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13701-13727 SW PACIFIC HIGHWAY i PROJECT M(;k, jOH CAP(AIN r VIII i r L.,. Cf1E,r;KtO fFr(; General Notes ' v� >� I)RAWN F'�.li I? I . All construction to comp,y with 1985 Oregon Revised UBC and Local "� , � �✓` Codes. DAIF_ 2. Contractor to verify all dimensi( 1s and notify Architect of any ; ,'' ► .S Q o ! ,1�,.. �v discrepancies . p DRIVEWAY PAkALLEL TU PROPERTY LINE 3 . ,T ne Contractor is responsible to che: k the plans and is to notify the Architect of any errors or omissions prior to the start of — - - - — -- -- ---- - - --- — - X'' v' construction. e (J 4. Written dimensions have precedence over scaled dimensions . Do not. scale the drawings . c /� --__ -- 1-_ , -- - - -- - ( },� - GEF115 - kE l�, 5. All wood in contact with masonry to be pressure treated. I \ !— 11-- 15 89 6. Provide solid Mocking under all beam ends. / • // 10-0'R — \ �y'`� ( �. GENERA RF /� 7 . Use polyurethane sealant in all sealant joints. �� iQ 1 -1 - 2'-C'R 2 8 89 © \_ cB. 10'-04R \� � 1 tU / RETAINING- :,,� _ \\ \ \ID Q�NUE ° '% Q WALL #_t — -- ti� I a J 2'-01R 9 rYr " - 6'-V HIGH CHAIN LINK IN, - L �.- ,�- 'n --_-0 ,' FENCE W/ WOOD SLATS `- - ' 3 4' 0' AND DOUBLE GATE 21/63' 7)UMPSTER -- - S 1 - _ - _= ��• - — _ _ / LOCATICVJ - 2'-O'R -�� �9�9' 18b3i �+ DS - 19.29' (� IQ —•___ I_— D8 9'e. CP 2'-OR ti / \ Q 1�• ` J _ ` NEWLY DEDICATED R.O.W. LINE , r B�U L D NCS C 3 ----- - \ / UJ � J I _ 4,125 SQ. FT.gT�s AT 9_m. / FIN. F - � LR. ELEVATION - 260.5 I I / 19.801 ' �s< I wL LU BU I L D I NCS B 2'-O'R W 1=1N. FLR. ELEVATION = 26ra.0:' _ _-_- ,tee.. / 21.h 3' 4 \ / '-- i 10 8TSICsNAGE / LANDSCAPE ISLAND - TYP. E 2'-0'R 2'-6R / EMPLOYEE SERVICE / ACCESS ONLY f 2'.06R 9 � / 24.13' / -- AP RAPET 3-0R4-O 8-ORi I I - b / 1 I e, \ % 1 /� ,W,..c. ( architects pc i 2-0'R 0, EACj4 li BTA�.B AT 9' nll . 51 'R C, " P S _ y � �. 123 NW SECOND AVENUE 2"'_O� - \ ,W % / '� Cb PORTLAND. OREGON 97209 / I 16 STALLB AT 9'.@•E,q - —_ --- 'r` --- 31 V01- �W / PHONE: 503-228-6444 BIKE RACK \ TA.P41�APtT / \ FOR I BIKES ' (4) ROOF MOUNTED — TAPARAPET W *,� ' I ATE OOF UP / a BLLB AT D ETAg�_ -- a''0 ' I L IGHTS / / DUMPSTER I ' LOCATION 1 Q 0 F U I L D I NG A 0 FIN. FLR. 1=LEVATION 262.5' ROOF HATCH I A � 11,550 5Q. FT. I / ---fi>sPARAP� -- 6'-0' H160 CHA:N LINK DS FENCE W1 WOOD 5LAT5 AND GATE SITE PLAN J ----- A — --- --- - PARKING, DAT,; SITE AREA5 i STANDARD PARKING STALLS 87 SITE AREA 93,853/6 SQ FT //� COMPACT PARKING STALLS 5 BUILDING AREA 22,275 SQ FT ��T (� (� //�� HANDICAP PAWING STALLS 2 LANDSCAPE✓ AREA 11,011.48 SQ. FT. LC� u 1 -„1�1� �l I 1 / 1� kk = 20',-0' t. ' 4a TOTAL 94 PROJECT NO. 189086 D 2o' 6 m ------- NOTE: ROOF ELEVATIONS ASSUME A TOP CF SHEET SLAB ELEVATION OF 0.0'. STALLS / SQ. FT. R4TIO 42 : 1000 SF EL_E ✓AT!ONS ARE FROM TOP OF SLAB TO TOP OF ROOF SHEATHING U.N.C. F 1 p'I�I11�`IIII 11111'11 1111111 1' III 1111111 1111111 Illlll) (,) ti l l II '1 1 1 1 1 1 111 I I ► I III ,I Ill I I I I 1 III I I III I I III I I Jill ill Jill i III i 1 III 11 I111III111111 I 1 1) 1 III II NOTE: IF THIS MI(:ROF I LMED �-- ( 2 -------3.— .0- 4 5 • 6 _ 7 8 9 I o I I 12 . DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE (,QUALITY OF THE ORIGINAL DRAW ING. 9Z LZ 9Z SZ fZ EZ ZZ 12 OIIZ 51 81 L I 91 51 1011 E I 21 11 01 6 9 L 9 5 b _ E !Z 1 6111111111111 till 1111111III1111u1I111t111U1111111111!IIq�11111111111i1111IN�tlllllUIIIIIIINIIIIIIIt!11111II1i111111lUI111111111�1111{!'�1111111111111111II11111HIIIInlllnll1111111�1uu1n1111111N111111J1/611Z1�llllnlllllllllllluuluulllll�fJ�ll�uluulnu�llllullllllnllllwlllll DECEMBEh 19 1991 , PROJECT MGR. fE r 10r\l J 1 , 12 13 ; .�. 1 � JOfj CAPTAIN PLH - (14) BAYS AT,lb'-O' • 2Ilsa'•m' - - --- _ - --- ----- ---___ _ - - r--_---- / CHECKED.- - TE G - c w - - - R8 DRAMPLf CC'NC. 81DLWALK 1,�^ I I - —. r p , 1 r - - - - - - -'_- - - - � � -----i--- -- t �`-- ------ ATC-- ..__ �- 8 - r - - - - C Ak30VE _ D 89 -"�y- - - — _ I' .'T •tom j- - r - ZL, I �OA A103 y _/ RIONS OS 1®I AIU'2 I 1 AID4 I AADS --Alr�b -- .p - ---f A107 r. , c \ --L INE OF SLOPING GONG. iU I � � &IT ~ -- ------ --- -� I'-0')AT SLAB PERIM'"TER A-1 GENERAL REVS 11-15-89 P. GENERAL REVS I 7 12-18-89 I i I A109 I II ' 0 1 I I I -- - - - - - __ __ _� I FIN. FLR- ELEVATION ■ 262.5' I I I I (l) HIR. RATED WALL I I CONSTRUCTION ----- I . COORDINATE ROOF HATCH LOCATION W/ BtRUCTURAL DRAWING=S — SHEAR WALL. - SEE STRUCTURAL �— ROOF ACCESS LADDER I I I WITH WATCH ABOVEIQ � — - A9 I c� I - luu s 3'-4' 9 I LL ELECTRCAL ROOM ab i A 108 DS LL � DS rz-- FLOOR PLA[ -� BLDG A UL 16 17 22 23 - - -. — -------------�---------' ------ (8) BAYS AT 15'-0' . 120'-0' - RETAINING WALL - SEE CIVIL DRAWINGS � 81M. '�, 05 Do I mrs arch)tecta pc BIOS oc 18102 I 18103 , -IL'3'G?d I 18105 I 106 I "-`I B10"1 I IB108 I I 41i] 123 NW SECOND AVENUE PORTLAND, OREGON 97209 PHONE: 503-228-6444 I I - _. - - - - L- - - 1-------- - - - - J - - - - - - - I I � (! I I R\ I � I !_INE OF OPEN � r I I OVERHEAD DOOR 1 ABOVE - TYI? 0 `d1 I FIN; FLR. ELE`' TION • 2fvlo' I i I I ! I I a I i � I1I I r- - - - - - _ -v r- - - - - - - - - - - - • I - - - - - - - - - _- - - - - - - - - - - - - - i I I I I i - � i - - FI.QOR PLANS- --- BUILDINGS _A &_B _ I I 1 8115 I 18114 I -- 8113 5112 l- i 8 `( V � -_ - - - -- - - �. - •_ _ B11 I 1 I _ I p PROJECT NO. 189086 FLOOR PLAN� • • • • � - CONC. APRON SHEET BLL•DG E3 OF tt „ 1 ` Omur- I '1 1 1 1 1 I I I �' I 1 I ( I ( ! 1 P 1 11111111111 .1111 111=11111111111illlllll�lllllllllllllllilllll1111111111iillllillllllllllllllillllilllil I R _ NO1E: IF THIS MICROFILMED � 2 3 4 5 7 8 9 IIO 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO FHF QUALITY OF THE ORIGINAL DRAWING. OE 62 9,7 L7 92 s21 tiz Ez zz Iz OZ 61 91 LI 91 %1-- *1 cI ZI 11 01 -6 9 L 9 -- s - 1r-- E z 1"•"" Tl .) Tllt�JCEMBE R, 1; 9 . ,H11111111111 111111111 111111111 111111111 11111111) 111111111 I1111NH 1U�Ilu1 N1111111 Illlllllilllu'11111N1111111 11. 1111 111111 II1t1i111iI11111U1 1711!1111111nInu1111Uunllullnu�uulwl�l��l>�Uu111I111111 1111I11P11n1111w1i1lWnulllullluCll!!!Ill11I111111tII�lWI1111 a 1991 I rPROJECT MGR. TE , 6 2 8 Ojo I 0 J09 CAPTAIN - PLH Oft --- Im-1'-¢ CHECKED TEC (6) DAYS AT lb'-O' ■ 90'-0' DRAWN PLH -- _DATE_- - -9-$-89 n I I ! I OF HPASIONS '• i e I 01 GENERAL REVS I 11-15--89 _ I GENERAL REVS I Q 12-18- 89 y � i B FIN. FLR ELEVATION 2610 I 0 LINE OF OPEN - - OVERHEAD DOOR i I / ABOVE - TYP. - -- -- -- -- - - - - '- - r - - - - - - - - -- -- -. - - --' - - - - --- - - - - - - - - /�, r - - - - - - - -- - - - - - - - - - - - - - - - - , FEE l I I I I I Z'-0' 47' - 2'-0' I , I A8 TYP. I I I I I � 'C104 f G103 �'� I C102 l -- G101 --- JF I z LIU - GONC:. APRON I u-ji GAJ -P FLOOR PLAN Q r,? SErC�1 architects FC 123 NW SECOND AVENUE PORTLAND, OREGON 97209 PHONE: 503-228-6444 T f ti FLOOR PLANS PUILDING C I a PROJECT N0. 189086 SHEET I'r-l�lT T 3 rll(')., 1_l�1F1 a1a- �; r7F' 1 F_ OF mom I I I 1 1 ( 1 ( 1 I I I I 1 1' 1 1 1 1 ` ( 1 '1 I 1 1 1 1 I I I (11 III I 1111 I L I I II :4 I I I ( I I I I 1 1 1 IP.I + 1 1 1 1 ( 1 ' f I I I I I � 1 1 1 1 11 1 1 � 1 1 � � 1 1 I ,) I III ( I I I S 111'11�1111111IIIII1111111III,�I111+1I1+1111111III11111I111IIIlIIIlII1 I 2 3 4 5 6 7 8 9 10 II 12 . NOTE: IF THIS MICROFILMED — DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Otr 6Z 92 L2 92 S2 ti2 u Z2 IZ OZ 6t 91 LI 91 SI bl F1 21 II 01 6 9 t 9 S tl C • .r DTCEMBETm 19 . �� i�!IIIIIIIn111unI1ullnulnlllnnlUIN11111HIl�if/�IIII�IIId�r�I�tln���I��1au11tII�NIIInuH1�IIItIIUIIIIIItIlulllit�llultlll�iltllllll�Iu1111n1►Iu1llllllllllllll�lull�IllI�IIII�1NIlUII�I111�gU1!�tllulllllnllllllnllllu111111�11i.'llll�llllllllltJlll�IIIIIIIIIIIItI�l1.U1ut1 , 1991 PROJECT MISR. TEC JOB CAPTAIN PLH CHECKED TEC 1 J 1 DRAWNPLA DATE 9-8-89 Al Al Al SYNTHETIC PLASTER FIN18H I SIM. Sim. _ _ — OVER G OVER 2'RIGID INGUL. PWFINISi-tEL sAI GAP FLASHING / P'1 COLOR DESIGNATION - &=-E 8 N EVTYP- RE V1SlONS wCK-V fz1 R-A IIDAL LINE OF � -- vEFri' REVEAL - FRAME - SEE STRUCTURAL ROOF BEYOND Typ TOP � PI TYP. GENERAL REV'. PLATE- _ 11-15-89 1 - ------- - - __ - ------ ---_ ._ _ - - - - - - - _ _ - - - - - - - - - - - - - - - -_ - - - _. - - -- - - - - _ _ - - - - - - - - - -_ . _ - - - - - - - �- - __ _. _ - ._—_ _ ------ _ ------- ------ - - - -- - -=_ - - - - - . ._ - - -- - - -- - - -- - - - - - CVS r �_..._---� Al �. ` _ - ' � n- t �.-.