �� \ FLOOR SLAM UNLESS OTHERWISE NOTED ON PLAR 8 5 xlh4 \ \ `,\ \\ \' I 1 .3 b A"1" 2# 3. =:� NVICAms FACE OF STUDS WITH PLYWOOD '14 SHEATHING INSTALLED. A —'i "1 I h \ \ \• `'1 - TO 5x5x1/4 32 143 4'-b' x 15' INDICATES FACE OF STUDS WITH PLYWOOD r 4. 51[=�> INr 143 SIDING INSTALLED. 5. COLUMN T AND SIZE \L A SGL TG. sizE 4 THtaqess -1 L pa t b 'o i! I I 4SE r,,UCT Ci� '•3 \ \ \ \ i, ty- CIA SEE ME RG. \,IOdAT� T C,H. C>EL E I T5 Be, 5'491 x1p- 26 xu �`\\ \ I I u 14 1b \4lr J 5 3' — 1403 10- DIA. OONC. (P 143 NORTH 51 roo x 15, - - -- -- _ — -----__ = =--�- -- = --1 -- — -_ _ _ _ 7 __---x -� -- ---- _ __j DUCT CHASE SEE ME L I ECH. DWI DURHAM142 1492 42P-01 8 11 go 70 — 36 4 50 6 40 30 go 1309/21/88 221 Z­7 7 NOTE I F THIS M ICKOF I LME D 3 4 6 7 8 9 io DRAWING IS LESS CLEAR THAN THIS NOT!(;E, 11 IS DUE IU THF QUALITY OF THE ORIGINV_ j DRAWING, OC 62 92 12 92 S.2 f.? E? 22 12 02 61 91 Ll 91 SI t,I E I e I I 1 01 6 9 L 9 S tp E loll I I I T MICIR011,11,1VIII SERVICE ('0- 1. 991 Commercial Microfilming, Processing & Supplies APRI . Portland, OR. Seattle, WA. A Y14 4e ( '2 r 1:4 \\,or so 70 e0 aD 40 30 29 10 0 41 s`'rjO GRID GRID GRID GRID) GRID /� ou _"� � iiRti,QN .¢` tl, 15.19^ Q -___-- STUDS GONG. WALL OUTSIDE FC. OF_GYP. SHEATHING 4 1/8' At LINE 9, OTWEI�ai;gE 3 5/a'_ AND FC, OF CONCRETE WALL- -- - _ _-__STUDS j.2x(v'& WHERE NOTED b' ON PLAN O LINE 9 1/2 GYPSUM SHEATHING _-FC OF CONCRETE FC OF gTJD3_ Z 3/4' At 2x6 StUDB AT 16' OTHERWISE FC. OF STUDS 1 GONG At LINE 9 ONLY 1/2' PLYWOOD SHEATHING - 2x8'e WHERE NOTED 8' ON PLAN -2x8 STUDS AT 16' WHERE NOTED ON PLAN AS-. I I/2' PLYWOOD SHEATHING - -- - TREATED 2x8 PLATE -� -- - - 2x6 STUDS AT 16' 5/8' AN. 5OLt9 At CONSTRI.ICTION JOINT MAX. 4'-0' PLt'11100D SHEATHING OR SIDING -- - I TREATED 2xb SILL PLATE INDICATED ON FOUNDATION PLAN 5/8' AN. 50LT3 AT MAX. 4'-0' ADD 1-� ---1 --- e4 At 18' EA WAY OR SC� / IN BLOC' v�:` \ AT MULTI-PURPOSE W. I • • • • _ • • • • - • • 6' 4' - • • --/— - -------- 0 BREAK BOND 5ETWN WALL AND SLAB-� b' LONG WALL - -- 9' �� 2'-0'-TYPICAL 8 CONC. WALL-___ 4 v At ib 2-03 CONTIN. 15TUN JOINTS - - bLOC•KOUT TOP a N WITH SLOG PAPER OR BOND DI�AKPR - r BLDG. PAPER =/ 2' CLEAR 2-45 H t45 \- TYPICAL ALL EDGES 15 WALL a ANC. WALL TOP OF WALL W THICKNESS NOTED ON PLAN ---RIGID INSULATION AS b' OR 8' SEE DETAILS _32 OR X82 -- _..__ � 143 143 2-05 GONtiN � `J _ z � 3' CLEAR 0_ � b • 0 • - • --- ' MIN.,- � a a SECTION AT DOOR OPENING 18' MIK PLA � SEP PLAN SECTION AT DOOR \p, k FOUNDATION WALL DETAILS 45 __(� Y_32 0 82 INTERIOR FOUNDATION WALL 52 EXCEPT As Sou�N 143 3-z EXTERIOR FOUNDATION WALL DETAILS 0 �3D82143 14.3 052143 D32143 Ul a 2 - 2 i o --- DBL. 2xb 37JD3 -- STL TUBE COL. WHERE NOTED • a DBL 2xb CRIPPLESGRID OTHERWISE DBL 2xb aTUDS OCIR J o i 0 1626 I I 14.10 Al I i r U R,O. • 10'-0' TYPICAL ' -f---- STHIS IDING OR UJALL50ARD PL. 3/dx5'xib' 4 a r-ACE. SEE ARCH. DRG. - FCb FRAMING CLIPS i 2' / �•--- 1/2' TYPICAL 110. STUD WALLS POSITIONS MAY VARY 100 -0 TREATED 2x6 PLATE - 3 SEE PLANS VARIES-� s • VARIES ---41 • • 10' 12' 14' 3 ' 1/2' STEEL TUBE COLUMN--�_ -- 5/8' AN. 13OLTS 3/4 AN. BOLTS - -- FINISH GRADE G DETAILS ��,5 32 I I EXCEPT AS SHOILN L__ .154 DIA. POWDER ACTUATED FASTENERS AT MAX. 24' c-c • • '�1 ■ BEE 26 FOR PRECAST COLUMN — . --� PLAN SECTION AT STL DETAILS As FRAME SETTING EXfT AS SHOWN 32 L----S-_E_E.--_ -_ �1 FND. PLAN FOR FOOTING SIRE Cw 143 ii 54 WALL AT ATRIUM 34 DETAILS AT ENTRY _ _ > 0"143 ��� 1.x,3 D54143 14,3 034143 4 9, 4 COL. f FIND WALL CONSTRUCTION JOINT SEE FNB. PLAN FOR LOCATIONS 4 1 1/2' CLEAR / DISCONTINUE 5ARS AT JOINTS 3 1/2' - + PAINT EDGE WBRE ITH OND BAKER BEFORE POURING 1/4 -}- -}- -- - r-� 2 r--� + -_ _, `J CENT SLA►A. — 2 - 05 GONTIN. ~ - --- u �- + - AT PANEL EDGES + -}- AT COMER COLUMN 312E _-- __- 56 PL 3/4x12xt2 n2 4 - 3/4' x 12+3 �4N. BOLTS 11 STL TUBE COLUMN -R 4 - VER T$ 4 • • • • SEE PLAN FOSIZE I 03 TIES At 12' 1 I I CONC. COLUMN 2' SEE FND PLAN - E+ 1 3/4' THK. B5 PL FOR SIZE �' //>7 -- 1x3 KEY I I I 2 3/4 AN 15OLt3 FOOTING SCHEDULE r--- ---------- � o I I I I I i' I G-R-O---U-T----,-� - ----- I -m' -- - — 100 0 SIZE SARa EA. WA1' I -- S GONG. SLA5 AT JOfNT prn 5 GROUT _ __�_ �° 3' - m' SQ. x 12' _4 - "4 FOUNDATION WALL - 3' - b' SQ x 12' 5 - -_ 11 I�..� 11/2' I'-0' r 16' SQ CONC. PIER I2'-0' 6' OR 8' 4' - 0' SQ. x 12' b - e4 21-0. C� 4 545 It TS SEE 32 52 _ — _. EXCEPT WHERE NOTED - 03143 143 4' - b' SQ x 15' l - 04 SEE SCHEN ULE OI►1 D14lCs. 14 Z e4a 15 EXCEPT AS sHol N � � SEE SCHEDULE ----_. _ - -._ -- --- � r----- 143 1, e - 0 SQ. x 15 9 - '4 -•4 AT 18 EA WAY I � o >S' - b' eQ x 15' 1 - 03 — - -- - - ---- - r 6' - 0' 8Q. x15' s - 43 • .• • 6' - 6' sQ. x 15' 8 - % 5' SCHEDULE - ,- --- -- _ 3' CLEAR - --- -9 • )Ill _ - �- i • • -- �- CURNAM1�43 3' CLEAR - -_-_ _� _ _ SEP FOUNDATION PLAN FOR 31Z E FOUNDATION PLAN F01�SIZE - ---- -- - - - - - BEP CND. PLAN FOF! 312E �_ 2' CLEAR 14 . 3 ro — _– 5� -- 3� _ - - ��' 5"GONC;S�.A5 AT JOINT _ 143 - 086143 14.3 066143 �43 D5E-143 1.x,3 036143 ��/2l/� so 70 QO 50 40 30 20 10 e I'I I I i l l ( l l III I..;11111 111 I 111 1 1 1 1 1 1 111 1 1 1 1 1 1 III If1 111 lllt � I � fIIIIIf � lI1 � 1 � 1111 � I � lll � t � l � flitllll II�III11�11 IIII � I ) � IIIIII I I ( ' llII111 � 111I111 � 1 , . 2 3 4 5 .— 6 —7 8 9 10 _— _ 1 1 12 t NOTE: If THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO 11 1HF QUALIT'r OF THE ORIGINAL DRAWING. OE 82 cz 9? Sz bz - Ez- Z2 la i - 61 el LI 91 SI Of El 21 11 01 S 9 L 9 s b t> 1 """' • 1 11u1 �nnlu �n1►11In�1u11111111n1I1111�111111111IlUlIuIlI1111�I1f1I�11lUu�uullu1�u11111u�11u111fIUIu11�11uU1ff11lII�Illfllul�lf�ln � �III�III11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIu11111111111111111111h111111111W11111111►nllllnl1u111111111111n11111111111i1u MICROFILM SERV1(•E ('O. APRI -cj 24 Commercial Mlcro`Ilming, Processing & Supplies9 9 1 Portland OR. Seattle, 'A'A. 1 , OD 70 60 SD 40 so 20 10 0 1 COL .4ti�V"�dG vrv[pFSJis AI b5 " \Y 2 9/4' � lr O 1' D .per"•' I5.V0 f1Q. �-6 A IF coL a In' rL In x 12 x m 2.04 cONTIN E B ESSEG VOL IX12XI6 t —82 2X12 • l 62 III IIIII r- In x a4x2[a I 4 v2' 4 In, 1m9 1m' I' 'AV V . Zm •e I 111 m 'W' AL'L EIG WT 2X12 FLAT 241 OK 2x@ • b' a/c 7 !/4' 1In' CLR CLR ' 4'-0' MAXIMM PIC. L BDe PLAN T' 3/4' v V • bL HORIZ • 16' EAP CE i' O/C I InlGL i 3/4 X I6 4 In' 4 In' � DAP GL GL i9/4 X b G6C 3/4 DT II ' DIA. WEEP Aim LGRAVEjr-LR 10LEII . 15 -0 � EA BIDE 4 �' 00'i "� 4. OO 3-Iid • EA ;W RABRICOpO p SIDEWALK 2X4 E12 PL i X i X V4 22X8 F'LA1E W/ 6-ili' NAILS HD' O O W/ 3-led E• EA 2X12 NU PL i X 3/4 X i V4 3-3/4' D t .Z 3/bDIA WOLE6RALO2X6 8 T-7 2•e4 CONTM 4ZXI6Tuoe • bO/c o/o Yaxe TUB3-v CONTIN b' DIA col 11 ,4 2' 3' TWNO CR pa7l n0 WrPWX-O• cnNNe ^ = 14.4 W . 2'-4' IF 'W' 16 OVER 3'-m' Y 22 RETAINING WALL ^ U " 9 14 \ t3 14. 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I I I I 1 I I I I I 1 I I 11 'NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 S 0 10 11DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TE QUALITY OF PE ORIGINALDRAWING• OE 62 92 L2 92 S2 "2 tt Z2 12 O2 61 91 LI 91 91 "I EI 21 II 01 9 9 L 9 S 1, E�, ' 1 19n{NNINII�IWIWIIRI1119111uduul1uY191Iu1duuluulUY1�11111R11016N11R91uu{uu119�Y91�9�1�L112APR ; 24 1gg1 MICROFILM SERVICE CQCommerclel Microlllming, Procassing 8 Portland, OR. Seattle 70 80 60 40 30 20 110 0 9 F14' EO_PROr ) 5 12) C �J �`�10 �4i N f f\��p 34 48 \ / Z- \pi J NQ i J _ 42 � Tyr81 148 - .;� �14b ,,m ;y�`� � � ��. IGL 8 /4 X AW-32 3X6 LEDGER `�� •�� GL 5 1/8 X 9 GL 5 I/8 X 9 GL 51/8 X 9 �GL 5 1/8 X9 - ------ - - - -------- - - --- — -- ------------- - — - -- GL 3 1/8 X Ib - ---- -- 3 1/8 X -- -- - _ _ --- ---- -- _ I g cv `v ry 4B I V. a \ GL 8 /4 X �02-3O TYP THESE 3 JOIST LINES �"'1 -�61NAIL PLYW -A) W/ t' • 6' O/C t 4'-0' SPLICE JOIST AT BEAMS W/ _ _� U IM SPSON 'ST6236' WITH 0 61 r� Y o 20- 'NI6' NAILS J `� Cv 0 W ! 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Seattle, WA. w 117'.—.n+, ......+.."...`•'..y.. ...,:rrR.ry. ,w+*,,, , ,'A.►+Fw•S+.i,_ ... 70 5D 40 30 20 10 0 PBL 2X6 PLATES-HALF LAP 8 FT MIN (Cwtv 2X (.ONTIN ( K)2X GONtIN_ t NAIL WITH Ibd • 8' O/G / , � - GL 8 3/4X16 1/? _T P I LA L / --- - 8d • 6' O/C i D15L '1X4 PLATES - / 114'-51^2' r X34 _ _ _ _ __ _ ,��­­ROF - ------ - 114'-5 I/2' 14.1 - TJI BLK,'s PANEL - 5/8' PLYl11D ---- -- - - - .���`�NG+NEt;� �% -_ 5/8' Pl_YWD - ---- --- -- 5/8 PLYWD H 2b • NAIL JOIST - -_2X4 STUD ,gL.ONG,n;L,E VARIES 5/8' PLYWID - ---- - - 5' -- EA SCUD �� � � ---W/ 8d • b' EACH TJI 5/8' BOL t - — VARIES- ----- -� -- - VARIES % -------- -- -- -- ORI:GNN Ilk 113 -m —_ ___-- __ _— — ---- — I5,l`1 'A34' ANCHOR AT I 2 - SEG 34 -TJI BLKG PANEL 112'-b' 14.1 ___EACH JOIST 6 - - - Ib ' TJI • Ib" O 1w, PL 5/16X3 Xb LEI'XsER I I�--._. • D N Ib' TJI • 16' O/C ---- --- END OF TJI _ _ l j � _-JOISt HCsR 2-3md - I I ----- ------ • EOA STUD ---- _--_._.. - 8d • b' O/C i� i - _ - -- -- -- -- -- DBL NUT - - ---- - 2X�h BLKG DBL 2X6 8d + 6' O/C - - 1 2X6 STUDS FUTURE ROOF --- GL 5 I/8 X 21 _ 1/2' DIA HANGER RODS -._. __-- �- Ib' TJI • I6' O/C --', "---.---- 2X6 STUDS • I6' O/C FRAM(NCs-- ` • 4'-m' O/C MAX 1 • b O/C DBL 2X6 F:.ATES_ HALF LAP 8 FTS 1----------- 2X4 LE1/?' PLYWD 2X6 PLATE I __ __ JBL NUT W,tH LEDGER MM t NAIL W/ lhd • 8' O/C PLl'WD SIDING --- - Ibd • 8' O/C r�" ~ - BEVELED WASHER � ?-Ibd • EA STUD 1/2' PL`I'WD _ _-'- ('r�P I L"A L_)- - ---- I/2' PLYWD -_ _ 2X6 STUDS • 16' O/G LOCATE STUD UNDER 2X6 STUDS + 16' O/C ----- G 6X82 Cx EACH TJI 0 �'1 w 31 W 4.6 B F F -END OF GL BEAM 4 H a o COL \ SEE IOC --- BUTT BEA*1 ENDS 8• FRAMING PLAN 1 1/2' 16' TJ I'$ AT Ib'---- \ O LOCATION VARIES b ` Ib' TJ i AT ib'-- -TIE \� � � 5/8 PLYWD -- � � STRAP 'ST22' 2 CFD 3�Ibd EA SPACE ---2X12 BLKG '1r 3-Ibd EA SPACE S PLAN 5EE R� <� F PLAN FOR SLOPE a 4X3 • 2'-0' � �'� ��.ry � ---- ---- 8 3/4' GL >✓EAM GL 8 3/4 x ib I/7 GL 8 3/4 x 16 1/7 2 I � 5/8 PLYWD D�, , -21' OR 30' DEEP +••� 0 1� N 16 TJI • 16' O/C - I G.L_8 3/4 X 30 11 - - - BIG Ft_ 3/4 x x 8 ve _ 0 2X12 • 16 O/C 11 2 3/4 OR 8 3/4 x 27 �- , �--� Z3- mD COM N 5 4' HOLES 2 PLS 3/8 x 3 x 6 ( 1 W Ix II ?XI? • 16' O/C SIDE PLS 1/4 x lm-- I-3/4' BOLT 4 '/4' 'Z' CLIPS 66 / 12' 1 1/2' 2 - 3/4 BOLTS -} + I I /tOP ArND I I H �, 4.� SRG PL 3/4 x 1 x 8 7/8 I I / LEVEL CUT GL BEAM BOTTOM PL 5 x 4 x 11 1/7 o ? PL i/4 x 3 x 9 } I BOT70M - - I 1 2-3/4' LTS - H w GL 5 1/8 X 12 - JOIST HANGER 2 3/4 BOLTS \ + 3 - 1 I v GL 5 1/8 X 22 1/2 JOIST HANGER /4' -PL 3/4 x 8 1/8 � , I I � x LEVEL CUT BEAM BOTTOMS I I t14 5 x 5 TUBE -- I LEVEL GUT BEAM BOT. 1 I / � I I (TYPICAL) BEARING PL 3/4 x 11 x 8 '1/ 6° 2x6 STUD WALL a' C0 5 x 5 StL LUBE COL .. r43) x5 TUBE143 - V4--.6) 33 13 3 Ibd • 16' O/C F -- 2X CONTIN 5/8' PLYWID I 2-2X6 STUDS 2X 5- /� "tel / � I b Gcx�NER COL PLAN � 122 -� � �2X6 BLKG ,_� 2t-Ibd � / = YP DBL 2x6 PLATES I - �I114 SEE PLAN SEE P' 4N _ TO GL GERM w dS 4' 1583 1/2' I GL 5E'� 5 1/8' GL BEAM lbc.' • 4' O/ AT 2X1@ -- 5/8 PLYWD MAX I EACH FACE 4 2XIm GONTIN -- -- --- - -- 'A35' EACH `--SIDE 4 COL--- , DBL 2X6 PLAtE6----�' 21 • Ib° O/G GSL ?Xb BLKG SEE PLAN------ --------- -FIRST JOIST SPACE ^y 1/2° PLYWD - `-SEE STRUCT NOTES 2X6 STUDS • ibO/G 2XIm • I6' @/C -f --5/8' PL1111D AT CORNER 2X CONTIN . I i I '�1 115'-3' r274 TYPICAL GL BEAM BEARINGDETAILS EXCEPT WHERE NOTED OTHERWISE CV co TJI --BEE PLAN co 4X3 _ �' _ �(p �, .J• 2'-m' O/C 1 m � 1 td DBL 2x6 PLATES-' � /-_.FOR SPACING c f F � � 5/8' PLYWD -- 2X6 PLATE Ir • 8' O/G 16' TJI • Ib' O/C 'Y' CLIPS � VARIES ---L 5/8' PLYWD -16' TJI • 16' O/C ti 14F - 113'-8' 1 m [ A VARIES DBL 2x6 PLATES-. .__ �_ � -t --- �- 5/8 PLYWD 4X8 • 5'-@' O/C -- 7J1 BLKG PANEL Ib TJ I • I6 O/C 3X6 LEDGER W/2-3md - 4X3 • 2'-0' --- S .AT EA STUD - Ibd • n' O/C -__�- L J 'HU46' H.4NGE - -_ 2x6 BLKG 2X�, - -- - 4X3 • 2'-ol O/C VARIES co o LEDGER W/ 2-16d 5 AT EA STUD DBL 2XE PLATE CFD a_­ GL LEDGER 2 1/7X9 314 2X6 STUDS • Ib' O/G _ - _- DBL 2 PLA 93-4md • EA STUDS _ - 2X6 STUDS • Ib' O/C VA _ TE1/2 PLYWD RIES LOCATE BUTT JOINTS 2X6 BLKG li'�' PLYWD _ - MIDWAY 15TWN PURLINS 5/8' PLYWD -� �- ra/8' PLYWD -- ---- GL LEDGER 2 1/2x9 3!4 �\ --- 5/8' PLYWD 4X8 • 5'-m' O/C 2X6 PLATES------- --_-__ - -J _ 2X4 LEDGER 3-4@d • EA STUD_ - O '� 2X6 BLF:G---- ---- \ � � -_ - LOCATE BUTT JOINTS `2�Ibd •DEA STUD 2X12 GONTIN --- -- ---_ ___. _ �` 2x12 CONtIN GL 5 I/8 X 12 \ --- 2X12 • ib' `-- . ------- _ 7-Ibd • EA STUD MIDWAY BTWN FURL MS 2XIm • 16' O/C 2X12 • 16' O/C ( i SEE PLAN 16114A --- j 2x6 BLKCs Im9'-m' WHERE OCCURS I/ \ - 'HU48' HANGER 2X6 BLKG - -- - -----------_-- _- --- - --- - � lm9'-m' -- - - �e_ ► ---- - --- GL LEDGER 2 i/2X9 3/4 -- - 1/2' PLYWD - - 1/2 PLYWD DURHAMI4(b DBL 2XIm • 16' O/C DBL 2X6 PLATES - -%� \� - 3-40d • EA 9TUD�- - 2X6 BLKG -- _ 2X12 L EDGER W/ 3-1b�.i C=L !SEAM 24 AT EA STUD LOCATE BUT JOINTS "--- - 2X6 STUDS • 16' O/C SEE PLAN 146 - 2x6 STUDS • Ib' O/C MIDWAY BTWN PURL INS 1496_ - -- rro w'o4�0 3� 14.&70 00 I FI�'I�i Z`I� NO. 881.e91 40 30 20 >n e • •' ..•. •. .'^-".. r ^ *. - wPMF ,lbes.w . w..wlMAtwrrr+r.w..,..e.rM n ►S,"`Y+w-wrrn._.sriv.R_'.'rF+v_w_r_+.rn,Mwr.+rww+n_m wrw,w.w_tw.w. . ..-.v..nw. v..rr•.+nrnw.v_wrr.l••• v . ' ,., ...Imo.. v 1 r war..nw.•.ww.wllnM_ ..r„.e+4M1ElY�YwwR-.rFrw•+ -. .. ..- _ -...__.___... _ . 