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10200 SW GREENBURG ROAD-27 s 1 Y ■ r °4 77 CONC.-- !� P CONSTRUCT LONG. CONSTRUCT � --- �- „_ . ! . r _-. DRIVEWAY DRIVEWAY_ �( �6.T N 9954 32 -�- N 9956.37 TC=208.3 E X0546.?2 E 1x713.26 EXIST. CB _ 1L=209_0 _ TC=207.4_- TC_208.3�\ TC=208.5 RIM MAT'' EX T. TC=209.1 - j' MATCH EXIST. MATCH EXIST. \ MATCH EXIST. CURB AND S/W CURB CURD .AND S/W CURB AND S/W -- - _ _ N 9'30 00'r ETA-_�- .2a _-- -- - -- - --- -�_�--�--- --• -- - --- { .23 i• \ I 1 I J \` �� -� _ _ - a _ � _ � � � -•-� I �- , \ �, I , �� I CIVIL SITE WORK NOTES _ 1C=?')5. � .' ! E 10540.55- � /�, � I TC-'108.8 �, I I \ / �� - f 'T_„� � �T�=205'8 12' 12' 16' / / I 1 / I I 1. ALL WORK SHALL BE DONE 'N CONFORMANCE WITH THESE PLANS AND THE 1980 tom- N 9933.28 STANDARD SPECIFICATIONS =0R PUBLIC WORKS CONSTRUCTION, OREGON CHAPTER APWA. E 10598,21 _ 3 \ N 9�9.74�� - � I I 2, THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE E 10630.0, '1D 1'" ( I I / I I AND LOCAL CODES, ORDINANCES AND REGULATIONS, INCLUDING NECESSARY PERMITS TC= 4•? / I • \ ( � \ I � � r /• I AND INSPECTIONS REQUIRED BY THE GU`JERNING AUTHORITIES. I J N 9890.85 I G M, !:� ! ( F TC=203,6 / �\S. I �II I / I II I ,I 3. BEFORE COMMENCING CONSTRUC11 THE CON f'RAC' OR SHALL P40TIFY ALL PERTJ+N_NT EK!ST. CB , .(� �`� ` �1066H.9J `I I _ f 1 / I RM=20�3..`9�\ pATC=2030- % I16Z7 IICOMPANIES OR AGEP�GIES WITH l.1fJGERGP.OUND U'ILITIES IN THE PROJECT AREA SO C2 / TC= / I I / � I ` \ I I) THAT SAID U111iLITIES MAY BE ACCURF 'ELY LOCATED. i TC U3.7 \ �r x5.51 i j / 1 / \,J ) I I+ , I 1 4. THE LOCATION OF EXISTING U•NDERGAJ�I,�F�CT�TI©� SHOWN � 1?iE PLANS IS FOR / 8 - •7- -- -_._ INFGRMATION ONLY AND IS ' 1 c ` �., N 9859.0 \ 20 .9 P 01�c3 EiZ E 10672.45 -�'-i \ 5. ANY SOIL THAT IS FREE OF OkoAl`'IC C' OTHFH '.)EtLTERIOUS MATTER IS SUITABLE TC=203.2 TC= '- .22 \ ` AS FILL, IF IT IS P!-ACED -'RING DR'r HARM 4SP,IIIER AND IS AERATED (TO LOWER N_ 85/.H8__ i , LINCOLN CENTf � TC_20 is ` 1 I \ 1 I WATER CONTENT) BEFOR< '' 'S PLACLD. 3 0457A� TC= 02.8 F1 VE \. FIN. FLOOR=204.5 P -- ` o != IQ493 79 ``� t \� T 205 7 � I I ' �\ � I 6. SUBGRADt AND TRE�'''�I 6."(..�,-ILL SHALL BE COMPACTED TO AT LEAST 95% OF" THE 0 N/ � � �` ' I BAC FMAXIMI�LLEDRTRENCHES W1Y DEN!Tf 7'H WATER NSDNOT PERMITTED. ELUDING OR JETTING THE o 205.5 �. \ 7 ALL PAATERIALS >HAI_L 9E NEW. THE USE OF MANUFACTURER'S NAMES, f�ICDELS AND = =203,8 ' `ti N 982N7 I \ 1� NUMBERS IS INTENDED TO ESTABLISH STYLE_, QUALITY, APPEARANCE AND USEFULNESS. `� ✓ 'PR'OPOSED r �-� o \ �`L' \ s E--'1-0-714.3K / ' III , I PROPOSED SUBSPTUIIUNS 'WILL REQUIRE WRITTEN APPROVAL. 'olu; tJ �797.0�� ' OARK.ING STRUCr E t \� o � '�--1'-I049 3 N 9758.15 N 9�R1.36 �, 20' 1 TC=205 0 \ 1 LOWER LEVEL EL,=20 I L, �i 1 E 10536.22 �� E 1065 71 �• 1 B. STORM AND SANITARY SEWED PIPE StiALL BE CONCRETE PIPE CONFORMING TO ASTM EXIST.CB 7 - • �.ao�.7 "` �IJPP`R fLE�C L,-21 3 j / \ J 11 C14, LATEST EDITION, WITH RUBBER RING JOINTS OR PVC PIPE CONFORMING WITH RIM=201.82 - N 9754_61 \ ,I �_ J 1 I ASTM D3034-76. NEW CB E 10568.04 TC==2.03,7 / \ TC=202.2 AY PIPING BE TC 202. TC-201.6 _ I;' ' ( 1 I I' J 9 INDICATED WITH UNBROKEN OIJTNNING AT THE OINU T`INUF�NVERTTEM, TRUE TO GRADES AIJD ALIGNMENT ,� -204.6 1 / 1 I I � I RIM=251.5 TG=203.3 / 10. ASPHALT PAA'",I!, WORK SHALL CONFORM TO THE OREGON CHAFER, 1980 APWA TANDARD IQ=202.4 % I�=202.6 \, 16 ��i; 1 \ / I \ •/ , SPECIFICATIONS, DIVISION TWO. � TC=201 8 to TC=20 ,8 \TC=203. TC=)_04.6 N 89 3 '55" E r C=201.9 ao N 89'32' 5" E- - GRADE BRE* / - \ .25� / I / r ` % \ 1 11. CONNECTIONS TO EXISTING; STORM SEWER SHALL CONFORM TO THE OREGON CHAPTER, 1111111111111111 1 / S \ ` \ 1980 APWA STANDARD SPECIFICATION, SECTION 308, WORK ON EXISTING SEWERS AHD 156.6 0� -- - 4� -� /1 , o�\J _ / STRUCTURES. ^ 50.00' m _ 2s / P, / I 8>'88 - w4_ 89 _: 02.2 �-202.4 .1 i N \ p� I 1 _ � ' ( \w�• p I TC=202.0 N TC C= 04,2 N 9,31.50 TC=202.5 - �- �'�� 4O° �f ��/ / \ 12, ALL WATER PIPE 70 IiP.VE MINIMUM 30-INCH COVER TO FINISH GRADE. E 10408.13 1 - ` - / f \ 1.'.. GATE VALVES TO BE CAST IRON CLASS 150 NON-RISING SEM. TC=202.7 N 9733.15 , TG 204.5// I TC-201.6 79 TC=204_5 4� 156 14. NO WATER VALVES WILL BE OPENED OR CLOSED WITHOUT CITY APPROVAL. Ll� 1-- MATCH EXIST. N 9731.90 E 10616.80 TC ?_03..� 29 I �. 7' �l CURB E 10458.13 TC=202.0 ,\1 35 0 T =2Q4. yy r � � / 7 15, ALL WATER PIPE SHALL PE DUCTILE IRON, CL-51 OR CL-52, 150 PSI WORKING `� r C --� I I TC�203.5 _..� ' r ('- MATCH EXIST. \. \ PRESSURE_. Q EXIST. 3 CURB ` \ \ T�=_206.5 �X1ST.T4�C;P0 LA+<I �' \ ! �` �EXiS7. CR - /tREE ,CJI BE $AVEC LINCOLN 1 TC=204,5\ I .57 y THREE R 41= 200.51 _ � EXIST.. CB s7 � \ .3s r � _..�- FIN. FLOOR-202.6 1 I ` TC=206.0 RIM=200.27 I ` \ - SAWCUAEXI`~ A.0 41 �`000 PAVEMEN1j A.• MAT y `�j n• 40 I , I.58 / --- I WITH NEVA.0 ?FR � 43 9'\,F i ) / CURVE DATA TABLE _ }4 A"1 0 / SECTION A'Ei;,- \ ,\ , •�-TCS 2U_� I / / / - DELTA - p T TCL 2.03.0 CURVE 1 RADIUS10.00 �N1� 23.84 D 135'2652 w 0 / \ 65 \ L\ .42 tit ` _ f / .2 _-- 10.00 11.65__ _ 8753 58 0 TC=2 0 1C-253.0 / / ! _ _ �- -T O t - `'= r------ / 1- - 3 --- 30.00 8.48 18'11 14 �-I r 4 3.92 89-49-45- 2.50V / 5 2.50 _ 3.93 -90100,00- 54 .66 \ ,70 ` I 4 54 .51.52 / .-� - `- .6 - -5C 3.93 90'00 00 .60 61 .64 \ .fi3 { / 3.23 9238 Jy fit 7 fig l f / �! .. .9 -_ 2.50 3.93 96;700 DO ..1 �r ",._ / - ,y 10.00' 7.94-- 45'39 00'• TC`1 6.Q 45I� / _NES' �B ,,- / ' _ .10 _�_ 2,50---- 3.9- I\' iFn=199.9 \ / r/ - it 2,00'---- 3.15 90'07 43 �• (1 "�1 53 / J /��{� /' ----�'--- -r--- .46 C=20G.5 // �13 - 5.00 _ 7.84 -- 89'5217 �� - / -.13 -v 10 0-n--_- 15 71-_ 94b1 42 • _ ,1473 .74 2.00 3.53 /01'0312 %TC-20' 5 / / % .15 - -_-- s no 8.8? 78'53-- T =205.5 I / / % / ,t6 3 �Ur-- 23,02' 43'5745 JJ T_.- T-- ` TC= 2p2.2 / 11 _00 15.48 88'3 23 - ---- - -T--•- ---T5'3060'----,r TC=206.0 �� .55 � / � / ! 16 Jz.,.00 _ 15.88 _ 45'3000 // 48 / -.19-_--__25.50 -20.08 _ - 0-011W'd 47 .49 / / / .20 -_2.5 T93 '20. ,75 20,Od 31.24 99'29 42 22 2.-50r------ 3.9�f- ei0 29v / I SAWCUT EVIST. A.C. \ \ - / / -_-- bir .23 -` - 2.57. _3�8�` 8717 100,0" TG�20 � =202.0 .24 20,00 31.42 90ro000 \ PAVEMENT ND MATCH 7 -J - -- - / / %WITH NEW A.t PER /' / .26 15 2 6 90'0000 �1 / \ SECTION SHEEN / / - _ -r- .27 10.00' 16.05 91^57 34 l29 S.OQ 3.78 _-4T'-18'27"- .29 3'1 B 27 .29 _ 2.5!.1 3.94 957400 ` / \� \ , // / / • .50 / �N 14.Y1_ � .SO v-` 1,5')x- 2.367- 90 5ro0 8 F -4 ( ,E 10912.9A `.31 4-MT- e.28'----F0--0-0T0-0"r- I , rC=203.0` ' / --- LINCOLN CSN �»� \ _ \� / TJ�J T-2-8T 8 H TWO \ \ I /� / T 5 2.20 -- 3.14r---- 90'000 ' 34 2.00 4.73 135'30 00 FIN. FLOOR---201 .0 ---'� 9 1. 7 / / �/ - .se �..od 4.e9 _ 1s43000 f / .37 2.00 3,14 __ 90'00 00 \ \ Z7 1 .J I / / / 38 _- 2.00 ------3'14-----90 00 05'- \ .39 ----2-.,',OT' 5.00 11.70 134'07 34 I �l 0200.7 / / 40 -- 2.�0 - 5,9'' 135'52 26 / / --,--------r----------,--,r w � 1�1 ,41 2.D0 4.73 135'30 00 \ \ TC=p00,5 / / / - ,42 3.1 9�00 0+1 �•-1 r -- - _-_�- -.-�._.-____._T'T .43 1.00 .14 --1 90!00 .44 5.000 - 1'+.70_ 134707 S4 fC�202.0 •' / / / / �✓ .45 ---- `'--000`_---10.3 1 6 t3 fr- _ 46 3.00 7.85 90'50 00 .47 - 3.00 11.89x- -1 J5'28722r r� '.81 / ,48 .80 78 / ,-.49 -_ 20.00 34.71 99'35 42 1 .50 .511 Y _,50.50 250 83.93 90'00 00" u --r-------T----- -r--- TC=300.0 �, / .52 _ _ 5.00 11.78 135'00 00 -�---__-- T- AJ N .33 10.00 15.68 JO'S2 26- r- 0. - -_- - .'_._ _-..`T .54 2.50 3.93 BT?ro0 00 _56---_- 2.'50 82 - --- .57 2.50 5.89 13:x00 00 3 Rod .58 2 30 _ ..89 135 00 00 .59 7.50 - 3.93 90'00 00 --- 'T-0-0 -r-- --r- ------r .80 ''QO 3.14 ee•58.l9 w --,_- __- - -, �°I .ems z.00 a.14'- 90rot 21 � TC--_200.4 I / -93 Z-p j�4�- 94'0 of J� MA fCH EXIST. I IJEW CB _-_-__ - . T o _ ;SIM==19 .9- .84 _--- 2'd 3.14' 'i 89'S839r CURB 85 2.00' _3,14 A0 121 TC=19 5 _ _ .65 3.93 9u'0000 ;i! t7 .89�_ 0 ----- 3.1-4 89"58 39 ` w N .r �67 2.OU 3.14 30'00 00 -r---_ - -4' -r- S --- -- - r---------r- ----i a � N I 2.00 3,14 90rofi 00 70 2.057- 1,14- 90'0---1 1 �. o o d _71-- 24.00 1 e.53r 39'27 43 F°. P m N 72 SOOT 4.97 59'55 37 Z v .40 e o ,73 250' 3 93 89'58 39 � o b � � v o� ao _ .74 52 0 1.94 --4W3121 SITE GE� AQlNG PLAN _ �70 °�=- 3. '_ 9w. `- .77 - 2,50 -- 3.93 89'SR 3 I 78 3,00 4.71 905017 I SCALE: 1"-30' - 7- ,7D 3,Op 4.71 89"38 22 T ---7- ----T- LTIVCOLN V I 81 3.04 4,71 90'OU J8 x81 J,00 _ 4.71 9000 J8 .82 4-.