�-.. ,�� - 2 12N18A89R- , IS ® E r I � G K L.KJ AS[C�F MNu cxz r ( F-41TypOU 7XC XIV i _ �';l��U�1 ��/`�L:. A9DFLKJ L CJHASOF ■ ~CXZ ERTYPORJ ZXCVZXCV II ' I I1 / F7 I L TOP OF SLAB -- ALUM. WINC10II.' ALUM. STOREFRONT 4 - FABRIC CANOPY SYSTEM - TYP. BYBTEM - TYP. Al TYP It NORTH ELLF�r�VATION BL.DG 'A' Com- B A B HORi;Z REVEAL •• TYP. I . Q -- SYNTHETIC PLASTER FIN1:3N ' _" PAINT OVER & G1"U'. r p.1 LJ u OVER 2' RIGID INt3UL. ��/ \\\ TMP S -- r 1\� TYP. ULJOVER C.MU � TOP OF - YARD �IGHT ML PLATE — tL Q, MN cxz L R--IY P 00U EffnPOK ) TOP of SLAB_ IN PI - SYNTHETIC PL,4STER FIN[-OH - DOOR ARMO'? OVER 1 1/2' RIGID INSUI. architects Pc TYP. OVER. CMU. I UI®� ��® A -� ,23 NW CON, AVENUE EASELEVA D97209 PHONE: 503-228-6444 a/b' = ,'-m' 15 - HORIZ. REVEAL - TYP. PREFINISNED GAL V, Yc1{; CAP FLASHING --- ��LINE OF 5 PAINT OVER q' G1"I.U. Pl P'1 _ SYNTHETIC PLASTER FINISH ''J OVER 2 RIGID INSUL. 1 ROOF BEYONDGI 9 1'P. OVER C.M U. TOP OF PLATE - m vcxz ERTY 0U s - r LL EVATIONS TOP OF 1, BUILDING A ALAR w 1--HOLLOW MTL. DOOR V.- DOWNSPOUT ----- SYNTHETIC PLASTER FINISH OVER 1 I/2' RIGID INSUL. OVER CMU. O. ' PROJECT PROJECT N 189086 ,30U H EL. EVATUN -� BLDG A _ - _ SHEET s r rM [T N0„ ElII JF' 8��....4 I (:]F 16 OF • I !• I!� III III 111'1I� �RI�F111 II1�lII II1�1j1 IIII1�1 II1'I�I �IIII I�'IIIII 111�1�1 Itl�lr•�111 111111 Ili�lll II�IIII IIII111 Ill'III ,;1'�,II�IIIIIt illlfllllllfl,I IIIIII��1I1�1�1 „ur�,,,n.,.,. .�.,. _.,..._ ,,F,� , - 2 3 4 5 6 7 8 9 I O NOTE: IF THIS M ICROF(LMED ► ''-.-"-- - - — Y _____ -- I I (2 DRAWING IS LESS C!EAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL _ DRAWING, QE 62 92 LZ 92 S2 ►Z E2 22 12 02 61 91 LI 91 91 b l Ell 21 11 01 6 9 1 9 S b '£ —2 ' ,r' ,��' ,�llluliln111uIIIIIIII,n�1u1�I�II1�111111111Illlllll��illllftltltHtlui�imt�IIIIIulnuillnln1J11111111i1111�111nIlniltil;Ilt��111,ItIiI1111111Ii1!IiII�lllllllllll�lllllllll�ll�illll+Illt11111�1ul11!llilinll,,1111111n111nt11u1��wllu>1Cn111nulltulllll�lflt111111u1111I�Intt � r TD J F4 M B ItE j' I-t 19 1991 - .. AIIII PROJECT k4CIR. _ IC JOB CAPTAIN CHECKED (EC 1 U DRAWN — PLH DATE 9_8_89 _._ SYNTHETIC PLABT> R FINI$H OVER 2' RIGID INSUL. OVER C.M.U. -- PS EFINISHED GALY. (P7 COLC* DESIGNATI(, 4 - SEE CAP FLASHING ® Rf�1SI0fJS TOP OF '-- VERT. REVEAL - L INE OF �PI GENERAL REVS PLATE t'1'f' t:60OF BEYOND 11 --15-89 �— =;==____•---- ; - - � - - - - - - - - - - - - .. -- - - - - - - - - - - - ---- - -- - ----- -- -- GENERAL REVS &TYP_ � � D � � � �._ 1 - L 12-18---89 ED (p r F-5 L U V 1 1 n Drwu , , BATff*S v � I] E IU ==I1jj__jj CI JC�C� C�CICJI C=JC�7C=1Hu �ac�a aMEA1 TOP OFca�c� aaa aasc� c�a aC-�aBLAB o 0 0 0 1 0 000 0 �L ALUM. STOREFRONT SYSTEM - TYP.WUTH ELEVAT0N B LDG "B" Q Q Al A8 � LTJ LLJ i r D C > { C -- H0RIZ- REVEAL - TY'P. V V �IORIZ REVEAL - TYP. � I SYNTNET;': PLASTER FINIS+I 0 OVER 2' RIGID INSUL. SYNTHETIC r''LASTER FINISH OVER CM.U. ©V�ERR GM�RIGID INSI:L. � (I - YARD LIGHT � YARD LIGHT TOP Or- PLATE F PLATE - - - - - - - - - - - - - - - - - - _ _. - - - - - --- _ _ --- — -- -- -- -- p _ Mv N _ f'• TOP OF TYP. SLAB I • SYNTHETIC PLASTER FINISH - SYNTHETIC PLASTER FINISH OVER 1 1/2' RIGID INSUL. OVER ! 1/2' RIGID fNf3UL. OVER GM U. OVER CMU ' WEST L�LL� `� AT��II V L�+L�®� 'B" � � — 1 C�-� 1 architects pc EAST ELEVAT N BL® I • . . . • , 123 NW SECOND AVENUE PORTLAND, OREGON 97209 4PHONE: 503-228-6444 16 PREFINIC44ED GALV. �. GUTTER - YARD LIGHT TOP OF 9 DOWNSPOUT PI1 f - PAINT OVER a' C.M.U.PL TE F' TYP. THIS ELEVATION , =OF [lI Lv IL I c��C�C-� ��C Ja � �c�L=�� c�c:�c�C� =C:j_ a rte,, __ C�UC� �_�JC�C-�CJ C�C � E-117 C_-7C� C_—�== =I--:IF- F _ C_" ELEVATIONS �ur�o C�C��C� ��� C]��� ao��a cmc]c�« L_ r�c�r�� L=�C]L�C<�7 --- BLAS BUILDING B QDOOR ARMOR - GROUT - CAST IRON DOUNSPOUt PROTECTOR ---_-- NORTH ELEVATON BLDG, 'B' 1/81 11-08 PROJECT N0. 189086 FLEET � r-'r, R� 11: ,1.. rJC1,. PIP ;2723 OF 18 �■� OF M.._.,...,�, .,,.,,..,, -._.... .......... _ , !'111�IIIIIIIIIIII�IIIIIII��IIi111I111I111111)II1111111IIIIIIlil1[III IIIIIIIItiII IJill 11111rI1111111I1I11111I11111III1�lI1�1I1�11111I11111111111111111111111I1111111 111 1111111111111111111 ,rrrinr,�,• NOTE: IF 7HIS MICROFILMED I - -- 2 3 4 5 • E_._�_ 7 e 9 110 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF 14 . ORIGINAL. •� DRAW ING. OE 62 82 a 9Z S2 tit EZ 22 12 OZ 61 IBI LI 91 51 tsl EI 21 11 01 6 8 L 9 S b E 2 ' �IIIIIIIIIIIU�IIulun�nnlnn�nllln11�111111111�t111�11111uIIlu11I1111111+1I/11IIIH1�111111111III�htI11�I111I111t�IIIIIINiI111111111IlItII1111I111111111IIIIIIIIIlIII11IIIlIII11LIIINIIIIIIIIII�hll;1181�111!l11t1�I11111111�II1111111II111IIWlHJl11111�I111�II1U11i1ll11I►IuI111111WII1H .► CEMB ,� It 19 1991 F 1 t_ J PROJECT MGR.,_- TEC JOB CAPTAIN PLH• CHECKED TEC 16 DRAWN _ PI_H DAT9-8-89 AS --- - -- --- SYNTHETIC PLASTER FINISH -- P'l COLOR DESICiNATION - SEE 1 ` O'✓ER 2' RIGID 1NSUL. OVER C-M'Ij.� — PREF Li E�,4Lv — PI RE V19ONS TOP OF / VERT. M_-'VEAL - - LINE OF PLATER��oc 6EYON� GENERAL REVS P - 11-15 H9 / r �� �. -------------- A� 2 GENERAL REVS lT ip I F_71=F_ - C_-IC�C�C�C__�1C� I=1El 1 . TOP OF �E-1 EjE::] L� _ [�] 6LAB C7C�C�C�C�CJL�C_� C�L�J_ CJC _ � -o I 1 - C�C�C_�CJC-� • __� _ �C�C7C�Cr� I Cr° C�C�L�C�C.�C� :JLL n 4 ZtD Al P. A8 SOUTH ELEVATION BLDG 'C' C.� r E - F E C)) w HOR1. WEAL - TYP. 0 SYNTHETIC PLASTER FINIS OVER2' RIGID INSUL. cc OVER C1"11J. n } TOPOF: - irr'. YARD LIGHT TC`�' OF UPLATE w w Iul C I -- ----- - - P1 C14 k- I 1 TOP OF SLAB TYP. TOP OF T SLAB - - SYNTHETIC PLASTER FIN16W OVESYNTHETIC PLASTER FINISH OVER CMCJ. ■�■� R I M. RIGID INSUL. -- OV.=R I Irl' RIGID INSUL. 01/ER Cm. WEST ELE4ATION BDG 1C1 architects *C' PEAST ELEVA)MN LDL 1/8' V-0, 123 NW SECOND AVENUE PORTLAND, OREGON 91209 .� PHONE: 503-228-6444 5 P1 COLOR DE61Cs"rIATION - SEE /11� SCUPPER 7 TOP OF - PI PLA'T'E �- DOUNSPOUT ------------- TOP OF SLAB ELEVATIONS BUILDING C NORTH FELEVAT0N RLDG 'C' PROJECT NO. 189086 SHEET NO.. r-+tJF—' gay— T h OF 18 OF ' 11 �1 III II!' III 111 IIS; Ili 111 111 ll) III III III 111 I 1 IIt i 'lII I 1111 I 1 III III I I ill l 1 III ! 11111 11I�1~11111 1 t 1Il 1 t 111 I I III 1 1111 1 t IIT t 11 III F w •�� 1 I 111 II I � I �{ if III1 III III 11! 1111111 II III IIT III III III III IIT * � I 3 r _III ' NOTE: IF THIS MICROFILMED �""`"�Y++"� 2 4 5 6 8 9 ID_ _ 12_ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. oRAwtNG. OE 62 92 LZ 9Z SZ b2 E2 22 12 02 1 61 RI LI 91 (if bl CI Z''1 II 01 6 9 t 9 S� _r b C 2 13181*' ' ��✓ i►111111111111111111111111111111111111lfllllll:111lIIIItt11111I11111111tItIt1111tu11HIII11111t111II11iI1111I1111111t1I111111111111NIi1Til!Illlllltllllll!iIIIIIIIIIIIIIIIIIIIIIIIIII"IItiL11111IIIIlI1Nl11111�1J1�11�lhhlIIIIIIIIIIIIIIIInufnnllwUl�lnuluu�lluUlllljlui,ITlllnllllulul, D "7114 CM J3) -.0 I ;`7 1991 GR F N IaLH b ()RID GRAD AT IN61DE FACE GRID ....._. ..._ ....��r OF G M.U. WALL P. SpA pi�� UNLESS OTHERWISE NOTEDTOP OF TOP OF i r ~41 TOP OF , PLATE PLATE , , PLATE deo BUILT UP ROOF i NCx , 4 --- t , OVER PLYWOOD t 1 SHEATHING t -- R-I9 BATT ' 1. !NSUL. KE liS10N5 -- i - - �' GENERAL kF'�� Q 11 --15--89 - ROOF TRUSS -SEE C STRU -TURAL _-_ _._. _ _-_ GENERAL REVS i 2' 1' -8' 2' 22 GA, PREF!NISHED ` PREC-sL•�ZL.i CERAMIC ��- CALM. 5Ti. COL. TILE OVER G1''1.U. �� CAP --- I,� - --- SYNTHETIC PLASTER FINISH I L� �r-- CEMENT PLASTER I z -- GEMENT PL"STER 'I -_ -_-.- - -- ------__ U ; OVER 2 ' RIGID INSUL. 0 i FINISH OVER f U I Lu � FINISH OVER t~ _ P1 MENA { - OVE R 8 G.M.U. - - _ C.M.U. X - C.M.U. I ------ U w � U ' Q�-- U Q� � �-+�------ , r - -._- ---_...__ � __ ___----- LIGHT FIXTURE w fQ `a Q -__ T I IS w ►a +`. I (Q f- Q RECESS FOR 0 �, __ `- BY BE,GAOPEL NO. �- FABRIC AUJNING U1/ ---f - GEMENT PL•�6 ER F N H I - FUTURE 51rNAGE '-ONTROL I1 4 �- I MTL. FRAME (BY MFGR.) _ --- OVER C.M.U. kn Q 0 _ 0 ' RACEWAY - T`I'P. AT �" - JCINT - - 28865 OR ARCHITECT � 0 � APPROVED EQUAL ' AT SIM. GOND. ..-- � Q � � 0� (4) ;_OCAT I ONS. Q 8 in - COLOR TO MATL,0 _PP l'-6' Q al _ - - 6' C1"I Q - - ------------- - - Q al N - _ CONTRACTOR TO --- -- - VERIFY EXTENT W/ ------ V U al Q m Q SIGN 1"IFGR. a ____ _ ____ _ ap ,� ap .� - - -- P4 F'RESL.AZED CERAMIC: TILE 4 "� �'J ? 