11111►I 111111111111111I1111111I11�1111I111111111Jill 11IIIIIIIIIIIlI1tllllllllI I f1,11711111111111 111I III I111I111111111111IIIIIII�IIIIIIII111111IIIIfill IIII II111'IiIIIIIIIIIlII11I1111111I1111�11 I .r++'" I NOTEIF THIS MICROFILMED 2 3 4 5 6 7 8 9 1'0 _ II 12 '' ; � ---- C DRAWING 1S LESS :.LEAR THAN THIS NOTIti., I' IS DUE TO r THF QUAL:�'Y OF THE ORLGINNI_ DF'AWING. OE 5Z 92 LZ 92 S2 02 E;2 22 12 OZ 61 EII LI 91 SI t,I F 1 ZI 11 01 6 9 L 9 S b E 2 1 "10"'' - r'!I 111IInIllunllulllulinnlnullnll1111I1111I11111nulnuluu�m1111�1I��I1111uI1111IIIIlIIIIIIIHIIIIIIIll+1IIIIIIIUIIIIIIIIII�IIIIIIIlllllll►IIIfII111111111IIIIIIIIIIIIIIIIIIIIIIIIlII111IIIIlIIIIlI1llllllllllllllllllllllllllllll111�1W�111111WllllllJllI�IIIIIIIIIIIIIIIllIH ' APRITj "'24 MI('R>7FILM SF.RVIC.,: C'O. - Commercial Microfilming, Processing & Supplies I 1991 Portland, OR. Seattle, WA. aD 70 so QO 40 00 20 10 a 7 9 1R' fl-YUD 5/0, MY= -.FD _Pkr;�F S4 i 2-1" • I6' O/G ZxM/ Al Ifr' o/c 4" MARLIN 2X2 • li• O/C 9/0' F'LYWp 4 ax'ad4l tJl DLKCW PL ANEf b/SM.riD VARIES 16' TJI • IS' O/C —� EA. elDk 0/32' HO FOR TIlO' 2X12 LEDGER ,I' NAILS _ (14) -lid • EA 91UD MARLIN COPAIECTIgJ v D. 614 -- 112 / - V2' PLYUD L bX3X 1/4 x 0'-1' Z• 3' V2' GY1. SHTG GL b IM X 22 V2 GL b VS X 22 IR 2x0 ST ,� 1 1R' INLYUD UDS • WO/G K J IRS 1 2X6 • w' O/C r24CONN PDL 2X6 PLATE g DDL. 2X6 PLATE 4 )c R' al r 403/4' N 2X GONTM 2X CONTM 13/4' o 24 SEAM CONI 114'- b IR' 2x4 CONTM II4'-b V2' 4 CONTN I a' a 6 15/16' HOLE FOR Q a GL ELKCa 2 IR X 9 3/4 _ WE 43/14.1 V2' X 6 LAO SOLI p 1 3X . 2- 2x CONTM 4X3 • 2'-m 3X . 7- 2X CONTM / � 4X3 • 2'-0CFD W z n 4.'1 14.E �, VARIES PURL IN BRAGKE7 z P 6X3 CONVN c � 6x3 coNTIN a � �— 3X0 COMM EA BIDE 4X8 , O/C 9X0 CONTM — EA 610"x 8•m�M a a x\— 'SL ftK(W Mai_ SIDE CSL \ON c 2 1/2" 3 W/ IV-ad NAILS/4 b 118' 651- BEAM 4x3 • Z'-m' O/C 4X6 J4AIL TO 4X0 W/ 2-30d 9EE PLAN EA MARLIN STAL,� 'rT W NTSa 2 — — 'L8m' EA SIDE CFD 2 � GL b VS X 22 - 19 V2 , NOTCH FOR I 2X6 W100, . W O/C_ IN 2X6 PLATE _ —— F o — g \ G 0 L b ve x IR' 1 v:' PWD LY &roING u►a • 12' oro 0 9 __I � + + + '+ ++ • NIR' + + r h 1 �2PLI/4X6X1'-0 V F 0 W/ 3 Im-M NAILS EACH b VO' GL BEAM BM Pl. 9 B /4 X b I/4 X 1'-0' 2X6 STUDS • W' O/C I'URLM TEAC44 SIDE x m PLYWD SIDING 110-2 V4' 4L5Irox101/2 w R bXb TIJDE 63 43 _ 33 13 14."6 14.E 14.E 14.E 3 3.2x $ 114'-b IR' L 2x6 . 2x4 GONTM � Q 2X CONTM 2X CONTIN O 1/2' PL114'-b IR' CPD II4'-b IR' 2-3/4' BOLTS DEL 2X6 PLATE 4X3 • 2'-0' O/C 2X4 67=5 • U9. Ox I I // 2X4 FLAT • I6' O/C 2 6106 W/ b- MI. 1114 X X 9 VARIES 3/0' PLYUD FILLS BM PL W X b X 4 —4X9 • 2'-0 O/C. RACK PL IR X b X 0 3/4 GL 2 1!1x9 3/4 CFD VARIES { {--- Cd- 9 I/OX W V2 4X0 MARLIN 2X6 OL dL SEAM ��J IR' PLYUD FILLER 051010/0 DSL 2X6 PLATE GL DI W4 BENT M'L V2 x 4 x i'-3' + + + + IOL 1/4 x 3 x I'-1' in, PLYU,D - 2 V2X9 3/4 4 \ PLYUIO SIONG - PLYWD GIVING 4 W 1 2X6 STUDS • W O/C IR• PLYUD 2 - 3/4' DOLTS 1 r I I Alm C*L EA SIDE 2X6 STUDS • li' O/C _ IS. TJI'S AT IS' + 9X6 I V2' IR' PU1�_INFOR 2 - 3/4 x e LAGS- ' lR 64 44 GLbv& xt2 _ . 4 . 1 1/2 14."1 14.E I IWD'I'-10' t NIR I I I/4' 364'fft364' V4' I b VS' GL BEAM 'Lb& • 2'6' O/C 13 y I I W1 SIDb NU4' NAILA 15 . V4 X 4 i9 X 15 CONTM 3X0 —� 14.1 b VO' GL BEAM 4 lid e q I BIGI"L1/2X4XS RACK PL V2 X 4 VZ X 15 + + 5 DEL 2X6 PLATES ~ p 4' ;� + + 1 + 110'-0 1/4' 2x6 etude y 6 4 L4x3X 1/4 X 0'-4' 24 e O + 13/4' 13/ I-b/&' X S LAGIX 12 Cb/ DENT PLATE 2X6 STI& • I6' O/C b/32' DIA HOLES 45POR 'NIO' NAIL& C 4XSA 9 - 2x0' COLUhN 1 �STLV SL4X3X 1/4 X 0'-4' 4t ®O M'L V4 x b x 13L 1/2' 5 4X m'-3' I-b/0' DOLT 2X► PLATE TOP 1 DOT WITH e - 1id NAILS4x4 TUBE 4x3 2 V2' 1-IR DOLL4-'NIG' NAILS I/4' DI•. 6HOT M &TWD& GL 3 I/eXli IR At 2'-0' O/C 7 /4 I IDIDA�BSOLT&GROUT I 4X0 • b'p' O/c 10T'_b' GItlV C�URHAMI41 \� GL LEDGER ••�— 'A35' MC 4M EA SIDE 14 . 7 84 _ 66 X4(0 36 16 14.'1 14.E 3' • I'-p' 14.E 14.E 14.'f 09/21/88 ao �a eo so 4o x 20 x, & I I 9 IrI11111111 , 111 I1� I 1�1 IIII IIII1111111 Ill�llllllll111 IIIIInIIIIII II tIlI11lllll1... .11llll�l tll'n . I I 1 I I I NOTE: IF THIS MICROFILMED 3 4 5 & 7 e 0 0 ll l2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS OUP TO u THE QUALITY OF THE ORIGINAL DRAWING. - oa Be Be iz bz Be •z ez tz la OR sl Of el 91 21 ♦I el al n 01 b e e s s r c z 1� 'w6udunluuhmLudlxdlnlh1n11ndlndlnlMWlll�dludnullu�llWlmhxdll!�lmluul,�lyyl uulu�InJwnlnt�nitllntluululJnullwbWlwdlslly�Yltl6udml6u11xuluuM�daullud '` T A P 1�I , 2 4 r 19 91 Com Portland,, OR.PIm MICROFILM Processing$ We NA Supplies d5040 30 . 70 20 10 0 C�YPIGAL -ALL- Wj�1LLh 0 �►3L, TDP - HALF- L.APr/'1 ! )v , 8 '- D ,� 9 NAIL W11 (J @ Ir \ 13 PRO r 121'-8 1!2' 4X10 + 4'-0' O/C - -- _ 121'-81!21 L URE•.; SEE PLAN--- - --- 'H25' AT CFD --EACH STUD I SEE PLAN '1­125' AT -� �` ----- --- EACH STUD 1 10d • b' 0/C ---'� 3X10 LEDGER LU/3 -y 0 d EA STUD 2X8 BLKG --� N IO L D 8 UD/5-y0 d .--- lOd w b O/C 8 3/4' GL BEAM ti 8 3/4' GL BEAM e' BEYOND 8 3/4' G3 BEAM 1 I/2° nn N N BEYOND -_ 2X8 13LKG �"1 W 1!2' GYP STHG — — - ---- ---- _. '-- - o 2X8 STUDS • 16 + - 1 I/Z' � Z+ h STUDS • I6' Z 112' PLYWD -- — - -----` v a ei r 2X8 BLKG • PLYWO SIDING --�-- � 2 PL 5/6 X 8 X 10 - PLYD JOINTS 2X8 BLKG 2 - 1/8' 5OLTS ao� PLYWD JOINtB I I 13R3 PL 3/4 X 8 X 6 -1/8 I I� QI 1X'1 TUi:* —_.___ o 82 rD 2 1 'w8 r42 2 �.� w8 1�.8 0 2 t"'1 a � o U N W o 0 0 X H a F F U � � W �D A a 0i laCv 121'-6 1/2' 121'-8 1/2' fi/8' PLT"WD - - CFD 121'-8 1/2' PLYWD /8' PLYWD 120 -11 CFD SEE PLAN 3 - -_ — 1201-431_ / .�120�'-9' 2X1sa w 16' O,"C ---VARIEB � 4X10 + 4'-m' O/C 120'-6' - -- I Y -- -- -- ---tom- _ 2X10 • 16' O/C 2X10 • IFS' O/C 4X10. 4'-0' O/C 'HU410' HANGER'-` 'H25' At 3X10 LEDGER W/ 3-40d / �- EACH ST110 \ NAILS • EA SCUD_ JOIST HANGER - ?� �� 2X6 �-�' JOIST HANGER -JOIST HANGER LOCATE JOINTS IN LEDGER--� \-- 8d w b' 0/C 2X10 LEDGER 2X10 LEDGER- MIDWAY BM P TURL MS 0 �— 4-I6d At EA STUD 4-Ibd AT EA STUD -- 2X8 BLKG ■ 3X{¢LEDGER - W/ -4--4-40d-4 � -NAILS + EA STUD _ LOCATE BUTT JOMtS MIDWAY BTWN PURLINS �j -- - ------PLYWD SIDMG 2X6 STUDS + 16' O/C - - -- �y 2X6 STUDS • 16' O/C —2X8 STUDS • IbO/C 4 _ 1/2' PLYWD PLYWD 1/2' PLYWD 2X8 BLKG • 4 PLYWD JOMT9 ---�- ^i - — 2X6 w 16' O/C 1 2X6 PLATt 34 Q i6d + lb' O/C .v fil8' PLTIUD w VARIES ALTERNATE NO. 1 ALTERNATE NO. 1 —__ SEE PLAN -- - - CV I6' TJI + 16" O/C / I `12X4 BLKG 4-2X6 V Q 2X4 BLKG 8 EA SIDE E8 A JOIST 1 Ib' TJI • I& O/G ti �- --— __--___-- A p to L L 5 /8 K Ito 0 Il E R 114 -8 I/2' I --16' TJI + Ib' O/C 'X' C1JP5_ 1 -- 2X4 BLKG _ _ 14.'1 1 -0 TJI BLKG P-�NEL-`� _--- -` -_- --- '�/8' PL lla'-0' CrD Yum DBL 2X6 PLATES —--- -- -- -�- 4X3 • 2'-0' 4 2X6 PLATE 4X3 + 2'-0' O/C f VARIES 5 Q Cn ----., - CFD � --5/8' PLYWDAK --5/8' 1'�11D - �— DBL 2 PLACES 10211-101PLYWD 5/8' PL VARIES �y I� -`�--- — 109'-I©' - --.�_.-_-.—�.._.— __----_ ED L LEDGER 2 I/2XS 3/4 4 2X12 GONTIN --- --- 1X 2 • 16' O/C 2X12 • 16' O/C 4X8 + 5'-0' O/C G3-40d + CA STUD_ 2X4 LEDCxER 2X12 • 16' O/C - \-2X4 LEDC,ER 30407E EA .JOf>`1TS \- 2-Ibd • EA STUD 2-Ibd • E�, STUD - __ _J�`-- _____ MIDWAY BTILN F�,IRLiNS DBL 2X6 PLATES --- - - - -- - - ---- JOIS7 HANGER GL 6 3/4 X 18 'HU48' HANGER 2X6 B3KG - - 2X6 BLKG �a3 LFDCsER 2 1/2X9 3/4 -- Ili' PLYWD , --- 1/2' PLYWD ----_ 2X6 PLATE PURI-�AM148 16d • 12' O/C 3-A40d + EA STIID ---- - GL BEAM_ 24 - LOCATE BUTT JOINTS ____._ 2Xo STUDS • Ib' O/C °yEE PLAN 146 J 2X6 STUDS • Ib' O/C 11 MIDWAY B11UN PURLINS , A���1�1>a►�� 110 1 ��tS�C ���> �-- 1498 S0 C4 re _ r_3r0 � 70 so (Iro 1-'E:FT1 1.T 1\1'7„ 8C-11.FJ`i'1 54 40 30 20 10 013/2I/W 4 F 45 1 I I 1 1 I l l l l t l l l l l l l l l l l l l l l l l l i l l l l l 11 { I I 1 I I I I II l l l l l l l l l l l t l l i l l l l"SIl Jill l l III I I I l i l l l l l l l l l l l l l II IIII , 111 , III , I � 1 � 111III111II � I � IInll � l � lll � l , Irl -� I11111 � 1111111 � 1111111 � 11 IIII � II11111 � 111 � 11' N'JTE : I F THIS MICROFILMED - «--- 2 3 4 - 5 6 7 A y_ 9 10 - 11 -- 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS OUE TO r' FV THF QUALITY OF THE U.IGINAL ' DRAWING. OE 62 82 LZ 92 SZ 02 EZ ZZ 12 OZ 61 81 L I 91 GI •' to El Zi 11 01 6 9 L 9 S tr E 2 I'�■��" ,111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111�11111111111111111U111111HIIIIIIIIIIN1111111111111111111111f�llllllllllllllkllll�1 I1�rII11111n11rr111�I1111uIlIIIIIIIIIIIII11�nulilllllullllll�IllllWl�111111111111111111eI1111IIIIlIIW�!!ll>l�tlll�lllllllll�llll�llIIIIHIIIIIIIIIUIII � A ,n 24 _ MICROFILM SE; CO. PRV0. 1 1 9 V Commercial Microfilming, Processing I Supplies Portland, OR. Seattle, Wb. 70 - w 50 40 30 20 10 0 I- Ip GIR.1 �,� 4X3 WOOD "PURLINS, AT 2'-0' c 66 ATTACH SU115PURLINS 14.1 WITH Z-CLIPS HHU 5.12 410� az, Citi 5 1/8 x S 3/4 GL 5 1/8 x S 3/4 + + 2* 3b 45 315 45 + 141 14.S 141 4.13 14.4j 14.15 3b 41p)_/ .S r\\\\\P0I4 14C C�yj " .4 1,01 �l 4 t-5 N" 0 M T;0 OF—C-O-N-C--R!E- TE COLUMN 1 173/41 --/7 TS 5 x b x 1/4 NOTE: WELD ALL JOINTS 150TH SIDF-S ALL MEMBERS EXCEPT END POST 36 36 z AS SHOWN ABOVE. 14.914.9 z WHERE GUSSET IF'L OCCURS 0\,r:R 0 OMT, NSTALL PL AFTER WELD ft iG, FOR GEOMETRY SEE DETAIL co AS A�15OVE. 'MUSS ELEVATION �34 CONCRETE COLUMNS -4 143 0 NOM. TF4458 MEM5ER ASSEMBLY AND LUELDW-i 844AI-L 15E IN A MANNER TO MINIMIZE PISTORIOSI ALL MEMBEM SHALL BE STRAIGHT AND PLATES SHALL BE FLAT AND FLUSH FITTING. ANY NECESSARY STRAIGHTENING SHALL 15E DONE 15Y THE FABRICATOR MOR TO DELIVERY. 0 2 TRILAL ASSEMBLY OF THE SPACE FRAME 18 RE ED PRIOR TO DELINEW. SLOTTED HOLES 0. 1 1/8' x 1 1/2' 311ro' HOLES FOR 2 NIO' NAILS to 1. ISOMETRIC E-1 �4 3/8' 6s TYPIC.:Li- SCHEMATIC DRAWING + + 3/8' b' 21/2' + + 1' \ — — .. A w 0 22 IMC ROOF SPACE-FRAME TRILISMS LQ 2 1/2' FROM 1/8, PLATE-Z-/* PL 3/16 x 2 x 4 EA SIDE OR WELDED ANGLES 3 - N16 "LS EA PL AND PLATES 4 x 8 PL 1/2' x S 1/21 X 121 4xS PURL IN W4 4 T 35 PL 1/4 x 5 x G.L. 5 1/8 x 9 3/4 1,1�-s -\ 7 .1 5UTT WELD TUBES TS 5 x 't >, 1/4\- 911 as WELD BACKUP BARB AT 4 3/8' 0-0 015L. 3X8 BLOCKING GL. 5 1/8 x 15 3/4 + IN x 3/8' F15. + 114' 41/2- 41/24 -L-_\ --*--------- + 4- + G.L. 5 1/9, WIDE G4L. 5 1/9, WIDE L+ + + +1 3 1/4 1/4" 1/2' CLEAR GL. x 5 VON UJIDE 41 .9 -1 2 IN 13OLTS PAP G.L. EA SIDE k1/2'1/4' x 3' D I A WASHERSQ) T55xbxl/4 y 1/2' . 5 1/6 WIDE L -j15, PL 114 xx 5 El 7- - 7-F14.E J I F 7 EA. SIDE SIMILArg TO GL. PAP (:Ll-. EA. SIDE — C � � I � / I ,� r � A 1 + + PL 3116 x 5 x 5 EA SIDE 114' 1/4' ' PLAN DETAIL e! + 5 N16 NAILS EA TYPICAL TO TU13ES 114' 3/4 1' ON IN 3/16' HOLES -�13 + 5/8' BOLTS 4- 1/2 119)'-8 1/4' Z, lob 42.0 E--1 tr 1/4' 4 PL3/4x5x3l/2 2 SIDE PL 1/4 x 5 GUSSET PL 1/2 x 11 1/2 x V-4@ SIMILAR TO EP/8 x 3 1/2 x I 14.9 -21 -42 17 -53 -63 7 -31B -31B 15R3 PL 3/4 x 3 1/2 x 4 4 % EW:) POST TS 5 x -1 x 1/4 — 21/2- PLAN SECTION N 31.5 SIDE. PLS 3116 x 4 x b - 4 N* "L& EA +21 +42 483 463 15RG PL 1/2 x 4 X 4 5/8 r4-6A� WELPNG 5ARS LOADS NOTED KIPS 17� FG.L. 5 1/15 x 10 1/2 1/2 x 4 x 1 1/2 TOP 1 1/2 V-O' 1 1/2 V-O' 11/2 • V -- 1/2 x 4 x 3 BOT C\2 TS 5 x x 1/4 3b E-4 r I Z- 2� PAP GLTRLW DESM LOADS AND MEMBER FORCES 'k /-156 PL 1/2 x b x I + 1/4' 51 N + O41-9 'Cy U TS 5 x 5 x 1/4 INTERIOR GUSSETS I, GRou'r 2 1/4' 3/6 x 8 x 11-49 4 318' o-o 1/2CHAI*r-ERS 2 EVELIWa PL 3/4 x 1/4 LIs AN. BOLTS -- ------ I _�._--- -}- -------- -- ---- -1 _ -- - - --_-� � .-- ---- V- — — -- - - r - --- - � � � � � �' � rt 41 1/2' 3/4' r\, 3/4' DURHAM14S --V DIA CONC. COL CPR 1141 1 1/4' 3/4' 501-1' WITH - LOCK WASHER UNDER NUT CAM ER FOR FA15RICA1 ION 4 ERECTION /2 x 31/2 (EXAGGERATED) QQPP 2 PL 3/0 x 3 1 1 1/22 ro TRUSS CENTERLINE GEOMETRY AND CAMBER �1 1 1,2 . 1'42'• V-O' 70 w so 3/16' @9/21/88 FV:,'M1I- NO. 881.89.1 30 10 29 OF 45 1111111 1 1 Jill NOTE IF THIS MICROFILMED 2 3 4 5 6 7 8 9 Io 11 12 t DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 0C 62 92 LZ 9Z SZ 02 EZ ZZ 12 02 61 91 11 91 SI t,I EI F I MICROFILM SERVICE Ll)„ A PIR 1 2 4 1991 Commercial Microfilming, Processirg & Supplies ...... Portland, OR. Seattle, WA. law 40 70 e0 50 40 30 20 10 0 - FORMED KEY ON DC'TTOM OF HEAD PIECE --� 1.12' DEEP x 2' x. 5' �_--- �— - '--_----- PRECAST HEAD FORM END OF HEAD _�- TO MATCH JAMB -- 2-2Xb Lo � � 1 3/4' CxROUT JOINT - - I 7a — 3116' O IA HOLES FOR 'NI6' NAILS .� -- - - - — - - / 0 3/4' END OF DRIP a FOR 46 INSTAL 2ND 2X6 AFTER __J _ N DIMENSIONS sl CONCRETE FRAME + -+- + 2' �-- -- FORMED KEYWAY IN TOP Ot JAM>?5 - - SECTION Tu�N �Nc�+Oi�sZ - �- _ in x 3 1n x � �I I z 0 di Nr- Gl. HEADER--- ---- -- c oe PLYWOOD SHEATHING ----- \ o FLASHING SEE - - 9—i / -�--- PRECAST' JAMB - L 2 X 1 In X 3/16' gV DIA HOLE FOR 1/2' DIA '<MAN 0425 INSERT . in' DIA / BOLT AT INSERT ASKEW HEAD DOLTS AT / a MAX. 4'-0' c-c _--- r'1 a 2 2 rro2 DTr4I�. �� CORNER 22 o - " ,{ - - U 3' ■ 1' WM -m' DOWCR '''F'.1 3' I'-m' .iva w OS ANC 4OR W x THRID INSERT o 1' CLR TYP I + •q L2x11/2x3/16x6' U � R 22 LOCATE AT AN BOLTS a � 4.1m 4 - N16 NAILS TO HEADER 6 - 03 CONTIN NOTCH 2X6 TO CLEAR ANGLE 114' DIA TIES 06' OIC Q Fil S3 DETAILS AT + 4EAD �10 3' ■ 1,_O. WINDOWHD 3 Q) 1'-4' 1/2' 8d • 6' O/C - FDN WALL rV l �1 I FOOTING 2-2X6 STUDS — —. - - - - -- - -- - - -- - - - - - - - - - - - - -- C 62 83 2-2X6 CRIPPLES m 4.im GYRI 1 I 1'-4' 4 44 I J i INSTAL LAST 2X6 CRIPPLE AFTER CONC. 10 FRAMES ARE SET W � R' SECTION 5TWN ANC1 40RS co PLAN AT F•OOTNG � 2x6 STUDS----- - V-I1' CLEAR - C) PLYWO 17D E O 5 co AL L C GROUT �+ Alk L2xllnx3/16x6' 83 _ 22 LOCATE AT AN BOLTS DURI-4AM1.41 4 - Nls NAILS TO STUD -� _ NOTCH THE 2x6 CRIPPLE TO CLEAR THE ANGLE 2'-m' DET/4ILS AT J�4M5 r2(o I' �4.10) ELEVATION AT CONCRETE WINDOW FRAME 14910 3' ■ -P>' -- wit-vow." — ---- -- 3/4' ■ I'-O' —. _— ..— D261410 m9/21/SF3 � PERMIT r,Icl ��i » 8.1.irl��:i. 70 60 50 40 30 20 10 e 3'� - 4,.,5 �• iF� r, _ . ._......-�,. ' ' 1 � f � II � i � �ll � r� l�lllrlrrlll�rrlr11111rJill 111111 1111111 Jill Jill 111111 Jill Jill ► ► . NOTE: IF :HIS MICROFILMED �~ I 3 4 -_- 5---6----—6-__ _ 8 - 9 I - - I 1 ---- i2 DRAWING IS LESS CLEAR THAN THIS NOT ICI , 1. IS DUE TO THF QUALIT` OF THE nPIGINAL --------- --- --- DRAWING. ; OE 62 9Z LZ 9Z S7 v2 EZ Zt IZ OIZ 61 B I L I 91 S I t1l E I Z I Ill 01 6I 9 L 9 SI•• .� b E 2 1I �r1111nllulrluullnrlrr(rlunlnulnnlul11111111111{urrlrrrrlrrrr�rrrlrrrr�Nrllr�I111u11uulnllin1111n111I(llnnlll1ll11111111�I1111111 IIIII�ItI1111I1iu11111Ilitlullllthnlllnllllullu111��I1lllliunirrrrlrrrlllnllnullinllullllilllUl�uU�i'111J11s�1111Illuhullllll�ll � � APRj2 Commercial M icrofilming, Frocessing & Supplies .... 1991 Portland OR. Seattle, WA. 80 ZO 60 50 40 30 20 10 0 LEGEND 26'� SIN• INDEX —HWS— HWS HEATING WATER SUPPLY It AIR FLOW DIRECTION FH FIRE HYDRANT DUCT 15.0 LEGEND 4 DETAILS TIE DOWN 5TRAP5 6A9eY1D 15 - --HWR--- HWR HEATING WATER RETURN SUPPLY OR OSA DUCT SECTION RPBP REDUCED PRESSURE BACKFLOW . 