(j-Or-- e.28r�--- e9.5u 22 .83 - 2.00'- - 314 90roi�rJBT _-.e4- 2 00 x.14 _ a4ro�1 ro• , N4AY 3', 1989 .85 2.00 - 2.81' _ 80124'21 ' --_ --r- ----,- - _ _.8e 1[100 ii.d7 ee'SU 5J --- -------'- .87 tU.00 75.70 89'5713 PRELIMINARY FOR 511"E GRADING -- -'So -----_Z5 --'a'- °roc° � 89 230- 3.93 _- 9002 55_ mn[at -XIST. PERMIT ONLY PARKING STRUC I-URE 'ERM I T::I '_31.1891208, 991'_',1.8. OF 51 ,� C 21 ■ 1 "All i ........... .... .... u.nv.«w.•.w+w„w".• 'n)n4sw.rv.n"w...v... .rMP..'--'*..•w,rmRovs•..v...-w+nr..,nw..s. -"+wr•....'.--............+r,+ww..err.�wr„w,.,...,.r....w..wM,ww, ,w«r....n.. w. n,mn.,w.r.,,.+wY.MN+kre.iNew,a+.,.,«.m•...ow•.,,w,•c,. ...•www,mOA.fA�gAp,n.naw..-.rrm.•.,-.n. r.m• n.Www I d' Kt'AAfS9�Af'MRL*^!Atlw 764r1R.:,.atrtrIrmina..wn+r... ,,.+*+w.++,........-. ..,.. ,.,..ue"� /:�� - IIIIIj11IIIIIII11111ItI11tllltltllllllllllllllltlllllllIIIIIIIIIIIIIiIIIIIIlll11IIIIIIIIIIIIIPIIJIIIIIIIIIII�I�IIIIIIIIIIIIIII�IIIIIIIIIIIItIlI+11ItI�I�I�I�11{IIIIIIIItIlI111I111ItIlIl�1'tll 1 I 2 3 4 ll5 6 7 _ -8 _.. B I+t0 I I 1 NOTE: IF THIS M It:ROF['.MED - r , DRAW11'lli IS LESS CLEAR THAN THIS NOTICE, 17 IS DUF TU THE QUALITY OF THF ORIGINAL DRAWING, AE eZ 92 a 92 SZ ►Z E2 Z1i 13 017 61 91 LII 91 91 #pI EI 21 11 01 5 • t 9 S� r, Yf EI. 7 1•"'+" 11 Agtlllulunlunbutluuluuluubulltpllltltlpklunittulutlllluluulutll1111I1111I111i111UI1H1II1t1I1NII111lIIIIIIIIIIII�JIIIIIIIIIIIIIIIMIIIAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIUIIIlI1�U11III11IIIIlIt111I1111I�111I1UW191tlWUUIIIUIIttlI1111IIIUIIII�I1111 , APRIL, 11 1991 A . 1la�r� ry •��1 EXIST. SMH EXIST. 8" tr�� EXIST. tU" EXIST. 8" 5sa EXIST. 12" EXIST. SMH RIM=209.79 �03 i CULVERT RIM='208.52 CONN_TT 0 EXIST. 8" CI W _ LE.=198.85 ��CUL`✓ERT CULVERT �CULVER f ' LE =197.6 ZA ITFI jS X8 WET TAP, - J.�l. �_UCU�1� �J i ;I_� - 1 - _ - _----- - --< >--1- ? -�--� > - -- ---I'- _- G -- G+R71..ROVIDE 8" GATE VALVE >--- "� ND THRUST BLOCK .-- - --___ _.-- fr - G -� --- _- -- 6 -- -_- -- 8" -- - - ..--- - ---- ------- ; EXIST. 8 - ---._---- - 1U" S ------ - -- - EXIST. CB- 5 CULVERT -- ---- -_ CONNECT TO EXIST. MH RIM=208.13 - S" w CI- ------ -�0'--�-- - -- - 451 I.E.=197.8 s I.E.=205.5 -- -- - , -- - -- - --- -- >--- --C ---- -r1jF --- �- __- !i c -7MXHI - _ -_ -e. RXIS12S0MH_ T _ _ _ 'P I PP IM= 1 .43 -EXIST. 1G" - - - - - GA� - - - PP � -- , -- - EXIST. 10" LE.=199.6 -EXIST. 10" CULVERT Wmm -- EXI51. SDMH, - ---- ---- -- - -- - PF __ _ -- - EXIST. 12" --- CULVERT I I CULVERT _ - - -- - - -__- _ _ - J fi - T. TELE / \207.46 - - - - -- - _ _I.E. S=201.1CULVERTI.E. E=201.6EXIST. TELEEI SEE DETAIL OF °M I THIS AREA EXIST. CB _ SHEET C4.1 RIM=206.88 I.E.=206.38 I � I SGA /NSTALL CO +PP I I I I I l I I I I i EXIST. CB RIM=203.59 I PROPOSED LINCOLN FIVE I FIN. FLOOR=7.05.5 EXIST.-CBI PROPOSED PARKING RIM==201.82 �� REMOVE_EXIST. C I AND CO AND STRUCTURE y I REMOVE EXIST. CE PLUG EXIST. SO fi AND CO, EXTEND 10" SO TO NEW C LE.=199.7 t t� \ INSTALL CO_ CONSTRUCT CB - CONSTRUCT CB PROVIDE 12" EXIST. SDMH RIM=201,0 STUB WEST II, I / RIM=201.87 I.E.=199.0 / I.E. N=195.37 -20 L 8" I.E. E=196.37 7 F'L w II.E. 5=195.17 SO .E. W=196.37 I 22 L.F.- 10" SD \CONSTRUCT SDMH U X60 RIM=204.5 INSTALL CO I / 1B• / I.E. IN=-200.2 0 V / I.E. OUT=200.0 LTJ AT EXIST. SD � � / / =1�i7 E. . +� CONNECT TO EXIST. I. 5 LLJN -' I 10 cD � EXIST,CB W IM .-00.5 _ O I.E.=198.5 SD I 8 0 �-�-J � EXIST. SMH / O EXIST. CB-_,- I LINCOLN THREE RIM=203.86 RIM=200.27 FIN. FLOOR=202.5 EXIST. SMH I.E.=194.5 / / I EXIST. SMH ~ I.E. E=196.97 RIM=2037 ------ 8" / / / T RIM_20?_ 67 I.E. W=196.87 I.E.-193., .. - 8 --- - ------ Fv--- S - ----- LE.-195., o EXISTlCO I.E.:=19ti.55/�� "EXIST. ELECT. / � FH -4>-ppVAULT FH 00 " �/ w /l RELOCATE EXIST. ry/ G /CmSTRUCT � FH - ��•� /' o _____ -.•.•......�.. _/ CB � kinA=200.0 / B L.F. SD- EXIST, 00 CONSTRUCT SDMH I.E. IN=195.2 I.E. UUT=195.0 / LINCOLN TWO - l _fl" / CONSTRUCT CB M� I � F;,d. FLOGR•=201.0 � �--- SD --- � •��-,_ EXIST_CB _ RIM=199.0 / 1 \ I.E.=197.0 EXIST. CO / I.E.=195.0 / / / r � ul) / O _ CONSTRUCT CB RIM=198.9 4' o • �_i N a" � . ►1 =Fs J / / I v Mo� 50 I W E co IO �rJ EXIST. CONC a q 4.1 ow ELECT. VAUCi ' I 1 o N IWO N o 689 fz Sp EXIST. CB I S 00 11O -m I I.E.=1901 - 01 \ ✓ ,�� \ I � ad o� o °L' �i EXIST. CB' ► A,. I _REMOVE C SITE UTILITY PLAN ' I � �` - `` RIM=197.6 I CONSTRUCT SDMH EXIST. SDI±H, �� I.E.=195.5 EXIST. CO �`1 RiM=195 - ,- -__-_ RIM=196.21 p� I.E. IN=190.2 SCALE: 1"= 30' pw-iw 11NCOLN V I.E.=188.3 I i.F. OUT=190.0 SO P= I CONSTRUC r CB ---_ __- I °"' MAY 31, 1989 EXIST. PARKING CONSTRUCT SDMH PRELIMINARY FOR SITE GRADING ,t„moN STRUCTURE OTR EXIST. 15 SD PERMIT ONLY I.E. IN=188.2 I.E- OUT-188.0 PERMITS SIT891288, flyl.'18, flg1. ;44 ©r 51 I y 8 eltll C2•2 ...yam �'" www."we,.�.,.Aw�ww�,ene.m.......,,.....__....-__-«wl/wwrllAssl.aeM....r,..�....`�ww�+•.IA.a'"gMiIM �a�rsSElo�rlM��." KIW n .na L� 'c.«sdu--'�..-.�.. .,,�::.;d..,.. .. .. _ .. +t+I+t+i1�+�Ltl�+t+�i11�'t'J'tl�'t'I'I'�II'I'I'�111lltlllll till III II11111111111It1{1j1l111 .fr (r NOTE: IF THIS MICROFILMED •."" '� " 3 4 -.._..�"" 5 d d A n DRAWKi IS LESS CLEAR THAN THIS NOTICE, IT V; DUE TO THF QUALITY OF TI4E ORIGINAL DRAWM. Of. 62 82 12 92' 92 10Z E2 ER I2 02 6t F11 /l 91 91 PI EI NII Ol 6 Y L 9 51...�.� F. 8 I1-""" - ►lfllnitlnl�uldun�nnhol{nNINN{NnIlNllllglnn{Hulpa{tndllu{wI1�II11IN11�f111{UI1{IIIIIINI�INlltl111111I1111�1��I111�{OIIIII�M1f�lil'I�INnllll{IIII�III�IIC�IIIIIIIII�1111�1W�111�UIIIIIIIIIu1I1Nl�llllll111{IlUltl�U1�UU�lU�!{IUI�lIU�111NIW{IIH ,, '• '- APIR IL 1x 19(91 a r p �,p . .. s ' 111 ttattta� _ 1YpY �1'71�� I IT:! . L N G AtN r �o L,/+UrJ4�;APIIJC� _( A`rr'INCA ,,AUP6_4,e�j Ij6A Ell PS NJ 4A KI r''IkjCA sUlzivAGi<, Zx4 KE.t7VYGCp � � �v I►.-!-rs• � l�'o I I Gam. _ C� Gam► IT p�cT�L lUE(J c.U1 1L, �-IUrE: GpNI PALTaS� �o - 12 I �I - %uP-P> �/coy.+-�t rzol_ -ri I I ------- - �`T��.LJDAIZ.p P20TOR II' v�� 4 .,,-�• � MILK ��T Ire EPDXti' I . c / r�1Ax I N!UM GE1.1•S�TY. � `��. w -- I I -- -_ ` - - -- , PAv I.ICa i vAK VARI E-15" I �/ L,ODE I ) _ - -•-a �.' I � ii I I I-- III _LlI AFI fib t I llll �- II /2' - s I - ' ''` • jj I -- -p-- -.�. .!.—__ter-- -�_.�_�_. - . �'^- ---� �- Y.� _� I IIt•11' r Or1 N qj �'7 i /�`'I� / -- - �JA� L7L12�✓E. a� -- - `� r .. I!Ii��J. II` I I Rf� II C., LJ �� I.»►.Ja.l�w= �., (�, P�s.�./I N C� L�E-.GTIO�! @ �oN-rR�,c. roRs �PTlory y>/�11 � i,-011 G u2.� •r��T�.! L CTYP� �I V�,L,.IAI�K.. ��GTlc�r`.► 'ROVIOE MONOLITHIC. POUR r s II-�� I � " '!-oM f5ETvEEN C-•uR6 4 SIDEWF�I�K ,,-___ ,MANHOLE FRAME 6 COVER AS SPECIFIED X" ---'GROUT FRAME (typL) _ Q T GRADE RING AS REQ'D (typ.) .MANHOLE NOTES XZ TOP RUNG PRECAST CONC. CONE (typ) I. BOTTOM PRECAST CONCRETE RING SHALL jE SET RAM-NEK, KENTSEAL JOINT INTO BASE AND LEVELED AS CONCRETE TAKES a MATERIAL OR EQUAL (typ.) ITS INITIAL SET. MORTAR JOINT TO INSURE BOND ! -- 2. SET MANHOLE FRAME IN 1/2" MORTAR. R4NGS AT -PRECAST CONC. RINGS (typ.) 2 o.c. 3. PRECAST CONCRETE MANHOLE RISERS AND TOPS MANHC4_E FRAME 8r COVER SHALL CONFORM TO ASTM C 478 SPECIFICATIONS. __ _ AS SPECIFIED 1.D. 4. SLOPE OF PRECAST ECCENTRIC CONE TOP SHALL ��-- 2 No. 5 HOOPS - I FACE UP-GRADE. . No. 5 RE-BAR 5. ALL STORM MANHOLES MAY HAVE RINGS AND " ' I� SLOPE SHELF ! 12 ^TOP RUNG PRECAST CONC. TOP SLAB O O CONE SET IN 1/2" MORTAR; JOINTS SHALL BE �� ALL AROUND a- _� MORTARED INSIDE AND OUT AND COATED WITH o RUNGS AT _ __- 12 --- / Mi�X� U rvTr AN APPROVED CURING COMPOUND. - ! - (tIP.) ---" - a _4A !.n -_ k5m- (-BOTTOM RUNG BOTTOM RISER W BOTTOM p X., l2 MIN.,24 MAX. (typL) ►�- ---- _ - _ ---- RISER _� Q MIN. ! w 0 -T- -0 r� 12"MIN. -t'- �--- }�- �� - - - - - - - J_ c 0 _ POUR 3000 PSI CONC.(typ.) p ".o...o:'o,.;. .o:.o':�. :y'.'