3 Q �' c., Q SYNTHETIC C Z - Z � ---- -V P5 PREGLAZED CERAMIC TILE .3 • -f • FUTURE SUSP, FUTURE SUSP. ;O -------- � z FL Q - PLASTER 0 . O CEILING CEILING - I , , - _ FINISH OVER I= _—_ Lu - —_-__ ---- I i -- N ---- - - s o _ - ------ - ------ - ,� 2' RIGID I D IN5UL. �„ Q - Q ----- -s- e _ ' ----moi % — cv I 1 OVER 6' C.M.U. cv } } I P3 _ _� I I a 0 ut GRAM G ED '� � PI L� O FUTURE SUSP. O ----- -- L_-�--------- -- - ��_--'`- 7/8' MODIFIED GEMENT 4 � ! w � � TIDE - -- 1-- P? _ PLASTER ON METAL LATH I CEILING Z © Z o OVER METAL STUDS I - I �_� -- MODIFIED CEMENT PLASTER _ uL �� p ' SKIM COAT OVER 8' - _0 8goal -18 G1"1.U. BLOCK - TYP. -- SPLIT FACE GJ`1.U. ! u1 LU P3 jivi N PREGLAZ =—='�- CONTROL JOINT CERAMIC / PI �' Q, I TI E_- - ALUM. STORE=RONT I <t SCOPINES - ALUM. STOREFRONT _----- SYSTEM I SYSTEM -_- P2 ' WALK (NOT AT _ Lo SIM. COND.) EDGE OF -� P5 PREGL AZED CERAMIC TILE A.G. 1 '� - 12SPL_I T FACE PAVING ,_�__��it 11 - L 5,_n,N— _ � ;,r-� � , `� ...M.U. BASE - GROUT � TOP a. - GPE DN. TOP OF ,�' `� TOP OF ,� TOP OF SOLID �J- SLAB _ 1 12 18': 1'-0' SLAB - I 1 - � SLAB I 1 SLAB Zi WWI -- NOTE: GERAMIC� TILE A5 MANUFACTURED BY UNITED TILE OR EQUAL AS architects Pc �Pt�ROVED BY ARCHITECT. �` � C C��� �c OsTOR�'ET' �0� U 3 ����� U ��� U�1�, ��U �� ���) 4 c �. LL //� . � uLn n VI� 23 NW SECOND AVENUE 1 "ECS` r"Al AT E NTT U 2 rE C� UN QT ' � Y � � � � � � � PORTLAND, OREGON 97209 A"1 1/21 = 1 _(o A-1 1/2 = 11-0 A7 1/2 = 1 -•0 A7 1/2 = 1 -0 PHONE: 503-228-6444 s GRID GRID GRID P5 F5 P5 P5 P5 P5 P5 P5 _P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P1 - MILLER PAINT "5351 P6 - COLOR TO MATCH -- C.M.U. COLUMN �P5 P5 P5 P5 PS P5 P5 P5 PS P5 P5 P5 PS P5. P5 P5 P5 P5 PS P5 'SPECTRA-GLAZE' s'o' 2'-0'�6` 12'-(L'' 6' 2'-0' b' 6' 2 -� �� �P3 P3 P3 P3 P3_ P3_ P3_ P3 P3 P3 P3 P3 P3_ P3 P3 p3 P3 P3 P3 P3 P2 - MILLER PAINT "535' DEEP !RIs BLUE i0' 61-41 2 -10' 2 ' ! -g i" P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 2'- - - - — - -- P3 - COLOR TO MATCH Pl - MILLER PAINT "5350 -. EXTERIOR P5 P5 P5_ P5 P5 P� P5 P5 P5 P5 P5 P5 P5 P5 P5_ P5 P5_ P5 P5 P_5_ � / - -- -�-- P3 P5 PS P5 P5 P5 P3 P5 P5 P5 P5 P5 P5 P3 P5 Pa P5 PS P5 P3 '6PEGTRA-GLAZE' � - C M.U. COLUMN — —� P6_ P5 P5 _P5 P5 _05 P6 P5 P5 P5 P5 P5 _P5 P6 P5 P5 P5- P5 P5 P6_ RED ONE "D214 P5 P5 P5 P6 PS P5 P5 P5 P5 P5 6 P5 P5 P5 P5 P5 P P4 - COLOR TO i-1ATCH � _N P P5 PS P5 P5_ P5 _P P5 P5 P5 P5 PS P5 P P5 P5 P5 P5 P5 P3 '6PEuTRA-GL AZ.E' P5 P5 P5 P5 P5. P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 WHITE _ i _-___ P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 P6 Pf>_ P6 P6 P6 P6 P3_ P3 P3 P3 P3 P3 P3 P3- P3 P3 P3 P3 P3 P•3 P3 P3 P3 P3 P3 P3 P5 - COLOR TO MATCH p5 P5 P5 P5 P5 P5 P5 It P5 P5 P5 P5 P5 P5 P5 P5 P5 PS P5 P5 25 'SPECTRA-GLAZE' INTERIOR — ALUM. WINDOW �F 5 PS P5 P5 P5 P5 P5 P5 P5 - P5 P5 P5 P5 P5. P5 P5 P5 P5 PS P5 LIGHT PEACOCK GREEN - - -'- -- - - 8 1 -0 SYSTEM 6 �% '----- ALUM. STOREFRONT NOTE: CER -M!G TILE AS MANUFAGTURED BY 8 67"STEM UNITED TILE OR EQUAL AS APPROVED Sl' ARCHITECT. E N L A R GEE D ENTRIY P-tA 6 EC:N�,�`;,UII� JI�V ORINlr�lrll Fl�AU '�IQ�� JJAI[ U llU�lAT T00WERN"" 8 C��1��� D�= �l`��'U �1G"� U ©�� WALL SECTIONS ® A� 1/2' = 1'-0' L• '-j `� A� 1/2' = 1'-0' A� I ,47 1/4' = 1'-0° _L. 11 PERIMETER COLUMN r, l r 3 3/4' PFO ;>j �', 3 x/OXl3 = /'� 3 X 3 n �.v . ' ENLARGED PLANS C ,2 /U C� x ,7. /(0 45 � TILE PATTERN -_-_- _-- - - SYNTHETIC PLA:;TER FINISH i OVER RIGID INSU_. ' OVER G.�`1.U. - REI=ER PROJECT NO. 189086 TG PLAN".) AND --- �' ELEVATION6 FOR TH!CKNE56E5 SHEET I SECTION 9 A� 3/4' = 11-01 , OF 7 (.3F I R I I F 11'� I I' I t , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l ti I ( I I I I 1 1 1 1 1 1 1 111 Ili I l i l l l l i l l l l i l l l l l l I l l III I t l t 1 1 a- 11111 1 1 1 1 1111 t l tt► ' 1 � � II 111 ISI IhI I { ! I { 1 111 ISI I { hl 1' { 1 1 { 1111..,_�i,,,r,.�-•+.-- i .jl1 1 { III { 111I1IIIIIII IIIII1I1IIiI ) NOTE: IF THIS M.CROFILMED DRAWING IS LESS (L£AR THAN THIS NOTICE, IT .S DUE TO INF QUALITY OF THE ORIGINAL DRAW ING. t�lE 6Z 132 t Z 9Z SZ b7 EZ ZZ --12 �0? 61 81 'tI 9' SI 1;•I E I 21 11 01 6 ` 6 t itllhlllllll111I11111111,1111,1t1it1111111t11111�I11111i11�111111111�ttu�HN1!ut �t111111IIMltlhlll,ulltlltilullll�Illlu�Ii,IItIIII�, 11uI111uliIInIIIn111111111111n11uuIII,UuItIn911uu�ulllUlll�jhullllllllllllhlllllnlhn►h111��nlllnull�ui�l�llul►lu{tnlllwlllt, '` . - E C "VEJ M B Eli 191 :� l PR T .----.- ,108 CAPTAIN_-_-_ P�Fi _"NECKED _ _ _ TEC DRAhM EXTERIOR - MODIFIED CEMENT PL�.STER SKIM COAT 31/2 MTL. - -� --- (2) 3'/z ' X 20 - FRAM INCA \ RI i _ _ -- GA. FRAt�1iNG � aA�_ DBL. STUDS \ � MEMBERS, �,1 , ' � L�,I„�■■� -- ' FULL BATT. - - -- - - 31% ' M1 L. � MULLIONS � (� - � ;;GELDED INSUL- ;' FRAMING 2 -12�'}'%' TOGETHER U G.M.U. - AT 16 O.G. l GYP. - - - �•-,. \ it �1il(1N`_i SOFFIT -; _ - - � FULL E3ATT - �, GFNFRAL REVS 8D INSUL. I 11-15--89 -- LAPS cN A REVS JAMB G GsYP. SOFFIT ---� - - � � i G L i 'i__--- 3 PER JAMB 'i 1 � '2-18-89 GUTTER HOLLOW METAL II ---FUTURE ;' -- 3 1/2' MTL. 3/8, TENANT HEAD ONLY i DOOR FRAME �- I DOOR 1 t FRAMINGSIM �� _ � �, FINISH PROVIDE j SEALANT t BONDT -- ---- I . �� 1 `, � - r0Uh7ER�..�l.lrUC - 2 ` �' I � A�MBL.� � 1 --- MODIFIED CEMENT DRIP s BOND �INCsE JAMS EXPANSION � i R`' MANUF. BREAKER - aAucEle ROD ANCNor� O �ERHEAD -- _. i sRD , PLASTER OVER ITL. 1/ ' r, - BREHKEr. SECTIONAL DOOR } 4 WE,�G.t " 4 SEALANT � LATH OVER 112' ANCHOR- AT ALUM. WIrr1D0W - FASTED .QRS, INTRIOj� GYP. BD. FRAME BY DOOR - HOLLOW METALf 16 C.C. SUPPLIER � DOOR i (4'/8' EMBEDT"1'NT) 1 _ _ BATT INSUL. BXTEROR INTERIOR EXTERIOR EXTERIOR I I I INTERIOR i( EX ER10� INTIOR - - -- - - 1 G-],-OL. WALL CONN. 2 S0QNAUrE HEAD 3 W Nr�OW HEAD 4 EXTERIOR ERIOR [c-D`00-R ��i���� 5 OVERHEAD DOOOU� HEAD a& 3` !'-o f A3 3'= 1'-0' A8 3'=1'-0' A8 3'=1'-0' JAMB SIMILAR AS 31 .11-01 Lo L- FEZ, T FR .- -I - -- MODIFIED CEMENT PLASTER OVER MTL. �J LATH OVER 1/2' r Gyp. B7z D. f RI( E_XTEfRIO EXTERIOR INTERIOR . �-- � -- - -- - 2x BL0GK1NCs BACK>=R t SEALANT METAL DOOR mu ALUM. ------ - THRESHOLD �. I DOOR ` SET '" -r 3/ ` CONCRETE SLAB ; DOOR - 1 l .�EALAN , - — I' - - TRACK - - - I I C� -- - J O MAX ASSEMBL 7 I - - - - - �;)� 1 I V B'►' MANUF. SHIM / �i p INTERIOg ALUM. 1D00R - - o - AN DOJ --_-JJ� STEEL ANGLE DOOR 7 Lu ALUt"". WINDOW ALUM. UJINDOUf - - /WINDOW FRAME EXPANSION ARMOR 3x3 x1/4 - uJppp TRIM SYSTEM INTERIOR INTE 10 FILLER x4'-O' AT SIM. COND. MULLION O'VERHE AD SECTIC1,1AL DOOR EXTERIOR INTERIOR WINDOW NDOW JAM �� PANES _ , WNDOW MULLION 8 DOOOR JAMB g EXT ERROR THRESHOLD 10 OOV G HEAD DOOR A ti/ �, � A8 31=11-01 A8 :01211-01AS A8 39=11-0 A8 3 - 1 -0 -ALUM. WINDOW GRID GR1D FRAME SYSTEM --- WOOD TRIM 3 3/4' .-- C.M.U. BEYOND FASTENERS, B SA�R ROD I BY WINDOW --- - _ ANT DOOR I ASSEMBLY BY MANUF,.�CTURER architects pc SUPPLIER /— :BHT. MTL. INTERIOR / RADIUS EXTERIOR SHIM FLASHING SET - IN SEALANT 5LN 3/8' RADIUS __ _ 123 NW SECOND AVENUE C v PORTLAND, OREGON 97209 Q - PHONE: 503-228-t).%44 t' r, CONC. WALK '! ��� �a• \\-- EXP. JT. FILLER FOUNDATION FOUNDA"ION - SEE STRUCT. SEE aTRuctuRAL i1TEi0R EXTERLO-:R— WINDOW OR 11 WIND OSI SLL r,5 `LL AT OVERHEAD DOOR A8 11/2 ' =1'-0' DETAILS 4 E "ROJECT No, 18908 SHEET , � F ,..... . '! ''-a Tfr„ "hroP`:3 .. -. r.raM,i,Yrrr► - ac - ..}h Y:,,.. _ `hi ,i,:,:y}nB9fIL . _. .11'...,._:.....,..,a..,d'y ::/+«S:•-IL;\5u.1✓ .ac,'..: ..a. ,..,,as.,.. -:. ...,...F`nY,w ( b t « { 1 � - l.�'1111t•It111111IIIII11! 111111tI1111111 111111111) 11{II1111111 `{111{1 I{'11111 I{11141 1{III{ , llllll I{11111{111IIIII1111111�111I111111111IIIIIl111111111111II}11111111111111I►III►}1111111^I s 1 3 - -- 4 5 _.? 8 9 NOTE: IF THIS MIGROFILMED - --- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY Of Tr-E ORIGINAL DRAWING, pc 62 92 LZ 9? SZ. IrZ EZ ZZ IZ 01Z 61 BI LI ^I SI {aI EI a II 01 6 9 C 9 S b E e P!IIIII111n11nu1u11uu1u111nn1n11111111U1II1rHlt1l11uu111a1nH111l11Nu11H11kill 11111111u:11"II111111111111111UIt6111! 4111111111111111111111111Ili Ili III Il11111111111111Ili IIIIIIIIJ1111111N1l 1111;1111111111111111lu111!111111111wh l IIIIIIIIII111h110111111111111111101111 IYECEMBEh 19 1991 1 ++I PRUDE C 1 MGRICONT. SOL 4' BLOCKINr�ID BUILT-UP ROOFING -- - 3 PLY BASE SHEET CUT �Cifi C�f'UIN I'l_II - TO 9',12' 18' TURN DOWN OUTSIDt EDGE OF TOP -•�'�'� 22 GA. BHT. MTL. / PLY 3' CHECKED. ' ��'/ PRIME TOP EDGE OF _ - -- - - .- �- /-'� CAP FLASHING ING �~ -- DRIP MTL. 5ET IN MASTIC URAWN NL i CONT CLEAT - --- - MAIL IN 2 ROWS 3' O.C. -- DATF_ - -- BLOTTED PARAPET j i' AT ROOF TRUSS r - BEYOND --METAL GUTTER - I 5/0' PLYWOOC� y1, :9� SHEATHING NT9 NTS NTS j% I RE.MIONS c:MU. BLOCK I GENERAL REVS 11—C - SEALANT 4Np ----_�-- _ BACKER ROD / GENERAL REVS * ` /2 FIBER CANT - — -- �YOND - 1 DOWNSPOUT B BUILT UP ROOFING DRIP ` \ OVER PLYLUD SHEATHING 2 G lJTTE n 2' RIGID INSUL. WITH SYNTHETIC l PLASTER FINISH - - ROOF TF2U55 BEYOND - �I b -SEE BTRU,TUBAL PA��AG'�"T F L A S`-H Q z �� A9 3' = V-01111 U-A _ 20 S"5. SCUPPER- SOLDER j p p .tt •c-<P TO PENETRATION FL,4�SHING U OVERF��OUJ -- � RCF 6CUTTLE e � A7 20 GA S.S. —ROOF HATCH ' I PENETRATION tel--LADDER-MOUNT 9' - -- -- LADDER RAIL ./ <<or r-LASHING �n W ' - FR(JM WALL, 34'X2' Z FIT FLAT BAR RAILS SLIDE --�---- 8\ °D ROOF CANT I �_�-__ - —4444-- 3/oX�' � ' BENT !E WITH LADDER ---- uu ' � ' � W ��4'X3' LAG BOLTS --� ��z '� PARABOLT INTO D.B. - �•- ' 24 GA. �o TO SOLID BLOCK G �6'� - 5 1/2'x"- 1/23i8'X2'X3' R � �'� BAS FLASHING DOWN- - -- - - SPi'-'JT mtt� — -- 3/4'0 RUNGS AT 1'-0' CONC. SLAB 6' Ern -SEE EXT '1 " O.G. TYP. c ELEV FOR _ ___ FIBER CANT ATTACH. i -- TURN Dowty __ CONC. SLAB �'% ��_ TAB 2" INTO SCUPPER 77 e SOLDER ATTACH TTO cy-� BLIG G AS REQ'D GYP. BD: O BY MANu~. SCUPPER FLASHING ELECTRICAL ROOM- SE TON RAL TO FLR. CONNEOTO No 18 �i00E SCUTTLE A9 1/8 - N.T.S. �C33/41=1 I-0' . architects pc Z_ 123 NW SECOND AVENUE PORTLAND, OREGON 97209 PHONE: 503-228-5444 t , N I, DETAILS PROJECT N0. 