1 SITE PLAN - MECHANICAL PREVENTER ONLY go ®® ROUND, RECTANGULAR r — RL — RL REFRIGERANT LIQUID DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY 15. 2 SANITARY SEWER PLAN 4 PROFILES r I! — RS — RS REFRIGERANT SUCTIONRETURN OR EXHAUST DUCT SECTION HDR HEADER I r x l y * 'i ANGLE 15.3 FLOOR PLAN - PLBG. ¢ A�o i'•, i ®® ROUND, RECTANGULAR 4 4 e 15.4 FLOOR PLAN - HVAC — RHG — RHG REFRIGERANT HOT GAS MH MANHOLE INTERNALLY INSULA'ED DUCT g ryi -- CD — CD CONDENSATE DRAIN DOUBLE LINE, SINGLE LINE CIP CAST IRON PIPE NOTE: 15.5 PLBG DETAILS PF_ SPACE DIJCT SUPPOIETS MAX. W SANITARY SOIL OR WASTE ABOVE FLOOR CSP CONCRETE SEWER PIPE OF ro FT. ON CENTER FLEXIBLE EQUIPMENT CONNECTION 1 I 15.6 HVAC PARTIAL FLANS AND SECTIONS � W SANITARY SOIL OR WASTE BELOW GRADE OR FLOOR I.E. INVERT ELEVATION • WALL SS— SS SANITARY SEWER � INV INVERT 15.7 HVAC DETAILS 1 1 SMOKE DETECTOR 158 SCHEDULES SMOKE/FUSIBLE LINK DAMPER D — D INDIRECT DRAIN ABOVE FLSn OOR �� . EL ELEVATION � 0 SSD . SO STORM DRAIN ABOVE FLOOR r ;FS CUBIC FEET PER SECOND 15.9 CONTROLS DOUBLE LINE, SINGLE LINE o -- SD D STORM DRAIN VENT (SANITARY)LOW GRADE OF. FLOOR FUSIBLE LINK DAMPER AFF ABOVETYP FINISHEDFLOOR FLD FLD VDUCT SUPPORT W -- 150 NO SCALE B B ON DOWN z o --- CW COLD WATER BUTTERFLY VOLUME DAMPER F4 DOUBLE LINE, SINGLE LINE W/ WITH 2"RI&C ROUGH-IN AND CONNECT i --1AV 3' I z - - - HW HOT WATER b-- - — -- - - - - - - ---- 66- Q �QH �- I.--�1 FLEXIBLE DUCT CONNECTOR ` �� d d rn —t - �--- PCW PROCESS COLD WATER ® ^~ DOUBLE LINE, SINGLE LINE N.I.M. NOT IN MECHANICAL PRv se LNL� SPECIFIED UNDER ANOTHER DIVISION 3., I AT 8 P>I F-1 0 ----- RHW RETURN HOT WATER 32X14 RECTANGULAR DUCT SIZE, INCHES QA ACCESS DOOR 1`j' y4^ PGyv \11 0 F F FIRE PROTECTION (WET) 6� ROUND DUCT DIAMETER, INCHES © CONNECT z' AV" — T'-L — TPL TRAP PRIMER LINE CS CEILING SUPPLY DIFFUSER T h 1 p — GV GATE VALVE LOCATE(D) BELOW FLOOR M r. SEE b9 15.4 r'i CR CEILING RETURN QJ LOCATE(D) IN JOIST SPACE 3„ N 2 ------0— V/YB VALVE IN YARD BOX 0CAP OR PLUG AV 3/4" MANUAL 6 BV BALL VALVE CE CEILING EXHAUST GRILLE zf'- 3° I �4" BYPASS ` QW LOCATE(D) IN WALL SPACE E _ LI CKV CHECK VALVE HS HIGH SUPPLY GRILLE m III—I 054Y , BFV BUTTERFLY VALVE h' 3 -I U HR HIGH RETURN GRILLE OS&Y OUTSIDE SCREW & YOKEHE HIGH EXHAUST GRILLE SEPARATOR DV I RV SET AIR VENT CITY W HWP-1 I E" • KSI BAL BALANCING FITTING LR LOW RETURN GRILLE HWP_z AT 50 P51 - -�� FCV FLOW CONTROL VALVE OAC OPEN ABOVE CEILING DIP TUBE H LCS LINEAR CEILING SUPPLY I x MV TWO-WAY MOTORIZED VALVE ST SOUND TRAP I MV THREE-WAY MOTORIZED VALVE TU TERMINAL UNIT ET- ol OS s Y W O ; aN UH UNIT HEATER t'h" 3" -2DV FRV PRESSURE REDUCING VALVE CUH CABINET UNIT HEATER 1 T OSA OUTSIDE AIR CONCRETE 'Ql' DRAIN +. a �1- " SI 4� RV RELIEF VALVE SF SUPPLY FAN PLOOR 3 PTRV PRESSURE TEMPERATURE RELIEF VALVE RF RETURN FAN PD 3 EF EXHAUST FAN —+ TPV TRAP PRIMER VALVE ASU AIR SUPPLY UNIT N WH WH WALL HYDRANT CC COOLING COIL 34 HEATING WATER DIAGRAM o DV DV HOSE END DRAIN VALVE HC HEATING COIL HWB HEATING WATER BOILER 5.o NO SCALE may, HB HOSE BIBS RC ROOF CAP, AV AV AIR VENT CU CONDENSING UNIT HWP HEATING WATER PUMP IL 6• GPRV GAS PRESSURE REGULATING VALVE Q ROOM THERMOSTAT MooERN MUELLER CENTURION pq ,,0' elNlnO BACK FIRE NTDRANT,A•44t, 6•M J, pf BEWI Q VB 5 I/A"MVD, a ►ORT, 1 1/2• VB VACUUM BREAKER AUD AUTOMATIC DAMPER PENT OPIRNUTVtLLow OPEN • * ,WHA WATER HAMMER ARRESTOR EAD EXHAUST AIR DAMPER LEFT, COLOR: r` 4 — STIR STRAINER WITH HOSE END DRAIN VALVE OAD OUTSIDE AIR DAMPER 4 RAD RETURN AIR DAMPER EXTENSION ' ---IIS--�- UNION, FLANGE a•oRLESS 1 ` s 6��LR SMD SMOKE DAMPER AC• `I ---0— PIPE REDUCER _ gg.r FCP FAN CONTROL PANEL " • p° pf WC WATER CLOSET PRESSURE GAGE WITH GAGE CC,:K ., Ma HYDRANT DptLfT �I $ U URINAL �` W i'AT[VALVE —� GAGE COCK L LAVATORY tag THERMOMETER S SINKCOVER' ROCK �— Av MAIN x'/Wh1L6 V WTAR PA►[R- :.•�+'.'. . /�A [[ ([[[ PLAN) [[FORE BACKFILL- i r MS MOP SINK NJA MU IMMERSION THERMOSTAT a \ ��OLDINB[POOL THAU[T.BLOCK ' "I h DF DRINKING FOUNTAIN [ BO. FT. MIN. P',TCHED DOWN `�{ / " ( ) BtARInB 4 J concRE a„ CP CIRCULATING PUMP H07 WATER I I/x: a/. T't n[R na /s ♦ PIT PRESSURE TEMPERATURE TAP DRAIN ROCK 2' 60. !A![1 1! B0. FT, :/r• " . _ EWH ELECTRIC WATEER HEATER p Q �— DIRECTION OF FLOW CB CATCH BASINt4 Q 5 VALVE IN RISER AD AREA DRAIN O FS FLOOR SINK s6 STANDARD FIRE HYDRANT FD FLOOR DRAIN Z ����� CTG CLEANOUT TO GRADE 15.0 NO SCALE DS DOWNSPOUT FCO FLOOR CLEANOUT w RD ROOF DRAIN LIJ WCO WALL CLEANOUT VTR VENT THROUGH ROOF — 11 CO CLEANOUT (PLUG) DI DUCTILE IRON PIPE MJ MECHANICAL JOINT 884210 PE PIPE END 1. 5 . 0 FE.F•MIT NO. 881.891 60 — �/ 09/21/88 -.r:,„IpRK1xu -„- :._. r..• .. _. _ _:-�-r—a. -=�:-ems•-.•++-•-:.,.T,.. .._.,_.. --' --------. ._ _.—_ __-.�._.� �--.. s�, ..YFL4;yEvl•,II }s . .. 1 ' II 1111 111 1 1 1 V I I II 1 1 1 1 1 1 111 111 1111 � 111 �I I oil 1 1 1 1 111r� 1I1 1 1 1 1 1 It111111111; I 1 I I I I III 1 1 1 1 1 1 1 1 1 1 1 1I III III III�, 1 1 1 1111 111 111 III III 111 111 111 �"`'-" k_« __—. . _' I[ I '��111111 � 1 .11 � 111 ► 111 . II1 � 1IlI1I I � 111 � 1I1 � 1 � I I II1 � I � 1 � I � 1 '�'. '�, + .._ NOTE: IF THIS MIGROFIIMED "•- - - " ^• - Z 3 4 6 8 7 1 DRAWING IS . IT CLEAR THAN ♦ L THIS NOTICE. IT IS ORE TO I!E QUALITY OF TIE ORIGINAL 4 DRAWING, 0[ ez Be a Be 2'21 ►z ca zz In oz atatc1l' ' at si ♦1 E1I 21 It o1 s B c • s IF E z 1mt • , ,INIuu61NLOIlID1!uuhxl�uI1111N�111111NNINnu11�lINIINI`IMIIwIW 111111�x1111x1�1x11111�IN1�1m11111�IN�N11�x111111111111Ix[�IIx11111�11uI1xI�U1111W�1�IIIIl011�1111I1x1�1111�16'uuLuJ ` t '-•, --- f11, MICROFILM SERVICE APRI 24 1991 Camm lminp, Processing e, Supplios Gortiond, 014. B6RNI6, wilk. 80 70 60 so 40 30 20 10 B o -EX 15T STORM MH 25' V1� IA 0 \���' TOP EL= 148.55' - -- --- ----- �`-_- r GS .1J2\ SD-�EX I STINCl °�O' SD I I I N _ -�, a 30" sD t I I � p 1 E' 142.4' Ir lo __j v 1 44 cF5 CTS Gt-s G �, - ~-'��--- X15 SD CT 15 SID 7- T 4.UCF5 o ' 5.5 _�_.5 D I C T� � 3DuSD(�O U 'SD �.e! _ SD�� - I �� 4j�1 i;(JhG OC - - - � - _- -. --� ± LE.=141.3 0 !r ,� - -- - -, - 4.7a 6F!9 I 13 -sp 0 VIAD,E ASPHALT PATH IF- 153.4 '��_ _ --�- . _ - - -=-a��, �2 78:CFS I - r 1 I oE67GF5 4'SD �- I\ EXIST BLDG I r -190 / = IO SD 15. y O. 15 CFS H W ( 1 I n I CB-1 64 i V YB �N \ t-- I TURE PH RIM EL- ; 15.5 _ -�- I Rao' 15775 6,51) J1 IE- 1540.7�, ` 1.14 CF5 , o' R34' 4 }5000 QCT I 11 1n NO CB-I 84 r ;r 0.29 c I;=5 TYP r/ �� - �\ ,\ - I RIM EL= 15.5 1I- �f -- i 5 15 Ile 0 I ___. J i �E= ►510.5 ° (o DI I- ±35000 N - R-IJ 2.43 C FS a i I PHASE ONE " , 'R34 1 t U 1.,.� FH ivy 1 \ / ' I I _ --'� i a �. - I ��� loo Io- � /UvTYB � w 4'c 1, tis I I I • � ��_, iii .•r-rD _- 10©'-D - 59.5' s / I I o Kra' W W u u I I �1 EXIST BLDG TOP OF CONC F 8 X M.. w 4'SD� - I lo'PLUCq to DI �„ VrI /YB CRS Hi o p I \ IE= 157 0 �2 (PLLUQ NOT , N I a 0 I `� 2-4 25 Ib \� CJD O 8 SD Cd ' - - - � - I i - 8' WIDE CONC WALK I 00 jlll;l ( I l 2 [ 00 J l l l l l C-• .-i oo r_4 0 f/ F VPE 12' WIDE CONC WAL "'.. .�' Q��'D - - - - - - -- - - - - - - - - - - - - - - - 0- --- so ti \ tllob C3A5E 81b CNL-Y)1 I \ / S L�• �.Ot _FI ITl_IRE PHASE'- ` e `#'G��S` �' AS HETER �; I'1,250 = 1.2 -- - 119D I v.14 C FS j ! - - - t7. CF5 :FIRE SERVICE- 5E ERVICE I r FI�4•O E I `�uW. �� DRY WELL �'gULT WITH EXISTING PAVING J I r j _ -, _- i `oR UTURa' Aid 1 I = - _ ��T FUTURE SAN Z �' DDCVA-1 Z ,' �0°SC_ ,. 6i• AacE,pj�-p U / I -r- .o X5'1' SEWER ¢ sD &"MJ 5FV YB Is.s _ 1 i44• 8 SD -oft 1 'E• 2 � 1.93Lr-�, � UN�R--•y� ' � � 2% NII ; - _. _- _ _ _ _ _-„_,_�- .� - - 8� G� "MJ x l04 FLANGED ;60 ��'�.� _ / 7 -- - - -E F XM.J 5D -� `I Ca V/p�(SOUT � \ \\ PROPOSED LOCATION -- SD 5 D 3 } o -� - t - -- - --- 06- I - FOR CaAS SERVICE 15'M J/BFv Y8 IE 133.4 C 2 OMI _ �G7 _ - 11�-0 � �_ • (o•W O k - - - --_ %l? _j�°� `-- !' G`f=5 ` F • • v „DI IO'-Q'I 5�-pq • BY NWNC4 (VERIFY) I , 3 c#6 ____ --- F 8,DI I E= 144.o,° _ / i56 _` _ _ _ - - _W W w r _ W U ,n CONCRETE 0 BSI SD OF �,„ -1: n 6"MJ T1=-E W/8tt�p _ 1 NEW 5AN.5EINEK THRUST I•E 6" DI FIRE 3'DI 0CME5TIC z" DOW-5TIC „ SAW C.JT PAVIN1e, BEGIN PROJECr -� vii MH-SEF- 5HT 15.2 �' ' SERVICE WATER ANDSVAULT EF R REhpUcFFz(SoUTNj �� FdR UTILITIES AND CUT- IN IZ'x e' MJ mi C3UxKINC .1 F TORE. PP1r-H TO MATCH TEE I2 M F y YP, 1 !�•I N--EXIST-INCA 30 5D 1.2 CFS ,CONSTRUCTION NOTES: (Pertaining to water system from street main to and STUr RM DRAINAGE NOTES 'i'ncluding reducer at domestic water. meter vault inlet, GV at fire service vault inlet, and all fire hydrants. IA. ROOF AND STORM DRAINAGE PIPING IS SIZED BASEL ON 3"/HR RAINFALL. I II 1 1. Notify Tigard tater District (TWD) prior to commencing; construction. � \ -�\ \ ( I Phone: 639-2591. I Is \ -I B. � INDICATES SQUARE FOOTAGE OF AREA SERVED BY 1 2.. All work shall be In accordance with AWWA Standar3s and inspected by I PIPE OR CATCH BASIN. \ I Q 1 TWD. I O C. POTENTIAI. FUTURE AREAS TO BE SERVED ARE SHOWN \ E>tISTINCa 3. Fire hydrant assembly consists of B" or 6" MJ x 6" Flg too, d" Fig x MJ \ 12" CIP I ON THIS DRAWING. cc gate valva, 6" MJ x MJ holding spool, and ModrY'n Mueller Centurion fire I � .� \ WATER hydrant, A-422, 6" MJ, 5-1/4" M`10, 3-port (two 2-1/2" NST hose \ MAIM Q \ I _ w 4 connections, one 4-1/2" NST pumper) , 1-1/2" Fent Opr Nut, open left, I � Q color: yellow, traffic model. i _ I IW � 1 4. Each fire hydrant shall be installed upon a.pre-formed concrete block I / UTILITY INFORMATION I Li Q with 1-1/2 tabic yards of crushed 1. 1/2" drain rock. Tar paper will be laid on top of drain rock to separate rock from earth cover. I FUTURE `{ \ BASE Al.i' FUTURE FUTURE FUTURE: GYM 6 1 SIL 1 5. Poured concrete ttirustblocks at least 8 square feet of bearing surface I :J'iILiT'Y 811) f�1 CLASS RM C1.PSS RM KITCHEN ARCADE TOTAL RE14ARY.S I� `l O tI� at each tee, bend and blow-off location. W DOMESTIC FIXTURE 161 31 92 92 40 80 502 105 PSI STATIC 1 1 6. 36" of 3/4-inch minus gravel cover for all mains in streets or I _ / UNITS (FLUSH VA.) REDUCE TO 70 PSI driveways; otherwise, minimum 36" of earth cover. w -yC < 3" SERVICE 1 I \ DOMESTIC CPM 83 147 2" METER 7. All sanitary sewer Lines 10' laterally or 3' vertically of water mains z I 1 1 shall be encased in concrete 6" thick 10' from crossing,. Where \\ Z ;4)IL & WASTL 12.6 2 3 G4 64 30 53 360 6" MIN WASTE crossings are ne,essary, they must be made at approximately 90 degrees I�- Q FIXTURE UNITS FOR BUILDING with at least 18" separation below water. line. ( o \�„ �` ' ; ` 1 colo \ SPACE HEATING 2000 - - 2.000 HW BOILER 8. Mains shall be tested at 150 lisi for I hour with maximum loss of 5 psi. N'Ce `� _ Static pressure - 105 psi. I� 11- DOMESTIC 0 -- 200 200 2 PSI TO GPRV I I I [ q Q \ U WATER HEATING AT APPLIANCES 9. All pipe and fittings will be cement-lined. Pipe will be Tyton Joint Ductile Iron, Class 52. \�- (n COOKING -- -- 600 GUO 200 FEET I I Q V Q - ESTIMATED I I U w 10. O.S.B.H. bacteriological tests required. I ` \ \.- �- C� TOTAL CFH 2000 800 2800 MAX. RUN ` I ►�' 1 5 11. Upon completion of installation, contractor will advise TWD of total construction costs to which will be added 10% for district inspections, / \ I I 5 water loss, overhead, administration, sampling, etc. , , and 2 9 for engineering review, including preparation of "as-built." drawings, Q intersection maps, updating master map, etc. -- -- -- i 12. The estimated 12 % to TWD noted above must be on deposit prior to I i / CL beginning construction. �' / - -- - - --- - - --- - - ---- - _ �` _ _ __ __ ._._ - - - -- -- -- --• 519.5' �I j PROPERTY EI PROPERTY LINE SITE PL -MECHANICAL-------- "W" , __-, AN MECHANICAL_ ___�_ -- _ _ _ n' 1 W - - NORTH �_ D F'E I`1T.T h10. 8E31091. 8f� 60 50 4 31 1 20 � 9 21 / /88 .. w - .,�....�.�...-. �I 1�► III 1 1 1 1 1 1 1 1 1 1 "�...,,.._..m..,.,_.....».....,.-.� .._....�............�..,.... I -.. ...•............I I � , I � I I I I I .._.......•..-„•..�-;.. 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Seattle WA. 1 0 80 70 60 50 40 30 to10 U � - 1Q 12 X14)X13 a ; ti IE= 15E5.0 - Q � c SD�4 CO CIP _ BZ COOS 15.5 I� C 1 P-� �„ /4 5D - O c© FCO O, 4 SD DN ro , 4"SD DN TO CIP&IM 1I o �V IE4 .0' QO2 I IE- 158.0 �'2 N z • 15.5 � - 15.5 ' i � f 4"'b C) UN 4"5D UP I � To 4'RD-I TO D-i 3950 4• 4zoo 4 I I1 I SKEET MOTES • I -- _._"- BASE BID �- l 0 IF ALTERNATE sil IS ACCEPTED. , SEE AR IiITECTURAL SHEFrT 2 . 1 m FOR ALTERNATE #1 LIMITS AND Q,, 1 I `� SD C>trAS�RO M INK NOTE. I � 2% 5.2 FOR BASE BID LIMITS. 0 2 4J DN W WCO BELOW �i lL CIP a� 38 _- \ COUNTER 1Ki V UP TO l _ /,I, O4 ALL ROOF AND STORM DRAIN , 0 VTR, 1/2" Ckn �HW DN WITH I - �4 z -3/4''CA/ y�'C�r/ HW TO EACH SINK Sp ' PIPING IS SIZED BASED' ON11. W CW HW I "WCO� I 3"/HR RAINFALL. S1K CLASSROOM SINK CI.U,TERII h4o,AFF ( �] Il7DICATES SQUARE FEET � (/J 2 3/4"CW OF AREA BEING DRAINED. 5 2 cw l _ _ - - - _ _ - �_ E" - /2H¢CWS - - _ vz"H W� �'-I --n l� - '-1-4"SD DN I ACCCESSGROUP ADOORLL Vs P Eh IND ONE \ U N S I - 3/4•C.W -V}[Cd r. t_ I To I E=158.0' \ I 0 - - - - I• - _ . _EiC 3/4"CW bVCO ��?."WDN� IrIr-- ----' WCO _ To 4' R 15.5 S I 'W ON -D- c.i y 158.5 i 24-75 C_v R ; /2:'HtCW /2" H 2 WON 2"y7R %2'H CW Z'W DN ¢Cw Z"�R �'w / " I C 4'5D (8 z tin - -- � \ rpu 15.5 x x , c 2 W FINISH FLOOR EL' 159 5 Z W VVCO N I IE= 158,0 U 3/4 H -Z - I I EC H RMI 201 (0 3 , 4 Cw `J - I Z'V i t5 I I BOI Z R}v� 20 ABOVE IS K 1/4 G (z PSp I E=)58.0' ?-*CW IN CLQ `W a o 16 I%2G (Z �'sl)UP CIP S-«-SDR FUTURE � . I 4W I% I o 4' U1 - . ! '/Z I-I w 10 Y. 4 SD ._cc) M 1 -- ' 2 c w { _ _,..� �� c w-- �: �, _ ._ Z% " . _ � _�-z.`/z�cw P l"Cw CW 2' V /iCW Z"W UP 2%2'CW Z'G(7_P5I 3"CvV I I II 4 WCO ® ® �Li_I_IN ATRIUM 2'W UP I CW I%z'CW W/ �'F 1 1 I TO FD I'CW UP 1%4'� A „ y 4 Wc_O Z'W DN- I I"HW UP 3/4'I�II`A/ UI' DF I I//2 HW �15N CL., 2 W DN" /Z„W UP I , I 3 2Cw i q I/2V UP Z '✓ VP MS-I i/2WDN / �„WISCo.2 4' 5D l 1 B - --- 2 W 1 TO FD - - 1 - -- I��II 4'W ON FROM -- - -� -- ON I'/2"CW , _412-4. IZ F .