�.'o,•'a _be _ 'vob�i a 1' 12„COMPAC"TED 3/4°MINUS = z STREET AREAS OUT OF STREET AREAS I co POUR 3000 PSI CONC. BASE. - GRAVEL OR CRUSHED ROCK (typ.) ch I� EXISTING STANDARD MANHOLE PLAN O AI STANDARD MANHOLE': DETAIL � <z � SECTION _ SHALLOW MANHOLE DETAIL _ RESURFACING—/,' , �\/:d/`�� N.T S. e� , o \'�� •. / CLASS A `NATER TIGHT PLUG CLEAN-OUT FRAME , -�-& COVER AS SPECIFIED I' BACKFILL GROUT FRAME IN PLACE 2' SQUARE CONC. SLAB WITH 4-1/2"x6°ANCHOR - ° ;� BOLTS 311 ABOVE SLAB (DE, CLASS B /. // ADJUSTMENTS. TSFUTURE RADED.• I° 3/4"-0 GRANULAR - D PIPE 0 _I'-oil BACKFILL • ', / % HEAV DUTY TRAFFIC o '--COMPACTED SELECT °. • ° /// = BACKFILL AS SPECIFIED 1/2"0 RODS 611 O.C. 6Rt\.TE, LYNCH 2811x 281' (4 SIDES) c "•;•° ' 0 45° BEND PIPE TO BE _�•\ A.C. PAVING-) SLOPE - � � ABANDONED fV • e•.�'. '� .!'i o r UJI J WYE BRANCH ---- �. r ��.��,. •.:.. s=_ �; _ -. FILL PIPE WITH CONC .,•. 1 -0 MIN. INTO PIPE W o. r . Q `4 OR 6 SER' ICE e• - i2 a ° `.' _ CONNECT ION CAKED IJO�NT 12" J o ° ° a IF REQUIRED : �J� _ - ---I _ D > _ _ C.O. CONCRETE PIPE '. '. . . 21-0°x 31-611 x 6" �'::. .,.,•.• � :,.. -• _PROVIDE � INSTA:L / m v e " e. .�' •' SLAB 3 -6 _� CONCPLUGWITH -� 45° p GASKET IF END OF PACKING MATERIAL / 2,-01, Q LINE. TO CONTAIN CONC. 1.E. _ _� SQ iv PIPE BASE I BACKFILL IN STREET AREAS PIPE DIA. VISCID FRAME a COVER OR EQUAL 6� _ - "- 1/4"STEEL PLATE I. 1F S/W IS AGAINST CURB FILL_ ROCK TO BACK OF S/W. 4 No.2.01 COATED-LYNCH 21F S/W IS NO', ASAINST CURB, FILL ROCK 2' BACK 611 No.202 OR APPROVED EQUAL FROM CURB. 811 No.203 PIPE BEDDING AND BACKFILL DETAIL STANDARD CLEAN-OUT DETAIL PLUG DETAIL CATCH BASIN DETAIL N.'..S. N.T.S. - - - N.T.S. N.T.S. ra 0. r ° V r Y"• ►-1 00 Z F Z 0 y Z7t! l t _ o =:C Z Oit EL.[261 i �v 3t w r TEC TOIL on q Q GH ELI v / f S ra 0 4 D� �Y C�T� VAS VS"E ' 3 I1 1 UTI -I-TY VIIJ I--T o c I p" boy � dr Q try F. cv 00 r I to U G: o bI N t'') pRp��fZN L-I I.1F �- to ,�, �v 0 L_ M - I rRo![cT ! I N l ()L N V T�7 �.GG v M r✓I p 17Y�TE. -v TEE I VAL-�I U 4 ""�` MAY 31, 1989 nsvotoTr PRELIMINARY FOR SITE GRADING PERMIT ONLY r I}2E, \//V.JL-T D I AU KAM PEP'MITS 51'1-891"<'88, 891•'18, 1391:' I � ...- 4 OF 51 Y I L L C4 . 1 ■ "✓ .-.'i'"",. .';rp!<pr'{p{� , _ .._ .... ,,...•.-. ...-_.+..........._..,.r.�. _..,e.,r...e....: al _ _. .. �. - _ .. ....... .. ». - » -•.....r.w,--....-.... - _ • ,. _ ".....a.,».rt.,•..Ilslflu•e n,.,...,.,,,. MM,NIro.wc.rr.e.ryrs- .. «r , . + _... ..... .._..._, _. .»......... . ,.-,,,,,�.,,�,.,�,�. ' 1 I_ l .r..,•-,.-,- 17,IT I 1- I 'I I I' I "�rrwwi.+�• w'• I�. _ Imo, �� - ill1 /SII 1�1 III till II1lllllllllt�lll11111lllIII111llllll�llll�llllill111�!Ilrl!II.I1 1111 !�I III Ilt !I! I I�Ill�r 111 t�l rllllll!IIII11rlr�r r'I rpt r r rllll�llllr I rlr'I I�rrl a......q....�....r..„ w.. ._ •r. h NOTE: IF THIS M ICROF I LMEO 1 ?'T•- '-„� 3 4 -- 5 ---- ® pRAMING IS LESS CLEAR PIAN THIS NOTICE, IT IS ME 1'0 , 11•IE QUALITY OF THE ORIGINAL tw.• DRAWING. Of d?. 62 L2 92 S2 b2 E12 z1e IZ OZ 011 61 LI 91 SI Irl L! 7,1 11 01 a I L 9 S'--J�-•� E 2 I•'-ss- . Il1II1111LNIIHL111HJHLIILrNl:1111NgI1111I1NlIIIIIIIIIIIfLLLIIH1fIrNILNHN111N�111LIIhllLlllullulluulltUllllllllllbu�lll�IlIN11NIlIluA(NIIIIiI11111111u!Iuulull�llnllnlhnl6ul�lulbul�uIILLHIINIbLNhLNllnlblullWOUIuu�Ilu�l�uuhlu�lul�tWlllll ,; - /n 0 „r ` APR Y� � 1 1991 , s-- . .,,•,,.,,-,,,,.. o � _ . , ,r ,, ,,. man .'�w+?rr.. ,., ,.: .,gtFn., .-.. ..,. ._ ,•tmr,Fn.,, ,, , �':. � .,.,i ..t .al �li -a!VJ".`', ,"!'!7v i. '!"l'�"!°nx^' ,yrl. „ A DRAWING INDEX GENERAL STRUCTURAL NOTES SLO GENERAL S'T'RUCTURAL NOTES9 DRAWING INDEX GENEBBLSTRULTURAL NOTES grr 4 Z 52.1 FOUNDATION/GROUND FLOOR PLAN CODE BY THE STATEMENT$' CONFORM OFOREGON AND TTHETHE CITYI Of PORTLAND. CODE, 1988 EDITION, AS AMENDED OF MORTAR, P AND SHAH MORTAR SHALL BONFORN TOWITH UBC SE6TNON5M2402PANDS2403STRENGTH AT 28 DAYS OvJ0 IfME0ARY LOIm1T10N5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL MASONRY GROUT_ GRW1 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN PSI AND SHAT CONFORM TO UBC SECTIONS 2402 AND 2403. GROUT SMALL CONSIST OF A 52.2 2ND FLOOR FRAMING PLAN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT MATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. t WEREDW USLOADS' FOR IN ADDITIO THTO LTHE DEAD YE DADS LOADS,REDUCTHE FOLLOWING LOADS AND ALLOWABLES ALL CELLS CONTAINING VEBTrCAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. MASONRY R UGC: RE.INDRCING STEEL: REINFORCING SHALL CONFORM TO OBC SECTION 2402!b)10. 52.3 3RD-6TH FLOOR FRAMING PLAN DEFORMED BARS SHALL BE GRADE 40 OR GRADE 60, AND SHALL BE SECURELY PLACED IN FLOORS: ACCORDANCE WITH UBC SECTION 2404(e). UNLESS OTHERWISE NOTED ON THE PLAYS THS OFFICE 50 PSf L.L. 4 20 PSF PARTITIONS MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: CORRIDORS, STAIRS 100 PSF L.L. S2.4 7TH FLOOR FRAMING PLAN PILES 200 KIP CAPAC.TY (PER SOILS REPORT BY DAMES 8 MOORE DATED MAY 16,1!6! I HORIZONTAL BAPS f,IN BOND 1EAMS) WIND 80 MPH - EXPLSURE 8 WALL THICKNESS VERTICAL BARS RUNNING BOND SJACK MW 52.5 ROOF FRAMING PLAN EARTHQUAKE DESIGN IS BASED UPON THE FOLLOWING: 4" 09 @ 48" O.C. R4 @ 48" O.C. »5 @ 48" O.C. Z • 0.2, 1 • 1.0, R. " 8, C • 2.75, V • 1423K AT BASE 6" N5 @ 48" O.C. 05 @ 48" O.C. 06 0 48" O.C. 8" M6 @ 48" O.C. (2)»4 @ 48" O.L. (2)»5 @ 48" O.C. 10" »648" O.C. (2 05 @ 48' 0.[. (2)»6 @ 48" O.C. S2.6 PENTHOUSE ROOF FRAMING PLAN AND DETAILS FABRICATION SHOP DRAWINGS SHALL BE SUBMITTED TC THE ARCHITECT PRIOR TO 12" a7 !@ 4B" O.C. (2I»5 @ 48' 0,C. (2)Y6 @ 48" O.L. TION AND CONSTRUCTION FOR ALL STRUCTURAL ITE',S INCLUDING THI FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFrRCENFNT INCL4C. ''3 MILL TEST BOND BEAMS WITH TWO »5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF OR CRS, EMBE.TOEO STEEL ITEMS, LINES AND AT THE TOP OF WALLS. PROVIDE A BOND BEAM WITH TWO 15 BARS HORIZONTALLY 53.1 SHEAR WALL ELEVATIONS STRUCTURAL STEEL T I NCDDING MILLS M TEST REPORTS. TEE.L DECK AND STEEL STUDS, ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR, PATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF IF THE SHOP DRAWINGS DIFFER FROM OR ADD 70 THE DES13N OF THE STRUCTURAL DRAWING'S, THE WALL AT EACH SIDE OF OPININGS, WALL ENDS AND INTERSECTIONS. DOWELS TO THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN MASONRY WALLS SHALL BE EMBEOOEO A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING 54.1 COLUMN SCHEDULE AND DETAILS THE STATE. OF OREGON. STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE +' CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP DESIGN OFAWINGS, SHOP DRAWINGS, AND CALCULATIONS F)R THE DESIGN AND FABRICATION ALL BARS AT SPLICES 40 DIAMETERS, WITH A MINIMUM LAP OF I8", EXCEPT AS NOTED. OF ITEMS THAT ARE DESIGNED BY OTHERS, SUCH AS: PRECAST PANELS, PRESTRESSED t 54.2 P.T. SLAB SCHEDULE AND DETAILS CONCRETE, BRICK PANELS, AND WINDOW WALL, SHALL BEA,l THE SEAL AND SIGNATURE OF STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36 OR ASTM A571 GRADE 50 AS :.. A STRUCTURAL ENGINEER. REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED NOTED. TUBES SHALL BE ASTM ABDO GRADE 8 (Fr - 46 KSI). PIPES SHALL BE ASTM A501 1` TO THE ARCHITECT PRIOR TO FABRICATION. OR ASTM A53, GRADE B. DESIGN, fABR[CATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERLLTIDN OF INSPECTION: SPECIAL INSPECTION BY AN APPROVED SPE:IAL INSPECTOR, SHALL BE STRUCTURAL STEEL FOR BUILDINGS". BOLTS SHALL CONFORM TO TME ASN SPECIFICATION PERFORMED FOR SOILS COMPACTION, PILE INSTALLATION, .ONCRETE AND REINFORCING FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THF. AMS CODES 54.3 P.T. BEAM SCHEDULE AND DETAILS PLACEMENT, PRECAST CONCRETE PLACEMENT, PLACEMENT AND STRESSING OF POST-TENSIONING FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING iii• TENDONS, STEEL FABRICATION AND ERECTION, EXPANSION ANCHOR PLACEMENT, C70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED, MELDING SHALL HIGH-STRENGTH BOLTING, WELDING, STRUCTURAL MASONRY R AGEMENT, SPRAY-APPLIED BE BY CITY OF PORTLAND CERTIFIED WELDERS. FIREPROOFING, AND CUPTAIMWALL INSTALLATION. ALL SOIL-BEARING SURFACES AND PILE 55.1 TYP. CONCRETE DETAILS INSTALLATION SHALL BE INSPECTED BY THE SOILS