18904 I SHEET 4 t r OF 18 POf — i W. + - .imp;►, - .. ,: � ,.>r,>.,a. i � I I I I I I III III 1 I I 1 1 1 III III ! ( I ( � I I � I III Ili iIi illll�) SII ili il� Ali il� ili ili ili ili iIi ili ili ili Ili ili iii Ali ili il� iii ,- ..._.,.. ,.,.. � � , .. � � 1 �� 11111� 1 � 111 lllllli• 1I1111i11Itiii � i 'I111111eI � µ NOTE: IF THIS M ICROF I LME D -r- I 2 +— 3 ..�.�.4 - 5 + 6., 7 8 8 '�D_ I f_ 12 DRAWING IS LESS CLEAR THAN THIS NOTIGF, IT IS DUE TU THF QUALITY OF THE ORIGIN.; DRAWING. of sz ez Lz 9z sz� vz Ez zz Iz oz 61 E1 c1 91 !rl 1►1 E1 171 11 01 _6 9 1 9 S e E z ���•►� r'- ►►Ilanlnulu111n111nuIm1lnnlnnlnulu11l1n�luulnnll1►11111#h1„hllIoil !111I11111111111111l1n1Illuln11111IIIIII11ollill1I11111111I111111WIlidulllln1lnnllullll!IIIIIIIIWiHJ1f11llIII11li1lIWf!IllIIIIIIlItI11I11�1I11H � DIGCICEMBEJ% 1919 -91 L AWING INDEX GENERAL: STRUCTURAL NO-11-ES PROJECT MGR ODE, REQUIREMENTS: CONFORM TO THE UNIFORM BUILDING CODE, 1985 EDITION, AS AMENDED BY I11E 5AWLIJUMBER. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN W001 SUB CAPTAIN �►k' ^% STATE OF OREGON. PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL. BE THE SPECIES AND GRADE NOTED BELOW: CHECKEDTEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STR!;--TUBAL STABILITY DURTIIG S1 DRAWING INDEX A N D GENERAL CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGf FOR STABILITY UNDER THE Fb(PSI) DRAWN_ STRUCTURAL NOTES FINAL CONFIGURATION ONLY. USE GR,�Qk (,SINGLE USE) DATE II- ISjP9 , _ . i DES I(N LOADS: IN ADDITION 10 THE DEAD LOADS; THE FOLLGWING LOADS AND ALLOWABLES WERE USED WALL PLATES & NAILERS FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: 2" TO 4" THICK, 4" WIDE DOUGLAS FIR-LARCH STUD 800 Srr�� 2" TO 4" THICK, 5" AND WIDER DOUGLAS FIR-LARCH NO 2 1250 G FOUNDATION PLANS ROOF 25 PSF L. L. HL VISIONS BUILDING A & B ALLOWABLE SOIL BEARING PRESSURE 2500 PSF (PER SOILS REPORT BY NORTHWEST TESIIFRAMING ACCEcSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY (Ok LABORATORIES) APPROVED EQUAL) AND OF THE SIZE AND T)IPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE RETAINING WALLS 35 PCF (EQUIVALENT FL.UID PRESSURE) SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL OTHER FRAMING NAILS SHALL BE COMMON NAILS AND r� WIND 80 MPH EXPOSURE B SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOT SHOWN SHALL. BF- AS SJ FOUNDATION P LAN SINDICATED ON UBC TABLE 25-Q. SI�MITTA�S: SHOP DRAWINGS SHALL BE SUBMITTED TO THE P.RCHiTtCT PRIOR TO FABRICATION .ANS CONSTRUCTION FOR ALL STRUCTURAL_ ITEMS INCLUDING THE FOLLOWING: YWjQ : PLYWOOD PANELS SHALL. CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 BUILDING C FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" . UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING; CONCRETE MIX DESIGNS, CONCREIE AND MASONRY REINFORCEMENT, GLUED LAMINATED MEMBERS, ANI) EXPOSURE 1 , OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PRL�ABRICATED WOOD JOISTS. ALL ROOF FHEATHING AND SUB--FLOORING SHALL BE INSTAL-LED FACE GRAIN PERPENDICULAR TO SUPPORTS S 4 ROOF F R A MIN G PLANS If; THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHAII EXCEPT °IS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL. EITHER BE BLOCKED, TONGUE AND B BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN THE STATE OF OREGON GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SUB--FLOORING SHEATHING SHALL BE UNBLOCKED EXCEPT B U ! �_D I N G A �, [� ANY CHANGES TO THE STRUCTUf:AL DRAWINGS ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITEI: I AS INDICATED ON DRAWINGS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SHOWN SHALL BE AS INDICATED ON UBC (ABLE 25-Q. ALL NAILS SHALL BE COMMON DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCJLATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THN:I NAILS EXCEPT USE RING SHANK FOR ROOF SHEATHING. S R O O F F R A MIN G �'L A N S ARE DESIGNED BY OTHERS, SUCH AS: PREFABRICATED WOOD JOISTS, SHALL BEAR THE SEAL AND SIGNATURE SLUED LAMINATED MEM3ERS: GLUED LAMINAIED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH OF A STRUCTURAL ENGINEER, REGISTERED IN THE STATE OF OREGON., AND SHALL BE SUBMITTED TO 111E U.S. PRODUCT STAND'RD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF BUILDING C A^CHITECT PRIOR TO FABRICATION. TIMBER CONSTRUCTIJN AITC 117. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND, BE ACCOMPANIED BY AN AITC CERTIFICATE Of CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED Or INSPECTION: SPECIAL INSPECTION, BY AN APPROVED SPECIAL INSPECTOR, SHALL BE PERFORMED FOR IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE VISUALLY GRADED WESTE"N SOILS COMPACTION, CONCRETE AND REINFORCING PLACEMENT, EXPANSION ANCHOR PLACEMENT, WELDING, AND STRUCTURAL MASONRY PLACEMENT. ALL SOIL-BEARING SURFACES SHALL BE INSPECTED BY THE SOILS SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED BELOW: Uu SIS SECTIONS A N D DETAILS LENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL COMBINATION CONCRETE: CONCRETE WORK SHALL CONFORM TO CHAPTER 26 OF THE UNIFORM BUILDING CODE. CONCRETE SYMBOL— SPL CIES USE STRENGTHS SHALL. BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS AND SHALL BE AS FOLLOWS: S7 SECTIONS AND DETAILS 24F V4 OF/DF (SIMPLE SPAN) f'c PSS USE GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. Lu Z 3000 ALL USES UNLESS NOTED � � p y TRA A ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE . (( )J luu► THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TWO WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGN SHALL CONFORM TO UBC SECTION 2504. PREMANUFACTURED WOOD Q ST : PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND !PE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE 'RUS-JOIST CORPORATION, OR AN APPROVED EQUAL. PROVIDE A WATER-REDUCING ADMIXTURE CONFORMING TO UBC STANDARD NO. 26-9, USED IN STRICT ACCORDANCE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER SHALL VISIT O WITH THE MANUFACTURERS' RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES JOB SITE AS REQUIRED TO VERIFY PROPER INSTALLATION OF JOISTS. PREMANUFACTURED WOOD JOIST AN AIR rN TRAINING AGENT, CONFORMING TO THE UBC STANDARD NO. 25-9, SHALL BE USED IN CONCRE- E ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, MIXES FOR L'XTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHA-I- DIMENSIONAL AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED. ® �RJ BE 5/0 + lea RY VOLUME. - L RF 'NFORCING STEEL: REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, INCLUDING S1 , GRADE 60, FOR DEFORMED BAPS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF) , UNI_E3S O OTHERWISE NOTED. COLUMN SPIRALS SHALL BE PLAIN BARS WITH A MINIMUM YIELD STRESS OF 50,CnOno PSI . REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED IRON W(Rf BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED ME-I;,I CHAIRS AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1 . REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCFO CONCRETE STRUCTURES, " ACI 315. SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS A'jl) COLUMNS SHOWING BAR LOCATIONS. LAP ALI. REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH M.NIMUM LAP OF 18" , EXCEPT AS NOTED. Q REINFORCING STEEL. SHALL HAVE PROTECTION AS FOLLOWS: USE COVER o j SLAB-ON-GRADE 1-1/2" I WALL BARS: INTERIOR FACES 3/4" � EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AND SMALLER) FOOTING BARS 3" (#6 AND LARGER) 11 CONCRETE WALL REINFORCING (UNLLSS O1HFRWISE NOTED): 13rchltects pc WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION 8'' #4 @ 12" O.C. #:4 @ 16" O.C, @ CL OF WALL !,)3 NV%,SEcUND AVENUE PORTLAND,OREGON 97209 AT OPENINGS PROVICE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES, OF THE OPENINGS PHONE 503-228.6444 EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING. PROVIDE ONE #5 FOR SINGLE LAYER REINFORCING AND TWO #5 FOR DOUBLE LAYER REINFORCING, 4' -0" LONG, DIAGONALLY Al EACH CORNER (jr ALL ')PENINGS, REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS ANI11 BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS OR HOOKED DOWELS SHALL BE PROVIDED TO MATCP SLAB REINFORCING.. PROVIDE HOOKED DOWELS rROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. S CONCRETE MASONRY: CONCRETE MAS9NRY UNITS SHALL COMPLY WITH ASTM C90, GRADE N-I . r ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI AS VERIFIED BY PRISM TESTS. CONCRETE MASONRY WAILS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND IF -� :t NOT SHOWN SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL" a �PPg0 1v MORTAR: MORTAR SHALL BE TYPE S WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PS( \ o T L 0��� AND SHALL CONFORM TO UBC SFCTIONS 2402 AND 2403. t MASONRY GROUT: GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI AND SHALL CONFORM TO UBC SECTIONS 2402 AND 2403. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIPLS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOU, SEGREGATION OF THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND It BEAMS :HALL BE FILLED WITH GROUT. P f f MA SONRY REINFORCING STEEL: REINFORCING SHALL CONFORM TO UBC SECTION 2402('))10. DEFORMED BARS CONSULTING ENGINEERS SHALL I,E GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH UBC SECTION 24000 . 707 S.W. WASHINGTON ST. UNLESS OTHERWISE NOTED ON THE PLANS ThE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS SUITE 800 PORTLAND, OREGON 07206 (603) 227 - 3261 HORIZONTAL BARS (IN UOND BEAMS) �lAhl,.-THICKNE<SS, VERTICAL BARS RUNNING BOND STACK BONA DRAWING INDEX { 8" #6 @ 48" O.C. (2)94 @ 48" O.C. (2)45 @ 48" O.C. AND GENERAL BOND BEAM : WITH TWO #5 BARS HORIZONTALLY SHAII_ BE PROVIDED Al ALL FLOOR AND ROOF LINES Aid. STRUCTURAL NOTE AT THE TOP OF WALLS. PROVIDE A BOND BEAM WITH TWO #5 BARS HORIZONTALLY ABOVE AND BELOW All OPENINGS, AND EXTEND THESE BARS 2' -0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR -- MATCHING VERTICAL. BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WAIT_ ENDS AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1 ' -6" Or HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCINC: PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WA' L INTERSECTIONS. LAP ALI BARS AT SPLICES 40 DIAMETERS, WITH A MINIMUM LAP OF 18" , EXCEPT AS NOTED. a PRO„`:;T NO a %S 7 EEI m a iw RIPW T INJO. BUF si 5f 3 1 t:JF i �3 Copyright OF 7 �I�Ip,�ll�llflll'III�I��ItIj�I,I,III,I,I,I;1;1,I,III,I;I111�tIl1yll�ll'�Ill�lll�lll�lylllllll'IrIII1�III�II�II��IIII�III�III�III�IIII�II��III11111Jill 1111111'IL,�rllll,llllll�,�lI,III,�I�I1111► NOTE: IF THIS MICROFILMED -- , 2 - 3 4 5 6 7 8 _9 1D 12 DRAWING IS LESS CLEAR THAN THIS NOT1.(:E, IT IS DUE TO THF QUALITY OF THE ORIGINAL ' DRAWING. -- -- --- - -- -- ------------- OE !t2 92 12 92 G2 b1I2 E2 22 LIIZ 02 61 91 LI 91 SI til EI 21 II 01 6 9 1 9 SI b EI. 2 131•"" ►11IIIIIiIII111111i11111unfulll11111!III�IIIIIIHI�11111lI1tlllnli�It�In1IIu,�1HIIIIIIl111111I11�N))Ilill�llllllllllllullnllfinl±!�I�II1111111�1111111111fill!III111111�►lu�ul111nl�ulllnl►luulltil)lulu)J111nn1u1111n11nu�11111)tulhllllul�uulllull1111-(u M1!,ullll)I�Ilull)n - k r I(EA c m 1, 1 Ell J j" 19 1991 FD2RAWN MGR AIN M�vV ?j �J 4 I?�- I I ' (14� '!'S �i I 1-011= 21�I�O1i IS �> -� I IL ' L ► 7 ILIL 07IM• REVISIONS Y11 II j II �LFor 2l0 2 (v I I �11�.�-�, W �-IL IlD1jo�. I 5� SIM• \ � I `r �I.OGKvI� 10 ' Yvll/-rH pjl e-4a)r Ia ' w vrH • / FUTv11�.1 M .;a�N c�L. --- r,EE �/h(c �o _ �, • �r` tlr�l, _�oirrl" Fu'rl�if M 1�(1►�. ��v �EN�rM ) _ -- ) uu _ Q o 'L_ O �M I 11111111 fI1I If1I L� Iu1 � 2 � hlc 151-On I�I 11 ID'-011 PLA Q _ I 10 117 I8 101 024 � (v) SAYS � 151_11 11.01, _ worm V1 v 2 O architects PC 7 p gIM. 2NW SECOND NSECOND AVENUE ^- 1 PORTLAND.OREGON 97209 'HONE 503.228-6444 KOUT 10'-0" W I pT H ���o hi MI;G�-,. ( FXT N� DOWEt I _.' Mtil. I -AP L_E ,J�IT F Q Ia. ._. 30 %ore q"S.l?,%a. W�`'�f• � I(o'I O.G. _ � _" - EA. WC\Y G (L OF kA6 I E-L. L lam'-01! Q111 kpf f II SE"-E 4� (0 FOIA I CONSULTING ENGINEERS ' I 707 S.W. WASHINGTON 8T. 60Kn KO JOI NT SUITE 600 ' PORTLAND, OREGON 07206 (603) 227 - 3261 FOUNDATION PLAN-t BUILDING A & B un (I I I KJP1 :-AT1; 5 1 LEVAT lural AT 7OrOt SLAG —' II I (2) SES /Sic FOV, 6t- IU GG)RNGZ 17F-TAILS oi I F u — —� �— ---,� x , PROJECT NO SHEET S2y F:AF F M T T Nn,. KIP E3c?—•' ?7 _; i. C� i.FI UpY,ighl OF ♦ I how, Val ft .. . .«_ t � r� l � l I I I I� I I 1 1 I '�I i 1 1 ( 1 1 1 1 1 1 1 ! 1 1'1 I l ti I 1 �I '1 I I I 1 1 1 1 1 1 _ _. __ ,. ,„�„�,,,�, �• ,.'?� �II . I I ( I I I I I I I I I Ir ` I I I I I ( 1 I I I I I I I I 1 I I I I I I f I I y 1 I I I , IIIIIIIIII!11111111i1IIIIIIIIII,IIIIII�I111111111111111IIIII111.,1111111!IIIIIIIIIIIIIII�IIIIIIII I NOTE: IF THIS M_CROF I LMED —--�- -�-- 2 3 4 - 5 • 6 7 �' _ 9 1 o I I 12 DRAil IS LESS CLEAR THAN ---� THIS NOTICE, IT IS DUE TO THF QUALM OF THE ORIGINAL DRAWING. OE 6Z 92 12 92 S2 V? E? U 12 01IZ 61 91 LI 91 SI i1 EI ZI I I 01 6 9 L 9 S- b E — Z - 131•LDW / ,eilllltl)ulll tulluulnnlnulntclullllllll11iI11t11111t1I nIII1111ItndIn1I11111nuI11i111111111�I111111Ig1111111I11!;iii;I!ulI!1+II111111111IIIIIIIIIIIItVIII!IIIIIIIIIiIIIIILIIIIIIIIIIII111I1111IIlJIIIIII�Ut1IIlUIIIIIIIIliIlllIIIIIIIIIIIIHWf111III�iIIUi�.�111111IlIIlIIIIIIIWIll11 D ]`El" C M B E 19 1991 r i 5 l FD2ATE MGR ' ' AIN I'1 r Z7 2� 2� 30 31 3�10?I O'I �I RK((o)my C 151 011 - w' On 1 71-011EJ 10'_0�� �I - 9 ZI -9 219 21 -9 10-D S 1 _- -- - - 0 p , i►.IbIDE FAQ I ----_I ,; _ — ---J REVISIONS - -- _,Kour I0 0 I w l of H 2 I 0 5. F0 FUTu2E I _- o �� -. j t✓���I-I. EXTr Kip L70 d- I [�A, WAY G 4, (» SLAI6 r SEE 4/s(a FOK 60"1�0 j U I KIT I oI I I►.151 D t FAc�. s °F "' U /T21 _ 3 I S!M. Slo Slo (I� I�IDIGHTES ELEVA T ION AT TOP 01 SLAB (2) 51- 5/5(o rUK &M LI 64(;KWFF_K PETA1 uJ O �D0 N DAT 10 M P1_A M v8 IoII 0 , ! - 0 r � 3rChI IS pC yy 3 123 NW SECOND AVENUE PORTLAND,OREGON 97209 PHONE 501 2?8 6444 P kpf f r 4 CONSULTING ENGINEERS 707 S.W. WASHINGTUN ST. SUITE 600 PCATLAND, OREGON 07205 16 13) 227 - .1261 0 FOUNDATION PLAN BUILDING C PROJECT NO a n SHEET 0 m 3 S3 W 11- ` I"+1 ��I i�, i ISI I�. 1'�I.�I� 4:3�)•._�1.� '�.r:•..�. 1 s ("l1= 18 _00yrighl OF 7 3 I _1 I 1 f , III it1f11-11I111I11111 11�11111�I111I11III I 111111 I I III11 1��1111 IIS'tlll���111111111111 .III11`I•I�III11�1111111111111111�1111111I11111III�I1III,I�I�IIII1111111111111111111111,111111111) 10 NOTE: IF THIS MICROFILMED - ( 2 J rJ 6 8 9 ---- I I� DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUF TO w JHF QUALITY OF Tit ORIGINAL —'-DRAWING. OC 6Z 9? LZ 9?. S2 VZ EZ Z4 IZ UIZ 61 91 LI 91 SI tpI EI ZI 11 01 6 9 L 9 S tp E Z I'."• .' ,►11IIIIIIIIIIIIIIIIIIIIIII�IIIII�I�fIIIIIIIlIl1111tnitlil�III111II11uC,ISN,1n���/1,1111111iullunl111111HIIunIu�Illlllln!IIIu11���111f1111II111►IIIIu111IlIlIIIIIIInluulluL��lI11nI11nuJ�ulIh111111U11111111I1111111111111Iullnlltl� 11 nullfu�uu�111u111u11hll1I1J11111A r - w �DE C Em.6 E h 191991 ,Now, r 1 L [PREMGR AIN M� / � I O I I Z � 3 I �' I � 2 � , I I f ' 4 I 4 '� 4 Q,7 REVISIONS I�, I l I X 1 I A i l� - -- --------- ---._...___ _ _ ------ -_.. _� - —__-- - -1--- II ISI I�I11 I Ur' ( Z7 12 ! nO_ Io © Lw I � a 10 7 7 For-, Q 0 17 18 I°I 20 2 I 22 23 24 (P�) FaAYS C 151.0,► � I ZD'- p I l 4 architects pC 10 ► I 14'3 NW SECOND AVENUE PORTLAND.OREGON 97209 —— — — — -- — !-- 1 PHONE 503-228-6444,OREGON i 1 2 TJ M C x+811 o.6 0 pff Z CONSULTING ENGINEERS — S 707 S.W. WAPHINGTON ST. SUITE 000 �/q" ;,TK UGT I ` --� I I' PORTLAND, OREGON 91206 P�YW r�C1 D I J �y �# O.G. 16031 227 - s?61 i P. w/ d G 12" ROOF FRAMING IIJT�(<. Sum PLANS BUILDING A & B �V 6- PROJECT NO to ? - SHEET E5 I- Pc l E5 S4 V F%f-.:'F=`M T'r NO. EK I F' F3 car :':; OF' 1 'I Y UDY"qnt OF f j s ► Ili• III III t}IIItt tl► II► tit IIf 111 ►}tall tlt tll 111 `II t 111 t{t til 111 1{1 ►}t 1 tit 111 III III I{1 1It Ill I{t t{t t}1 t{t t{� it IIItitI I Ii tt{I lII lilt t{t 1II ttt x< .....w >,,,, � ..e,,. ,,...,.mom-, ►� _ f 1 ,I 2 312 NOTE: IF THIS MICROFILMED ►"' I .°'�"" '�...""4 � • 6 ' 7 8 9 _ I� I I f DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF TIC ORIGINAL ----- DRAW I 141G DRAWING. OE 62 92 L2 92 S2 111,2 E2 22 t? 0? 6I AI 11 91 SI b I E I 21 11 01 6 9 L 9 S b E 2 1 .��'� �►t1111111111111111111111uI1111111tt11111I111IIIINIli11111►t11�►tlllt1N111Nlttt,INIIIIIIIIfII;IIItilNllltHtlltltllltllttlllliit�ltlllt't111tt111111Ii11111NIIIt1111111111111111tIll+ll{IIIIIIIIIIINFIlIIIIulIll111lJIIIIIIIIIIIIIIINIU1111NIIIIIIIIUI�IIINlllffll�}II}}ttIt11111111I1W11111 r w D Jm!4CEMA. -BaEft 19 1991 r Ir. FR(JJECT M( { 25 [SCJ 29 :31 32 JOB CAPTAIN hl► � - 171-0ii CHECKED P_f':, 6) BAY 5D G 15 0 = 90'-I_ li I I i ,1 . -. __--- -- --- -- ---- --- -- --- DRAWN DEJ DATE 1 : -15 t"'/ I; b �H REVISIONS I � 640 S7 - - t F O ! 