��IW V� Zlgo � 4 Z9e 12 m I Z� "- 4"we o eE L _ �. ._._c r ~ g p .. _ S ��- CB-I k I S I N K S�Z 4"W-- - 111 1 L I /? ` W 1 �Ci A 5 Z 0 ( i WC � L - CI 3"5D DN 70 4:'W(_- ( 4 5D 1- -"�I i �! --- I _ _�-_ ,w �} �y � 15.5 IE�138.0 /i'I-�Cw I/Z"V UP -- - -- --� �- +„=- _ 3"cw IIP" AFF�4'SU ON , I 290 ¢ I t 1 1 I HW L-1 WLI .� - S I 4 TO BELOW FLOOR c -_- -- -_ I 1 I . I/2 V 1"HW I% "BV A L-I ' k %2 HW fia - I �PRES-. REDUC NCS �I 54 --`� O 'Itl� r - INH '11 -�-- - cJ1 \ r 1 -" -- �I I-- �1 _ IZ F D _i" FGO 3,•C by STAT 1 O N 15.5 , Gz 4 42 C, l.- � .rte .. .. . ... . .. � ,.....i. .._._ r BV LL 15.5 -- - - - 77 _ ---- WC-I - 2 v UP - - - IE- 15 4 r K 3/4'/�Hw�. W-cq- UP V 2/i'v UP -Z WI-1-1 i V TOD"RD-I MECH ROOM 23 II - $ n t I 3 � CVV 1 K 3✓4'HW (�,,t GC C�A`� SERVICE 200 ABOVF- 15.(o 1 Z% ` v 1900 > 4 II 5Co I I I Wo 4' SD 1 __...5p `2"� (ZPSY) UP N�VNC?METER BY(T 4:,5 D I IN WALL SEE OWC4 15. 1 le Z PLACE5) --- FOR FUTURE 14 II I 2' CW 2 I - - Ll L . . _ I Ig.S 1 2 I - 157. 3/4 HW W I I I ► � � C� WHA , 4 4 I I 15 I I/2Y H4 CW IN wAU- ; , (� C-� I 21 wco ��/2'H c w I I%i'V 1/i''HW - � '�I __ ---1 ` 4"VJ� 4'WIT IE=I 1o.75 5-3 - -�--- 2•W XIE= 157. 35 (Z3 WFU z `� II I wco-- _ _ yr . Z% ci I= 2" --- - 4'W s-I z w 2� Z� Y FCO_ GIP zw -_/�---- �. .-- - -�' � � � - _----. __._ 2 W D SCD M � � - - .- - -� - - - -- - _- - I'2 Cw W/-- wLo 1/2" N _ ^SD c� it II I BV4C& IN � cw II II 22 CLCq SPACE 1 4 1/Z'H Z' V 4' SD DN �z !`, z I /2 C V To IE_158.0' z './4" H W CW 4"SP UP � I V4„ H W I Iil o`1e 5580 fp(4) ru CL _ • Z II 23 28 J V Q 5 O G� LL 5 1 � 3/4 Hw 1 '�+ q NORTH / I I I V�/CO 1/Z H�C W 5-1 I /�� Z'W DN - 0 2" V-r P, - _ ?_"W ON I 0 96 I I 3 _ ____ ._ It z v rR FLOOR PIAN -PLUMBING __ 3 -- -- LL 1/1311= 11-011 5- I OZ 2"BV- �._ } I �coSE= 158.0 �-� 2Cw F-OR WWI C 4"S 8Z C 4"5D 8Z11 UTURE CLIZM- 5 ¢ 15 d5 SD �� 5 `.`rJ CIP 1F-= 158.C��� ` 4 5D G� IP 3 , (4) 6 8 ) X11 13) �9/V PE.I:',`M 17 rare„ G.I,::I 1391. ... 70 :, d0 50 40 30 20 10 6 Vt ..a,llkMir•I ... _,._ ....-"-_.. •_._-•_.._._.... ..,...,.......... ,... _.......,.... ..-. ......_. -...:m �..wr .... ,...w.�+.w..aw.-,..•....�..+. .. .. - - -• --- ...... w.' v.r.... ..,.._- -- _........_.. .. .. ..�.,.. �.......rii,Ham",_`...._ .:., .. _ �1. �� �.I1�11�.IIIIl1111111'III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1�1I1�II��III�IIIII111t11111�11111111IIIIIIII111I111IIIIIIIIIIIIIIII�l11�II1I1I1�lIII111�I11I111�1I1'11111111'111I11111111111I111I11) ' . , 2 3 4_ 5 6 7 - Q ._ _ I'_0_ 1 1-__ 12 �a NOTE: IF THIS MICROFILMED _.....! - -- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO D* QUALITY OF THE ORIGINAL � a � DRAWING. _. - ._--------------..---"------__..____-__ ------`- 1 -- OE 6Z 82 LZ 9Z SZ bZ EZ 22 IZ O``Z 51 131 LI 91 SI p „1 Z, 01 t11 :i l 9 S 6I E ,►�IIInIIInIIuIIIIn11111111n111U1111nInnllullut�luulllnln11hu111111�Nnllnllnlllunluullllllunlll�Illnll►ul�llulul IIIII�U Iluf�11111rn;�,�lllli'. �!cllj�llll'IIlIIIUIIfulllul1''�"�(j;1451:�f�iilifllli!illllluilul�Nilrnuluul)1u�11Jliuu�nllllul`Illlb � 4 f . .Y T 4 1. 9 �� MICROFILM SERVIC , ('0. APRi 2 1 -velpiAlan Mlcrofllmli. Processing l&e Supplies 0 :tland', OR. Seattle, 70 a0 60 40 30 0 1 2 3 710 12 13 14 Q U i IA O m f 0-< Q �( A U � - - — ---- - �1 _— - - ---_ - ---- \ — - - O V) 133 80 80 80 - 80 LCS-1 LCS---1 LCS-1 LCS-1 (TYP OF 6) (TYP) (TYP) (TYP) cy -- I—� 0 - 0 0 a � x16, SEE 1006, SEE 10x16, SEE 10x16, SEE \ TU-101 TU-101 TU-101 TU-101- o� 'b - -- -t-- --r-- --�- t- �--• -�- -- _� .- -t- -t-- -i-• r 0 TU--107 2 0107 900 I U-1 0 102 2 C!1 a OT N LLrL-------- - i U- 6 ��800 TU- 1 o i r--3900 F' 800 �!/106 T 104 20x18 T- - x44 - l --- - -- - - -2 \ _ soo _ c U C,) - - -� - - -- --- - �- -- -- - - __ - _ - W/EAD UP TO RC-1 "a ---- - - _._ - --- I \W r - - 86 a OT 108 - r r� 105 Q 3/4 CUH 2 15.7 F+ 162 --�- 103 - - - - - ,.- 80 `� TO 101 TQ--101 - ® CS-1 TU-108 — x LCS-1 TU-103. ---------- 800 i (1`�i' OF 4 I-CR-1 6x18 ' 80800 --�- ---r- U 1 I � © X595 --� � 4U0 - -- fi- `t- 8x6- 9 I 101016 5 , 15607400 3Qx16 '� �, 7� �3Ox18 30x18 U -� OAC B 80 ® -r - -w-- B 16 30x18 1 FLD LCS- 1 �- I 1 0 HS-1 3 8 HS-1 HR-1 W - LCS-1 �� -� B LCS-1 - - VALVE &� r 10x16 18x8 I 30x18 2-1/2- HWR & x 7, rr ', 0 - - -�� 1-1/2 . I t- -+- -,-- ,, x1 ® TT 209 I HR-1 jn AV'S & t i i_ - - i,t - - - �iT. .i, - - -- - - -- - - - - �- - -- - --- - - - - HWR- - - - - - --L -- -_ - -- - - - - - - - - - - - - - - 2-1/2" HWS - - r " HWS---- 133 2 -- -- --- ' II 80 DVS I .1 _ Ir\.---r-_ -_- -- JN� U _ .��._ _ - � - - - _ - -_ _l t� t,x6 8B6 I 2 r �� 6x4 UP�1 _- --_ _ - -- --- - - - -- - � '� - - - ,-- 14 `-*- -*-'B I W/FLD CENTRAL CONTROL ASU-4 - i LCS--1 I I \\ I _ Z) 22x10 UP " - - -m--� 8 CS 1 �- I (TYP) LLA \ 21� PANEL /- W GUARD 4 1/2 I 8 6� ly 8x8 ® (TYP) 16x10 - _ '-� 10x1 I /10x10 6x /1 Jam( 6x6 j 22x22 Wj�n I I \ CEa�1' CE-1 CR-1 I 1 - - 4AC 6x6 6x6 CE-1 LR -1 � ' CUH_3 --r- - - FLG FLD O '+ - 1 A CE-1 6x6 UP I 1 3 36x1 -- j - 1 63 :LD k JL - -�- E-1 15 6 /SMD-1 g© p) -�-- �-- -- - - C 1 -iX8F -- � 1 60 B - - -_ -- 1 2 I I11 W F iD I $� 1 ® � -8x8 U P / JI i 1 l - I 15,6 ® I j \ 16 16x DN ST 3A 6�_4 I 6x p 6x4 �i �_� i, 8x6 U -_ _� WjFLD - - - J I 1 CS 1 _ W/FLD 6x6 U T �' - - I i --_ � {\ I 15.7 TO 16x16 G�7 -1-- 8 FLD I g -'� \ I FLD 8 f ® �..r —18x8 IJP --1i W/FLD 6x6 100 _ - - -�-� 25 T ASU-3 -- - --- 20x16 2 40x16 Imo» W MD-2 4 ® m1 15.6 i4g 6x6 - 24 24 36x18 16x12 DN 36x16 20, 26 1 EXPOS U '�'�,, 150 - _ 1 �- 16 I �CUH-1 � � ! 1620 15.6 1000 12x16 I � a1C� ( �1 I � 8x8 ss��. 6x6-3 36x16 gXg 4) C/) 6 I LR-1 32 I T ,,,07 ST-38 2 C -1 g CS-2 Ct-1 HS-1 I I 48x16 `✓ 15,0 36x160 8x6 16x81 201 2.08Q (K 1-1/2" FOR I I ♦ B � 24x16 RAS L � 1 �� SHEET NOTES. FUTURE --_- � 1 8 80 I 8x10 OAC ,- - -- - - - _ == Er4- == - - _ = 30x12 LCS--1 B 400 B � 9 01210 201 1 1O BASE BID . 6 x 10 1 �'�' '� I 10x 16 120 2 i CC � n � 0x22 � i C� II 1100 ' TU-209 195-- 9 2(`� r CE-3 I " QAC IF ALTERNATE #1 ACCEPTED. 30x12 - 6 195 I 36x14 HS-1 Soo - LC -1 l- 1 ,24x16 RAB Z5TU-203O3 COORDINATE WITH THE 36x16 �( ?u- 0 LCS-1 1300 — SUSPENSION SYSTEM FOR THE - 280 203 4 - 0 g (TYP 4) 10x6 ACCORDIAN DOOR. OFFSET IF 11 � 8x10 Li -I © � _ 30x12 © — 18x14 - 30x14 �J `` ��JJ 50 NECESSARY. 4 r B B cs-1 VALVE & CAP FOR BASE t — _ 30x14 , • 180 � ll I x B �� - 6x4 BID. Ii I 0 SEE ARCHITECTURAL SHEET L60 cs-1 j" 5 --- sxlo - I 2.1 FOR ALTERNATE #1 LIMI I-S. B T z 1 (3x10 1400 - _ / - - _. _ - - - -- - _ _ II II 3850T- I 40 2 "� - 100 204 I V 14x12 SEE L --- - - �+ ��I II II 40x24 I HS-1 ® 60 10x16 6x6 I 14x120S SIM � I II HR-1 UNDER HR-� LCI-1 CE-1 TU-205 CE-1 TU-I r I 11 ABOVE 280 36 24x12 HS-1 2.4x7 DN _ __ _ HS-1 I II �• 8xa� i _ -JL- 100 RAP x=24 60 I 800 j 7x24-""II LCS-1 ® 1 - q J I TU-206 I � II 6x12 210 - -TU-202 900NORTH _ Z. V 6 I I 1� - 14x12 SEE I �� 140 I 8L 1 ® TU-201, SIM I a (L ® I I 3 (' 86 LCS-1 FLOOR FLAN T 206 13 KI ® O u.. 02 61 8x8 RAS ON INS l_ATED 80 1-1/2"OFOR 85-0 BASE LCS-1 FUTURE LCS-1 "4210 (TYP OF 6) (TYP OF 6) C-J) --- -- - - = — ----i x24 DN 850- i J b 2..4x12 4 3 4 HS-1 06 - ��-p�J � 11 13 t0 7�1 do d0 40 30 09/21/88 F'r:.R'NII'T NO,, 88109.1. � � e �) I 111'V I I I I I +I 1 i 1 t I l 11 III 11 III 1 I III I I III 1 I I I + I ►�I I I l I l 11 -I►)l a-I I III.L-r.., ._ __„r-..._..._ ., ...__ _.. _. .y, , ,.. +I1 ►I 1 III III III III III III I I >� III III III III ( ( 1tI111IIIlIIIIIIII)IIIIIIII+H I+III+I+I+III+I11+H Iilllllll+I+I+I+I+I+III+I+Ill+fl �;• "_ _ .. ._ ___ -_,.. � , 2 3 4 5 6 7 8 9 IIO I I 12 NOTE: IF THIS M 1CRUF I LMED � ------�---- . —•- _- ___-_,_ — � _ _.—_ �,4 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THI QUALITY OF THE ORIGINAL ei DRAWIfJG, OE 62 92 LZ 92 92 bZ E.?. ZZ IZ OZ fit 9t LI 91 �,I bl EI ZI 11 01 6 9 L 9 S r e -- 2 t r�!Iluulnnlnfllnullnfllnflfnflt111lunlllllltlltluulunlnuh+nlluflNllI1111i111111111I11UIIIIlII111I1f ►IIIIIIIIIIIIIUIIIII�IIIIINIIIIIIIIHtIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIlII111�IfJIhULIllIIItIIlI1111IIIIlIIIIIIfIIIIIWIllIIIIUIIIIIIIIIIIWI+IIIIlIl111III11IllUIII �APRI -c-,j MICROF11,M 51:12�'I('!: CO. Pf 2C-)mmercial Mlc.roiilming. Prrcevslny R Supplies991i 1Foal n R. e� a a, c Seattle, WA. 70 QO QO 40 30 2D ID 0 E v.. CA5j_IRcaN NIPS T — _ ---EXTERIOR WALL ANTERIOR WALL, BROOKS 1--RT OR 3-RT U FACE WHERE BOX AS REQUIRED WITH CA5 SHCEr METAL OR CAST IRON/ DOWNSPOUT TO ROOF � APPLICABLE IRON COVER MARKED /--DUCK �tiAl'ERTIGHT SAN. C.O. OR S.D.C.C. \ C FLUSH WITH PAVING OR CAST IRON PIPE - FINISHED GRADE ELEV. y VALV STKAP. ANCN02. To INDICATING SERVICE � � WALL W/ EXPA.N5Ior.� SHIELDS. WITHIN 5'•-0" OF I EXPOSED CLEAN- , ti _ _ _ 2"VTR-- N ��� �. r -- PQoTECT STIz.AP w, ENAlv�El., PAINT. BLDG. I OUT OR WALL _ ___ ? / --CAST ih�N cLeANour "r" gcN FLOOR CLEANOUT OR CLEANOUT WITH _ �1,� THERMOMETER (TYP) Q c� r W,/ THREAUED 5f;ON7_E PLUG CLEANOUT TO GRADE WALL COVER _ G v � , CO 1 0 1 WHERE NOTED.- _ WHERE NOTED. CONCRETE PAD I \ I 5-V w �' i O / ADE \ TAPER THREAD---- - -�� � BRONZE PLUG IN C.I. CLN-OUT BODYr� t7 j\\�j / j\•; \\��\ I WALL--- FIN. I �__ BV W MEMORY STOP GRADE- /- FINISHED FLOOR U U I c / cip %a BEND OR PAVING \\\ I I - I K lO 1 . ................•.•.•: .:'::.•.:• ....... GRAVEL TO HUB �.—CiP BELL 4 SPIC40T - 12•'MIN. SEAL PENETRATION DRAIN I `'J Ik ' 3/4" PC aQ NCS HuB COVER I EWH_2 CP_1 I 15.0 AFTER PIPING IS INSTALLED �� - - GROUT CAST 1'-0" MIN. OF I r -� 4" ��p Y�- / \ 3/4MINUS GRAVEL 1 _ I 1" HW ----� C.O. � M '� INVERT BLOCK-OUT IN FOOTING ' IRON CRISER DV I I f� 1 AIR F_IAf' DRAIN r ELEV. INTO HUB OR WALL FOR PIPING ADAPTER FITTING I UNION I I T I ---�---- SCREWDRIVER R; FERNCO, CALDER - 4"MIN SIZE TYP I I 4 DEEP 18GA - ( ) I �' 1 I TPV �• STOP n OR MISSION HORIZONTAL c TANK- I MOLDED DUBBER BELOW GRADE _ GALV. SHEET ( I -1 1 2"V N - LINE SIZE CONNECT - o � COUPLING METAL PAN 1 DV clp Ye aewo ��� 1 1-1/2' -� FOUNDATI7N `" ` MOLDED RUBI3E.R TO SEWER LINE FLOOR p_ Z, v COUPL I N6-FE RNCO, — — - --WITH "WYE" & 1 '8TH BENC. -1"DRAIN TO FU CALDER OR Mi5510N � �1---1- RANCH CONNECTION C? MATERIAL CHAMGE PROVIDE 3 CUBIC THRUSTNRU "WYE" & 1/8TH BEND (TYP) SLEEVE _ Ai 2"V � --- r -- TPL-� - SLEEVE 7 c 82 DETAIL — EXTERIOR 6Z FEET CONC. CONNECTION 15.5 1 CW 2,W (TYP) Q PAD AROUND PIPE WHERE APPLICABLE 3/4" RH10 W- " , TAIL — STORM DRAIN AT BRANCH CONNECTION 0 1 N = 15.5 DOWNSPOUT CONNECTION AT WALL FOOTING w NO SCALE NO SCALE a, 0 \ o 3/4"0 HOLES, CON HINGED OR THREADEDWHEN CENTER ALL SIDES D IN CLEANOUT ACCESS WHEN PAVED AREASEONLY PERMITTED BY LOCAL \ - 5Z TAI — CLE,�NOLIT TC GRADE 3� IAGRA — EWH— RPBP-1 r Z AUTHORITY, OTHERWISE `--_I i. CP__1 . Q CLEANOUT TO CLEANOUT TO 1 5.5 vT GRADE OPTION 28x28 TRAFFIC GRADE-SEE SECTION W. Ei GRATE WIT11 - " � �� NO SCALE �.5 NO SCALE o SEE PLAN B BICYCLE BARS 28 45' EXCAVATION hJOTE; U 2' MIN. \='�� (1) CAP 3/4" RHW WHERE SHOWN AND DELETE CP-1 AND 8-1/2" - 24" \��- PIPE APPORTENENCES WITH-IN DASHED AREA IF W 0 DEFLECTOR - ALTERNATE #1 IS NOT ACCEPTED. IF ALTERNATE #1 I _ BOTTOM OF TRENCH 1 IS ACCEPTED, DELETE CAPS AND INSTALL RHW 12 MIN _ _- EXCAVATION SHALL SYSTEM AS SHOWN. �./ COVER o o NOT EXTEND BELOW­ OVER PIPE 1 LEANOUT 45' LINE I � � IA� — �- #Ar H (- 24" PIPE PARALLEL TO FOOTINGS — 3" CW r ` / " j r \/ 6 WATER L` j Ir, 28�� r Z4' x 6,'-O" DEEP / RIMM EL= I5lo.01 J SEAL 1 .-PRESSURE GAUGE (TYP) -��PRYWELI ......................... 48 6 I PIPE- \ _\\\ ........ .... .: •: (NC) 3 BYPASS - - - �( If11= - - �� �\ , „ I 24 MIN .. ..... ............. FIRE PROTECTION n 7-9- - -- -0 SLEEVE SYSTEM. SEE BALL VALVE (TYP)-0 4%Z 4/2 ...... .. .. �_ _I I „ ._- _ --_ - _ ^ �- 6" MIN. • •.•. ARCHITECTURAL -- qK FOR FUTURE ( )O 7 -O.. .. .... ..OUTLET STUB . .. 04 RV I.0 5����--- - - I'0� - - 30 - - --- - - FOR NO-HUB 0 ...:.... 2„ QRV 1 3' `} 3 ORA lt,lCON - SIZE AS RE � 18" WIDER THAN � (51• f_--� _ SIZE AS REQUIRED, � I I��� SEE SITE PLAN. CASTING AND 3 FULL WIDTH I 3/4" �H6=1 -� SUMP¢ F!_R DRAIN OF FOOTING �1 d �-->�11 (5_4­ 1 -- � - 4 '� DDCVA-I / F'IF'E • {'� EL= 151.0 SECTION A PLAN B � PRV_2 � SCREWDRIVER - PIPING THRU FuC71NO LIJ STOP '� _ UNION 3 E,v , (TYP) TSV � 64 MAIL — RELATION OF 1211 IRRI6ATIoN N • '1. -SUPPORT 15.5 TRENCHES TO FOOTINGS I 3~ PIPE STAND a A AP wep air'0 o1_E' '°` 84 DETAIL -- CATCH BASIN _I_ ,_- SLEEVE (TYP) -' DG -FLOOR � CAER �.5 NG SCALE --- NOTES: 6F CW �--TPL N ---- - - -_ -- - c_ 4�DRA�-•-' �► o 0 0 4„ FD 1)e�o I I--DRYVVCLL_ Q CONTRACTOR SHALL BE RESPONSIBI_F FOR SHORING, - Ile _ l� SHEATHING, OR OTHERWISE MAINTAINING 'THE SIDES OF PLAK SECTIONA A TRENCH FROM CAVING UNTIL BACKFILL IS COMPLETE. 54 DIAGRAM — WATER PRESSURE VAULT SHALL BE: UTILITY VAULT CO— �+ . Q PIPING CROSSING UNDER & NOT MORE THAN 3' BELOW15.5 REDUCING STATION CONCRETE AVAULT PREFABRICTE BOTTOM OF THE NORMAL FOOTING SHALL BE ENCASED IN �- 4 CONCRETE, NOT LESS THAN 6” UNDER & 18" WIDER NO SCALE W/OFFSET 30"4 MANHOLE, WI3/4' H�C VV THAN PIPE SLEEVE AND FULL DTH OF FOOTING. ' I/2' H� CW RISER, FRAME AND COVER. 4 - `� 3' VTR 20/0 --� r2 156"' DETAIL — FIRE SERVICE VAUPIPELT - I i I I2 HDR W 1'/2 HDR�Fw �/z HW �J.S NO SCALE PACK WITH OAKUM _ -- I - --- -�? • AIR TIGHT SHEET METAL —�-' � � � � - V1 HA I V �- I ZCW_- I I I�V I� 2'V 'g WHA I FOFc AREAS WITI-I SCREWS - -- ,------ ---- -- -1 =*t:- f---+i L%2' Cw �L-cxO{Z CovEInJG, T -- HANG met E - DRYWALL Z CW _ CAULK WATERTIGHT----, 12" WIDE 16 GAUGE v 'I - +--�- _ -� --- � FOR AREAS WITH � 1 � I�I SHEET METAL I \ FLATFaEAr� 6„ GALVANIZED PIPE .