ENGINEER DR,OR TO PLACEMENT OF STEEL DECK: STEEL ROOF DECK SHALL BE 1-1/2" TYPE 8 DR 3" TYPE N. STEEL DECK REIN'OLCNO STEEL. INS; CCTORS ARE REQUIRED TO BE PRESENT DURING CONCRETE SHALL CONFORM TO ASTM A446, GRADE A. THE GALVANIZED COATING SHALL CONFORM TO ASTM PLACEMENT AND POST-TENSIONING OF TENONS. A525, G60; G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. PHOSPHATIZED/PAINTED Q O 55.2 CONCRETE DETAILS `J DECK NAY BE USED IN LIEU OF GALVANIZED IF FIRE RATING IS UNCHANGED. r EQNEAEJEL CONCRETE IIORK SHALE CONFORM TO CHAPTER 26 OF THE UA(FORM BUILDING CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, AND MINIM/1 L' I AND SHALL BE AS FOLLOWS: PROPERTIES AS FOLLOWS: r , _ } VC (PSI) OUSE LllN'LFS) s_LLWLW Tw , 3000 SLAB-ON-GRADE AND TOPPING ROOF DECK; 4000 STRUCTURAL SLABS, BEAMS, COLUMNS, WALLS 1-1/2"-20 GAGE 0.195 0.234 ^' 5000 FOOTINGS, COLUMNS AND MALLS BELOW SECOND FLOOR 3"-20 GAGE 0.780 0.486 6000 AS NOTED ROOF DECK SHALL BE ATTACHED TO SUPPORTS AND AT SIDE LAPS AS REQUIRED TO RESIST n U 4.I THE LSMALL SUBMIT CONCRETE MIX DESIGNS TWO WEEKS PRIOR 70 PLACING Q THE DIIPHRAGM SHEARS SHOWN ON THE DRCONCRETE PILES: PILES SHALL BE DRIVEN CASTAN-PLACE CONCRETE PILES WITH ULTIMATE 1 _ CONCRETE.ETS. AWINGS. THEHE M1% DESIGN SHALL CONFORM TO UBC SECTION 2609. COMPRESSIVE STRENGTH (f'c) AT 28 DAYS OF 6000 PSI. PI1 E5 SHALL BE CAPABLE OF f-I f A WATER ADMIXTURE CONFORMING TO UBC STANDARD N0. 26-9, U`-ED IN STRICT DEVELOPING A DESIGN LOAD OF 100 TONS EACH. PILES SHALL BE DRIVEN TO THE BASALT a [E LAYER AS SPECIFIED IN THE SOILS REPORT. ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS, R14ING O INCORPORATED IN C� CONCRETE DESIGN MIXES. AN AIR NC RATING AGENT, CONFORMING O THE UBC STANDARD N0. 26-9, SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES - F EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% t 1% BY VOLUME. O R POST-TENSIONED CONCRETE SHALL NOT CONTAIN MORE THAN .06 PERCENT CHLORIDE ION BY ' \ WEIGHT. ff! REINFORCING STEEL: REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, REINFORCEMENT ANCHORAGE. G SPLICE LENGTHS �1 INCLUDING Sl, GRADE 60. FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED MIRE ANCHORAGE SPLICES FABRIC (MWF), UNLESS ':HERWISE NOTED. COLUMN SPIRALS SHALL BE PLAIN BARS WITH A MINIMUM YIELD STRF^ ;F 50,000 PSI. REINFORCING STEEL SHALL BE SECURELY TIED BAR IN PLACE WITH 416 DWb.E ANNEALED IRON WIRE. REINFORCING STEEL, TO BE WELDED, SIZE Ld (IN) LT (IN) A (IN) 8 (IN) C (IN) SHALL DE 1N ACCORDANCE WITH ASTM A706. 3 10 18 18 10 18 BARS IN BEAMS AND SLAC SHPLL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS PI SPECISIED BY THE CRSI MANUAL OF STANDARD PRACTICE, 4 18 18 18 18 19 C/) MSP-1. REINFORCING Si�.'. SHALL 3E DETAILED 1N ACCORDANCE WITH THE "ACI MANUAL 5 18 21 18 18 24 Lu OF STANDARD PRACTICE FOR DETAILING REINFORCED E CONCRETE STRUCTURES," ACI 315. F-•6 18 25 18 23 31 O 1 LOCATIIONS. IAP ARE TO NG BARS ATS OF SPLICES E36 DIAMETERS, WITH A MS AND COLUMNS INIMUM LING EAP 7 23 32 23 30 39 r OF 18" EXCEPT IS NOTED. B 30 42 30 39 51 Z REINFORCING S..EL SHALL HAVE PROTECTION AS FOLLOWS: 9 38 S3 38 49 65 J LLSE LOVER 10 48 68 48 63 82 Q BEAM AND COLUMN BARS 1-1/2" (TO STIRRUPS OR TIES) it 59 83 59 77 101 SLAB BARS l" S ----- JOIST BARS 1-1/2" (TO STIRRUPS) NOTES: 'r l WALL BARS: INTERIOR FACES 3/4" X EXPOSED TO EARTH OR WEATHER 1-1/2" (»5 AND SMALLER) 1. SPLICE TYPE IN BEAM AND SLAB BARS SHALL BE AS SHOWN IN TYPICAL BAR DETAILS. U LLJ �. 2" (!6 AND LARGER) 2. ALL HALL BARS SHALL BE FULLY DEVELOPED. PROVE OE Ld FOR VERTICAL BARS FODTING BARS 3" AND LT FOR HORIZONTAL BARS. HORIZONTAL WALL BAR SPLICES SHALL BE TYPE I - "B". VERTICAL WALL BAR SHALL BE TYPE "C". Z kpff --" 6 d I CONCRETE HALL 0.EINFOR[[NG (UNLESS OTHERWISE NOTED): 3. ALL 01MENSIONS FOR SPLICES OR ANCHORAGES IN DETAILS OR SCHEDULES SHALL F- S •.+ �°'^" GOVERN OVER THOSE SHOWN IN TABLE. N WALL T4ICKNESS HORIZONTAL BARS VERTICAL BARS LQCQN J .'' , _... 8" N4 @ I2 O.C. »4 @ 16" D.C� @ CC OF WALL Z @ CL Of WALL Q RIVEN GA: r I J PL AGF 10" 94 @ 18' D.C. M3 @ 14" O.C. @ EACH FACE nef Z r PI 5 12" M4 @ 16" O.C. 03 @ 12" O.C. @ EACH FACE W Z < AT OPENINGS PROVIDE A MINIMUM OF TWO 05 BARS OVER, UNDER AND A7 THE SIDES, OF LL Ce THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE U Q a OPENING. PROVIDE ONE M5 FOR SINGLE LAYER REINFORCING AND TWO M5 FOR DOUBLE LAYER I REINFORCING, 4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO • COa1� 661 TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. : / p SLAB BARS SHALL BE HOOKED INTO WALLS JR HOOKED DOWELS SHALL BE PROVIDED TO MATCH e-L v }. + ��'31) • I's� d " - . .. __..__ SLAB REINFORCING. T-✓ a !(`I '•, /[[''11 POST-TENIIONING SYSTEMS: ALL POST-TENSIONED CONCRETE SHALL HAVE A MINIMUM / ,GEt< . •33( -, A '3¢ Iy NS STRENGTH OF 3000 PSI AT TRANSFER OF PRESTRESS FORCE AND A MINIMUM STRENGTH OF 4000 PSI AT 28 DAYS, U.N.O, AS SUBSTANTIATED BY STANDARD CYLINDER TESTS (FIELD U CURED FOR VERIFICATION OF TRANSrER STRENGTH). EXTRA FIELD-CURED TEST CYLINDERS e MAY BE REQUIRED AT THE CONTRACTOR'S OPTION. /F S L1. P O I K \ K POST-TENSIONING SHALL BE INSTALLED TO PROVIDE THL REWIRED EIMAI PRES-KESS FORCE h 0:. a <.�C, / %�D (AFTER ALL LOSSES) AT THE LOCATION SHOWN ON THE PLAN OR OET$ILS FOR EACH MEMBER. 1 - / POST-TEWSIWED REINFORCEMENT SHALL CONFORM TO ASTM O 16 FOR R UNCO SEVER MIRE /� / • o J STRESS RELIEVED LOM RELAXATION GRADE 270 STRAND.ST POSTIONCI REINFORCEMENT rIIIJ PT L DI AEI Brae- i- SHALL BE 1/2" DIAMETER UNPONDED TENDONS UNLESS OTHERWISE NOTED. FOR UNBONDED J(FF(r' TENDONS, FULL LENGTH PROTECTION SHALL BE PROVIDED TO PROTECT THE TENDON F!19M ° n •„„ F- (G CORROSION AND PREVENT INTRUSION OF MOISTURE AND CEMENT PASTE. n .� APPROVED FOR CONSTRUCTION SHOP D'3AWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS, AS WELL AS PLANS OF dL CITY OF TIGARDzm- _ e %Q .C33([`1 '�T` SLABS SHOWING ALL TENDON LOCATIONS. SPACING OF TENDONS OR GROUPS OF IN THE i G)f'�(�Lr`A -J.�� Id f y_ DISTRIBUTED DIRECTION SHALL NOT EXCEED 8 TIMES THE SLAB THICKNESS, NOR 5 'rEET. PERMIT NC SITE ADDRESS!( ZQ2j0.)Fi/77L• �d „ g H CONCRETE COVER FOR TENDONS SHALL BE AS SHOWN ON THE PLANS. TENDONS SHILLL BE a ,��/�� INSTALLED WITH A PARABOLIC DRAPE WITH s I/8" OF THE ELEVATION SHOWN ON THE PLANS OY T1ri E:yz__& _ DATE a 9 s o Se r v AG 33(6 a A 18iZ ! LrLI FOR HIGH AND LOW POINTS AND WITHIN 3 1/4" AT OTHER LOCATIONS. THE MINIMUM RADIUS m� 1 OF CURVATURE FOR TEKAONS IN THE VERTICAL OR HORIZONTAL PLANE SHALL BE 2l' . WHEN 3 °o ° • L t to it J�. _____ TENDONS ARE TERMINATED Al INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 THE Re �/s4 O/�` z o g$ t "om'a SPAN BEYOND THE SUPPORT. g - EUQt51 CONCRETE; CONCRETE MIXES AND CODE CONFORMANCE SHALL BE AS REQUIRED BY ■ aH S h.7 as NOTES UNDER "CONL'RETE" ABOVE: F'c • 4000 PSI MINIMUM. THE DESIGN OF THE PRECAST I - CONCRETE UNITS AND THEIR CONNECTIONS TO THE STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1985 EDITION. noon LINCCTLN V EUIN;BEIE_NASD9NY; CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90. GRADE j, N-1. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'm " "AO PSI AS ., VERIFIED BY PRISM TESTS. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN PAI„ JUNE 19, 1989 4 ON THE PLANS AND DETAILS AND If NOT SHOWN SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL". i''ERMITS SIT891288. 891318, 99134�R 5 OF 51. Di ?J.I6. 3 , 19L'11 sr,•+ o Sto ■ : i '�' vTwi-M,�,arA.,.,Y11.M�„/��A/�!Q♦fr -.. ��.�-.. •i.w.��.-..�. _..��H,Rw��---•�.��__-�u.a:��i,lw'.rfnu... ..�.-.�.__ _. -..�� ___ I)IIt�IP 1111111 r 1111(1P 1111I1II IIP II P IIP IIP)Illl''111111I1P)'1•'111111'r�lll 11 111 (IIS 77p111I1I11111l)q!II II(1111 pllpllp(r PIIPIM'(rP(I I rfI P(r P Irl l)I III r IrIIP(II I),u _�-•___.'.._ � • _ ' NOTE: IF THISNICmrmeD _1 2 3 4 5_ B 1 ! 6 0 IM 12 DRAWING 15 LESS CLEAR TUM ' MIS NOTiT Is tKIF N PIE pMurr IQi or }1f MIGINAL URNO RrI . _-_t ot -___..___- OE 62 at t? •2 S2 N2 E2 L12 11 181� I..•J1 •11J_L/I_ •1 %I ♦I 61 >il 11 01 1.