3/4 11`_>T K I J`,T I PI~YWOOD W/106101 7 L � I 1� 1 L ! lug 0 0 R,00F �A1�11 I��U PL AJJa Q archite;ts pC , 1rt; ylA. 3 rqw SECOND AVENUE PORTLAND OREGON 97209 PHONE 503228-6444 �G Kpf f G�r V ,91b CONSULTING ENGINEERS 707 S.W. WAS11INGTON ST. SUITE 600 PORTLAND, OREGON 07206 (609) 227 — 9261 ROOF FRAMING FLANS• BUILDING C x I FF7 NO r. 0 ET • m � Z CLS5 w w F'FIt'M T l' NO. )`'t1.1F' 89---2723 Q 14 01" Coarligh! 7. plilil�IIIIIIIII cJill p, iifl)i itlllllli1111�1 I Ill I11lI Illllll Mill IIIIIIi illlllt IIIIIIr IIIIiII IIIII>JI Iltllll 1111111'Illllli ilililkl�Illilklklklilkltlilllilklllilklklklll�lkliiiii ter.,,,,, r r 1 I f � 1 I , I I I � I . NOTE: IF THIS A ICROF I LMED ( 2 3 4 _ 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, I7 IS L"k TO r' THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z BZ LZ 9Z SZ 1P EZ xZ Ill OZ 61 81 LI 91 S' t,I EI ZI 11 01 6 9 L 9 S b E Z 31V&Do . ►►IIIIII111111 III111l11 111111111 I111IUi1 IIIIIHtI Iittllllll Illtllllt i1t11Hit N1111111 111iIIII1111tIII111I1111111U IIIIIIiIk IIIII}'� IIIkI1111IIII11kIli IIIIIIIIIIIIIII11111111111111 IIIIIIII 111111111%IIll�llllllul11111 IIIIIIIIIIIIIIIItl1I11111f)IlIIl11I1111�1Illu11111111))IIWI)ll) I T B �El! _ r 19 1991 I PROJEC-r MGR .108 CAPTAIN �1 % X I" SAW CUT (SAW SAME DAY A3 1-t If-CCE D 1G POUR) FILL WITH JOINT SEALER N1 L,HAVVN- TGH 1/8" PREMOLDED STRIP FILL ---5REAKBOND �w AV L)AL'HT� II I� tai I WITH JOINT SEALER - WITH CURIi�G POUND �► - --- - �'■� i+VISIONS l.� �T CSF 1, II•,'Tr=1� i: i I • . � IW L'l' 5A ��I pE �A , NOTE: CONTROL ,JOINTS TO BE EXPAN'31ON JOINT WITH • • --- _1 �' J / P?�Gk-�'f 20'-0" O.C. MAX. 1/2"s X I'-0"C%REAScD DOWELS 0 18" O.C.--'' _ --- -� -- MOTH: NOT 10 BE WITHIN 20'-0" O� WALL _ � 1 M 6AW CUT JOINT F0RME_� JOINT CON5TRUCT 0I JOINT 1 � r 2) '� 6o1 j-r. To f-,c W T vr � v z i W z -rte LINTSe70010A i L� AT Op�� L� Kl AT J O 1�T 5EA G2 I Q v� �"�'h ��4 . G�NT L�. ,��I �J T� I IBJ�� 1210 Wim I f t.._ I�ullull 3 �I- f- " J2 -$ I= I -a II SZ O Jl � 0 w UL >nn Q TO 2 -0 2'-0'' TO .4'-0 _ I -to 1101 `U 8 no 1� 9I 7 'rJMORTJw (fut7�<.� SIM•) '� pow E�h -ro I✓Ip.TGI� -\ *S - L_I1 �► _ I Q it , • HORIZONTAL • �� V 03 6 all O.C. TYP WALL STEEL BARS cJ� I�j"oma } • NOOK BARS r(`� a NOR T WAY �.l-T ►-1O0I�- -1��� ' �� • • �o n i C� ICS 'W,- , cl1%IJ OTES � -L�d Lu � ' N� � thh.I r, N C���*s co►.rT' �� 5AR5 IN 5MALL 5ECTION CORNER DETAILS . I ONTAL AND VERTICAL DIRECTION ` �' worm I 11-Go it \` �X'f �1 p P�Ar2� TO ABOVE DETAILS APPLY IN BO TN HG R Z ar,,hifeCfS PC Exr�rzlorL FTS I 1 123 NW SECOND AVENUE PORTLAND,OREGON 97209 PHONE 503228-6444 I L L. TAIw A2 L� - �1 �� �� � � f N WALL FO�/ /tl\. L L. i 1 -314 �, _ �� G� 4,, 1,_� �- --- 3/9.,'t 1 I_O I� - I ••O � i it — P30 ,0��0 r— —77) F �f��.v.-T --1 I rJ vl / N1�Yc.�-�► WA4-'�-. eaI ki r - ---- - - -- - Q �f 4-12c.-:2 P !rp H SIN, H I N c CONSULTING ENGINEERS 0 O O I _ 707 S.W. WASHINQTON ST. _ SUITE 600 i • . _o --_-� � 180� �ciE�. 2/y4 FINK- 6031LAND. OREGON 07205 261 � ,/ �7� oJ/�- 4 ,(:g -rjM OK TJhI 1° 1-lo w SECTIONSAND 1 \ - C4� 5 G91� ►h OF Pipe - # II DETAILS 1 i it t>I DE C M - jL PF30JECT NO - SHEET J67 lev- 100 �3 evg�ks z I S6 V ' ' /�,��� -� 1/� — 1 � ' ✓/�1II I ' � " C77y / //¢ + OF U Yn 9h1 7 I r n ,I FI i fillfity"'. � 1 IIS 111 111 Ilt III III 'II! Itl Itl III (�I II11111 III III `II I{) II'1 II III 111 III 11 . 111 II II,I 11� 111 III III Itl III III 111 SII Illlllt III III �li III III I11 111111► 111 I,t , ,,w,., "'r�"' 3 4 5 7 12 NOTE: IF THIS MICROFILMED ( 2 s 8 9 IQ II DRAWING IS '.ESS CLEAR THAN THIS NOTICE, IT IS DUE TO a - THF 9UALIT't OF THE ORIGINAI --.-----------_- -- DRAW I NG. O``E 6``7 8Z LZ 9Z SZ iZ £Z ZZ 1`3 7`Z 6f `- 81 L1 9`1 sI bI 61 21 11 01 6` 0 L 9 ►IIIIInI11nII1111Hlilt III llllllllllltllllllulllnlnif�llu111111►uI�f1,IluII�NItIllulnulllllluttl1111i111IT111111Iulllti�lln!111111rr111u11unl1ul�rinlu1111111111U�1nllull�lullntl�llulWlll�llltlnlltl;i11111111II1u111n11111��IWlnu�ullhlu�1111u111111nn�tw11111 F MGR AIN L , -- REVISIONS i d ,a t2o�IT�J �+-�s wl uj ,� �. w I _-- Ill�ll� S> L ' C I2Oz-,7 F 544�A'1'H 1 N G ro L7/J W/ 5/e` 'v 3,n'TS r \ 4 -O" OG worm , ro ;/�l TZ [123 rchitects pc NW SECOND AVENUE ORTLAND.OREGON 97209 HONE 503-228-6444 j, WA L, PRO • b ,3a p�v�S L. a t� kpf f k p CONSULTING ENGINEERS 707 S.W. WASHINGTON 8T SUITE 000 PORTLAND, OREGON 07201 1603) 227 - 3251 SECTIONS AND DETAILS + Rc jFt:_I N(-) N S7 a o • m a a W K ��.._ 1 n OUyriynl OF 3 1 i �' +1 tt ► 11111ttt �t�ttt+tttttt , t�ltt�Itiltt, �� 1 L{'ItIY'{r)tltltllltltit) )r111tItItIIltliltltltitltltltltlll1111�I1I1 Itltlt' t�li►It�l�tl+t•I II111ti l l l l l l l l l l l l � i l { Ill 1 1 1 { I i i II I { Itltt�I�litrltltltlttt ,,�,,,,.� , 2 a 4 5 6 _ 7 ® 9 1 0 I I 1 2 NOTE: IF THIS M ICROF I LtdE 0 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO •y THE QUALITY OF THE ORIGINAL -- ----------•--- DRAWING. 0c 62 92 /.2 92 SZ 1'Z Ec 22 12 OZ 61 91 LI 91 S I h I C I 21 11 01 6 9 L 9 S b C +t!1{Uulun{uniuu{unlnn{ttultn►{u1111111Itlilllru{1ml :a{Htrltm{►+ulna{Ntl{111!{HIIltltil!!ltlilt!luttlttttltiilli!+!litttllNllllNtlunINNINN�IIIIIIHIillll<IIINIINIIIIIIIINlIIl11IIIU{tljltlnulmtlnUllln�1111IIW�f1111111!lIIIUIlllIIlt11I1111I11lIIIWI1111 _ CM13Eih 119 �, 9 !.� 11l J I_.JJ4.1 . IFe- i ,:umnr*dleG�ri'�n+ant++l�'cnFd i PROJECT MGR. — �-E - INPr?CN f'LAN� Fotz NOTES:E '3: (UL_vE R-T PE51 U N ANI✓ _� I I CAPTJUN ,. GENERAL NOTE131 UTILITY C� _ � � �tzoNTP'UE lMWZ vvr;MENT fr1 Fo Pt A rl vN CHECKED 'I �✓ r 1, ALL STORM LINES AND RO(ir DRAINS 6-INCH P,V,f„ WITH MIN !'Il1M 22 S:.UPE, � � 1 THE CONIRA,TUR SHALL BE RESPONSIBil FOR EXPLORATIONS AHEAD OF HIS WORK �NOT>% Gtltz AVA/AN6E WAF+jjNC-4 12" METAL PI E O x MANN UNLESS OTHERWISE NOTED. I(,jWo "TO IN JT LL_�t? EKY INV 261.51 _ TO DE1tkM:1NF THE EXACT LOCATION OF UNDERGROUND UTILITIES OR OTHER —' v� G A t�rGH ��rrJ __ ��. � �AlE �•Z� S� FEATURES WHICH MIGHT 1NIERFEKE WITH CONSTRUCTION. WHEN UTILITIES OR - 01HER FEATURES ARE ENCOUNTERED, IT SHALL RE THE CONTRACTOR'S 2� ALL STORM AND SANITARY P,V.C, VIF'E SHALL CONFORM TO ASTM D 3034. 4'IN �•11`''I 2ci4.Co� I RESPONSIBILITY TO SUPPORT AND/OR PROTECT THESE ITE-,,) DURING CONSTRUCTION SDR 35. tr%•IN ZF.{?•if0 y�►'• Zo SO AS TO NOT INTERRUPT SERVICE , NECESSAR•i ARRANGEMENTS SHALL BE MADE 1 3, All PIPE BEDDING AND TRENCH BACKFILL SHALL BE PER 11:E TRENCH DETAIL, 0rroPM_MANHo WITH U+IL{TY COMPANIES FOR MOVING OR MAIIITAINING THEIR RESPECTIVE _ _.�-- P SERVICES AS REUUIRED, CONTRACTOk MUST COMPLY WITH O.R.S. 157,541 TO rM 2'S?.�i0 `1O O.R.S. 751,571 (RE.: UTILITY LOCATION, ETC, ), 1.t✓ IN (h) 2�3 ��� Y. REVLON$ I•E. pU1• 2g2 az I EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY ANO MUST BE © I VFRIFILD BY THE CONTRACTOR, ADDITIONAL UNDERGROUND UTILITIES MAI' EXIST, INAL.I, AL1.- SEPTI(. T-AtJkh '7HAL . C3E PUM PEP OUT AND O ;��' e;Al2.J7JGAGP 2 2.3 THE ENGINEFR NAS N01 BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND FILLED wITH �AI•JD OP [GILA\I>✓L. L-OCATION OF cis �y y�"v �;' � 1( Y�Y `� h�' * f1Temoor CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY KEPT IU -IANK-� h, UNAVAIL.AI?1LE. THe GoNF•A�TbR 256.9 h�• —45fWA L-41- , a`a � I�"� PRECAUTIONS Ok TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES --•__...._. 2b4.Q X SN AL_L. N cn I P'f -T}i e 8U I l-D I W Cj DE PA irT M e Krr To ,� "� �'7AC '" , t>• I REQUIRED FOR THE CONTRACTOR 10 PERFORM HIS WORK. II�I4,PEC•l' THE FIL..LINC� OR r�r`^OVAL OF ALL S� 5 t' L'��i'rIL TANK-';,. FND. `i/ET" IR +. _. ..._. � 2�&AQ �Rlu. &rf �,=0 o O �+. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING G•p. _ _ '� + :.r, —�: LTAP 20_ 0 ZO CONSTRUCTION. CITY STREET OPENING PERMIT IS REQUIRED FOR WORK WITHIN 1,�LIr '�c� o '_J, jQ --_ ,.'.ri S.W. WATkINS AVEWA, STATE HIGHWAt DIVISION PERMIT 1S REQUIRED COR WORK "� I.a t 250 `35 2 ' 1 "S7 ink SCALE IN FEET WITHIN S,W, PACIFIC '41GHWAY, � y Ib 2 � � , � '.. � '� INV X � hE'� y1 �EEr �D s�wc� FtANy THE CON1RACiOR SHALL DEVELOP AND MAKE ALL DETAILED SURVEYS NECESSARY FOR I �._ ' 2`i 4 \ UTri✓Iz ` 1608 �A►JrrAizr yEV+e�Fz PLAN AND r'� FILE CONS1kUCTION TG ASSURE COMPLIANCE WITH "HE INTENT OF THE DESCRIBED WORK. IN 0 CATCH �___ Q TRAFFIC CONTROL SHALL N PROVIDED FOR BY _ - \ �� �• -- __ THE CONTRACTOR AT ALL TIMES SHALL OBSERVE AND COMPLY WITH ALL FLDLkAt . r F_IM 25750 X53 --_._• +. ry, �,U "~�---� --_ ___� THE CONTRACTOR; THE STRIII SHALL NOT BE U ' ` �'� Zh k "--- 12 12�`a.5o �' 2 ---�'• 1 R 1 `~-- --•� CCN 255.61 STATE AND LOCAL LAWS, ORDINANCES AND REGULATIONS IN ANY MANIOR AFFECTING 1, " S' k Q CLGSLD TO TRAFFIC. ADVANCE WARNING SIGNS, IO ,� `'L 0�' 'S -•._. .