— — MOP-ON M�tnBRANt '0 coIJIJ�E25rJK SLEEVE _ BA KING PLATE 4 WCO- I ., A WH t� 12 GAGE COLLAR U-I U-I V FLJrJIJEL �C2Ews FL.,J5,,1 BRAZED TO SLEEVE " --- -I q 5EE N0-T P w/F�,�,^I�,E -FLOOR TOPPING LAV I Cw UP I ( �- 4' W O \ °5 R;�7 �. V ♦ ♦ 12 WIDE PC-1 WC-I C_ --�- 3/4•BF VEL. 16 GAUGE =L WC-1 FR 11 0 SELF TAPPING SHEET METAL SCREWS Z' V'✓ UP ��'-1 �- RIIJa _ BACKING TO FD PLATE. ATTACHk, -STOP IZ - ` rr- SET COLLAR IN SUB FLOOR TO AT LEAST & ESCUTCHEON I I ATRIUM // 1=11-L, V0105 WATERPROOF A RIGID 3 STUDS / MASTICLj_ BLOCKING l i2 V J N 2 Fp�I FOR DROP RIGID BLOCKING , r j i Mlr l 51EAL-AQT �T FD o _J 2xSTUDS FOR DROP EAR - -zW �4 CW PEPTH - --- - 'PLAN"E. '^I ' 6 (TYP) FAR ELLS ELL J.R. IT{-1 WATERpfZC]OF Q /1 �W Z% 0X 1240 MASTIC 6 V V 1 � 3/4"M11�1 OR F.r,�IJAL O co Un10ERbECK " �= Li I -= t CLAMPVATORY ELEVATION SECTION A—A H7� CH.CC 2• ,1015 75 !R Iri.5 C/ABL.tOCV-J" V ZW UP NB- " H -I ro r-_C 2 w - / (TYP) EA WAY q _ - NOTE 14- MAX. EA_1-1 r86 DETAIL — MCH. ROOM FLOOR 78 DETAIL — LAVATORY MOUNTING 76 _�_� I - - _-- I 1 2 Ht wCo I ROUTE RECESS �/AY F- 17iz" X5.5 PIPING PENETRATION (WOOD FLOOR) X5.5 (METAL STUDS) 15.5 IZA 1 CNd'CW FCO 4'CW IN FLOOR TO f71A.I FLUSH WITH RIM DEPTH. NO SCALE NO SCALE L1 I 1 IIA GLUE SHEET VINYL SHIM ON (TYP) FLANGE TO "FLUSH WITH FINISH F38��I1a 1---- — — � �- -- -_-- _ -- - F\ FLOOR AND RIM" LEVEL. � . �-J- I%2�V UP- 14 %2�V UP SELF TAPPING SCREWS MAY BE USED — FLOOR t� IN FOR HANGER INSTALLATION. DETAIL DRAIN Q COORDINATE STUD LOCATION W/GENERAL CONTRACTOR. C3 15.5 WOOD DECK FLOOR � NORTI I • �6 PART. PLAN -- TOILET RMS 11 & 12 NO SCALE � 1 :11 I T I'dC1. s1F3:I.EIt:?1. ",s.§ NO SCALE9�?I�r38 _— e ,' �11 II�I111 II11{II 1 III 1�1 I I III III III 1 11 !'II1 I11iII l IIIIII( 1 1I I 11 I III I I IIIf1 1111 I � I III 11111111I11 ► 1111 � 1111111111 ( 11111111111 III 111 1 �..,, it I 2 ;3 4 5 6 7 8 A 10 I I 12 WIC : I F TF1 IS MICROFILMED �_ �---- DRAWING 1S LESS CLEAR THAN ' rHIS NOTICE, 11 IS DUE rO DRAWQINALITY OF THE ORIGINAL OE 6Z G. 92 12 92 SZ trZ EZ 272 12 02 61 131 Ll 91 91 V1 C 1 21 11 01 6 1 9 L 9 S t+ E 2 IIIIIt1111111111111111111nf11HIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIuIIlI11161Hi,ist ut11nI1111111uIIluuIIn111nIIn1111n1IIIIII11111111�IIII!llnllllll�lillllnliullllll1111uIIIIIIuulunlu11I1111)IIIIIIJII>llllllllllllllllllllllnll111111W�liWItUIUIIliIIIIJUI�IUIiI111uI111WI11 P-J ' 2 r MICROFILM SERVICE CO. A P R Comriercial Microfilming, Processing 8 Su; plies 1991 � Portland, OR. Seattle, WA. 80 70 60 �p 40 30 20 10 0 -- TO HWB-1 LAB - 1 -1/2"(2PS1)G DN 10 12 ) 131 ( 14)�PRV_1 w/1/2 (GAS) U VENT TNRU ROOF M OF HS APPROX.1'-- � FINISHED FLOOR -- 30"10 BOTTOM OF HR -- 1 HW DN TO AFF & RUN - 5-1/BOTTOM OF HS APPROX. 7'-2" EWH-1 - 16 a 5-1/2" & HR 6'-3" L_ OF 2 ABOVE FLOOR LOW ALONG WALL 15.6 40-d r ABOVE FINISHED FLOOR 24x 1 ASU-4 I - 24x12 N �t 16x18 �+ �♦ FLD'S / -FLD 55x20 /--FLD'S 2-1 /2 Did 2 -'" CW DN 3 x =� N` _. AV - - - - - — TPM 1' HW DN 2 , Fp- :_-3 -- - - _.. ---- - t -- ---- - �) CONTROL AIR SMB - 60x16 c 10x30 \ B 8x8 DN HWS - - 0 I ---� 1 X /\ X -�-`'-� 16x18 55x20 L >< �, fit- - - - - - `-- COMPRESSOR W/FLD -FLD �4 i= HWP- cn ------ - -- T - -- -- _ - -- - T_ _ o . HW8 1 ---- X24 -30x30 - \ , �-$xG = I �(- _ / -� FCP g HATCH I HWP-1 -� OS&Y ( I\ / -11J B �� --�-- G 1,o H � I 8x8 DN MV _ 22 �� S_r-4A I ( ( I \ / I I r -OSA INTAKE W SEE ST-1B W/FLD 1 2" HWS & HWR (j)UH-,3\ - A ---EWH _ ��__- - - -- I 1 I X = -16x18 (�(- 60x34 LOUVER, N.I.M. ® __ 8x8- I ARCH. 48x20 15.5 �G+ --_-, - - - _ �#�- - - �� - - - - - -- - -- - - � � I I I (- MECH RM 00 _ - - 1 COMBUSTION 3 UH--3 TCP-1 HWS - _ _- " I ? FLS- 2 (^ II/ \ I 6x6 6x6 DN UHC �" FD-2 I T UH- 2. 8x8_ AIR LOUVER " s i _ - _-� -_ _ 10x8 DN -� `, (� r - 1-112 V {+- - - - HWR- -ten VIED z HWS 20"x24" SEE ARCH -�'"' DN -� -- - — -..--- _. -- -- - -- - - J HJR - - - - - - - TO 14x8 10x16 T _� 3 PLENUM ASU-3 1 6x8D� i - I 1 W� - 10x10 FLD - - C_ U I 12x8 I rV� FLD I \ I ,� 1T�__ _ _� J M .CH RM '_01 8x6 6 n x 10x18 2 V DN & 2 VTR I, I BAFFLE 12 WIDE 5 J .. DN 40x16 1 HW D Tom/ t - - -� - - - JLC I 48x34 i i -6x6 DN W�FL.D DN 40x14 \ 55x14 -ASU-1 2 FD-2 �15 +--HWS-- W 'FLU — I EF-1 I -. Z o \ / I FD-3 W 3/4 RHW �-! FD- ASU-2 3 J - 4 - X 13/4" RFBP-1 6x4 DNS DN X /I, ( - , ) �� 1 r r ® cfi�C+ - - HWR EXHAUST LOUVER /I x 6� 36x13 FL_D _ 7'X (VARIES) Z / \ I ABOVE "' � 8x DN } �( �^ /I� I _ _ --$x$ DN 15.6 I III I I I III / 11 I 18x1 G r1 J SEE ARCH a 1-1/2"V ONS 1 W DN W�SMD X I l l l I II 11 1 1�'l�'1' 1' W FLD r - R` N FLD - I l i i -I+ -I '_� I I I _-� / L� I I I I 7l III I I I I I / III I I J I I d I. 4 = ,_T__ _ 40x16 _ 8x8 sq I 9"I / I I'1�-1 I I I �-� , I I / \ / I I 2,1 1/2 I - L I III I I I I I I I JJ I m T) UH-2 I I I = I I I I I I A I I I ^�► X I JV SN I 1 i- 36x16 L I III55x12FCP �F-� I/ / \I � I II J0x1 __ _ _ _J `I 1 - FLD �64u-L _ _ _ _ /64 �.-- I l 24x24 ] BAFFLE 30x16 I I II I _j 15.6 a ` - - - -- -- - - - - - - - - - -- 5 - - - -- - \ - r- 15.6 -- _-_ ..,.., ..� _ _ __-- - - - - - - -- - - 1 260 EXPOSED -� 1-1/2"H WR --1 1 12"V A60VE FLR " �� JJ FLD'S 1-1/2" HWS 2"V DN & \ 2-1 2"HWS & HWR 2��V DN & J 2 36x16 ----- J 2"V DN _ FLU 2„VTR \� 40x14 1--� 2 VTR I 2” VTR `24x24 16x8 20 EXHAUST LOUVER -55x12 25 OSA LOUVER c ` 1 -1/2"V 2 Ul a 8'-0#' x 4'-0" 2B 15.6 7'-0"x(VARIES) DN PROVIDE SPACE 16, r o SEE ARCH SEE ARCH. BETWEEN WALL & c� 32 1 ASU FOR VENT U 15.E 000 PIPING 15.6 \w 00 a ON ROOF NORTH H ,� — CU-2 CU-3 x ON ROOF �. ON GROUND (j), r23 PLAN — MECHANICAL ROOM 200 ON ROOF 15.8 s s3 PLAN — MECHANICAL, RM. 201 & BOILER RM. 202 a 2-1/2" HWR r— /�- , 2 3\I 9 .. (10 2-1/2 HWS 12) ! 80 70 60 50 40 30 20 10 0 4 '`- HWS- --HWS IC)r-- r----- HWS j a HWS --;til7; DOUBLE LINE �IN(,l 1 INE DOUBLE UNE SIN[:1 F 1 INE --- HWR - -- HWR ---- 1--- ---"� LLJ \•��j,\ 3 ------- ------- -------- 1-- 1 --^------'---- ---- -------- C ----------------IOi-----HWR--------- --------J I 1-- I(i+-----HWR---- ------- 1 _ c <, '� � / 5 PC. USE BALL VALVES 1 �� ELBOW iFOR PIPING 2--INCH j iLrI rT AND SMALLER I I 0 aT USE BUTTERFLY VALVES ��---T�- T 1 FOR PIPING OVER 2-1-1; R=D LESS THAN 15' USE 1-10W CONTROL 0, FVC VALVE FOR PIPING COIL CONNECTED T' 2-1/2" AND 1 FOR COLNTERFLOW \ SMALLERAV 2- � --�,�--------�-E-� I � ilk I (I I AIR 15'-30' I I AV III FLOW 1 COIL i AV i `1 ! I 1 Pv ►--------------------- W � -+c�------•—I—� RADIUS COIL CONNECTED FOR NIS+ U1��� tNIH+ i M W Z o ELBOW CGUNTERFLOW COIL CONNECTED FOR AV COIL DV COUNTERFLOW I -UF' -UP - IORE THAN 30. --�-� --�---+ COIL 4,-) z AIR FLOW I AIR FLOW AIR G-1 DV FLOW n DOWN -DOWN I �' DV COIL CUH do UH TWO WA'V MOTORIZED VALVE XI LJ RADIUS az ELBOW SINGLE HEATING COIL 3–WAY MOTORIZED VALVE o CUH A UH COIL 3–WAY MOTORIZED VALVE a y ON �� K"32 !L PIPING DIAGRAM DV \ p RADIUS Q$Q� 15.7 NO SCALE 21C p COIL CONNECTED ._..._ r52-"� COIL NO SCALE PIN DIAGRAM 22 COOS ALE(PING DIAGRAM FOR COUNTERFLOW D }—}--� 15.7 15.7 µ� - SINGLE COIL TWO WAY MOTORIZED VALVE u ­�T- rURI VANES NING PIM ELM UP =--UP SEE T.U. SCHEDULE 2 2 OFFSETASU NUMBER r2l COIL PIPINQ DIAGRAM RIGID ME /L ---k' SOLID DUCT CONNECTION �1 ' T ---� TO MATCH T.U. INLET SIZE. r UNIT NUMBER NO SCALE 15.7 DOWN -DOWN e�� ELBOW SEE T.U. SCHEDULE - U 0 15' MAXIMUIM FLEXIBLE DUCT �� FLEXIBLE x MITER ELBOW 5 -0" MAXIMUM CONNECTOR B \ [4 LENGTH 0 CEILING MECH. ROOM NGLE IRON, SEAL T ,U.-110115' MAXIMI:i N.I.M.. FLOOR WATERTIGHT AT FLOOR 2 0 1 W , TURN OR EXHAUST ONLY � x ' NECK 12"S'TRAIGHT �= --- 18" �_ B r U SIZE RIGID DUCT PLUS 3" SUPPLY TRANSITION TO w SUPPLY ONLY SUPPLY ONLY ONLY 0+ V. 15' MAXIM TURNING ) k. TRANSITION VANES BAND I-0" M DUCT, FUSIBLE• CFM «T POINT ON PLANS. SHOWN �n W� CLAMP 5'-0" MAXIMUM LINK V 1 �i LENGTH DAMPER 10 GA GALV, BYPASS AIR TO-•' SHEETMETAL CEILING PLENUM I -i SLEEVE W� +W2 _ ..W2 6„ 6" DUCT SIZE 1 1 INSULATED 41 1PLUS 3" — r ( i i EXIT CONE RADIUS E190W BP, { SUPPLYSLJY -ROUND SPIN-IN r23DETAIL . TERMINAL UNIT- FITTING _ 3 TURNING �- - L ---- J 3 --r-- CEIL.IN - NO SCALE 1 VANES (33� DIFFUSER OR N.I,M. 1 S•7 W1 t 12 30' GRILLE �suPPLY_ RETURN OR EXHAUST) 15.7 THROUGH MECH. ROOM FLOOR L O I +W2 �. W2 NO SCALE I COLLAR LW� �� �� STORM RECTANGULAR TAP TRANSITION ELBOW �- SPACER RECTANGULAR r L_J r 3/4" GLOBE VALVE ROOF , ACK W X 4+B :��w X A �"�' r r WITH HOSE END W X B r r BAND LAMPFLEXIBLE ADAPTER ROOF ROUND CONNECTOR MITER ELBOW BRANCH — TURNING CEILING ROOF W, l SUPPLY 6"LONG AIR CHAMBER `� VANES MAIN AT HIGH POINT OF FRAMING RECTANGULAR (SUPPLY. RETURN OR EXHAUST" MAIN.PIPING, SAME SIZE AS 11-W, W2 �_—l1 ROU DEFLECTOR CFM --� -+- -1-- 12xr 4—NECK SIZE �CLIEILING VENTILATED i i 4 4 MITER TEE g�$K B�1LB� CS--1--TYPEBER OF BLOWS AND T-BARS, THIMBLE ARE TAP DIRECTION OF BLOW l, r74 DETAIL – DUCT FITTINGS SUPPLY IS SHOWN, DESIGNATION IS 150'-- NO NO SCALE SIMILAR FOR RETURN OR EXHAUST. ---4-- 80 --NECK DIA. 15.7 NOTES: 1 LCS-1�--TYPE 25 DETAIL — AIR MI Q BALANCING DAMPER REQUIRED FOR EACH LOW PRESSURE SUPPLY, 13 DETAIL B01 ER STACK CY) RETURN AND EXHAUST BRANCH. 15.7 NO SCALE 15.7 NO SCALE " (2) 32x14 - FIRST DIMENSION IS THE SIDE SEEN. IN SECTION THE 55 T — C OU 35 — LINEAR N FIRST DIMENSION IS THE HORIZONTAL SIDE. �� V 15.7 NO SCALE 15.7 SUPPLY tLC NO SCALE C� �+ DUCT SHAFT SEE PLAN 7x24 N.I.M. FOR SIZE O EATHERPROOF C.O.PLUGS, 1 1/4- MIN. -----START 18 GAUGE Q ENCLOSURE do TYPICAL UNDERGROUND DUCT 5 DUCTWORK BY TEMPORARY START HEAVY GAUGE 5 ANCHOR TO CURB -�` MECHANICAL DRAIN PAN UNDER BLOCK DURING UNDERGROUND DUCT �JJ WITH SCREWS 12" O.C. CONTRACTOR/ COOLING COIL SECTIOIN- � 1/2" 2"MIN.SE POURING -ANGLE STIFFENER A ABOVE FLOOR. ALL UND ROOFING, N.I.M. -�-_ ••• CHANNEL BASE --�— �:: ; """ b a' ,---UNDERGROUND [�� V DUCT; SEE SPECS. �I DUCT INTEGRAL - * - - - �; < WITH UNITI /-FLOOR DRAIN ° `��� 140 SLOPE Mov - o goo o��g 3" MIP,. rr Z EQUIPMENT 18 G^,UGE BASE, N.I.M. GAL. DUCT it. PEAGRAVEL SLOPE (BELOW FLOOR) PEAGRAVEL ao 0 18 �- - -" CONTINUOUS NEOPRENE PAD OUR CONCRETE ARO()NND e 884210 /ROOF - SEE ARCHITECTURAL AND STRUCTURAL PLANS UNDER CHANNEL METAL DUCT. SEAL JOINTS Q�a���o 00 �i, FOR DETAILS POURING. ARDCAST f3E�-ORE e� 86 �46 DEIAILCONDENSATE-- 1 5 * 7 15.7 THBQUGH ROOF 15.7 NO SCALE 36 PETAIL _ SUPPLY16 DETAIL – UNDERFLOOR NO SCALE 15.7 RISER AT IMC 15.7 DUCT RISER NO SCALE NO SCALE s 09 —21 —88 80 70 60 50 40 30 20 10 F'El 1'10,, 'B@1091 .o OF 45 ... .. _.... _ .. ., __ .. _.... ...._..,.. . .,_....__..-..__. .. , .•.. ..n•r -.x,,..-.M.nn.,..�+....,..u.,e+...m.awc�,,.,..,.,,.,...• nw,"•...."..e. .. - t+�, 1�..1�.*a.,ae ,•.-•-ram...,,.n. .�..or�.�.-,....."+•... -egw.w■.ni - - ..........__._ .___. ....,..,� ..•..,r .�.-..--"r-�..-•�...r-►�...-. -.fir_... -, •..M�...... _. .- .rr- -,• .., _ i _ � �RIIIfII• III III 111 111 111 II1 III 111 III 111 III III ISI ISI III Itl III III II) 111 111 II'l Ili�lll III ►II III III II: 111 111 ►II f11 III SII SII �{I 111 II��I{1 ► 1`111 I1)I�III 1���Ifl �� 4 �...,....,.._t.�.a...,R,,,� . r' ( I I I I I I I I � I I I I I ( I I I I I � I I I 12 ~ NOTE: IF THIS MICROFILMED 2 4 $ 6 7 B 9 - --r ' DRAWING IS LESS CLEAR THAN w , THIS NOTICE, IT IS DUE TO THF QUALIFY of THE ORIGINAL , '�r DRAWING. -AE 62 8Z 129Z SZ b 2 EZ ZZ 12 OZ 61 91 L! 91 SI .` bl EI El II 01 6 9 1, 9 - �11111nII1luIlu111fnIIlIIIIIIIIIIIIIlu11nIIIn11InIflllulllulllll�lI1111IIIHIli1nIIIn111111Iu11lnlllllnllnlllnlhullll�iullllnjl�Iu1F11{111111{`111111111�IIlIIII IL�IIIIIIIIIIIIIIIIIII�IIIIIIUI�I111IIIIIIn1111cuI11u1i11111wWlllltlilui''�tt1L �11�,�l111t)��iI�Sl1 � � � w .. MICROFILM Q1`%VWE (`C. APRIL24 1 Commercial Microfilming, Processing & Supplies iGGPortland OR. Seattle. WA. I To AIR SUPPLY UWT SCHEDULE UNIT SERVICE LOCATION ARK. CASING SUPPLY FAN COOLING NG COIL HUTIN4 COIL Z. AIR FILTERS MIX BOX DAMPER CFM RETURN FAN 0 TxPE SIZE CFM 5P WHEELS DISCH. RPM HP CFM EDB EWS LOB LWB FV CLG AIRCP C M EA LAT FV GPM HrG AIR OP WATER O P CFM MFM IN. EAS15 OF MIN MAx RAD FJID cF,t1 SP WHEELS pISCH kFm HP N V ® DIA, NO, TYPE MBH IN. WG MBH IN. WG FT Hz0 EFF. CLEAN DIRTY DESIGN CAD OAD plq, No. TYPE N p ASU-I POCDUSS ROORoom M MF HAND L 18 6000 2.5 IB,Z5 I AF BH 1410 5 4000 84.0 64-& 52.G 52.0 42 Z65 0. 8 &000 1 80 470 G 3 94 0 2 20 (.00D 30'/6 . 9 .8 FARR 4' 30/30 810 5190 5190k485D44BW .75 18,25 I FC BH 490 I 4 € ar *s KINMRCTARMW4 MECHANCAL- �' z n }7 r ASU-2 ADMIN ROOM 201 I IS 4485 2.5 15.00 I BI BH 1925 5 4485 85.0 670 53.5 530 485 190 0.8 4485 .O 77.2 485 6.5 978 0. 1 2.0 4465 30. .3 .8 FARR 4:' W/30 1035 3450 3450 .(,S 15.0 1 FC BH 555 1.0 �i g u d to ry� c i'J Nh ASU-3 INSTRUCTIONAL MECHANICAL.. Z IB 5400 2.5 18. 25 I AF BH 1546 5 5400 76.8 62.2 52.3 51.8 41(0 170 O.6 54ct0 G70 79.3 41G 418 71. 7 0. 1 2 O 5400 30Y .3 .8 FARR 4' 30/30 550 4850 4850 .63 18.25 1 FC BH 4G0 1.5MATERIALS CENTER ROOM 201 Af.0-4 MULTIPURPOSE MECHANICAL g IB 6075 2.5 18. 25 I AF BH 1554 5 - UO (BASE BIDROOM 201 -- - - - G075 G0. 9 7G.9 470 7,0 105 0.2. 2.0 G075 30% .3 .8 FARR 4' 3C✓30 9G0 5u5 sus - - - - - - A'-LI- 4 MULTIPLJRP05F MF_CJKNICAL 3 IB 5075 2.25 18.25 1 AF BH 1482 5Q ROOM 201 - - -- - - - - - 507 60. 9 76.9 390 5.9 88 O. 1 2.0 5075 30Y. .3 .e FARR 4' 30/30 940 4115 4)15 Q1 SEE UNIT ARRANGEMENTS I Q2 EfET - 200° F, LWT - 1700 F. ""'' °"O - 0 PROVIDE 1 SQUARE FOOT FACE AREA PER 1000 CFM, MIN wo e.o VI Awo MIN. o"o we O BASIS OF DESIGN: PACE (' \1 c H �I\� /l`�-JH o o^ CONDITIONS IF ALTERNATE N1 ACCEPTED. 5F C C TMAMe I' vs I 1 5F 1Me i SF r Ma PLENUM 61 CASING A15 WIDE AND A16 HEIGHT. L I'- -� L--� o"o -� � zIt 0 ue PeTORE ""° EXHAUST FAN' SCHEDULE z TYPE I TYPE 2 TYPE 3 TERMINAL- UNIT. UNIT WHEEL BASIS OF aI r UNIT LOCATION SERVICE CM SP RPM DIA. HP DESIGN SCHEDULE m EF-1 PENTHOUSE 200 ASU-1 EXH 510 1/2 1485 6.3 1/4 PACE SCF-63A MIN. INLET RESET '� o EF-2 PENTHOUSE 201 ASU-4 EXH 655 3 8 990 7.9 1 4 PACE SCF-79A UNIT CFM DIA. (INCH) 1 UNIT(D \a c UNIT ARRANGEMENTS EF-2 1 PENTHOUSE 201 ASU-4 EXH 1305 1 2 928 9.7 1 3 PACE SCF-97A 101 800 12 X NO SCALE O 102 -800 12 X t• a 1 USE THIS FAN IF ALTERNATE Ml ACCEPTED. 