• l • ♦ F L �1--y'•' ' ' ,nrLNd,NdnNkI,rIIIId,NdNi6.NLIIdnuIDNl Nrlr 1'CL �'••I•IIIIWIMII)NIIINWpIs11�I•m111W Xpq(OWluu�ulp�l!IIIMMnufuuhmlN111nnLm6minlilw16u1WulnnhuduulmdmL�LI��1�NO - - _- - �- APRT i 1991 : - 1 s I a ■ 4. i r ail, � •J O GRID OKI f/ to, I 1 ,w\w GUT•i.AW��A1'I c DAY d /�' PrtE! 11�L-DEO GJTKIP. 41CLPFiEG �wE L� @ I13"D.[.. 1 1 o T04 11 F'IL.L_ /�o1►JT SF�.L C � 1 I W,r�'S"ER, PAG?�F I I-�c ., P-ro Z• -O I-!� I 'n I, I/1131 ;�/ -�IZPKlr. erNG w� v✓A rERF%Iti�c.� 17— -- __— I I - - ------ - _ --- ------ v - - - - - - - ----- --- - -- ----- - — - ---._ -� _ — �—--- - -- -- `--- � �Ilv 1'ICJ�(� 1 I�11I 1 /"o, �—iit _111 3 CC' -rw wo',LL_ -5rEEL I �. HOOK b S A%W- HO R �'TA L-I LO - c SHotcT WAY 1-JOT iD a!i WIT141" 201-01101 *JAL L• ,, 11 —T �-�L_Al i 'rHIC.1-1.J EAt I No''E ; G�JNTROI- .JOI1.lT�7 TO bE ZU-U 0,6, N1AX, � -- ( 'L�#'i• GD1�• �� 1' �Z)it 4 (!>NT. �AR� IfJ St�,yLL SEG•r1oN GDIZ�JER PETA,IL15 SAW ClI f -10IQT F�0IZ11-115v JOI►JT - _ I E �E-1'All At'PLY IN STN HORIZ• './E kT. DIfZE=G71D1J ---'�*— �'' SEE I I/ 7 5. 1 FOR vb F1L,� �rL.ow SLAB __ 4 TYPICAL WALL DETAILS 2 TYPICAL S.O.G. CONTROL JOINTS STEP IN SLAB DETAILS 4 TYPICAL THICKENED SLAB EDGE SLAB ZDGE AT GRADE BEAM X51 ND s�.L_E — �5. 1 N� S�J�.L-E 55.1 NO L1 - j _1fZ 4 yy --71 O J . I __ �1' . _—__.�' 1 ,�-- - '91 m 1 1 11 1 u �a6HEV• I'•3 I'• " I'-!o i'-3" I'-� I'•(� I'-!� I •3 2-Iii -lit_ I-3 - t- _ W I F'G)FZ REI N F. -— -- _ _— Jr - ,Ir A' -.--7I`--- -- - C� C (> - - - ---- -- - - _.. ---- ` IQ' _ ._._--�� ` _SNI •m_ I I�Y 0IZJ W s 5 _♦N ' ;9 I -cam 6, i U -7 0 !C; \31 / IoB I?� v +3 _ I IPh1_7,I L Joe 1 �CIO) 5 /\t -- •- 4i— -- -- - 12 j1 O.O. -roe - � ' C 12"0,4. Q -r-(Fl oVER PIL&162 x II'-O" IQ PLACE l/ rlr r DLIGF�rTE Pit PLACE- lip Gl P -7 'fi 11, E� � Co X.X�rp�' t = 2 -O t= 2 'O t .o F"IL GP.P Q3 ISILF. GP'F' ® FILE GAP Q Q) KIVIGXM' , 9Ii2E:TIUN — Or 1:4 PILE BATTEFZ 3 ©C, • I t - yJ�011 L� TYPICAL PILE CAP SECTION 7 PILE CAP DETAILS 8 SHEAR WALL PILE CAP � - - Iy� - r M1 �� 10 LOW VELOLITY - - .. ._ iTF-tJEr, C I't" U•G, LAP `- LA- r- GR,{.sJ U LAR FILL I I SEE ��PEGFs. FOK '� GRADE PAF-/'•.M --'�-------{ [� TYPE AND DEPTH �� r SEE SGHEI;IUL-E GMU WALL E� I✓" _ G E N ER.4NrL IJOT FJ✓✓ -' DOWEL 6 TO i'1ATGN r-0 R_ KI-IwP , --- W VERT, KEI N e, —HEA DEFI.EGT10Ll `\ for•IT. 1 GOUT. _ (z)# S GotiJT. -- 12 GSA, E>ENT FI:- 6,OVT. MAKK WIDTH 9EPTH L.ONCI, REIIJ F. 5?IKKUPrw I C I J �1 1J C/L C, L A 1 E.P, I r-, O rij 1� G RAID ULAK F-I LL_ g g GOtiMf, LAP I'-&' Co SPLIGEf: MEI��K/�NS SANG GRADE BEAM �'� T PILE CAP to TYPICAL GRADE BEAM DETAIL 11 THICKENED SLAB AT CMU WALL 12 _ TOP OF CMU WALL - I3 CMU CORNER DETAIL i � — ,I I r, rf.l -5/4 u _ I'-D" 55,1 NCI hf.A.L.E 55.1 NOI _ I - D v y y•• r7 epir Z y Z 230 a v ZMu Q y t Lex 0~0 o =.o �5 8 ►, 1 u O aa� » v rn Mr x 6P11x I1-O' N� y4 /(2�/,�"�„` 4%z," N Et,�►� :_ (371'2'1 e� x4y" SIE o.p a ' o 00 .1' fs - „ r V p 0 N NMOaCU ��t L: 12' I r V/AI,1 ;; U I�O !►J G' �1,iG �'� S_ �q _ _ FRu:ircr LINCOLN v • --- DATI JUNE 19, 1989 II ssvL�toW -J JUL) 111 1989 ELEVATOR PIT SECTION ELEVATOR SEPARATOR BEAM CONN. ;� CHANNEL CONNECTION 11'31/4 _ I_ 11 �11— I II /-� 3/41 I:. I'-ce)2' --.-- 1 ,. S5, 1 a PEF?MITB BIT991208, 89118, E391"�44 a - 4 ' A OF r - w.,,•..,n.- ,••., I ! ► 111 III I ! 1 I ! 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' ... .-,. r Nbr+Yi Fi^Rllr".._ WASHINGTON COUNTY OREGOT4 LINCO 41JN CENTER V Structural Engineer: KPFF Consulting Engineers (Engineer Gaafar Gaafar ) 421 - SW - 6th, suite 911 . Portland . OR. 97204 Telephone : 227-3251 Th(. -3tructural review of this project is approved with the following conditions : g ions 1 • If the system of foundations already approved is to be Chan ed the g design of the new system will be submitted for approval prior to implementat:i.Dn. 2 • Special inspection required is as shown in the General StructuralNotes . page NotE� , page S . 1 . 0 of the plans . July 17 1989 1 Chau Tran, P . E. Building Engineer Copy to : Building Official , City of Tigaru KPFF Consulting Engineers » } Department of Land Use And Transportation, Land Development Services Division 150 North First Avenue Hillsboro, Oregon 07124 Phone:503 / 648-8761 w rd •. 'Fi1�. .» .r„; .• .,x• . .'��Ss�t+ (':{�^_^-:�'7�1�`��'rj�' 'e44�'��[y�r �p,�,y�y(Yh"ryy�� • , YFY: r .axe. 1.� :i.., ..ki•. ,b r h.+'rlg, .} .:i'.. !'1*LF"�..., .. "1R"•'4 ..-I'—Ti. Si RL1 w"I .1«.-«. ... .. ... .. . i � ► rrrriii � � � rrrr � rrr � rrrlrrltl { rr { r ► rrrlltrtr lrriittlrlrllrrr _ M _ f S ! O ! ! � � � � tlr � fl � oll ! { { i ' iir � � lr' �Ir � i � i► ` � r '� • NOTE : IF THIS MICROFILMED ---�- 2 4 DRAWING IS LESS CLEAR THAN .. THIS NOTICE, IT IS DUE TO ,- THE QUALITY OF THE ORIGINAL. DRAWING. OE 6z dZ cZ �z sz �z C:? -az Iz 0z 61 RI J.191 S t V1 El El 11 01 -69 1. 9 S ti E c - ��{Ir�roliirrliirilciii�ia��l��i,f�ii�oli�r�,ll�l{�t�t�in�►r�b��,�n�a�ilrri�lyl{{h��{��tt�fl{rIi{I!#I►!llralrll{.111{{ala I �►{tl�ll�I�lllr +ll��it`�Ilrtltlllll{u)I�I I IIII ��! � ► Ilrrrrirrrr •, - � � ... .� . 0 .,�.,� � 1 tllll�ih�llllt�ll,,1�,�„1{ �Iirl�lrl{ III{�)llll, l IU11.1#�1�#iiN APRIL, 1 _ J•,il�( r .. Md, y i rvl4 6•, t III— ,4E{ n 't s�yl. w -:np i - tL:-r�r. 1� >1r1. ..1 0 /.FJJ t. ,' 1 ij:�� V- 2 '31 ``YR%'tvt I i ,>'Mr ',a�tB :•a, r k; - ". ^.; i.. z •' �.., �cmrw+ws...w,rw,. ..t,..+-xa..... .,._...w,...,.,a.r.a.a...rw,.r ,. �i .- .,. Vol tMf _ r r t , r 1L . I N G R I Y . .4 CREDITS D.<�� DRAWING INDEX OWNER : C 'JNTRACTO`' TRAMMELL CROW COMPANY B \UGH CONI TRUCTION CC). C2. 1 SITE GRADING PLAN 10300 SW GREENBURG ROAD P ) BOX 767 C2.2 SITE UTILITY PLAN PORTLAND, OR 97223Bt ;>VERTON OR 97075 C4. 1 DETAILS CONTACT: DAVID BLAKE ( 503 )245-9400 CONTACT.- DAN QUATIER ( 503)641-2500 - AO. 1 INDEX, ABIIREVIATIONS, VICINITY, SYMBOLS, CODE REVII W -• ARCHITECT: N ECHANICAL: A1. 1 ARCHITECTURAL SITE PLAN INGRIM/MILLS, P.C. McKINSTRY CO,%4PANYA_21 FIRST FLUOR PLAN ONE CENTERPOINTE DRIVE 8 4NE COUCH SUITE 300 PORTLAND, OR 97 232 A2.2 SECOND FLOOR PLAN LAKE OSWEGO, OR 97035 A2. 3 I HIRD THROUGH SIXTH FLOOR PLAN C )N-T,aCT: DAN HOWARD ABBR E Vf ATI ONS CONTACT: BART MILLS( 503 )620-2025 ( 503) 2 38-4620 A2.4 SEVENTH FLOUR PLAN A2.5 ROOF rl AN DESIGN CONSULTANT: ELECTRICAL: A3. 1 SOUTH ELEVATION MERRIMAN, KELLER , BROWNING & TRULSSON C,1RISTENSON ELECTRIC, INC. A3.2 NORTH ELEVATION 81 -17 PRESTON ROAD -1 1 SW COLUr\/IBIA A3. 3 EAST AND WEST ELEVATIONS SUITE 675 Sl1ITE 480 A3.4 BUILDING SECTION i AND E FA:;lr L ANGLE EA EACH D%�L I A S, TX / 5 2 2 S PORTLAND, OR 9740 -1 A3.5 BUILDING Ar,tD WALL SECTIONS @ AT EL ELEVATION CON T A --T : DAVID BROWNING CONTACT: BRIAN CHRISTOPHER A4, 1 ENLARGED LOBBY PLAIN C CENTERLINE EJ EXPANSION JOINT ( 2 14) 360-0091 ( 503)241-4812A4 2 ENLARGED L.ABY PIANS DIAMETER OR ROUND ELECT ELECTRICAL PERPENDICULAR EP ELECTRICAL PANELBOARD A7.'I STAIR PLANS AND SECTIONS li POUND OR NUMBER EQ EQUAL A8 ANCHOR BOLT EQUIP EQUIPMENT STRUCTURAL./CIVIL- ENGINEER: FIRE PROTECTION: ,N7.2 ELEVATOR PLANS AND SECTIONS 72ND AC AIR CONDITIONING EXIST EXISTING K P F F C O N S U L T I N G D :LTA FIRE, INC. ACOUS ACOUS'T'ICAL EXT EXTERIOR 421 S W SIXTH A V L N U E 14795 SW / 2 N D AD AREA DRAINSUITE +3 -11 PORTLAND; OR 97224 AW ADJUSTABLE FA FIRE ALARM PORTLAND, OR 9i 204 CDNTACT : ANDY CARTALES AFF ABOVE FINISH FLOOR FD FLOOR DRAIN ( 503Y CAR020 S 1 .0 GENERAL STRUCTURAL NOTES, DRAWING INDEX ALUM ALUMINUM FDS FOLD DGWN SEAT CONTACT: GAAFER GAAFER j2. i FOUNDATION/GROUND FLOOR PLAN ANOD ANODIZE FEC FIRE EXTINGUISHER DAVID DEHAPPORT 52.2 SECOND FLOOR FRAMING PLAN APPROX APPROXIMATE CABINET ( 503)227-3 2 5 1 ARCH Ai<-IiITECTURAL FF FINISHED FLOOR S2. 3 THIRD THROUGH SIXTH FLOOR FRAMING PLANS FH PIPE HYDRANT S2.4 SEVENTH 'FLOOR FRAMING PLAN BD BOARD FIN FINISH (ED) SOILS ENGINEER : 82. .5 ROOF FRAMING PLAN , BLDG BUILDING FLR FLOOR BLKG BLOCKING FND FOUNDATION DAMES AND MOOR E BOT BOTTOM FOB FACE OF BRICK 1220 SW MORRISON ST. S2.6 PENTHOUSE ROOF Ft AMING PLAN AND DETAILS SOD BOTTOM OF DECK FOC FACE. OF CONCRETE SUITE 404 5 3. 1 SHEAR WALL ELEVATIONS FOF FACE OF FINISH PORTLAND, OR 97205 S4. 