`"--••• THE CONDUCT OR SAFETY OF THE WORK, CHANNELING DEVICES AND FLAGMIAN SHALL BE ) � ��- xr IhwAT1�i2 �h 4$l.•I` � �hh 4j PROVIDED IN ALCORDANCE WITH PART VI OF THE / r �. METCF� Y �` 0 FP 7, ALL MATERIALS AND INSTALLATION SHALL COMPLY WITH ;TTY OF 116ARD i�Ifv MANUAL ON UNIFORMI IKAFFIC CONTROL DEVICES STANDARDS. NOTIFY CITY INSPECTOR (503) 639-4171 24 HOURS BEFORI � U lu u STARTING WORK, FOR STREETS S HIGHWAYS, lt,,. DEPARTMEIJl OF GpTI�N �Y1'!I►_J `6 TRANSPORTATION F.H,A, �` Ielm ZSO.bS J ,t *. meq. " - 6.05 8, LINE AS-BUILT MYLAR ILLUSTRATING ALL PUBLIC IMPROVEMENTS SHALL BE All DEVICES AND FLAGMEN SHALL BE !N PLACE W - � c t' WIDED TO THE CITY BY THE ENGINEER. , ^ ., ` + _ �1.0 � 256 8 * � -��� � h� �'� PRIOR ,0 STARTING MURK. � r + 51 vE K- �� 0) ,s '° v h ORADIND NOTES: + �- m J t CONTRACTOR SHALL NOTIFY THE ENGiNEEA WHEN SUBGRADE IS COMPLETE, AND 24 2S O _ HOURS PRIOR TO PLACEMENT OF ROCK MATERIAL AND 2L HOURS PRIOR TO --- FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE / ~~~1 �� ~ N &' U Il,vI�J ti G / 6, Purw000 �._._. ,� T Po+v6P ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS HE RESPONSIBILITY OF THE G.o. •,. \ o► �,S ,. ` 2- � 'S SIGN / � �'- � �' �j(IGJT fi<x.� FNn. 5/13" R. 18.2��.x� \ ICII.J��j F�,4p Le ! �`� -i�'. To CONTRACTOR. �/ / ; GiIS I ) y' 5TU138EU CNJ *11- r (p-f -Tt :. 259.96 t` / 6 �' ,� 1► J4� C 2. ASPHALT CONCRETE PAVEMENT MIA TO BE DESIGNED FROM A MIX FORMULA + t �� F'ND5/' �'i ! "TO r> Iltt I(�I 1nI APPROVED BY O.S.H.D. FOR MATERIAL USED. CONTRACT,)R TO PROVIDE ENGINEER I �''�PGHiTEL-1'� / , W�BIJR C '/ LL WITH CERTIFICATE OF COMPLIANCE FROM ASPHALT PAVEMENT PLAN, UNLESS 2S 2cPJ•lgI % ,, ��'` Ir � ANp RA OTHERWISE INDICATED. ASPHALT MIX CLASSIFICATIONS SHALL BE PER THE � 4g 1•el I, f l UJ(a AT � F GID 0 , �� � 4rp � I f d PAVEMENT SECTION SHOWN ON THE STANDARD DETAIL SHEET. 13UILpiw 29 9 `!' s, 1 STY BLDG SIS', ! / r'_ � 47nZEJ f" ANP W 70C 3. EXISTING CURB TO BE REMOVED AS SHOWN ON PLAN VIEW AND SHALL BE DONE I N ! IN15 f-1 �Lq�R UD �, J161 9 ?I'cx� __ w w% �MPI��/EME�rT PIANS F SUCH A MANNER AS TO NOT DAMAGE THE CURB OR ASPHALT THAT IS TO REMAIN• t� f Vr70�/ EL 2G17� 4()� VF .�� i �.1JRI'j RErUr2N [7E�1larJ d 2�2.5p �S .y oo ��' 11.1FORMATION 4. PAVEMENT JOINT: CUT EXISTING PAVEMENT TO STRAIGHT VERTICAL EDGE, .LOIN 2 � •.,.` , ., %.r .G l.!'- NEW PAVEMENT TO OLD PAVEMENT WITH TACK COAT OF PAVING ASPHALT. MATCH / �' 5� � '7 25280 02 O ti r _TGH `-h 24-.74 GRADE OF OLD PAVEMENT WITH NEW PAVEMENT, Cb ! +� / BOARD • 6d / �. +`> FENCE 2�� 5. ALL AREAS WITHIN THE GRADING AND PAVING LIMITS SHAD. BE CLEARED OF ALL + 259.5 f� O ' 1 / 7¢'r DEMOLITION MATERIALS, ALL EXISTING ASPHALT, CONCRETE, ETC. , 1: TO BE /4" 2 :;� vP� 00, , REMOVED FROM THE SITE. EXISTING BUILDINGS, ASPHALT PAVING• �,'�U CUNCRETE ENI) , $ ��C"EE ,�GHIT e kl 0 / ! p , ,�• j �C.,'t., < •. FOUNDATIONS INSIDE OF BOUNDARY LINES TO BE DEMOLISHED AND ALL DEBRIS IR / FOR EGTUIxc`� VYINla� 2� (� �� d , �� �... oJ�D ` Q• pp� ! • �`ND FA�T�i�1Vfz,AIN _ � � - -�-- � �f I 2� rv� CF;' C)!A REMOVED FROM THE SITE. ��. pit? PIPiN GJ AT F0UNC2AT IUll,l. GA SIN r �v '� �� Q �, 1 �� 107 1l�1 �' tr, 6j }. 59 20 4T, p� Skit X 6. EXISTING BASEMENTS SHALL HAVE A MINIMUM OF 12 6-INCH DIAMETER HOLES qAq � oU -►^^'�-•.,� IM2SA ^�� ? 'T ,� (' �//� ! �� � ���1 I' IN F iol,-J OF PUNCHED THROUGH THE FLOOR SLAB AT 10-FOOT CENTERS TO ALLOW FOR DRAINAGE �tO '� I < C, a n �PI`� i i /URIC � •257.4+a,• D� o � � �V Z ••�,• Cam �X t'�T I►�-i PRIOR TO PLACING STRUCTURAL FILL, THE STRUCTURAL FILL SHALL BE PLACED i3 'G- �j Tp PER ITEM Mei BELOW, (SEE DETAIL FOR TYPICAL PLACEMENT OF FILL AROUND V7�. q�uDar.l vpf'en AND �Q ��� �� � •r G�ENo7i=�i HEAVY BASEMENT MALLS.) '� �Y LIG�1`II.JrG � CSN GrU f 1J9. �' CA ,� c s8 P� ��� �� ��/ c? [�i�E t�LTA11- ' F'Her-T G-2) T'PA rF1 G Agr_^ wf✓-J.1,G'f�lurER PER [ 1RcC%T �•- g � IzT 2 bN 7. AFTER ROUGH GRADING 1S COMPLETED, ALL AREAS ARE TO BE PRUOFROLLED USING CLA'-•Tb►./ ` / �- A LOADED 10 YARD DUMP TRU:K OR EQUAL. ANY SOFT AREAS FOUND SHALL BE 7E� J `�RC'F'��'Z' Y�t�y� r Zg4� �1 2ff� N / i, marm OVEREXCAVATED TO A DEPTH OF 18 INCHES AND BACKFILLED WITH 1-112•-0' '�� !\lo M��TEiz, Dlt3i�2JC� �� 'r" �S , C�► ro / �/� � Y i' arch{tects PC CRUSHED ROCK IN 6 TO 8-INCH COMPACTED LIFTS. +T 2j•GX' I� / / 4 t J3, ALL STRUCTURAL FILL SHALL BE PLACED IN 8 TO 10-INCH LIFTS AND COMPACTED C 00 L ... - TO A MINIMUM OF 952 RELATIVE COMPACTION AS DETERM;NED BY AASHTO T180, Ute l' k �' 0. D 2SQ,5 25,+ IF GRADING IS TO BE COMPLETED IN WET WEATHER, ALL STRUCTURAL F•'.L SMALL / y C9 Ld �0Q ^^ ��, �1 �"' ` �\ 123 NW SECOND AMAX BE MADE WITH GRANULAR MATERIAL WITH A MAXIMUM SIZE OF 3 INCHES. / �6 Al' ` �0. f T wr 5 +••+ 209 CONTAINING LESS THAN 5; FINS. DURING CRY WEATHER, OTHER MATERIALS MAY � (,1 ./ J `� $ �' Gfi /? T1j�I�1+}�� .•.�•:.� ?r � °rslr. ;,iy'�{L OFFICE PHOnEtA�GON �� 4444 BE USED BUT MUST BE APPROVED BY THE ENGINEEk PRIOR TO USE. +ry 2 F' ��, , �„ J� AF?F rIt�VE'� . . . . . . . . - . . . . . . . F'LN1* .,OU`�E. u- F,q t C `� { y �V 9. ANY SUBGRADE MATERIAL SATURATED WITH WATER AND/OR DISTURBED BY 600 W� WELL Zy�'SZ L i!61, f •�7 CONC?iT!nrvALL'f A�°►�aVED . . . . . . . 261 2 �• t;' � ~ �"�.. i Z�Q"A ;. t` SL ( PCrN�Q• R) TGG+ _ I' EAI R APPROVAL L•'' DLANS IS NOT MI APPROVAL OF I CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. ( �D Psjgl�j A , CMAISSIC'N>, "R AVER SIQH78. > ALJ-EL. T FiIIVl. 99 i Y,r -'`" 2 �6� / 261.4 r0' ........... ON '` `� \ O SEE r,T'' LETTER. . . . . . . . . . . 10. ALL PAVED AREAS SHALL HAVE A MINIMUM Of 4 1HCHES OF COMPACTED SUBGRADE. .2� .� � / { PAVEMENT SECTION SHALL BE PER THE DETAIL ON SHEET C-2• A- ; t `o �{ A _ 1 (� 4 \ V 6-.at :r. (+„ `w".�" �""'' DAT 11. ALL ELEVATIONS ARE TOP OF A.C. UNLESS OTHERWISE NOTED, �/ ; TC�y` ` / 'OC f/ �N !(/ Ex io3T t'o+vER f3�t e To rp tzJ✓Lti�c� v nc`� 12. COMPACTION SHALL BE TO 95i Of MAXIMUM RELATIVE DENSITY BOARD. 2C° { / -""_.._� }. 0 ;t7`"'~ ---�- �- / ,�V �' (B't UTN6�) KJ< �VATES EN(." PS 1 BY AASHTO T180. CONTRACTOR TO DETERMINE TYPE Of EQUIPMENT FETICE � �-- � „ A 4 CLJFtf�, / /� . LA14DalMYm 100, ?G I.�g p• 2 STY •RM .. . eafl ` `� wi sw CAMAM amh AND METHOD TO USE TO ACHIEVE REQUIRED COMPACTION. ---�•� f_ Q�1 $ �1 6 \ / �/ - - / M R W RASE ENT ! SME CdV*G0 OREGON ? t ?G 1.76 ►� 11'� F�CI�iT11JGI WATERR vk� TO 131; R E f`�'10\/ED (so3)aoaU AN v pC, L-E7 lJ( TifaARr� waT�u pl`7TRIG( �0 _ ' 1� 2 &.ooh - •• AR l 14" SE' t VJ �v` �,1N _70Gc_ T.. ::. r....j VJEI.L, 16.7 m GAI'1�D AND l4T�►APIDON1sD - I.�. P��. I / , 7 1053$ ,�(�' C?' H/OW� zv E DDI.IE PAY LIGF�IV 6dN[7�.D. Z�O•�U I42 1�`2 TAP 6+ �ERVIGE I��EA I � I ' 'n �� � -„r- Q vJ�U.DW LJ�E'Jz F�,.R 171RE(�TIPN OF IiLAYTd 1 I.-Low � L.E. 17Q TYPE "K-" I �t0 40N J. G�IAF�DIJ R W 7 Ma�fF.�- , [214x- r rfjo. 'I I p BUILDI1�1Ca A. _ h / - : . �. SPF CE:: 4 . h.> ! Y t'3, �`�'L WE:L � NEW FI� ti _... -- --�----- _---- �'!� co FII.1VyH FLooR ELfv 2(flE•g g 1 i'� r H r vwarrr' Oti Wti 2�] �� ��....__.._. �.- WIRE 14 E'LUM r,� - el --F I�1VCE ¢ '�/ D • _ .. _-.... x .._,..__._......-_ _. _. _ fb _.. +- -- 18 CH / !{7' > Y' xx 6 x x _ _.._� x ....__... .�. x _ .�,.. x ._...._..7 X c _ __ . -.�_._ `.A - AF�HITFZrai Df4AWINL1y FOR RAoF-- FIS � _ EXI�i INI� GURb , (a7 v! h� ANv F�rTN&a Vw—AIN PII'IN6s AT F_vuNr*r1oN. �r'ev Ptz e.,c�lNr�tz• `L •6j " — — _ .__ _ 'b�° r I f �wcLIT 11 I'� r"D IzwK-. -- , _ 11 END 5/8" IR ,Eat ' . . ----- -___ . i� - -- r•-z:;,� - - - - W/ GINTHER CAIO �� - — __ _ 40 I � ! SII,EWIgE PRINTED -���_-- - - - - - �v m �NC ItiJ�E � �+,,C/( D E C l l 1 Jo!_� 2'GLAOi0 "�' A/G FV O-T &V-c"y. Pr- � I r R_� iS1,WAi..I.. '•"" - +, �� ! •� S 2" GLA'�i "t'�" A/C PVMT� ��IN E!'-E? II� Z A. I 1• a L 't7 (ROCK) / �ExTr KAMPE ASSOC., INCL_ _ ®1' 'N i'E-I t IAYOIJT 10 I1 1 STY F.RM i TPAN cURd 2' ""-o Gl�sHc-t? Fzocx L\ „ 89 ► '' r�I 4.4 GARAGE. Coy �,I DE W/IL.K TO i PROJECT N0. �' F,C►'�T SIbEWI: '�TANDAt�D GU1tD AND �+IC .WALIL �Q. I i E T N E / TYPICAL S.W . PACIFIC 1°�W • ------ IMPROVEMENTS PRIOR 10 USING 1HLS1 PLANS FCR CONSTRUCTION, , Cl THE CONTRACTOR SHAII VERIFY WITH THE ENGINEER E F!1�1T T 110, DUP' 89--.2.72:7 FOR CON ® AND UTILITY PLAN THAT THEY HAVE ISE LATEST APE'ROVFD DRAWING. DING A GRADING • L a �11 III III i'lt Ill Ilt II tI1 III I�I III III Ili 1�1 111 S11 I�1 Il'I Ill 111 111 111 Ill' tl► Ill ill 111 111 III 111 Ill 1111111 III Ill 111 I;I III III 111 Ill Ill III Ill III III�III ,,► � NOTE: I F THIS MICROFILMED � ( 2 -----•—••3 e -- 5 • 6 7 8 9 hO _ 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THF QUALITY OF THE ORIGINAL ------ DRAWING. 