103 400 10 IdT 1! yy lO PLENUM WITH 4' INTERNAL IN9U CATION 104 800 12 ITT, o a 105 400 10 2 106 S00 12 EF o PLUMBING FIXTURE SCHEDULE MISCELLANEOUS EQUIPMENT SCHEDULE CUH & UH SCHEDULE 107 900 14 X � N 108 800 12 \W o ROUGH-IN SIZES (INCHES) ITEM DESCRIPTION ITEM CFM MOTOR BASIS OF 201 720 12 SYM. FIXTURE REMARKS/DESCRIPTION RPM HP MBHC1 REMARKS DESIGN W V TRAP CW HW HWB-1 GAS-FIRED HEATING WATER BOILER, 2000 MBH INPUT, 1600 MBH202 900 14 X OUTPUT12" DIAMETER STACKF yoy CUN-1 200 900 1/30 20 RECESSED 6-1/2' TRANE 02 203 300 8 X c78W. C . , 1-1/2 HP, 3 PHASE BLOWER MOTOR. lf}t-2 400 1075 1/30 28 RECESSED 4-3 4" TRANS 04 FLOOR MOUNTED, BASIS OF DESIGN: WEIL MIAIN BG8 WC-1 WATER CLOSET 4 2 INT 1-1/4 -- FLUSH VALVE ROOF CAPS LUH-2 200 900 1/30 20 RECESSED 6-1 2" 'TROLLS 02 204 800 12 ,�I" A FLOOR MOUNTED, ROUND 510 1550 1/20 23 TRANS 38-W2 205 280 8 V WC-2 WATER CLOSET 4 2 INT 1-1/4 -- FRONT, 10" HIGH FLUSH RC-1 6075 CFM, ,OL MAX. STATIC PRESSURE, NECK SIZE 44 X 44. VALVE BASIS OF DESIGN: PACE ROOF VENT, 206 210 6 W F 510 1550 1 20 23TR R 38-W2 % Di FLOOR SET STALL TYPE, EXPANSION VERTICAL TANK, SET FOR 8 PSIC MIN. OPERATING PRESSURE. TANK 510 1550 1/20 23 - TRANL 38-W2 207 195 6 n U-1 URINAL 2 1-1/2 2 1 -- FLUSH VALVE TANK ET-1 CAPACITY 32.33 GALLONS. APPROXIMATE SIZE 16" DIAMETER X 43" 208 280 8 Q N WALL HUNG 4 CENTERS, HIGH. 7O. BASED ON 200 DEGREES F. EWT, 170 DEGREES F. LWT, AND 60 DEGREES F. EAT. 209 800 12 L-1 LAVATORY 1-1/2 1-1/4 1-1/4 1/2 1 /2 BLADE TYPE METERING BASIS OF DESIGN: AMTROL: FAUCET ELECTRIC 50 GALLON STORAGE CAPACITY, TANK TYPE. TANK SHALL BE Q1 BASIS OF DESI*pN: TITUS IS-MB, WITH S SAME AS L-1 EXCEPT WATER HEATERS GLASS-LINED, 150 PSI WORKING PRESSURE. PRESSURE-TEE:PERATURE A MAXIMUM STATIC PRESSURE DROP THROUGH L-2 LAVATORY 1-1/2 1-1/4 1-1/4 1/2 1/2 MOUNT WITH TOP AT EWH-1 6 EWH-2 RELIEF VALVE SET A 125 PSI. SET THERMOSTAT AT 120 DECREES UNIT IS 0.1" AT A MAXIMUM NC OF 35. 2 ' - 2-132" AFF OUTLET WATER. 9 KW, 208V, 3 PHASE. NC BASED ON 10 DB ROOM ABSORPTION, S-1 SINK 2 1-1/2 1-1/2 1/2 1/2 ROOM TYPE WITH FAUCET STAINLESS STEEL ES BASIS OF DESIGN: A.O. SMITH DURA-POWER MODEL NO. DVE-52.9. SOUND TRAP SCHEDULE3I RE 10-12 WATTS. AND BUBBLER BACKFLOW 3/4' REDUCED PRESSURE TYPE DEVICE. MAXIMUM 14 PSI PRESSURE / ITEM CFH MAXMAx DIMENSIONS BASIS Q THERMOSTAT FOR TERMINAL UNIT USED FOR STAINLESS STEEL WITH PREVENTERS LASS AT 15 GPM. a P (INCHES) OF PRIMARY SYSTEM TEMPERATURE RESET. O S-2 SINK 2 1-1/2 1-1/2 1/2 1/2 PANTRY FAUCET RPBP-). BASIS OF DESIGN: IEBCO 825Y WITH AGD. W x H x L DESIGN ` STAINLESS STEEL WITHDDCVA-1 6" DOUBLE DSTECTOA CHECK VALVE ASSEMBLY ST-1A 6000 0.20 36 x 22-1/2 x 60 IAC-5MS ITH BY-PASS S-3 SINK 2 1-1/2 1-1/2 1/2 1/2 GOOSENECK FAUCET W \.! DETECTOR. RESILIENT SEATED VALVES. ENTIRE ASSEMBLY UL/FM ST-1B 5190 0.10 60 x 15 x 36 IAC-3MS APPROVED FOR FIRE SERVICE. ST-2A 4485 0.20 36 x 15 x 60 IAC-5MS VIBRATION ISOLATION SCHEDULE 24"x24"x10" FLOOR SET BASIS OF DESIGN: FEBCO 806-O.S.6 Y-RW. MS-1 MOP SINK 3 2 3 1/2 1/-c MOLDED STONE OP FIBER ST-2B 3450 0.10 30 x 15 x 36 IAC-SHS GLASS. 2-RIM GUARDS CAS PRESSURE 2000 CFH NATURAL GAS CAPACITY WITH 2 PSI INLET AND 10" WATER WALL HUNG, VITREOUS REGULATING COLUMN OUTLET. ST-3A 15400 0.20 36 x 22.1/2 x 60 IAC-5MS -APPROXIMATEM, TYPE MIN. DEFLECT ISOIATOR(D DF-1 DRINKING FOUNTAIN 1-1/1, 1-1/4 1-1/ 1/2 -- CHINA, BACKSPLASH. VALVE BASIS OF DESIGN: FISHER 5201 SERIES ST-311 14850 0.10 36 x 22.1/2 x 60 IAC-3MS I ITEM WEIGHT RPM ISOLATOR (I. 'HES) LOCATION HANDICAP HEIGHT GR PV-1 ASU-ASF 880 11610 B-G 1 INTERNAL 3 C 6" DIAMETER TOP, ST-4A 16,75 0.20 30 x 30 x 60 IAC-5MS pSU-IRF 840 490 B-G 1-1/2 INTERNAL 3 C�1 FD-1 FLOOR DRAIN -- -- CAST IRON BODY WATER PRESSURE PRV-1: 2" SIZE, 105 PSI INLET PRESSUI'.E. 70 PSI OUTLET lO IF ALTERµATE '* I ACCEPTED. REDUCING PRESSDRE. MAX 18 PSI FALL-OFF' AT 95 GPM. ASU-2SF 460 1925 B-G 1 INTERNAL 3 8-1/2" DIAMETER TOP VALVES r, FD-2 FLOOR DRAIN ( - - -- 17" DIAMETER FLANGE PRV-1 6 PRV•2ASU-2: 400 555 B-C 1-1/2 INTERNAL(J) PRSIZE, 105 PSI INLET PRESSURE, 72 PSI OUTLET ASU-3SF• 640 1566 B-G 1 NAL 3 4 I 8-1/2" DIAMETER TOP PRESSURE. INTER MAX 18 PSI FALL-OFF AT 30 CPM. CONDENSING UNIT ASU-SRF 590 460 8-G 1-1 2 INTERNAL 1-1/2" DIAMETER TOP3 4 W FD-3 FLOOR DRAIN -- -- CAST -IRON BODY BASIS OF DESIGN: WATTS U515 OR WILKINS 600 SERIES. SCHEDULE- ASU-4 760 1554 B-G 1 INTERNAL •```� FD-4 FLOGR DRAIN -- -- CAST IRON BODY ITEM CAPACITY I TEMP. F. BASIS OF EF-1 65 1485 B1 1 INTERNAL POLISH CHROME PLATED MBH SUC. AMB. DESIGN EF-2 90 990 111 1 INTERNAL CU-1 265 35.8 95 TRANS RAUB-C25 EF-2 ALT WFI 125 928 B1 1 INTERNAL HB-1 HOSE BIBB -- -- -- 3/4 -- ANGLE TYPE WITH VACUUM BREAKER CU-2 190 43 95 TRANS BTA 180 1 CU-1 1900 1750 B1 2 FJTTEE'NAL FREEZE PROOF CU-3 17 141T 38.2 95 TROVE BTA 160 CU-2 +LT all 1100 1750 51 2 EX[ERNAL WH-1 WALL HYDRANT -- -- -- 3/4 -- TYPE co CU-3 1100 1750 B1 2 EXTERNAL co O1 IF ALTERNATE N1 ACCEPTED. UH-1, 2 6 3 -- 1550 C 1/3 EXTERNAL E� � CONTROL AIR qh NOTE: COMPRESSOR 250 720 B1 1 EXTERNP..L � MIN. ROUGH-IN SIZE REFERS TO SUPPLY OR WASTE PIPE TO ROUGH IN POINT. Ql . C ti 0 FIXTUREECONNECTION SIZE AS REQUIRED BY CODE OR MANUFACTURER. VERIFY WITH EQUIPMENT SUPPLIED PRIOR TO FINAL SELECTION PUMP SCHEDULE. ter+ 0 INTERNAL ISOLATORS FURNISHED BY EQUIPMENT MANUFACTURER. ~ 00 ITEM GPM HEAD HE BASIS OF DESIGN EXTERNAL ISOLATORS FURNISHED BY V.I. SUPPLIER. HWP-]. 54 35 1-1/2 B 6 G 2" A WOLATOR CONTINUOUS UNDER BASE. SEE 46/15,7. [Ui1CD S HWP-2 54 35 1-1/2 6 6 G 2" A NEOPRENE PAD 3 Oui CP-1 10 16 1/6 IB 6 G 3/4" PRn1 C� Q1 IF ALTERNAlE1k1 AccePTeD SMOKE DAMPER q °w SCHEDULE �qT o ITEM DUCT LOCATION ' LL U� SIZE SMD-1 BX6 JANITOR 13 SMD-2 8X8 JANITOR 30 884210 SMD-3 6X6 JANITOR 37 15 . 8 so 70 BO QO 403D 2 3/21/88 D b e PERMIT NO. 881891 8 OF 45 raw I r 11 / 111111111 ILII I111111I M IIIIILII I1 IIIIIIII / 1111III'1I II1111111III1111I111I 11111111111111111 III -� � ' ---- '- '-- �- � Ir, ll III III 111 III III III III I Z1 III III III . III III III III III III II III III III 111 II �� �, NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THE 7UALtTY OE THE ORIGINAL 2 IZ u DRANIN. ✓I IIIIIIIIIII�IIIIIIIIIIOOIIIllIz11H II#JuIIIIIII Il111HyIuNIM1111I11NIDOIIIHIN IIIIIIIIII°IIIZIUIIIIIIIIIIIII IDIIIII ILII U 91111III�IIUJNHIHHIDPIHOIHHLHJONLH161HIIu111mWDOYNIIIIIIIINII111I111111111I INWtl1MRiWdN111Y11IW11fI11IItlYDW11 1 A. i^ � �-T, 2 MICROFILM SEF Pr cessICE CO. . Y G 11991 Commerclel , OR.Microfilming, Processing 8 Sup011ee PaMlentl, OR. Sgt11a WA. e0 70 d0 50 40 30 20 10 0 MERG.STOP U � SWITCH (NAMEPLATE SEQUENCING 9O IN RED) RELAY - 5# VENT & �r ) OSA F - - - - - - -- - - - - - - - - - -- - - - -- - -- -- - - - - � N SHUTDOWN ECONOMIZER �N �' SAV SAV 80' LOW LIMIT I FUSED CONTROL _ THERMOSTAT VOLTAGE C y ` 1 _ CENTRAL S - ---- T�OT. P.' - - __ --- E `� �� , 1 VENTILATION TYPICAL ROOM SAV THERMOSTAT -� OPTIMAL START I CONTROL. - D.A. 55' DA 72' . SW \ PROGRAMMER I PANEL 1 - - --- ---- 0 I � (��N C C TU BYPASS DAMPER ROOM __ COOLINGRELAY - U � C� FAN VENT R.A. 74' OPERATOR 8-13# THERMOSTAT )P 1 �# — MIXED I I NO (BYPASS--N.C.) �- -�� ' - -��- �- -- -� DX AIR _ 1 I BUILDING NIGHT -= � AUTO-OFF COOLING LOW PRESSURE P.E. JW• COOLING I WIDE DIFF- r. •�-"- r I LOW LIMIT SENSOR CL-1 # COOLING RELAY SWITCH AT I P.F F. S'W �_. TEMP i 50' - 100' ACCUMULATOR RELAY L� CONTROL I SET FOR VACATION- GAUGE - _ - - __ Db ASU PANEL " iPRESS. �" - I- -� - - - DX NO VOLTAGE 155' CL NORMAL ON PANELIE I L M 14GAG COOLING HEATING x o 60' OP SW FACE 1 FREEZE PROTECTION - AUTO-OFFIt ��j (TYP) COOLING COIL VALVE I - - iTT OTHER ASU--1M. SWITCH AT 4-8# W I MANUAL ISOLATION I FIRE PROTECTION! THERMOSTATS. SELECTS ASU PANEL MAX. RAD EAD W z o 1TIMER, (MT) RELAY, TYPICAL ZONE W/GREATEST OAD N.O. N.C. I TYPICAL COOLING LOAD. SEE N.C. (8-13# TYPICAL) Z _ __- - SF RF TERMINAL UNIT h F T LF^1 SCHEDULE. � J' AUX AUX - VENT OR VENT & FAN SHUTDOWN a �, I I CL>65' SAV'S \ VENT & FAN RETURN AIR 1•- CLG RELAYS SHUTDOWN I CL>60' SAV - W 2 I I ASU-1 OSA OSA VENT & FAN w 0 1 I CLASSROOM LOW LIMIT ECONOMIZER SHUTDOWN 2 V) i 1 I THERMOSTAT SAV SAV . OAD I I C 80' MINo D.A. 55. V7— N.C. U R~ I SUBMASTER L 1 THERMOSTAT MIXED I ASR - MIXED I I ASU-3 SIMILAR TO ASI'-1 EXCEPT NO EF INTERLOCK RESET SCHED AIR I IMC v I -- I T ----- FREEZE PROTECTION 3# 55' n FIRE PROTECTION 8# 70' x r r23 ASU - 3 CONTROL DIAGRAM RF VENT VENT & FAN 15.9 NO SCALE a rn OR VENT & FAN SHUTDOWN SHUTDOWN NOTE: AUX AUX SAV'S SAV 1 ASU-4 SIMILAR EXCEPT OMIT DX COOLING CONTROLS. CL:•60' I � I I-- CLG RELAYS c MAX. RAD EAD CL>65' J OAD N.O. N.C. I I RETURN A!R ASU-2 'SSA N.C. (8-13# TYPICAL) 3 I I KINDERGARTEN & ADMIN 2 MIN. OAD I I FREEZE PROTECTION N.C. 3 FIRE PROTECTION R�LT SG4-,ED OSA131 i I SF RF � ��• 1 -----. TEMP 20' 2U0' g7--__ T- �- EF-2 TMP - GAUGE 65' 110' I �- AUX TEMPERATURE (TYPICAL) CLOSE WITH I � � - AUX CONTROLLER VENTILATION r^ OPERATION CL>65' VENT OR VENT & FAN SHUTDOWN v 1 I OF ANY ASU I RETURN AIR ` SA`✓ S CS 76' S C S BMASTN ER ASU-4 NC M N.O. �-y MULTI-PURPOSES �— NO VALVE HW IL OSA S ^� 1 i I-�- CLG RELAYS RETURN AIR 4--8# SENSOR, M J OP>65' CP-1 20 OSA 0. W/SHIELD (108 GPY) /- LEAD/LAG I HWS HEATING WATER 1 SWITCH SENSOR, _ SUPPLY MIXING VALVE - ------- -- ----�► HWP-1 IN WELL L-r N.O. TO BOILER 4 I CL<35' 3 LO I ASU - 1ASU - 2 CONTROL DIAGRAM 4 OSA � I 45 1 15.9 25 HEATING WATER CONTROL DIAGRAM NO SCALA CL<0' -1' HWP--2 � 15.9 NO SCALE NOT- ' ADJ I 01 ASU- <I ! ALTERNATE NO.1 . I I - -- —fi H WBS LEAD PUMP FAIL (THROUGH OPERATING AND SAFETY CONTROLS) h I IDIV. 16000 PE SWITCH SMOKE DETECTOR CL 9-1/2# 24 VAC JAN. CLOSET OP 10-1/2#ROOM FAN FAN START STOP FIRE �r'IN �-- - VOLTAGE / L - - - - - - - -- -- - - - -- - -- - - -- - - __ _ - - - - -- - --- -! L AGE � DETECTOR THERMOSTAT �+ O POWER SAV �� 5 C - M V co 85 PROGRAM CONTROL_ DIAGRAM N° NO - 5 o q o -- - --._- FAN N.C. N.O. SHUTDOWN SMD HTG. COIL VALVE U 15.9 NO SCALE INTERLOCK 5-10# 10 ,� NOTE. (DLOCATE M7'S AND OTHER SWITCHES ON PANE: FACE . � � o U '6 U H �, UH CONTROL DIAGRAM ALTERNATE N0. 1. -^-_ 15.9 NO SCALE SET OSA CONTACT FOR ONE PUMP OPERATION, NOTE: '"46 _�) ..) MD CONTROL DIA (J, RAM- o ��2� °FUTURE SETTING OF 38' OSA l_AG PUMP START. 1 THREE-W'AY HTG COIL VALVES AS SHOWN ON PLANS.-15.9 NO SCALE19f_ so r'r_.'P 1,11 T NO. — •' 50 40 � 200 9 -21 _•88 ..�. :'; 10 ' CT F 4 ; 8 .r...r,,,,.ws*n nMMrer.■ ' �IIII1 IIIIIII IIII111 Il1Il�1 IIII111 IIIItII 1111111 IITIIIiIIIIII�TI111Il11 rill III IIIIIIiIll1IlIIIIIlI111 i111111IIIlIIII I!II1II�IIII111 IIII111IIIIIIIi TIIIII ,IIIIIIIIIIIIIIIIIIIII11t •.` � I I f I I I � NOTE: IF THIS M ICRC I LMED -- — - % "� 5 —_�� u 9 i I,0 11 — 12 I C DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 10 ' THE QUALITY OF THE ORIGINAL � DRAWING. � Aj OE 6? 6Z LZ 92 SZ OZ EZ 22 iZ OZ til 81 . � 91 I tai EI 21 11 01 _f 9 L 9 SI . r tr EI;.. ? I aw► • %� r11III1111111IIIIIIIINIluII1111I1111111111111111?IIIIINI1111�u1111u1Itn11n11I►IIIItnI�IIIlI1111I11llIIHI�IIIIIII�IYII1111111IIlUIll1 IIIIIIIIIIIIII►�IIIII11111tIIlIIIIIIII!iIIIIIIIIIIIIIIIIIIIIIIIiI;llrilwt1ul11tlnlllulll11II111IIIIlhillituu1111�1111I111111U1I�lllhlllllllllllulll � APRP_j' 24 MICROFILMtiF;RVI('F, CO. Commercial Mlcrotilming, Processing & Supplies 1991 Portland, OR. Seattle, WA. a s0 70 so 50 40 30 20 IO C d 0 I I I 1G 11 6 �N tea.. T _ � PROPERTY LINE _— __ . .---- ------ - -- ---- -- -- ----- -- -- �_. �.— --- ----- --' `�5 L `J EEv�O I • • I I 1!04CR AOPHALT P*IW _ I (TP'I�Ej TYPE ��. FXI3T EKi r ' CON NECP11rM1 I J IiANSFURM ER PAD I 00 0 rI ''JRI_ PHNSF ' �Z �� 1 3 _ �� ItN 1 i wCY 0 { a CY —� r 1 120, 1 PHASE ONE __ _._. �— `` 116 0to Lj a4 $04 LLJ tC�' CSF CCNC L- ., � 1 ._ -- � 4 I C ' a ' I NTERCOM P1N **44%% i _ _ + ►.I, ` s 29 FIRE ALAEM PANE � � aaN T � r C 1 ZZ � . ra i __JCv . �--�, _ _24 � // CLOCK 2b —�'-�.•..r' _ �...�..F,. �..W..,o.� � / / � �,-� ( � w 0 j Al TFRNAIT j�!E On F' IT 1HE l- HAZE }, •'j !� / i'/ TELEPHONE TERMINAL I Q; i ! / c� z AI 4,19 MAIN DISTRIDUTI N PANEL l i 3 ETER SOCKET -- ` , �i i ` 3 201 �� �� �+� ��� �r PROPERTY UNE 1 RECESSED FLUORESCENT FIXTURE —•:� CONDUIT STUBBED UP , I I� SURFACE MOUNTED FLUORESCENT FIXTURE WITH OUTLET -----+ CONDUIT STUBBED DOWN 89TH '-a TIMECLOGK -- A - DENOTES PANELBOA.kD "A" HOMERUN I ►-�� FLUORESCENT STRIP FIXTURE WI711 OUTLET '>•r" RECESSED PANELBOARD DUSK PRESET DusK DAWN _ I RECESSED FIXTURE WITH OUTLET ■1■■ SURFACE PANXLBOARD C CONDUIT --o IME r-- CBA - CIRCUIT BREAKER AMPS i I--0 WALL MOUNTED FIXTURE WITH OUTLET MAIN DISTRIBUTION PANEL QT. oFF 0-0 POLE MOUNTED FIXTURE WITH OUTLET I I TELEPHONE TERMINAL C. P. - CLOCK PROGRAM °" °" °"' 1� 0 CEILING MOUNTED FIXTURE WITH OUTLET Q CLOCK PROGRDEF - DUAL ELEMENT FUSEHOT A!! I I r y F. A, - FIRE ALARM - I NEUTRAL! Q �+ 4 (9 EXIT LIGHT WITH OUTLET, AND DIRECTION ARROWS AS INDICATED H35 WALL MOUNTED SPEAKER FLA _ FULL LOAD AMPS I �+ 4 0 DENOTES EMERGENCY BRANCH CIRCUIT $cz INTEROCM CALLBACK SWITCH z Q SINGLE POLE SWITCH -C= FLUSH CABINET A5 NOTED G - GROUND i I:3 4.24 GRND - GROUND w $P SINGLE POLE SWITCH WITH PILOT LIGHT [5FD FIRE ALARM BELL G & IC1_ $� THREE WAY SWITCH FIRE ALARM STATION GFI GROUND-FAULT INTERRUPTERN� N Q_ � HP - HORSEPOWER -�f-O__- <--- --"_i F--� 2 i I I �+ '' Q JUNCTION BOX WITH BLANK COVER S SPRINKLER ALARM BELL TOr') ICA - INTERf,UPTING CAPACITY AMPS-SYMMETRICAL PNL C\111 0 Z4 TOR DUPLEX RECEPTACLE �,` ® IONIZATION DETECTORC i TO 25 PCNL h DOUBLE DUPLEX RECEPTACLE Q HEAT DETECTOR _ P/N PHASE/NE!JTRAL FIXTURE ( '�» _j iai• _ < VA - VOLT-AMPERES RECEPTACLE MOUNTED ABOVE COUNTER 0 REMOTE 1..E. D. FROM IONIZATION DETECTOR' ' E E� Q FLUSE( FLOOR DUPLEX RECEPTACLE � DENOTES ELECTRICAL NOTE NUMBER WP - WEATHERPROOF 6 -4 h-�-1 MULTI-OUTLET .RACEWAY ( PROGRAM CHIME WSA - WIRE SIZE AMPS5PARES SPARES p i I J WALL MOUNTED TELEVISION OUTLET ® TIMECLOCK W 6 FLU811 FLOOR TELEVISION OUTLET CLOCK & SREAKER ASSEMBLY Z A ♦ TEONE OUTLET IN WALL OUTDOOR LIGHTING CONTROL DIAGRAM , n ♦ TRISPHONE MOUNTED ABOVE COUNTER T MANUAL MOTOR STARTER _ _ _� _-•-.— -- _^ _ _ _�__ � _� 519.5' PROPERTY LINE (� ® MAGNETIC MOTOR S?'ARTER L,= FUSED DISCONNECT SWITCH -- --- -- - - ----- ' OR CONNECTION PROPERTY LINE MOT F38 t IFS�'` FLEXIBLE METAL CONDUIT a GROUND, NEUTRAL, PHASE/SWITCH-LEG CABLES �` PROJECT .- 8829 .1 6 01 CONDUIT CONCEALED IN WALL OR CEILING ENt9,NEE+RING.INC/CONSULTING ENO, ORS CONDUIT CONCEALED BELOW GRADE OR IN FLOOR Par"ar'd. 10 [503) 20 -7736� so so 40 30 !0 10 -7 OF 4E; ww.