1 COLUMN SCHEDULE AND DETAILS C8 CATCH BASIN FOM FACE OF MASONRY CC CENTER TO CENTER FOS FACE OF STUD CONTACT: JAMES JOHNSON 54. 2 P.T. SLAB SCHEDULE AND DETAILS CI CAST IRON FS FULL SIZE ( 503)228-7688 54. 3 P.T. BEAM SCHEDULE AND DETAILS CIG CLEAR INSULATING FTG FOOTING z GLASS FUR FURRED (INE) S 5. 1 TYP. CONCRETE DETAILS S -).2 CONCRETE DET AILS C7SG CLEAR INSULATING FRS FIRE TRF:•TEJ & O SAFETY GLASS PRESSURE TRFATED WLOD S CLG CEILING CLR CLEAR GA GAGE GAUGr (J CMU CONCRETE MASONRY UNIT GB GRAB BAR Wt� CO CLEAN OUT GI GALVANIZED IRON Vt. "I EQUIPMENT SCHEDULE/SITE PLAN COL COLUMN GYP BD GYPSUM BOARD O CONC CONCRETE CONST CONSTRUCTION HB HOSE BIBBCODE .? E VIE W V CONT CONTINUOUS OR CONTINUE HC HOLLOW CORE Iv1. 2 FOUNDATION . 3 FIRST IRST FLOOR PLAN U N DATION PLAN CT CERAMIC 'PILE HM HOLLOW MFTAL �G CJ CONSTRUCTION JOINT HORZ HORIZONTAL 10. SECOND FLOOR PLAN HVAC HEATING, VENTILATING 110. 5 THIRD AND FOURTH FLOOR PLANS � DF DRINKING FOUNTAIN & AIR CONDITIONING DIA DIA.METEF m.6 r I F T H FLOUR PLAN :.IM DIMENSION ID INSIDE DIAMETER DR DOOR INSUL INSULATION PROJECT DESCRIPTION SIXTH FLOOR PLAN DS DOWNSPOUT INT INTERIOR 7-story fully-sprinklere:d cffic•e building h✓I.8 SEVENTH FLOOR PLAN DTL DETAIL ,tit.9 ROOF PLAN DWG DRAWING OCCUPA C" GROUP M. 10 DETAIL/DIAGRAMS JAN JANITOR RD ROOF DRAIN B-2 Office Building JT JOINT REFR REFRIGERATOR REINF REINFORCE (D) (ING) RPL KICKPLATE REV REVISION (S) REVISED TYPE OF CONSTRUCTION RM ROOM T r T� C r7 Ot Lc LAB LABORATORY RO ROUGH OPENING Type II F.R. ` I -�C t l t C �t r- C�C l LAM LAMINATE (D) 1 LAV LAVATORY 8 SOUTH Exterior Bearing Walls: 2 - H o u rfire , LT LIGHT SC SOLID CORE e s i s - J t i v e ('� � ��'� Al � 1/ O( ('I }' noncombustible . ! d I ` SCD SEAT COVER DZSFENSER L MAX MAXIMUM SD SOAP DISPENSER Section 1903 (a ) 7 rk MECH MECHANIC (AL) SECT SECTION exception #2. C ! t ,` ( [' L 'r2 C MED MENTUM SHR SHOWER 7n* r ,)`q erior Bearing walls: 2-hour. SYMBOLS MFG MPNUFACTURE (ER) SHT SHEET C1. MG MIRROR GLASS SIM SIMILAR MH MANHOLE SPECS SPECIFICATIONS Exterior Non-Bearing Walls: U n pr o t e c t e d CRY OFTOARD G `r MIN MINIMUM SST STA.T-NLESS STEEL noncombustible . MISC MISCELLANEOUS STD STANDARD Concfllbn*Y Approved O Section 1903 (a) .. ......•...............( ,: ALJ - �---� U Fw ony Itte work a-,cia..r,rlbrnl in: , MO MASONRY OPENING STL STEEL exception 1. PERMIT NO. MTL METAL STOR STORAGE 800*for to:Folll�loww,� MULL MULLION STRUCT STRUCTURAL Structural Frame: 2-Hour.. fAn ... f l Ct Irl - -1_ N NORTH T TREAD Permanent Interior --k/---- JubAd*6lis gzag&J-1 , i�; ND SANITARY NAPKIN TA TOP OF ASPHALT Partitions: 1-Hour. . �---- gheFt cn whi::h Detsi: is DISPENSER TC TOP OF CURB / NIC NOT IN CONTRACT TD TOWEL DISPENSER Shaft Enclosures: 2-Hour. '_�catad _ (f NR NO NUMBER TD/WPR PAPER TOWEL DISPENSER/ SANITARY NAPKINRECEPTACLE Ce.11ing-Roof: 1-Hour. RECEPTACLE TEL TELEPHONE Kavncta V I I N I T Y MAP W W J NTS NOT TO SCALE TIG TONGCExterior Openings: Unprotected, Table O � .: & GROOVE SA Rccm Name TIG TI�iTED INSULATING OC ON CENTER GLASS FLOUR ARE ?ccm Nu�er ?first Dig_t-?' Ocr W OD OUTSIDE DIAMETER TISG TINTED INSULATING ` . l J S SAFETY GLASS Allowable Area: Nunter 2nd & 3rd Dig:`_- v L Rccm Nu=er I '* I �lenunwcrun ! a rI 4 ,� E A FH TOILET PAPER HOLDER. TOC TOP OF CONCRETE Basic 39,900 fable 5-C _ ; �I „rw,lruN Sr y) ) � \�� - r :sh Sc^ea•.:le Reference - - H LI) P PLATE TOW TOP OF WALL Multi-Story - x 505(b) Ca.ilna ;e_crt (ancv«� f. _-- gceldllli N + y -� �• -- P LAM PLASTIC i.,AMINATE TP TOWEL PIN - - ' • , Sub-total 78,800 � J- PLWD PLYWOOD TFL TOP O� PLATE All Side Sep,�ration _^x2 506(a. 3) f_�c-) ETH rH "w' '0 1 AMAON PNL PANEL TS TEMrt:RED SAFETY GLASS Sub-total 159,600 �` Be VertOr) P6 ( I �r� PR PAIR TTSG TINTED TEMPERED SAFETY Automatic Sprinkler x2 506(c) L __ r AMONr • s : Bu,1��-c �ect_cn Numher ALIEN siv - V/-€--- 1 R s PSI POUNDS PER SQUARE INCH GLASS c rt i 1 PVC POLYVINYL CHLORIDE TV TELEVISION Total 319, 200 Square Feet ! 4 - d I A � v;rmV YOE TWX TELETYPEWRITER I � �. +�•__^She=t Vu�er en which section • �P 1ccateGl PEIYNEr WOMAN 1k O QT QUARRY TILE TYP TYPICAL - T ^_ - OAAOEN - BUILDING AREA: Gross Sq. F't. Net Rentable ' � iT AEP E AC6M SI R RISER UNO UNLESS NOTED OTHERWISE Sq. Ft. A `' RA RETURN AIR �- - 7p I s - Wall Sez. • cr. Nualber ` rn RB RUBBER BASE First Floor 17, 358 15 535 �r nor �` -LL ` .i� A ' � erocAlrA+� "• � '� l'• y Af( • Mill VCT VINYL COMPOSITION TILE Second Floor 17 358 15 715 -- S`eet: Yu:;re: on which wall AO I 11, , �, ► s+act�en is located ` " 'E" i^% o 0 VERT VERTICAL Third Floor 17,358 16,638 WASIIIN(;I ON t5(111Ak R sI ) 'i~ ,e Fourth Floor 17 358 16,638 i +) FJ ( I IRIMCMA A/rr+ Q! roll - I " C9 VP VENEER PLASTER �' �_- 1. `8 �1 ii-I � >t T1 \ p � VEST VESTIBULE. Fifth Floor 1 ,358 16,638 O l �i f: ,1 1, - +4 +� w rn Sixth Floor 17,358 16,638 Wall T.rtie WI T • oA�vrA Sr T 9 w q W WEST Seventh Floor _16,058 15, e55 - ,�, a vrsnl too A s Ga u r W WITH ��= 9v �1 �st q o \ +r b R v IU �: / Building Total 120 206 113 045 ---- Cccr Numbe_ / . - �`' ~ i 0 "1 m w _ J 0 Lo WC WATER CLOSET o • �� a WG WIRE GLASS sr F ° In+i' oze- . Art' WD WOOD r Hardware G'_ouU -wiiM r ~��l�E rwArE Wbsb P. 6 N cep WH WATER HEATER B+�ii P c E z I u q fV c7 - C Ar OLIN IIIc Gl ll° Z`TI y p•� 1p Buildlna Heir'.,t 19@f t� rA o _r+w W/O WITHOUT r Znter'_or F,le.vation Number Min OAAAOE MCOONAIO $I d `usE yk ,Ee+�° RD A ^o rr u o In WP WATERPROOF AllcwabJ.e 12 Stories 160 l WSCT WAINSCOT Proposed 7 Stories 76 ::o 7th Floor [_� no A W NnA _ _ _�,�; U v n c Y (Nate: 75' Average from Fire Lanes) </ •� Sheet Number on which interior Yr" 8; ' '-,r + ,PN N elrn q r' a �---- -- elevation is located -1 �ArrLFA-1 1 I ,y0� o yr a, PRoliCf 1lricolN v NUET11 DATA 06. '19.89 �J � RfWSIbN PERMITS S11991288. 8q 13.18, 8917-44 8 OF 51 s L L 9 PLAN REVIEW SET A0 -1 ..r.^,,'!1'q"F;l'^'0tNOW Illll�� •� ��•Y�� ♦w�l,- Mme"'•-.� � ,. ;. 11 1► t111i11 IIIll11 1111111 1111111 1111111 1111111 111111) 11111f1 11,1111 Ililllt Ilflllf Iltlttt tlll�tt 1111111 1111111 IIII111 Illllltlllrlt►r +Illtll�� 111116 1111111 1111111 Itlllll I I I I , 2 3 4 5 8 7 8 9 10 I I 12 ' NOTE: IF THIS MICROFILMED -'T-- -- -- -- ------12 9RAW9G IS LESS CL'AR THAN M THIS NOTICE, IT IS OIIE TO Twt VUALi"/ 0r Tlf ORIGINA!. Of, 8? 9z LZ iz Sz U�! EZ Zz 13 0? 81 81 LI 91 SI *I EI 21 II 01 1 1 • R 9 S b E z I"•« ' ' +E►llnubulloHl1n11nnlHHlnnlnulnulultln111u111uNIu1Eh1E1d+IfIkulluullulll+nl111�HI1111UIi11IIIII111111II111I1)1111111IIIIIIIIII�NIIII111111NIIIIIIIIUIIII�IIItI1111I1tIlIll11�1 ;IIIII�UIIlu11111HIt111I110I111111Wlli�111IIJi1111U111l1�111IlIIlI1111UWI11H - APIRIL 1. 1991 M - 7 ■ I w a ■ ► r ■ pi/t +N11�� CONSIRUCI CONC. CONSTRUCT CONC. DRIVEWAY, SEE ARCH. � 84.32' 201.97' _ ---1 „o DRIVEWAY, SEE ARCH. SHEET FOR SHEET FOR DETAILS. _ - -- - -- - --- --- -- - -- -- -- - - - - I, � ok DETAILS. N 9954.92 - - -- - - - --- -- - N 9956.37_A -- -- -- - - -- - - - --- -I -- - -- - - -- - ---- - - - -- -- ---_- --- -- --------- ---- �. -_ N 89'3°'00 E -- E 10;746.'2 _ _ - - ----_-- --------------- ----- --- _ _EX1SLlB 19.713.2fi-._ --- - -- - -- --- --------- --- - - --- - X269$ S - 1 NOTE: LOCUST ST. IMPROVEMENTS N 9959.87 TC=20?4 TC=2CB.3 TC=208.5 RIM=208.13 MATCH EXIST. TC:=209.1 - ' C W. LOCUST STREET o BY CIT`' I�f T1GAR0. E 11113.83 MATCH EXIST. MATCH EXIST. MATCH EXIST. CURB AND S/W MATCH EXIST. - ' Com-- _� �- - - - - / - - - - - CURB CURB l,ND S/W\ CURB AND S/w \ CUf1B N 2953.70 _ -728 - - - ------ E 10406.19 I7 'VT 2 - - _ - --- - - --- - - - --- - - - - ---- - - - - - --- - - - - ---- -- - ----- - - -- J� - - 1 - is 89'30 00 F 29 N 89_30'00' E _ _ _ _ - _ - - - - - -_ - - -- - __ -- -- - - / 140.53' T =208.5 166.55' _ o TC-208.8 3C o S 24'30'50' W ---T w ' 14.85' SLOPE TO A.C.-l- I I .3N 9941.41 PAVEMENT ( TC= 08.8 1 L22.00'02300*j .0 ' CIVIL SITE WORK NOTES TC_ 5.5 .4 E 10540.55 ( - 30.00' � 30.00' I � _ TC 204.0 TC=205.8 PROVIDE CON(;. 