0C 6ttZ 92 LZ 9Z SZ+ VZ C2 22 12 011Z 61 811 LI 91 SI t,l ET1I ZI 11 01 6 l 9 L 9 S b E �� r iN1�1111�111111111�1111�111111IIIIIIII�IIIIINII�IIIIIIIIIIIIIIItItt�Itliltlltlllllll/IIIIIII�FHI�IIIIlI",41�IH111111�II1111111111IIl111li��llllll1�1IIIIIIII�IIIIIIIII�IIIIIINI�11111111E�IIIIIIII1�1NIII111}IIN�FIIl11111�IIrIIIIrI�II11�r1rIlInFIIllII1111CnIIIInIIIIlE�U11�11IIIIrFllnlslEw�Nl► D PIC ',F-4 M B E-i 'T 19 1991 t i j --- PROJECT MGR._• j0 CAPTAIN ---- CHECKED /;5.JN 3' 2 I/2" 1 ----- p SPACES -2' O.C. 3'-2" Irc 2" BAR- 1/2'X2"X 3' 2V2" DRAW.. IW T 1 I DATE 8' 9 ..-_ • - / ° J�_ _ ° k — •. -err► 1 r 1 •+mow.... I I I lV REMS10NS -HAT'L: 10 SA M E YrF+ ' L- -_- L. - - - ',L/ _ Juujjj-]- / - -- -- 3'-3.3/4' � m THICV TW IC BTV&j&TR % PLAN / _....__ -- --'!� 3�-Ip /4 6" I „ CASs I110N WUTE ------- - - � 3 ►•{I j � SERC1 lOr� -_ -�-- � --�-7 7/2 - - -- / STANDARD LAST IRON 1 RIM FRAME b C0,414 I I J - _ __ _ � C SECTION B- B • L IL -- -�- IA 'r FIn15HEU GRADE � (?) - 2•V2"X 212"X!ye"X3'-3• _ CA%H BASIN OUT LET PIF ' �. \ l _',,,`^ _ ' ~; 1 ° I'-4•V2" I / , �------HI NIST - 12 BA S,AL4 ESS - ' �'���IN -G` r'., �, E L E V AT I 0 N BE BRuUGMT DOWN TC MA. M.:M _ KMUC 2 7' OPEN r / MM COVER AS OUICKU AS POSSIb.E c�1__- - - - -_- IfM1C,cLE T' l0"6 MI Th • / / 1� •, / •--�• ' N ' _ _ _ TFJ1 llF[ ... PIN 1FAS7fN WITH E e 114• M ATTER CATCH BASIN CONNECTION - BTN BTl B[XTS: GROUT 6• I 6• o- BOTTOM OF I MIN. (2)-20"X2'V2"X311X 2'-3' � o DITCH C, El-i M1 .1. 9 1991 / �— VARIABLE tE o�, _ \\ I -6ENENAL NOl E 1 -------- � 0. AlPflAli COAT All SURFACES OF CATCR to uiN BASIN ANE. CLEANru�! AFTER WE�OINI, (X COMPACTED FILL--, I 1 e TOT DIF 6 LVANII( (Ai KAkUFACILA*F; FRAME AND GRATE DETAIL m --- -- \ e -- t I � r - j OJBCRE t 1014; • .- INGEU CLEANOUT -- - ---- I \ / � ' �,. — USEEXISTING � SECTION C- C 4 �' • d o . s .. o . 6 FRAME 8 GRATE T �1�1L_ I'-5"-++ 11 T •o '_i \ ' IN STALL - �� ---- 2'-10"---+ DOW�LLS 0•A: Q 45• REND -fTA10ARE CATCH \IN I I P 4a 6'O.C•, ,Ii' -10' �SECTION A-A �TERUi 15 ,/•' K S I'�jyAT L 10 BA KILC STEFI - Zf6" MIN 2,500 PS I WYE BRANCH _ CONC , ALL SIDES. n _ �-- •' — i' i REMOVE -'' i' A •4• BACt INSIOf rA t -- - - - rPROi'IOE EA SECURELY INSTALL 1 .. ' 1 -------- -' PLUG WITH RUBBER RING GASKET 1 OF CATCH BAS,. - � 1 ' EL E � A I ION NOTE. WEAK &-AP GORIER,` Af TEN 11ELDINc ` P• • , . . DITCH INLET RAIcED TO MAKE Lc? CATCH BASIN 0� CATCH BASIN HINGED CLEANOUT STANDARD CLEANOUT DITCH INLET II(�II r�J NOT TO SCALE NOT TO SCALE O NOT TO SCALE NOT TO SCALE <L cc nII OW M, �� -- NOTCH LID FOR ' �!� w� W / LIFTING ROOK. Zr 6i1AOX9*6 40N F0 c 12'MAX. __ I CURB SMALL BE MACHINE FXTRUDFD MINI 'Gj C-R�HC%V �K- � t 2 TO BE 3,000 PSI AFTER 28 DAYS /J ` _ _ _ 3/4"R 3 EXPANSION JOINT EVERY 20 FEET / I ` ' ` � 4 CURB SHALL BE BONDED TO ASPHe.. STANDARD NANHOLE . i�i ��r Q - ,�`\\� - 7 � •�/^ L� /J� K i � FRAME 8 COVER / �f �� I'` ��� �1 �� �` ✓• G��t�AC� ��7II2we - �J�N7 - AND/OR CONCRETE. / 1 1 1 ••, ��� rLATNE G4MPAOTTGnJ I't w�,r�fO T SET FRAME I �r 4 I q I A \\\\ rr'riF r 1 I� p __- ,�• �1017 _ _ PARKING AREA I� , L_ I \ FINIS" GRADE IN MOTAR ` I r// J L_ - \1 - - ) a rr GROUT- - - //— 4"CONCRETE EXTENSION �I I - - -% - rfl - _- :O O ll 2'-3•-, .__ pQ / •• I - \ MAKE SURFACE .0 0 RING �;ROUT FILLET SrtGGTN I j I " !!FORM GkOU,EJ d,- I 1 j 111 VERT TODIRECT.GN a �. d D C5 -O - -- ---- - ,��y,� - 1 L 1 I OF FLOW 1I I O 0 - /1) v -2' 03/4 C."GLlA/J v%" Air rhL.�IG A L - RAM•NEK JOINT I I 4 m �oNGtz�tr. CZ UFTS}. •: 4B" MATERIAL OR \\1� >a G Q i/ / �_.- -� 6. V AJ PAVEMENT SHOULDER- IRS 4B"• �\ I r, MK RISERS ��� I I Iz"Max _ _ =• `` II IZ '- I' MIN1lJ�J G��J�IHED RIX�I� i o n o �, P ✓ �--EPDXY SONO �. NGT E _ l7ft SLOPE . \ --- •�V�C . �/ ,%� �'� ) $II (/7/ I OiL _ I. 4"CONCRETE EXTENSION 111401 I �� + a 9EI.ATIvr; I-0MF1Av1 0`iJ P� t� A^9HTC' T-ICU. I ssrB -, ---^- -- - _•��•. 1 sL_ INSTALL 4S REQUIRED �i0 BRING 1•�-. - -- I'- II" .- ----------. __. I MANHOLE COVER B FRAME TO _ N E AV Y TRAFFIC AREA �' --- - -- ---_ _�—---__--- DESIGN 4MAOL IMAA. 3t:1NG) CCJER d FRAME TJ BE MACHINED -- ------ 2'- Oy " ------ -- z architects pc 2" LAYER COMPACTED TG A TRUE BEARING ALL AROUND. 2 T # /,� G�}-'1 E�'V ON Ft � • • v, u • - I ' 2. INLETS/OUTLETS AS R!0 `-~-- -V--- " ' GRA.VEL( 3/4' /4 1 6'0 MIN. 123 NW SECOND AVENUE MANHOLE FRAME AND COVER PAIVEMENT SECTIONS EXTRUDED CONCRETE CURB PORTLAND, a?EGON 97209 STANDARD SHALLOW MANHOLE HONE K;3,}-2?A_I3444 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE I -- EASEMENT AREAS TRAVELED ti!G'fTS OF WAY TABLE A I TRENCH WIDTH Existing ROTE: See "Table A" for '- ------ _ Ni - - - dimensions not shown , Iyrrvew0y K in feat IUM PERMISSIBLE %�', � _ ____.._.... - _ -_---- _ .- AT NA,Ivt For Driveway , F! W '( TT 6 AyOVE TOP-OF PIPE MArkRIALti� "ti 1 2 0' CRUSHED ROCK, CLEAN TYPE A TYPE A-I ConndCfion - -' r - S 6 e l 10 See Surfacing 1 [AND COMPACTED TO PORTLAND CEMENT CONCRETE ASPHALT CONCRETE peloa - - -- feet 'eet INin feet PIPE SIZE TRENCH WIDTH ' 95% AASHTO T -189 D41 _ '_ Slope vVriablo _- - - -/f-T- W la Is -IS . ._I, 15- 6 2' 0" I 1 Slop" vat Ion( (See Insor 1 AI ^� .,I -- - -�' ISec insert AI E , : E 14 11 11 11 1, ASph• Cont. rear in SW lace _ 6 ' - - 2 0• -_- l� - •- Concrer• curb . j Class of mi. as sueulie0 1 .._ �' ... -•.-�_� - -. . Concrete Curb r wI ._..I F Concrete : 7• l - -- 2 18 21 21 1 21 I< _. IAT 1 ASSOC ES_ 2' u;IVll ttdi�INEERS - 1 3/4"- 1/4 " (• PrF•formed filler curb AQ�re.�ate lose ---- 20 23 23 113 :3 LAND 5'l"YC�fiS I I 12 2' B" � � SELECT GRANULAR MAI ERA, ip Nam• Camp, IMn, 6" D� 2:. - -- SU9t SW CARfv1ANCIpf\4 ' In Plvr. iuNE 9096 t:MFnctich SECTION D-O SECTION D-D 24 ?9 30 79 32 i)SuvE<-•.C� oREc(,AN DPr\,f 14~ - 2' B" PER AASHTO T--180 HALF PLAN -- --------- ( Apron b1 r-Apron I o 2b 4 31 33 34 I" t�Vf (Z111J R1X-� J ;503)A1,W6291 I} z' lo" � I �' _ .. _ FINIa'H�t� C�P-ADI� � I— -� _ 6- uve vi -a a Slope variable at 2e 34 3S 16 3' 0" ' ^ i o Top Of Concrete : 3) 15 , -- / J _ --� A curb - - - �' e' 2' 30 35 36 3T 38 PT N11N I - .• �Tf UG7UpAL TILL t0 r'E K-e--(Eb 'e 3' •" I o PIPE SECTION E E SECTIor' E E } F �1 31 41 42 44 4ti INTO EXlral TNG GI1OUNb ARCUtJD - - - - ZONE _I 34 5 43 44 46 4B 10'r �„ E' �A`07EMeN?h A� C51HOWN 20" 3, •„ -- -- --- ---- --' Gutter I in� F r I. 21 -- - ---3 6.. • I D/2 36 45 46 4e 50 ---- n - ---- ._._ HALF ELEVATION !there a t,avelI" is ►'' —� 24 MIN J :f; :•�y�--�: �XI�iTINC> FOUIJI�ATION WALL PEM01/�D 24' 3' ,0.• o R - d (anStruttdd adjacent to 5'w`'c 4" PRINTED -- -- 4"MIN or p 4 t c l Cut ter �A the Curb fine, use 16•N ` I' _ e minimum for residence and • , ll 1 n 1 27" 4 2' DrivVwOy -, ,^ too of concrete « )0 A minimum for light °yl ' I�L G l I 1111, b'• MIN- . curb x' r- 4' - --.. Commercial, odd S to e, ` 1G - - I 3g_ - 4 6• 4 Type A curb - Type C curb -� I 2 for both. 00 not ado tl,s - Cr `I- : E) shown shown Ij --�. T F 5 tc TII when r inlay s 18" I VZ'-O I0 KAMPE ASSOC., INC - - - ILrad _ E Lil 'I % MW, eWJ. � � ShOVlder or blWerray iS •� •. • • •• i • . I 33" 4' IO~ el -_ - -- included in the typical. _w- ' SEC r-r L A Cutter Tine 3"?Rad. F 4 yD . • • • - - - R - Iok U41YENAYS -- ,' , - - • •• - 3B• S' o` TYPE A or _A-I PRIOR TO USING IHLSE PLANS FOR CONSTRUCTION, -- HALF ELEVATION _`��I THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER IY' i S' 6" /� INSERT • - . IALTERNAIF. APRON SLOPE) _ •► • .. • • --- Minimum auor.tr.I« Int Alternate apron Slope 'o be used 40" 6, 0" dr aIrmige uir,Irill ,• nog only a5 directed by th9 engineer, - � ntivel SIuUP�! ill .,.wrl 5. I/ THAT THEY HAVE THE. LATEST APPROVED DRAWING. 6" DIA. HOt»iL5 PROJECT NO. y y Curb e•Dosur p 'E : ?''normal. vary as Snuw•, on plans or a5 directed. �t�i J �--GXIgTINb bA/.7LMrNThLAb SHEET STANDARD TRENCH DRIVEWAYS FRENCH DFtA1N STRUCTURALL FILL FOR BASEMENT AREAS C1111111111112 NOT TO SCALE NOT TO SCALE NOT TO SCALE r NOT TO SCALE I-`H h'Ih:i:.1. h.IL�. I:iLtF' t3(�•-2•�•,::'; - . . DE TAILS FOR�,-,,. ..__..�". ...»...•� -• ,... _ ... -opo ( I a• -CONSTRUCTIO.01 AliN . .. . • . Ill 1111111 E'Itttit IIJ ILII 111 III TIE III III III 11E 111 511 I I;1 III III III III II , III III til 111 Ell III IIt Ell III tIl Ell Ilt til III titlflt 111 fIl TIE Itl III EII EII III I WOTE: IF THIS MICROFILMED °"-'� ( -?- --.-- 3 .....4 ----,- 5 • 6 e. T 8 9 I0 I I (2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 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