+..+v ..............t•_--+..,-.__. .....,._...»-.._....._.....,,......._. .. ._.._........-...,.. .........-. ,.«.,......... ..... ......�.- _...,...- •' ..raiir.riixi.w+.... ..ia�11M••w..ww.re.w..n.e........ ..+w.fir.—..N•rn++l�4pi+w�nnsw._._..........., ,. +,+. ..._......,.._.,............►...m+... .-..«, _.^.. .. �_r".•w.nw.rrl�`^' ,. ... III�It�IAI�..++.a•+,.. ....r..r. ........_-_....._..r_�.....__. ___•.,..r.r ....-.. .._........_...--- 1 �IIIII� IIIIIII III'll�IIIII'I!� IIIIIIIIIIIIIII III�IIIIIIIIIII �Illlrllllt�tli Illlili1111tlllllt'Illllllltll,tltltllllll�lllltltltl►`liilllli+l+�llt�tll,�tll�Ill�1t+!'I+IIlI�11�'Itil�;l �,'"` ,. ...uf / I 2 3 4 5 El 7 8 9 -_ 10 - I I 12 t NOTE: IF THIS MICROFICAED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO s J THF QUALITY OF THE ORIGINAL DRAWING. �---------__ - -- ,R OE 62 92 LZ 92 S2 b2 E? 22 Iz 02 61 81 L I 91 S I b l U I 21 11 01 e11 9 L 9 S .r Ib FI-- Z I'I�"" I�I1lnlllnnlunln uluuluulnn�lntlIIIIIIIII�ItH�ulllultluliluuluultill�nu�llll�llll�llll�llil�llll�llllllull lllllllll�l��llll�llll�IIII�IiIt�12'1�1111�1111,Ilil�illl�llll�llll�li!l�Illl�l ill!llJllullltlll�IlU41111�ulllllull'.5111ilfnuluu�lultlJl+Ull�llu�lutll'W111 F 14 MICROFILM SERVICE VO. APRIL Commercial MIcrofilming. Pro, ,,ssing 8 Supplies Portland UR. Seattle, WA. 1991 , n:d+' so 70 e0 50 40 30 10 2 3� 5 7 9 10) 12 i 4���G1tl,j♦\N ..., +9 1 X1, F 1 /28/19e6 1 ( ( 15 17 I5• 17, 15. 17 15 17, 21. C- i 12 �- 4 i CL-ASSROOM -- - . - � F' o I 13• I 13• 11. 13. 11 13• I I. 13 Cv J W Cv Cr, I I � z �. � O - Cv A -� A'� �A� j ,F I I �' t. -�---I q c I I. 13• I I. 13. I I. I I. 13, I I. I 00 a � - o I 1.5• `' r MULTI-PURPOSE � W � a 2 I,3. 2.4. I o A A- �' I, I. F II - 7Cv U 9'-0" - - -- Lam, I�-�i `( --- - -------- - -- - - - -= 7 9. 7 y. U 7 - --_--- - --- _n - _ - -- - _ - w ° 'A' CONFERF_NC� CONFERENCE A' C.�ASSR�^ - - - I-lA�L A- -�--_ 1 - - c-23. °� --- -- HALL - - - - - - I2 - I � � 1 1 F L 'g' �� 7 91 7• 9• 7 9. 7. U � ,A, .�� LOBBY l__ _ - - - G- t►!1 a' a 7.9. -" I 13,15, A 16 X 1 41,--_-- -- -- - - - 3 . I: " ' ,D, 'H � * I /• C' ,..:.,.^.+._, 'pj -'- epi 12. - -� A- I , �A, (� 14• _ 'g C11 RLS 14 'HIP 'HI' �` I v JAN. �V ,� &� 11. I I 14, -_rte 10 I D. I p' 0 A- 8. 9. � 8. �� I---- ,.1•. I �LASSROCM-S BOYS-12 -'IR S-II r _ � HEALTH 'g' 8• He I Q) _ - I� - - - - is JAN ITOR 37 - __ __... I A' PkINC-IPA� - LL V � 5. / I G► 'C ' 'HI' HI H. B C- r L I � � , cl II A J J I PASSAC E--14 18. 20. 6 20.- - le - A- 'A I I f,- H ;:HI 1 21. 23• 21. 23• "LI. I 5, _. ;T A F F 4 20. 1 20• 18. 20, Ii' H H� WORKROOM-21 ; " J - 0 CLAW n� ALTERNATE NO. I �I 21. 23. 21. 23, 21, 23. 1 • ( I � I 4 I8. 2 Ia, 2D• I 13 12.3. L 21. 23. 21, 23• 21. � `��T_ L4- I �1L _ _ -_ 5 'H' 'H' 'H' I ?D• 18• 'H I' IPS, 20, I I 5, I I 'A'' !3 - - - - - -- - - On 17 19• 17• 0L __ - - -- ---- IRL-2� _.�_ I Zo. IB• 20. 18. i 11 �H �H' f 5. �B• � �_.-- , - Y-2 --�_�--- �- _.. '1� ox X 12 �H 11-11 ,� ,H, I (Ip.. H VESTIguLE-22 __ C_ nt C 2-1 20 Ila. 20. 1 s. 20. I I I + t-- - s --_ �.1 C� --- ------- ------ --- -. .-.- _-_ - -- .- - - _ J C4 IMC•_I5 A- �I 1.5• h 17. � � C N 1 +�"f 17. 19• 17• 1.3. A' LIGHTING FLOOR P "'� �HJ' I ' LAN ---.�. l�. ( I'H 1 H� ,�' CLASS ROp Crt �.__ �,e,'� SCALE.- 14• Ifo. I 'NI' OFFICE.-23 2, -_- CL.A1S OO _ 5 C LE. 1/8 -10 H' H IHI I - rla• 14. IN, 14, Ib. 14.111 OFFIC E-24 7, 19. 17• 1 ), _ 17• 19• 5 1 17 19. ~i 11 17 19 17 14. Ih. 14. IL. 14. Itv.11 H' 'H' H H' II I(o. 14. Ito. ` 14. 'f 'Hi' 19. 17. 19• 17 19• 14. IJP *9:•^Ii ----- -- 14. No. 14. 16. 16• 'H' 'H' 'H' 884 162 XI' - - - - - -- -- PROJECT: 8629 16 # 2 ENGINEERING,INC/C0NgU1 TING l�NGWEEa9 e0 70 60 F'alT..xi. Ckwaon 40 �o 20 10 (5031 297-'7738 .YPM.I ,MY .,... M--MaIMt�.•w•.w.AaMe ^...................... .............. . - _M•^'wwner+.w+wn-ru.nxw.wa'.r..•w 1, 'II�I�I►11111111IfIfI�i�I�1fIfIfIf11I1111111I111I11111111111I1I1I11111 h 1111111'fIIII1111111111'I'Ifllll�111(111ItIIItIfI11fI11tIIItIt1f�11�I1t1I1111'I�I�11111�IiIfIIIlIf11II11IIIlIII► I 2 3 4 5 6 7 6 9 10 I I 12 NOTE: IF THIS M ICROF 1 LMED ____ _ ,_________-.. _ _ _______ • DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO IHF QUALITY OF THE ORIGINAL DRAWING. OE u2 82 L2 92 S2 b2 E2 22 12 02 61 RI LI 91 St t,1 EI 21 II 01 6 9 L 9 S ` b EI. 2 t "•"" r!11unlnn1ul11uu1nnluu�nulnulutlllllllll111nulunluulu�il�iiil►rnlnulUUliIIlIU11IIfI1III11Ill�►InnIIItIIIUIIIIIJIIIIIIIIIIIIIItIlUlI111111II1I1111IIIlIIIIIIIIIIIIIIIlIII11Il!ILIIIIIhIII�llIlIf1I111111In11IIIIlIIIIIIIWIlu1111illllll�llllU.'I!I"dtl''` �1111i►.,,+IIII MICROFILM SERVI("r' CO. APRV4 Commercial Microfilming, Prociasing & Supplies X991 Portland, OR. Seattle, WA. so 70 w w 40 3020 10 2 3 13 14 010 V.\ f: 7 +14- +14'-0 FIRE A+.d.RM ZOWE-TrPl-,&L (9 QWM Cr, z 0 I 35 z C31i0 GLASS ROOM Cv 4 CLA� DOM CLASSROOM CLASSROOM 0 0 /�40X14 0 014 I ( �""I 2 0 2 m a., 0-14 MULTI - PURPOSE.- ,i, 39 0 -- �_ cb — C Ca f -_ - Cv ILL-- 0 re 15 HALL HALL I I ",� it r- 4J G CONFERENCE 35 I 7 tp CONFERFINCE IL "tYJ L CLASSROOM LOBBY j 10 - , 014 +1 -71 4-141-(0 17i I it 44 V-4 + Cv 3 r '�5 ( I � �,, 14 � ��c 14 3 P14- 3 F ' 11101 04. C A1.5SROO c.P. JAN cl� BoYE' w L m I GIRLS 'CTT' OFFICE 3'D 34 L 3(0- 17 TANITOR O _01 CDC Q) 3/4"C 3/4 7,1n BOYS IR _H E ALT H 4 2 — INTERCOM 18 ct m - Ill 32 I . I j �I I a � laosco\ U. 14 T C.P. 14 ,V 'C T T' I II (,.rT- 4 7QFF ¢14 ©�— Or 17 'OM QL PASSAGE 14- 4411( (05 162 4 C.P. ( I 1 X14 II PRINCIPAL 19 __j �w- CLASSROOM I t14 4 II I29 STAFF ALTERNATE NO: I DID. 20 4 4 ik��3 ' 1 ( 0`0 (T 4- 'CTT' I 12r_ ##14. WORKROOM C 'AleAs Cl� �10 JaQa 21 i1v=rE4Czr I a I I Yf�!5T I E3 U L II z C' 22 CIQ E-, 3/4 C IL %L:ASE)ROOM __j 23— ;R r A 2.8 .3/4 23 C) 3 z n- SIGNALFLOOR PLAN 'CTT' tic \3/4 < SCALE: 1/B" 1' 01' moi z (7) PROJECT6829 C C 11 163 EN1131NIEFRING,INC/CONSULTING— ENGINFERS 60 so 70 w 50 40 30 Rry-lt�, ormamn F'EF.11 1.1" PIC). HF3 VEY?J. 20 10 (503) 297-7736 NOTE: IF THIS MICROFILMED 2 3 4 5 6 8 9 fo 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. 11 IS DUE To THF QUAI ITY OF THE ORIGINAL ci DRAWING. OE 62 92 12 92 S2 102 E2 22 12 02 61 Of Ll 91 Sl till El 21 11 01 6 9 L 9 S 0 E 2 1 3INL OWN fill III III fill Id I I I I I 111111111111 111ilmilmd M 11CROF11 1,M `+RI,ICE CR 24 1991 Commetclal Microfilming, Processing & Supplies Portland, OA. Sgatt!,, WA. tp 70 00 50 40 30 20 10 0 C1 2� 3C > 10 2 13 14 (1 4 1 4f ox� 30 _7 1411 Cv cr) z 4 z CLASSROOM CLASSROOM4 a S. MULTI-PURPOSE 0 7 38 '0 2 2 0 Cv F�CT —7-1 7. 21 ryl FYI 64 f a TMT F1 Wor,rT 17. U. /*19 19. 28. 171 TT B- 'I-, 'A 25, A CO NpF-RLN 30 I\ CONFERENCE CE CLASSROOM 7 cd 9. CUH 2. cr) cz-4 1 x,, 11?T Cv 19. 17. C Lkss ROOM 10 I�Oys 4. CUH-3 12 TELEPHONE TERMINALjT 27 T 3 CIIRLS 19. PAN E L'A'_ 15, ATRIUM H QA LT H 2S.- PANEI.'B 18 7 27. + - #0 VEST i SUL VESTIBULE JX' 3 3S C U H I OFFICE D-U 2S 0 :r MA 15, 17 2N Tr 1. .._I F 0 23. 00 ++f- VIES71BULE VEST11 E L E & 10. 1 C "I . IIA WF 40 1� 0� TPlN1T0R b Nkt-59-- L 18, 0 '2 o. lj�, - 24.26. 9 926- 'S 2- 10, A le"r CU H-3X -Lit ULE L _L2 44 VIE q TOIL T I I A T FE21 D- PASSAGE I I 14 II II 9. II 2-1. ITr1 STAFF 1, CLASS.�ROQM I IB„ 20, 29 14 I 11-r - I 1 WA- is A lo, D_ 91 4 *4WORK 4 4 k n I s I � I\ r111C 9. 0, VESTIBULE 7. II. Cq II IV I"C — Pq =I-- AW=15I5Z=EF L� E__ MIF 0 51 7. POWER FLOOR PLAN CLASSEOOM, T"_7:7� 14, ALTERNATE NO. 1 22. SCALE: 118 = 1 -O zs 29 v I6, I 2, I / Gj (z) 17-N I I 4 _ l __, B-2s.25,27. �F� � � n I ' � v � � w 5, rat, 0 I— JJ44— CL I+ Die 14, L7 e04164 _j PROJECT: 8829 16 . 4 4' 103 ENGINVEM INC .-CONSUL1NVO11! Ot EERS r1c"Jew.d. u'aw".0 10 70 so 50 40 w 90 10 (503) 297-773B 4 ItIIIIIIIIIII 11 Ifl,11 I I I I I I 1 111111 Jill NI)TE: I F THIS M ICROF I LMED 2 3 4 7 1:0 12 DRAWING IS LESS CLEAR THANii THIS NOTICE. 11 IS DUE TO THF QUALITY OF THE ORIGINAL - ----- DRAW I NG. 9 S OE 6C 6Z 1Z JL SZ 1rZ EZ ZZ 12 0z 6f 911 LI 91 91 t, EI I 11 01 a 9 L Ill I ill loll IIIIIIIII IIIIIIIII Ml('ROFkl,M SERVICE CO. Commercial Microfilming, Processing & Supplies APRIT.A 24 1991 Portland, OA. Seattle, WA. it 70 oo 50 40 30 20 10 0 I I 9 13 I 2 3 CABLE TELEVISION TERMINAL 'CTT' - - EMERGENCY BATTERY INVERTER - - ---- � -- -�-----_-- I CONTROL AIR h� -F�.P CONTROL. � .�, LE 0101 - --- -_- -- - __ __ 5/2-6/15Msu - C� ' ' F-3o D iD S F D A 2 B-241 LCI FN EWH-2 - �� - 4 Q D D 4 0 --� r I a UH-3 F� 4 Ips LJH-2 �FUTUPE ^/ SwITU-I-C=IEAf' I ° -I 1 - - - - - - - a D- ® T 7J ASU- 3 4 RFu 4 RF101h,5 U-2 . SLL--- 4 ASU-I \ � RF'u ' I 5F o c-16• - - a o GP G4NTR� r WP n F L WP MAIN DISTIZ113UTIOl J PA�JEL °� a 441REWAY (W W-1 WP WP W � 2 WP Wp 2 EliFLJTLJRE PHASE H r - - -- - - - - - - _.. - -- -� 4,-. �_u_I U c°v \ - - I I -_� - --- o cue 4 cup 4 I I W 0 o H ~ o � x4 Aqq L 6 W � OWER LIGHTING 8, P FLOOR PLAN LIGHTING & POWER FLOOR PLAN x �' MECHANICAL ROOM 2 MECHANICAL ROOM 200 r SCALE: 1/4 =1 0 SCALE: 1/4 =10 3 3 j - MAIN DISTHIBU71ON PANEL. / - MECHANICAL EQUIPMcNT SCHEDULE O DISTRIBUTION PANEL SCHEDULE INDUCTION IVOR EQUIPMENT SCHEDULE Q Name: MDP Bracing Amps: !4,000 Pnacei 3PHASE 4WIRE Bus Amps: 2,140 Voltagel 120 / 208 ------•-------------------------------•------------•-------------------------._---•-- f I l ------------------------------------------------------------------------------------------ ------ 6rnd -Cable- - S PACE ) SUB ) / 5 PACE Item HP Volts Pole Wire FLA NSA CBA VA/Pole DEF PIN 6 Conduit I MAIN I -Phrase Loads VA- -Circuit Breaker- Neut 6rnd -Cable- Item A B C Amptil Pule Frame trip ICA Hire Wire Sets P;N 6 Conduit _ -------'-----------------'------ ------"---------"----`--- --------'----------"-- -----------------------------..--------------------------------------------------------------------- ASU-16F 5.00 208 3 1 17 21 35 2,008 20 10 10 0.5 r NFUTURE PHASE 1 600 - 30K - _ _ ASU-IRF 1.50 206 3 1 6 7 10 687 7 12 12 0.5 - - - - - - - _ FUTURE PHASE - - - - 3 600 - 30K - - - - - - ASU-25F 3,00 208 3 1 ll 13 25 1,268 12 11 IO 0.5 ('}� PANEL 'F' 15,707 14,622 14,406 131 3 200 200 30K I 1 1 3i0 6 2.5 ASU-2RF 1,00 208 3 1 4 5 20 476 4.5 12 12 3.5 = WW-1 30,231 30,231 30,231 315 3 400 350 301, - 1 2 il0 3 ASO-35F 5.00 108 3 1 ll 11 35 2,009 2U 10 l0 0.5 �- -1 CU-1 21,432 12,432 21,432 234 3 400 150 3UK - 1 2 I it 4 2 ASU-3RF 1.50 208 3 1 6 r 20 687 7 12 12 0.5 PANEL I ASU-46F 5.00 108 3 1 17 13 ,5 1,008 20 10 10 0.5 I � SUB-MAIN 59,098 SU,704 50,194 49: 3 bud 600 3(K 1 1 J JIO I L.J I 1/4"C 'F' L- - -� PANEL "A' 12,473 10,781 10,963 130 3 100 200 dJK 1 1 1 3.0 6 2.5 EF-1 0.33 120 1 1 7 9 .^U 864 4 11 12 0.5 W W- I G U-I PANEL "B' 11,001 15,695 I0,859 150 3 200 200 30K 1 I ! S/0 6 2.5 I.F'1 0.33 120 1 1 1 4 20 864 v 12 12 J.5 PANEL "C' 14,921 9,128 10,812 ISS 3 200 200 30K 1 1 l 5/0 6 2.5 CDD ROI AIR 1.50 206 3 1 6 7 20 687 7 12 11 0.5 1 N'i6-1 1.50 208 3 I 6 1 20 bel 7 12 12 0.5 PANEL '1' 13,700 14,500 11,500 111 3 200 200 30K 1 1 1 3/0 6 2.5 4 PENTH0L15E SPACE - - - 3 200 - - - - - - - - HP-1 1.50 208 3 1 6 7 20 617 7 12 12 0.5 LEVEL -------------------,-------------------••----------------------------------------------------------- HP-2 1.50 201 3 1 6 T 20 617 7 12 12 0.5 - - - -_ ----------------------------------------------•_-----------------_.... U11-1 0.17- 120 1 t 4 6 20 529 5 12 12 0.5 TOTALS -- A 8 C UN-2 0.17 120 1 1 4 6 20 518 5 12 12 0.5 Q G HQ S E-CONCRET E _ MDP 127,469 117,919 117,265 Phase Loads VA UH-3 0.17 120 1 1 4 6 20 528 5 12 12 0.5 ��tt METER 1,062 983 977 Phasm loads Amperage CUM-1 0.17 120 1 1 4 6 20 528 5 12 12 0.5 - U_______________________________.______.________.-____.._..____________ AH-2 0.17 110 1 1 4 a 20 S2N 5 11 l2 0.5 SOCKET IM-3 0.17 120 1 1 4 6 20 528 5 I: 12 0.5 LLJ PANEL- PANEL PANEL PANE TO PAD q' 1B• 1��. 1DI 1 LOAD SUMMARY COMBINATION EQUIPMENT SCHEDULE �j c1q Z ------------------------------------------- Q -Phase Loads VA- -------------------------------------------------------•------------------------------------------- J Item A B C -Motor- Heater- Neu. 6rnd -Cable- a CSR ADE LF-VEL ------------------------------- Item Volts Pole HP FLA Natts Wire Wire DEF WSA CBA VA/Pole FAN 6 Conduitcr) CC ---------------------------------------------------------------------- .---- ----------------- a' 1I6H11N6 21,110 13,322 !4,648 C A � RECEPTACLE 16,900 15,400 14,400 CU-1 101 3 - 91.5 27,200 - 1 225.0 110 225 22,432 4/0 4 2.5 �I PLUSMOLD 3,100 1,500 2,40( - 4.1 900 REFRIGERATOR 0 1,500 0 - 4.1 900 REACH-IN COOLER 0 1,400 1,400 - 4.1 900 �j 0- TELEPHONE - 11400 0 0 CU-2 208 3 - 27.1 8,900 1 150.0 132 150 114w 110 6 2 FIRE ALARM 1,200 0 0 - 27.1 8,900 5 0 06 6 INTERCOM --- - 11200 0 - 5.0 740 (D TELEVISION ONE LINE POWER RISER DIAGRAM CLOCK 0 0 500 = 5.0 740 CABLE TELEVISION 0 0 500 5.0 140 � Z 1201208 VQLT 30 4W VENDING MACHINE 14000 0 1,000 CU-3 208 3 - 56.4 17,800 - 1 150.0 141 150 15,248 1+'0 6 � � F-- EI ORICA WATER HEATER 61000 6,000 6,000 - 5.0 740 EXHAUST FANS 0 864 864 - 5.0 740 UNIT HEATERS 3,168 0 U - 5.0 740 �1 p FAN CONTROL 750 TSO 0 EWH-I 106 3 - - 9,000 - 1 30.0 31 40 3,000 6 10 1 AIR-SUPPLVANITS 9,142 9,142 9,142 EWH-2 209 3 - 9,000 - 1 30.0 31 40 3,000 8 10 1 NEAT PUMPS 1,374 1,374 1,374 HWB . 687 687 687 CONTROL AIR 687 617 667 CONDENSING UNITS 32,663 x,,663 52,66' SPARE 1,500 S,d00 3,500 SPACE 5,187 51500 1,500 ------_-- -- ------- -------------------------------------- iOTALS �- VA A B c PRC�J ECT: 882916. 5 + Load Summary 127,468 117,989 117,265 ► LINE CURRENT - AMPS 1,062 963 977 ENC.1NEErIfN(7,INC+CONSULT1 I 6NC71NEEFIN Fac-W"M�1. Orry..Y' !o 70 60 50 40 30 20 (5073) 397-7738 F E.81"11 ..1.. I'd(]„ (-; �r ..rrr CI.q f:�l: %1* ~ -sac, .�.... .� .�.........r..- 1. Gi I I ► [ 1 I [ 1 I 1111 111 11! III III 1' . 