16 16' N 9933.28 EEL STOPS 18' 12' ' 12' 16' ----�-- 1. kl_ NOR', SHALL BE DONE IN CONFORMANCE WITH THESE PLANS AND THE 1980 6 E 10598.21 P.'t, DETAIL, w S rANDAI SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CREGON CHAPTER AIWA. SHT. 4.1 W ✓�, ' N 9929.74 � ; �� o r` 1 2. TIIE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE TC=203.6 E. 10630.03 5' S\W I 3.18' `a r 7 TC= 4.2 - b I � ! AND LOCAL CODES, ORDINANCES AND REGULATIONS, INCLUDING NECESSARY PERMITS • �' o T c�i� AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. EXIST. CB I ,�/ f\ N 9890.85 I b r' �ti E 10-68. o (f) NI 3. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL PERTINENT RIM=203.5 �/ y�/ ,�� p TC 2 .9 I z COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA SO 1 N 9 40.21 'THAT SAID UTILITIES MAY BE ACCURATELY LOCATED. 8 TC='03.0 TC- 03.7 1 7 E 111114.95 9 s, I^ = 06 5 PROPOSED I I 1 4. THE LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FOR N 9859.03 .26 INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. .to � 1� PARKING STRUCTURE O 1 11 TC=' 3.2 PROPOSED E 10672.451 TC 206.7 LOWER LEVEL EL=203 ± U 5. ANY SOIL THAT IS FREE OF ORGANIC OR OTHER DELETERIOUS MATTER IS SUITABLE TC=203.2 85 a LINCOLN CEN I RE UPPER LEVEL EL.=213 ± AS FILL, IF IT IS PLACED DURING DRY WARM WEATHER AND IS AERATED (TO LOWER 04 7.0 Ti, 202_8 z WATER CONTENT) BEFORE IT IS PLACED. FIVE TC 2 5.3 .213 1 12' � 12' 8' I FIN. FLOOR=204.5 �r, � -� � N 828.86 `�S• 6. SUBGRADE AND '11ENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE uo E 10493.79 N \ TC=205.7 I ( MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE o �, /' 1 BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. LC=205.5 of N 4' 0 ; 4' �1 / ,5 \ I 7. ALL MATERIALS SF,ALL BE NEW. 'HE USE OF MANUFACTURER'S NAMES. MODELS AND TC=203. h / N 9826.19 z S\ 8 S\W E 10714.39 I NUMBERS IS INTENDED •�0 ESTABLISH STYLE, QUALITY, APPEARnrvk,t AND USEFULNESS. N 9797 04 \, PROPOSED SUBSTITUTIONS WILL RE:QUIR!_ WRITTEN APPROVAI_. 2' �'� \ E 0497 33 N 9758.15_ N 97 94 A �j 24' TC=205.0 EXI7. z E 10536.22 I 1 8. STORM ANC SANITARY SEWER PIPE SHALL 9E CONCRETE PIPE CONFORMING TO ASTM R MS 208.82 T(:=2)2.2 E 10657. 2 • - _,, RAMP DOWN 2' C14, LATEST EDITION, WTH RUBBER RING JO!NTS OR PVC PIPE CONFORMING WITH I -I NEW CB_ N 9754.61 1 °i = 10% MAX. SLOPE ► 1 ASTM D3034-78. '0202 0 TC=201.6 E 10568.04 TC=20.3.7 34.95'" J TC=202..? 1 - -._.- SEE ARCHITFCTU�'AL TC 201. RIM=201.0 ' . _ _ /SI�EET i'OR / / 9. LAY PIPING• BEGINNING AT THE LOW POINT OF SYSTEM, TRUE TO GRADES AND ALIGNMENT CONSTRUCT (;ONC. - �0 '3 ti 4.4 DETAILS THIS ARE?, p TC=202.3 a<; .,ti �� INDICATED WITH UNBROKEN CONTINUITY LF INVERT. DRIVEWAY, SEE ARCH. a 112 is 13 _ - .22 6 SHEET FOR e TC=202.5 TC=20 ;� 3'• / 10. ASPHALT PAVING WORK SHALL CONFORM TO 1HE OREGON CHAPTER, 1980 APWA STANDARD • w S 89.30'00' W =202.6 tip` SPECIFICATIONS, DIVISION TWO. DETAILS. 29.76' IM X74' .21 N aJ'30'M-�•_ 1C=204.1, �y, I J ^ N 9740.02 ;� 4��, ' BREAK `�80.e8 34 y / 11. CONNECTIONS TO EXISTING STORM SEWER SHALL CONFORM TO THE OREGON CHAPTER, w E 10408.05 re F` 17 9 ��00 23 T -20 - / / 1980 APWA STANDARD SPECIFICATION, SECTION 308, WORK ON EXISTIN'' SEWERS AND T 37 N = 4-2 .3.5 ? ,20 o Off, TC=204.5 �� oSTRUCTURES. is 'co C=202.1 r� _ _ F - c. c rn w TC=201.9 _ 4 32 TC-:-204.4 f�o� / 12. ALL WATER PIPE TO HAVE MINIMUM 30-INCH COVER TO 5NISH GRADE. Z TC-201.6 _ N 9726.38 0 MATCH EXIST. 36' TC-202.5 N 9742,5 in i A = 46.'669 13. GATE VALVES TO BE CAST IRON CLASS 150 NON-RISING STEM. E 10532.57 TC 202.2 N 3:. ,JS 337 Se TC=204.5 -- - "' 248' -- TC=?.04.2 // R = 350.00' CURB 1 13.7' T =202.4 E 10629.211 bo 57 / TC 202.0 N _ L = 283.24' 14. NO WATER VALVES WILL BE OPENED OR CLOSED WITHOUT CITY APPROVAL_ TC=201.7 I M TCH EXIST. 40 '� `�c' --� -- - N !- _rJ 9680.00 LTJ E 10487.81 SEE ARCHITECTURAL CURB a� •3 TC=2 4.8 N 139'30'00' E E. 11012.7 15. ALL WATER PIPE SHALL BE DUCTILE IRON, CL-51 OR CL-52 150 PSI WORKING TC=202.5 TC=202.3 SHEET FOR _ --- ------- ------ -- -- / DETAILS THIS AREA E4IST. 42" POPLAR N 2111 TC=203.8 �-_203.8/ / PRESSURE. T \ = O N 9740.46 1 `r °i _ I TC •205.0 T =205.5 -PREF TO BE SAVED _ / / ( ) E 10458.05 EXIST. CB o -t-- � 16. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED AND CHLORINATED AND POTABLE \��J N 9 77. 0 3, .66 .65 ! RIM=200.5 : � 413 15� / / WATER TESTS APPROVED BY THE OREGON STATE HEALTH DEPARTMENT PERFORMED EXIST. CB E 10 49.37 \ 6 /• RIM-200.27 I 00 22.75' 3::.11' _ 23.7 15.91' S,g3',I ,\ /j PRIOR TO ANY METER HOOKUP SERVICE. � r \ LINCOLN c T _ c - I .411 \\s - 126' .613 / .63 / / n 3 THREE SAWCU EXIST. A.C.-Lt ,p. '�.45 00cy FIN. FLOOR=202.6 PAVEMENT AND MATCH '-�` TC -205.5 43 , �, / ' WITH NEW A.0 PER ��• - / Q 811300. SECTION SHEET C4.1 � 00 � '4c `�" �� j TC_=205.5 TC=203.0 �,/- �j TC-202.8 r� TC-205.8 ti �+ TC=203.0 - 1 r- I' TC=205.0 N .yo/e`' O' Z c� 24' 15' 15' '�?' 11 -- - ` .54.55 .62.61 47 .48 I °° 45' ,? Q� ,/ CURVE DATA TABLE EXISTING \ / 1• CURVE RADIUS LENGTH DELTA I vD A � TRANSFORMER TC=206.° •53 4 TCS 05.5 TC=204.6 NE'' CB ��,� / / .1 10.00 23.64 135'26 52 - I TC=203.3 �200•g ,. 2 10.00 11.85 6733 59 3 30.00 13.06 24-56'32' ^) � .52 _ '50 �� .56 �C=201.5 / ' ' .4 3.00. 4.95 94'27 21 I IJ 51 TC 03.5 .5 3.00 _ 4.71 90'00 00 TC=2 0, TC=2 .3 / .6 3.40 4.7-1-- 90'00 00 .7 3.00 4.71 90'00 00 TCL205.5 TC=204 22 .60 / .8 3.00 7.04 - 134'30 00 r` O / .9 3.00 4.71 90'00 00 .59 . / N 9585.89 .10 10.00 110.40 s9.31s 3s V / SAWCUT EXIST. A.C. --/ I N 57.58 ,s E 11008.83 .12 301 -�_ 180'0000 75*53 24- EXIST, A.C. PAVEMENT PAVEMENT AND MPTCH - s / 13 3.00 -9.42- 180'00 00 4 / WITH NEW A.0 PER I I �tb• / TC=201.8 / .14 _1090'01'42' f I SEUTION SHEET C4.1 TC=203.0 sJ�•F T =2020 / L' .15 10.00 16.65 95'2335 END CURB i/ .18 3.00 4.71 _ 84'33 07- / .17 3.00 4.71'-- 90'00 0� MATCH EXIS i. EDGE I2 .18 _ 20.00' TC=20 0 �+ END C RB `J / OF A.C. PAVEMENT "' -'- �� N 9514.10 .19 20.00 6.3�• 18'1522 ' / REMOVE EXIST. o; E 10912. EXTRUDED CURB 20 20.00 13.77 2507 3 � .21 20.00 a.a--T- t3.4s 1b� N 9546 1 .22 20.00 12.22 _S4'59 38 LINCOLN ! E toe 11.05 / 23 10.00 n.2a _ 9a•Sst6 '-' / f i / .24 25.00 20.08 _46-'01 06 Q TWO I NOTE: REFER TO LINCOLN ST. L.I.D. .25 20.00 15.88- 45'3000 \ 00, FIN. FLOOR=201.0 - / / / PLANS FOR LINCOLN ST. 2i 3.00 - 4- e3'- 92��'2a IMPROVEMENTS AND CURB .213 20.00 30.65 87'47'42' \ FcO 00 RETURNS SHOWN DASHED. .29 20.00 30.69 87'54 57 o / / / .30 3.00 4.82 92'05 03 TC=200.7 / .31 3.00 9.42 180-00'00' 16' 15' 24' 15 I .32 3.00 9.42'- 180_00 00 LEGEND & ABBREVIAT CNS .33 2.00 4.73 135'30'00 w .34 15.00 11.65 44'30 UO \ r� .35 15,00 23.38' 90 00 00 EXISTING CURB .36 10.00 16.05 91'57'34' I-1 \ TC=202.0 N 68 / i -' NEB, CURB - �� - I -_- .37 5.00 3-78 43'18-''27 D� �' 7�TC=200.5 � / RIGHT-OF-WAY .38 3.00 4.72 90'1400 CENTERLINE .39 2.00 13,69 134'30 00 n ss --- --- EDGE OF EXIST. A.C. .40 3.00 4.7-T--135'30'00' 9000 00 io / xx CURVE DATA SYMBOL 411 --3.004- 7.oT_ 135 30 00 .42 3.00 794 134'31 21 TC •TOP OF CURB ELEVATION --r T-„- .43 3.00 _ 4.71 89_58 39 U d 1 / i S/W SIDEWALK 44 - 5.00 -111.70 134'0 3`-4T CB CATCH BASIN ,45 - - 3.00 7.11 135'52'26" p. A.C. ASPHALT CEMENT .46 3.00 4.7�- 90'00 00 00� 74•73 \ / .47 3.00 9.42'-- 180'00 U T C/I ' � \]\ .46 � 3.00 _ 9.42 160'00 00 °J A = 46.'377 --�- q 16' / R = 457.28' .50 0_ i8.a 134 - � -- - ¢ L = 370.62' 51 3 00 4.71 89'58 38 `� A G 24' - .52 _ 5 00 4.113 47'52 04 TC=7.00.4 - 1 W E .53- 27 0 14.70 317 02 NEW CB 1 .54 _ 5.00 11.70 134'07 3M1 y MATCH EXIST.S T. _ ---T- -'DO -- .55 ., tl CURB / TC=199.5 .56 - 16.00 1:5.92 13052622� \ X00 a W I 1 3.00 4.71 9000 Q TC=200.0 .50 3,00 ___4.: 90'0138 q o I. 44' .59 -_5.00 7.81 89'30 00 _ -+ G dA N -.60 3.00 4.7-4-� 90'30 00 r m «+ w - 0. I .62 _ 3.00- 4.71 90'00 00 V 0 o N m`� Y r .61 _ 5.00 11.78 135'00 00 a 0 N 1 .63 _ T16.80 88.81 16'03 43 m I m a J I 84 3_00 7.07 135'00 UO Z o N I r .65 _ 3AB) 07 135'00 00 1307 1307 M p o ❑ ❑ _5 /� /\ .66 3.00T_-_ -- 4.71' 90100,00" _- =196 0 1 1 E V R /-,D I N C� P L A��l .67 3.00 3.06 59-29'83 16�--- q TG=196.9 / 88 3.00 4.71' _89'58 35 I MATCH EXIST. a END CU B -- _ - ss 3.00 9:±2` 1180.0 0 O _ I CURB .7 r- 3.00 9.42 160 00 00 I TC=196.3 i _ END 1 C B I E 13?.71.55 SCALE: 1"=30' .71 - -10.00 13.16 _ 75 2 44' I ��--- .72 3.00 4.01 76'3914 I'ROYiC* LINCOLN V MATCH CURB XIS - .73 9OvO`DO` .76 ` i .74 4.00 12.5 180'0000 1 .75 10.00 9.33 53............... 