111 II III III III 11,` II! 111 III III III 11r II�IIII :IIIt11 [111111 1111111 illl[II [Itlll[ :I[Illtlil[IIII il[111[111:I:lil:l;1[r:l:l:Iii: � ; � 11111111111111 1 � 1 1 I � I I I � I I I � I I I � I I � I � I I ,I 1 2 3 4 5 6 7 8 9 _ I 0 -I-I Y-- 1 2 y NOTE: I F TH IS M ICROF I LME U DRAWIN(, IS LESS CLEAR THAN THIS NOTICE, I7 [S DUE TO + 17 TNF QUALITY OF THE ORIGINAL _ J I DRAWING. - -- - - OE 62 82 12 97. SZ V? E2 22 12 02 61 131 L I 91 GI tp l E I 01 11 01 6 6 l 9 S t? E 2 I ,►illlll[In1111111111:c1::u11n11:u[1un111111111111[ILII[Iilllnllni�ntluuliulll111111111111111111111111illllll�111111111111111111�11111111111111►IIiIII1111111111111111111�111111111111111111111►;I�111111uu111111111111111[IIIIIIIIIIIIhIWllIll11111�IlIIliIIlUllllllll�llllllll!�lWlll MIChOVILM SERVICE, CO. 24 Commercial Mlcrof[Iming, processing 81 Supplles APR_iP_A 1991 Portland OR. Seattle, WA. s0 70 so 60 40 1140 20 10 0 PANEL SCHEDULE PANt1. SCHEDULE _ Nail: P64 'A' Voltage: 120 1208 Main Breakers NONE Phase. 3PHASE 61RE Nares PANEL 'D' voltages 120 /108 Main Bleaker: NONE Phasts 3PHASE 4NIRE Job No.I 1129 bus Arpst 2.5 Lugs: SLS Jib No.1 8829 Suu Aspst 225 Lugst YES ---------------------------------------.------------------------------------•.--- .-------... _ --------------- _ 1 ST DUPLEX RECEPTACLE HORIZONTALLY I TOE A NET ____ INSTALL EX ACLE EI Z N SP Cti UH' �.AHIN Ckt -Phase Loads VA- :Ckt -Phara Loads VA- Mot Iter CBA Pole APh•Se Loads VA- :Not Iter CBA Pnle pPhase•Load+ VA- VERIFY EXACT LOCATION WITH THE ARCHITECT PRIOR TO ROUGH IN. elms No. Iter CIA Pole A 6 C 1No. Iles C6A Pole A 8 C _ C ------------------------------------- -----------------«----------------- - ---,-------- -- _--- ------------- 2 . TELEPHONE OUTLET TO BE INCLUDED IN BASIC BID. DELETE IN ALTERNATE 'i 7,.0 C3 I LI6HTlN6 20 I l 426 + 1 ll6NTIN6 :0 l 1 416 ---•--------•---.._.._..-------------------------------• ------------ ------------------._-------- + + 1 RECEPTACLE 20 l 1,200 + 2 RECEPTACLE 20 1 1,200 NUMBER 1 . 3 l[BOTIN6 20 1 1,216 / ll6NTIN6 20 1 1,140 3 RECEPTACLE 10 i 1,200 : / RECEPTACLE 20 l 1,200 N 3 LIGNTI16 20 1 1,140 1 6 LIGHTIN6 20 1 1,216 5 RECEPTAp.i 20 1 900 : 6 PLUGMOLD 20 1 1,200 3. PROVIDE MULTI-OUTLET MULTI-CIRCUIT ASSEMBLY WITH 15 AMP ISOLATED � v fs `4d6' 7 ll6NTIN6 20 1 1,216 + 6 1.16HTiN6 20 1 1,131 1 RECEPTt',CLE 10 t 900 + B PLUSMOLD 20 t 600 GROUND SINGLE RECEPTACLES ON 18 INCH CENTERS. WIREMOLD 2200 . ��� ,, \N� 9 LIBNTIN6 20 l 888 : 10 LIGHTING 20 l 1,136 9 RECEPTACLE 20 1 1,200 10 RECEPTACLE 10 1 800 LENGTH AS SHOWN ON THE DRAWINGS. ALTERNATE BRANCH CIRCUITS WITH FES` 11 U6HTIN6 ?0 1 456 : 12 L:6iITIN6 20 1 1,500 11 RECEPTACLE 20 1 900 : 12 RECEPTACLE 20 1 600 EACH RECEPTACLE. INSTALL ABOVE BASE . 13 LIBHTIN6 20 1 1,216 + 14 L16HTIN6 10 1 912 13 RECEPTACLE 20 I 1,000 + 14 PLUGMOLU 20 1 $,300 15 116NTIN6 20 1 736 : 16 116HTIN6 20 1 1,064 15 REFRI6EkATUR 20 l 1,500 16 PlU6MULD 10 1 l 300 4 . MECHANICAL EQUIPMENT CONNECTION . COORDINATE EXACT LOCATION AND 17 L16N1IN6 20 1 1,064 : 16 LIGHTING 20 1 986 ;7 VENDIN6 MACHINF, 20 1 1,000 : 18 RECEPTACLE 20 t 1,1o0 EQUIPMENT' CONNECTION REQUIREMENTS WITH THE MECHANICAL CONTRACTOR 19 LIGHTING 10 1 1,064 + 20 L16HUN6 20 1 1,064 PRIOR TO ROUGH-IN. SEE MECHANICAL EQUIPMENT SCHEDULE AND PANEL l9 VENDING MACHINE 20 1 1,01.0 + 20 RECEPTACLE .,0 1 1,200 21 LIGHTING 20 1 912 1 12 CITROL AIR 20 687 21 RECEPTACLE 10 1 900 : 22 REACH-IN COOLER 20 1 1,40U SCHEDULE FOR BRANCH CIRCUITING REQUIREMENTS. 23 LIOT106 20 1 912 1 24 WNTkO� AIF 687 23 RECEPTACLE 20 1 900 : 14 REACH-IN COOLER 20 1 1,400 1 25 L18NTIN6 20 1 226 + 26 I, IRDL AIF 681 25 RECEPTACLE 20 1 1,200 + 26 TELEPHONE 10 l 1,40 5. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATION OF .ILL 27 SPARE 20 1 500 : 21 MACE 20 l 500 27 RECEPTACLE 20 1 1,i..)0 1 26 RECEPTACLE 10 1 1,200 DEVICES. 1 29 SPAkE 20 1 500 1 30 !FACE 10 1 500 29 CAKE TELEVISION 20 1 500 : 30 RECEPTACLE 20 l 900 31 SNARE 21 1 500 a 32 SPACE 20 1 500 31 FIRE ALARM 20 1 1,2(0 + 32 SPACE 20 t 500 6 . PROVIDE BARE COPPER GROUND CABLE FOR TELEPHONE EQUIPMENT. PIG- � 33 SPOE 20 1 5(0 1 34 SPACE 20 1 50U 33 INTERCOM 10 1 1,100 1 34 SPACE 20 l 500 TAIL AND COIL SIX FEET. ROUTE TO MAIN I^I:iTRIBUTION PANEL GROUND. o 35 SPARE 20 1 500 1 36 SPACE 20 1 1000 35 CLOCK PROGRAM 20 1 500 1 36 SPACE 10 1 500 , (� v 37 SP610E 20 ► 500 + 36 SPACE 20 1 500 7 . PROVIDE 4 FT. BY 8 FT. BY 3/4 INCH PLYiAOOD BACK--BOARD FOR 31 SPARE 20 1 500 + 38 SPACE �0 1 500 31 SPACE 20 1 500 1 40 SPACE :0 1 500 39 SPARE 20 1 500 1 40 SPACE 20 1 50.) TELEPHONE EQUIPMENT. INSTALL 8 FT. WID... ,� W a 41 SPACE 10 1 500 : 42 SPACE 10 1 500 41 SPARE 20 1 $00 142 BPALE 20 I 500 --------------------------------------------------------------------------------------------------------------- ---------------------•- --------------------------------------------------------------------------------------- 8. SECONDARY SERVICE CONDUIT CHASE. � M zU A B C A 8 C 9 . EQUIPMENT AND CONNECTIONS TO BE INCLUDED IN BASE BID AND INSTALLED Z TOTALS -- PAWL 12,473 10,761 10,963 Phase Loads VA TOTALS -- PANEL 13,700 14,500 11,500 ?hast Loads VA ON ROOF. o 104 90 91 Phase Loads line Current llq til 96 Phase Loads l.,te Currfrit F � Cv --------------------------------------------------------------------------- -------------------------------- --- ---------------------------------------- 10 . EQUIPMENT AND CONNECTION TO BE INSTALLED AT GRADE LEVEL UNDER WORK WITH BASE BID, AND INSTALLED AT ROOF LEVEL 'IF ALTERNATE NUMBER 1 a o IS ACCEPTED. PANEL SCHEDULE00 PANEL SCHEDULE 0 Nares PANEL 'B° Voltages 120 1208 Main Breakers NONE Phases 3PHASE 4MIRE Naret PANEL 'F' Voltagt: 11 . ONNECT TWO OUTS IDN: LAMPS ON EMERGENCY SCURCE. a 0 120 l2U8 Main Breakers NONE Phases ,,PHASE 4M1RE Job No.. eat" Bus Asps: 125 Lugcs YES Job NO.t 862Q Bus Aepst 225 Lugst YES --------------------------•----_.----------------------------------------------------------------------------------------------------------------- 12 . ROUTE THROUGH OUTDOOR LIGHTING CONTACTOR. SEE OUTDOOR LIGHTING Ckt Phase Loads VA- ;Ckt -Phase Lo4ds VA- Cit Phase loads VA- licit -Phase loads VA- CONTROL DIAGRAM.6. ; s~ [tte CIA Pal A p C .No. Itis CBA Pal! A B C M. [ttr CIA Pole A B C 1No. Iter CBA Pole A 8 C o 2 -1 RECEPTACLE-------- 20 l 1,11x0-_-- -----------+--1 RECEPTACLE-------- -- t---------------w----- --------------- --- ---------------------------------«----..-------------------------------------------------- 13. ROUTE THROUGH EMERGENCY BATTERY INVERTER. PROVIDE 20 AMP iPOLE R� a 1 UN-2,CUN-2 20 1 1,051 + 2 UH-3, CUN-3 20 1 1,056 12+0 VOLT BRAICH CIRCUITS AS SHOWN. 2 3 RECEPTACLE M I 900 1 4 RECEPTACLE 20 1 900 3 HNb-1 20 3 687 1 4 IIP-1 20 3 687 5 RECEPTACLE 21 1 1,200 1 6 RECEPTACLE 20 1 900 5 NNB-I 687 ; 6 HP-1 687 14 . DETECTOR S:31,'UL BE CEILING MOUNTED ON DROPPED CEILING. 1 RECEPTACLE 20 l 900 it 8 RECEPTACLE 20 1 900 7 IINb-1 681 t e HP-1 681 rJ Cv 9 RECEPTACLE 20 1 1,100 1 10 RECEPTACLE 20 1 1,290 9 ENN-2 40 3 3,000 1 10 HP-2 20 3 687 15 SEMI-FLUSH FIRE ALARM PANEL. ` o 11 RECEPTACLE 20 l 1,200 1 12 RECEPTACLE 20 l 1,200 11 ENO-2 3,000 1 11 HP-1 687 (>� 13 RECEPTACLE 20 1 1,500 + 14 RECEPTACLE 20 1 1,100 13 ENH-2 3+000 + 14 HP-2 687 16. SEMI-FLUSE CLOCK PROGRAM PANEL. T 15 RECEPTACLE 26 1 1,000 : 16 RECEPTACLE 10 1 1,260 15 ASLI-26F 25 3 1,268 1 16 EF-2 20 1 864 V H 17 RECEPTACLE 20 t 1,200 I 1B RECEPTACLE 20 1 1 200 I 17 . PROVIDE WIRE GUARD. + � , 17 AfiU-1oF 1,268 , l8 ASU-46F 33 3 2,008 � H c 19 RU,'EPTACLE 20 1 11200 + 20 '�CEPTACLE 20 1 1,200 19 ASU-26F 11,268 + 20 ASU-4SF 2,008 21 NWTACIF 10 1 510 122 RECEPTACLE 20 1 900 21 ASL'-2RF 20 3 476 1 21 ASU-46F 2,008 18. PROVIDE MULTI-OUTLET MULTI-CIRCUIT ASSEMBLY WITH 15 AMP SINGLE x °� 23 PLUBlIOLD 20 1 1,200 : 24 RECEPTACLE 20 1 1,200 23 ASU-2RF 476 1 24 ASU-3SF 35 3 2,008 RECEPTACLES ON 18 INCH CENTERS. WIREMOLD 2200 . LENGTH AS MWN 25 PLOWD 20 1 11200 + 26 ABU-ISF 35 3 7,006 25 ASU-2RF 476 + 26 ABU-3P; 21008 ON THE DRAWINGS. ALTERNATE BRANCH CIRCUITS WITH EACH RECEPTACLE. +J 27 PLU68OLD 20 1 1,200 1 28 AS()-ISF 2,006 27 ASU-3RF 20 3 687 : 26 ASU-3SF 1,UU8 k 29 EF-1 20 1 864 1 30 ASU-ISF 2,1108 29 ASU-3AF ,y87 ; 19. PROVIDE ONE ( 1 ) FOUR (4 ) INCH UNDERGROUND PVC SCHEDULE 40 CONDUIT a 30 RECEPTACLE 10 1 900 31 wl 40 3 30000 + 32 ACJ-IRF 20 3 687 31 ASU-3RF 667 t 32 RECEPTACLE 20 1 900 WITH RGS OFFSETS AND ELLS FOR POWER COMPANY PRIMARY CABLES; 36 33 EMM-1 3,000 1 34 ASU-IRF 667 33 FAP CONTROL 20 1 750 1 34 SPARE 20 1 500 INCHES BELOW GRADE . INSTALL AND TERMINATE BOTH ENDS PER POWER 35 EMM-1 3,000 : 36 ASU-IRF 41p 35 SPACE 20 1 500 1 36 SPARE 20 1 500 COMPANY SPECIFICATIONS. 37 UM-1, CUH-1 20 1 1,056 + 38 FCP CONIBW. 20 1 750 37 SPACE 20 1 687 + 36 5,0ARE 20 1 500 20 . PROVIDE PRIMARY PULL'NG VAULT PER PORTLAND GENERAL ELECTRIC 39 SPARE 20 1 500 1 40 SPAR[ 20 1 500 39 SPACE 20 1 500 1 40 SP►RE 20 1 500 COMPANY SPECIFICATIONS. INSTALL FLUSH WITH FINISH GRADE. UTILITY 41 SPARE 20 1 500 : 42 SPARE 20 1 310 41 SPACE c 3 ----------------------------------------------------------- ------ -------------------------`-------------------- 300-1 -- -PAC --------------o----t---------------------500 COMPANY NUMBER 506LA. -------------------------------------------------------------------- ------------------------------------------------------------------- A B L' A B C 21 . PROVIDE ONE ( 1 ) F0JR (4 ) INCH UNDERGROUND PVC SCHEDULE 40 CONDUIT 3 • TOTALS -- PANEL 16,001 15,615 16,859 Phase loads VA TOTALS -- PANEL 15,101 14,622 14,408 Phase Lo:ds VA WITH RGS OFFSETS AND ELLS FOR TELEPHONE COMPANY CABLES, INSTALL AND TERMINATE BOTH ENT;a PER TELEPHONE COMPANYSPECIFICATIONS. 150 131 140 Phase Loads line Current 131 122 120 Phase loads Line C:xrint _.--------------------------•-------_..----------------------------------------- ---------------------------------------------------------•-------------------- 22 . PROVIDE CONCRETE TRANSFORMER PAD WITH GROUND MESH, PRIMARY AND 0 SECONDARY CONDUIT OPENINGS. INSTALL PER UTILITY COMPANY PANEL SCHEDULE SPECIFICATIONS. Nast: PANEL 'C' Voltage: 120 206 Main Breakers Nnt:E Fhaset 3PHA,IE ONIRE 1.1� Job No.: 8329 Bus Arps: 125 Lugs: 1'E3 23 . PROVIDE TWO ( 2) FOUR (4 ) INCH UNDERGROUND PVC SCHEDULE 40 CONDUIT ----------------------------------------------------•--;-------------------------------------- ------------- -- WITH RGS OFFSETS AND ELLS FOR FUTURE PHASE FEEDER CABLES. rte, Ckt -Phase loads VA- .Ckt -Phase Loads VA- TERMINATE 24 INCHES BELOW FINISH GRADE, OAP CONDUIT WITH METAL v1 No, Item CBA Poie A b C 1NO. Item CBA Pole A 6 C CAP. TERMINATE IN MAIN SERVICE SECTION OF THE MAIN DISTRIBUTION ------------------------------------------------------,r------------------------------------------------------ PANEL. I LIGHTING 4" 10 1 1,438 ► 2 LIGHTING (ALT-1) 20 1 1,012 3 LIGHTING 1 20 1 1,216 .1 4 LIGHTING (ALT-1) 20 1 1,216 24. }PROVIDE TWO ( 2) 1 . 25 INCH CONDUITS FOR FUTURE PHASE FIRE ALARM 5 LIBNTIN6 ikk 21 1 1,0621 6 LIGHTING (ALT-1) 20 1 1,000 CABLES. TERMINATE 6 INCHES ABOVE FINISH FLOOR OF MECHANICAL ROOM 7 LIBNTIN8 20 1 1,404 , 0 LIGHTING 20 l 750 AND CAP. TERMINATE IN FIRE ALARM PANEL . 9 WONTING 20 1 1,011 .( 40 LISHTIN6 20 1 304 11 LIBHTIN6 20 1 l+248 1 12 LIGHTING 20 1 1,200 25, PROVIDE TWO ( 2) 1 . 25 INCH CONDUITS FOR FUTURE PHASE INTERCOM 13 LI60TIN6 20 1 1,248 + 14 1.160I1116 20 1 1,430 CABLES. TERMINATE 6 INCHES ABOVE FINISH FLOOR OF MECHANICAL ROOM 15 LIBMTING 20 t 614 1 16 LIPTIN6 20 1 634 AND CAP. TERMINATE IN INTERCOM PANEL. 4 17 L16HTINS 20 1 624 : l8 !*TING 10 1 990 19 LIBHTIN6 ENERB. 45 1 3,652 + 20ILWING 20 # 990 26. PROVIDE TOO (2) 1 . 25 INCH CONDUITS FOR FUTURE PHASE CLOCK PROGRAM 4 W 21 LI6HTIN8 20 t 1,092 22 SPME 20 1 500 CABLES TERMINATE 6 INCHES ABOVE FINISH FLUOR OF MECHANICAL ROOM 23 ll6NTIN6 20 1 1,241 : 24 SPNK 20 1 500 AND CAP. TERMINATE IN CLOCK PROGRAM PANEL. 25 SPARE 20 1 S0 + 26 SPARE 20 1 500 27 SPARE 20 1 500 : 28 SPARE 10 1 50 27 , PROVIDE FIVE (5) FOUR (4 ) INCH UNDERGROUND PVC SCHEDULE 40 CONDUIT 19 SPACE 20 1 500 130 $PACE 20 1 500 WITH RGS OFFSETS AND ELLS FOR POWER COMPANY SECONDARY CABLES; 36 31 SPACE 20 1 500 + 32 SPACE 20 1 500 INCHES BELOW GRADE. INSTALL AND TERMINATE BOTH ENDS PER POWEN 33 SPACE 20 1 500 : 34 SPACE. 20 1 500 COMPANY SPECIFICATIONS. ' 35 SPACE 20 1 500 1 36 SPACE 20 1 500 • 37 SPACE 10 1 500 + 31 SPACE 20 1 300 28. SAME AS NOTE 24 EXCEPT STUB OUT INTO ACCESSIBLE CEILING SPACE OF 39 SPACE 20 1 500 1 40 SPACE 20 1 500 OFFICE. Cv _ _ Ili SPACE 20 1 --- 1 42 SPACE 1 Soo 29. SAME AS NOTE 25 EXCEPT STUB OUT INTO ACCESSIBLE CEILING SPACE OF E., --------------------------------------------------------------------------------------------------------- --- OFFICIO,. . V A I C [� � co TOTALS -- PANEL 14,924 4,721 10,872 Phase Loads VA 30. SAME AS NOTE 26 EXCEPT STUB OUT INTO ACCESSIBLE CEILING SPACE OF 124 W 91 Phase Loads Line Current OFFICE. C-� w -................-_---------------------__....__________________________ 31 . ROUTE IN SAME TRENCH WITH THE WATER MAIN. COORDINATE INSTBILLATION WITH THE MECHANICAL CONTRACTOR. "V p 32. ALLOW FOR TEN ( 10 ) FEET CLEAR FROM CORNER OF FUTURE CONSTRUCTION ,� V 6 AND UNDERGROUND PRIMARY FEEDER. 5 33. PROTIDE PROGRAMMABLE TIME CONTROL. THE CONTROLLER SHALL BE SOLID C STA'.'E 356 DAY TIME--OF-DAY BASED CONTROL, ANLL SHALL HAVE TES �^I CATAEI L I T'. OF 13E I NG PRCN3RAMMED EACH DAY OF THE WEEK. PARAGON +, ErjT2-120 . INSTALL ADJACENT TO PANEL "F" . 34 . PROVIDE CONTACTOR WITH CONTACTS AS SHOWN IN NEMA 1 ENCLOSURE. 12, q 4 VOLT COIL, 20 AMP ELECTRICALLY HELD CONTACTS. SQUARE D COMPANY QI � CLASS 8903 OR APPROVED. INSTALL ADJACENT TO PANEL "F" . 35 I';:.TALL DETECTOR IN ENVIRONMENTAL AIR PLENUM, AND REMOTE LED FI-USi IN CEILING VISIIILE FROM ROOM. £��41t'v 1 3�. �NT�TO1e 5HAl-,1. CoN)rl,FTE i1 1�HINe d e,Ac�amu. AT F1c15T I'I.r4YFlkI.C� iN �� y'JOF:�iNG I�'�, PROJECT : 8829 1 6 ENCi1NEERINC3,INC/CON A.TING ENOINEERB fi F�'ol�e,x�. Ck�per. .:? :?:I. ?�:a�. d0 5040 30 _ 09/21/88 20 ' to 0503) 297-773E3 4�5; C117 471; flwSw ...Yf,r11�YV,,,w,-•..��w,w ...._... +.w,,w.r _ �I,w�,PON% ., w.•,r ,...w�. �r•.;: .. .,.. 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