20�_ _76 -10.00 - 15.72 90'04 1515 _... DAM JUNE 19,1989 3 I 1 I EXIST. ►�►0.► tD PARKING STRUCTURE 1 0' I PLAN REVIEW SET Z I , PERMITS S 1 T891288, 891318. 891'.'44 9 OF ► L et v • - ■ .. -r.--.., _ �..-...�...+..��.��.....w,�....•..... .....-..-....�....... �....-.,--,--• - --,..�.�.....+www..-�-�...•...w.��-.�.. ' "R' ./ , ' .•-..�..,",.' I ..,.,....-.. _.-..._...,..... �, ~+�,1)i t►i l(111;l l l 1 1 I I I I I 1 III 1'I III I I'11�1 1 1 I I I 1 I III I I( I I 111111 III III I I 1 1 I I I I I I(111 11')I I I I I I I I I I I I I I I(I I I I(I I I 1111 1111 1111111 r l 111111�1111111 I r l1111 r I r(I�r E r�r l r�r l l ,.,�....,.,,.,,w,,.,.,,4.•,>,..::,.........mra`�hs . ��e _. _.,.r r1! -' •�` h NOTE: IF THIS M ICROF I LMEO ( Z __ '� 6 e T 0 0 JRAN11•Ki IS LESS CLEAR THAN I 1 r Th IS NOTICE, 111 IS DUE TO THE QUALITY OF 1HE ORIGINAL its a 6? Be a Be S7 f2 EZ t2 12 OZ 61 91 LI 91 41 t,I EI 21 11 01 1 1 L 9 Sf.- �--I� f t 1°111• • ,1II11111HRIIInIHI I(nu1nHIIInIN11II111111H111MIIInIuIrl wrNtrllurtlw;dnillHnhnllu�lu11n11hr1lllllllllll1111111,1.1InI11iu1lludNfllmih11111uIhIuIu1�1111Iuubn111u1�1uEI1Wll)Illuulunllnll11ul11nbw1�lUuuliluUllEluulnuluE�WInH � .. APRIL, 11 1. 991 � Y �- ��l� � IN I � 000 ... rr,. i., .,: ,- v r �• ^F'- .i_ -:,,. •,-. ;. - ..-n•.r- :•t^.-;• .... i , �.� ..m. J;b� lll '1�-_ r_-, ..u71:. � - ,.. ,. . �- � ... . I N Q N I Y EXIST. SMH_ " `156 x f - EXIST. SMH " �-EXIST. 10 EXIST. 8" 594 EXIST. 12" =EXIST. 8" RIM=208.52IM=20985 CULVERT 09.03 WM CONNECT TO EXIST. 8 ClCI W � CULVERT I.E.=198.85 yyM CULVERT CULVERT d I.E.=197.6 i WITH 9X8 WET TAP, �l W. ��C U S T STREET ;,- - -- - ---� -_- �j PROVIDE 8" GATE VALVE �_- G -- - / AND THRUST BLOCK .- -- -- --- -- -- ---. �G -- _ _- - - - - ---- - - ,G- _ --1o" 8" g-- - �_.� EXIST. 8" ------ ---- ------- ------- } CONNECT TO EXIST._MH % EXIST. CB CULVERT t I.E.=197.8 RIM=208.13 w - 8- w SD Cl 1 ---- - -_- --- - - _ �' _I.E.=205.5 ---- -- - - - --- - -- >- > --- -- --- W - EXIST. SDMH / ti--- --_ _ _ ,_ - ��- _ _ GA a FH --- --WM -- - +� EXIST.SMH _ _ ___-- -- - PP - - - - - - WM - - - -- - PP - - - - - -TT - I = .43 EXIST. 10" RIM=207,46 - - - - - -- - -- - -- Pp -- - - - - - - - -- \ EXIST. 12" EXIST. 10 ` ' LE.=199.6 EXIST. 10" I.E. S=201.1 - - _ - ' - - EXIST, ISLE CULVERT 1 I CULVERT I.E. E=201.6 - �HST._' LE J' -- MH-� CULVERT CULVERT / - e SDETAIL OF I I I EE THIS AREA EXIST. CB / SHEET C4.1 I RIM=206.88 I.E.==206.38 "GA INSTALL CO I.E.=1 .Z6- RIM TO MATCH I I I pp FINISH I FINISH GRADE I W LLJ I- I i I f w I z I I EXIST. C8 RIM=203.59 PROPOSED PROPOSED PARKING 0 LINCOLN FIVE STRUCTURE U FIN. FLOOR=205.5 00, LOWER LEVEL EL.=203 z UPPER LEVEL EL.=213 L I I EXIST. CB REMOVE EXIST. CB RIM=201.82 AND CO, EXTEND INSTALL CO REMOVE EXIST. CB \ 10" SD TD NEW �,B I.E.=199.0 AND CO AND , v I.E.=198. RIM TO PLUG EXIST. S U I CONSTRU TCB MATCH FINISH I.E.=199.7 • ,f- - I RIM=201. RADE I ~1 SDMH I � I.E.=199.0 r I I EXIST. RIM-201.87 I 20 L.F.- B SD I.E. E=196.37 I.E. N=195.37 24 L.F.-10" SID _ I.E. W=196.37 I.E. S=195.17 �\ -5D v - \ / ii - / too 0 INSTALL CO AT EXIST. SID CONNECT TO EXIST. I.E.=197.5 , CDN 10 SD RIM TO MATCH LUJ FINISH GRADE RIMS1Cb� W PLUG EXIST. I.E.=198.5 - J ----- ---- -- - --------- -� / O " SD NORTH �----- I- � / I SD EXIST. CB I LINCOLN THREE EXIST. SMH / � I.E.=194.5 RILI-20FIN. FLOOR=202.5 EXIST. SM ADJUST RIM TO / EXIST. SMH 0 v I.E. E=196.97 RIM=203. MATCH FINISH RIM=202.67 I.E. W=196.87 I.E.=193.4 GRADE 8" f--� EXIST. CO 8' - S I.E.=195.7 I.E.=196.5-I N 5 G S 6" W - _ , I � 0 I / �- Ff00 EXIST. ELECT. 9:_ G W TRANSFORMER RELOCATE EXIST. \ / FH CONS UCT CB ,N RI"199.5 / �. �0.=196.0 EXIST. CO o PROVIDE 12 STUB EAST / TO CONNECT TO FUTURE l� LINCOLN STREET L.J.D. LINCOLN TWO ,� j / CONSTRUCTION. FIN. FLOOR=201.0 SD EXIST. CB RIM=199.0 �--' i.E.=197.0 EXIST. CO I.E.=195.0 i 1.. LEGEND EXISTING NEW CURB / - - --- RIGHT-OF-WAY / --- ----- CENTERLINE / -SD-- SD STORM DRAIN CONSTRUC CB - S - S SANITARY SEWER v I RIM= 91 8 9 -� - W -- W WATER I.E.=195.0 \ / - E - ELECTRICAL p" N - T - TELEPHONE - IS GAS Eli $pp POWER POLE GA " GUY ANCHOR a m Q MANHOLE A I \ ❑ ■ CATCH BASIN o I W �. E GATE VALVE od EXIST. CONE ! TEE WITH THRUST BLOCK « 0 � 0 • CLEANOUT ELECT. VAUL PROVIDE 12" STUB EAST �] TO CONNECT TO FUTURE ca o I• LINCOLN S rREET L.I.D. 1p^ CONSTRUCTION. C>~ p~, ° N �' d sl, EXIST. CB , I I S ABBREVIATIONS u oN ,� � o WI I \` SDMH STORM DRAIN MANHOLE u q Z oo E, N 0 SMH SANITARY MANHOLE «.. � °u o n \�,EXIST. CB CB CATCH BASIN ■ o - SI TE UTILITY PLAN RIM=196.2 I.E. INVERT ELEVATION EXIST. SDMH RIM=197.6 CO CLEANOU 1 LE.=195.5 EXIST. I - - _ -- SD STORM DRAIN LE.=188.3 , 6. I I " - SANITARY SEWER OJT I SCALE: 1 = 30 yy WATER ** LINCOLN V SID P?C I 1 L.F. LINEAL. FEET I+ I TELE. TELEPHONE ELECT. ELECTRICAL un JUNE 19, 1989 FH FIRE HYDRANT , CONC. CONCRETE EXIST. PARKING I I WM WATER METFR STRUCTURE I I "`""°" PERMITS ,_ IT891261,, 891.718. :,�}. _: 1 � PLAN REVIEW SET r OF 51. Y I L 11111 1111111 1111111 1111.111 1�1�1)1 IIIIIII 11111[I II11T'✓1 C�!llfi 1111111 11!Ifll VIII) IIIIIII 1110 n l 1111111 1111111 111111 IIIIIII I•II11� IIt1111 1'1111111111111 IIIII•II1�1IIlI �„„,,.w.,,,- _, _.....+�Mrtw, '►�� 1 I I I! I I i II t I I I I I 1 I I I �) 2 3 4- 5 6 7 a A 0 II 12 " NOTE: I F TH IS M I MOF I LMED - _ " _ ------- --- -- ............... DRAWING IS LESS CLEAR THAN J ' THIS NOTICE, 1T IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E dz 9? [z 9z S2 Oz Ez ZZ Iz OZ 61 91 1-1 91 SI 1,1 EI 21 II 01 -6 9 L 9 S b C L' I"•"" ';✓ - ". �!IlunhHJHHhH1L1Hh11111IHhH1hu1bu1h1uhn1LlHbJNll��dll�Jltlllhl�dnnlunhl111•Inllullnnlnnllmluub�luniuulnlllunlnrtllnllnublu6uduuluubulhulduuhwb�ubullulllnuhnlllmbwlwl�iulnu{uulwllunl,udn►�wlnu - APRIL 11 1991 1 ' � �1!AA:I�n'-•C� _ �fl��lJd'F496•'.+J'' '� � �q.�y �y . ..i, 'fYP.7,•t... r-;�r i .. T�-�;rgY�41Si 57i 'Ft 4`r; ;�n", ��.�'M�t�. .•@!W.-Ul' lF'!:fi�6Tr� .. ■ 1 Y Y Y I Y 7 cigti- �c DEraIL _ ��d ,,P WJDScNII-1!r Ell "tM►L . - Z- lyc �IP'-tS GlJ.ifiS GA.L. AG. PPVIIJG �/ / 34° •ca tI14Sf� GOURSI� �F•P.CXpti/I FILIISH LAIJOl.GAPIN[� PA,yINCo VJ/0�RY3F.G bQ .G1A'tE � PLMIV GPLAV GIM. f.URPN(.a ZX4 f+' �V+IR'✓7 I ytJ'-Gh oFWL GpURE+6 (,J+t�.�`PILIU I JOU..I Tf. Bbl OII OL, - I.,(prE[: GOMPP.C.T bn��t re rpllT. 60r 11'9A, tarot.. / ( 4UI &Al 4D 9pfe� 4-vu — cuRb w/1- AX 1 .IOIF.0 F ---- �TAUP!b � FIWVPZ / @ lo'-o° oG. MAx. hE.T lu F.R7xv i P°IAXIMUM pEIJ61N au°rF---E-- I -:. y/�PJ 6'7 /� 51.p�1 ✓ARI C,4 I PNV I AJGI ' pill— Los, 7 . I�/I LI GI �L..w •'� III' ,Illi!Ii l E ql � ,�-tout.. ur¢b � BtAt3L GOUR6E q -� T 111 -7 ,I'12 1 IL_. - 'li� GU(Zt e--,IC-D E:.WA.LI_ 6vE.GTI6PN A,G- PA�/INC� �EGTioN (9 CON7RAL'r0RS OPTION I/4" 11 r 0 GUfZ 7 VEITAll. (Tye ) tY ll- F PROVIDE. MONOLITHIC, POUR �NeNY )L +r �ji�l I O CfiTWEEN C,L'R6 4 SIDEWALK MANHOLE FRAME 8 COVER ,,MANHOLE SPECIFIED ' xi -GROUT FRAME (typ) GRADE RING AS REO'D Op.) MANHOLE NOTES ZTOP RUNPRECAST CONIC.CONE Op.) I. BOTTOM PRECAST CONCRETE RING SHALL BE SET - INTO BASE AND LEVELED AS CONCRETE TAKES ' RATERIA OR EQUAL JOINT MATERIAL OR EQUAL(tYD.) ` ITS INITIAL SET. MORTAR JOINT TO INSURE BOND. RgNGS AT PRECAST CONC.RINGS (typ) 2. SET MANHOLE FRAME IN 1/2"MORTAR. R o.c. ^' 3. PRECAST CONCRETE MANHOLE RISERS AND TOPS MANHOLE FRAME 8 COVER " I r AS SPECIFIED ID SHALL CONFORM TO ASTM C 478 SPECIFICATIONS. IFr"��III n 2 Na 5 HOOPS 4. SLOPE OF PRECAST ECCENTRIC CONE TOP SHALL I No. 5 RE-BAR I••l� FACE UP-GRADE. I r O O SLOPE SHELF 1,12 TOP RUNG ;" PRECAST CONIC.TOP SLAB C,�1 Q ALL STORM MANHOLES MAY HAVE RINGS AND ALL AROUND RUNGS AT MAX CONE SET IN I/2" MORTAR; JOINTS SHALL BE MORTARED INSIDE AND OUT AND COATED WITH LO BOTTOM RUNG (typ)BOTTOM RISER w AN APPROVED CURING COMPOUND. ---- -- -_ -�--- f BOTTOM 12"° " (2"MIN.,24"MAX.(tyR) r, O W Ij 1' xs b RISER 9 A r;� MIN. 12"MIN. „ o :.___ __ _ _ �/. C) D ° UR 3000 PSI CONC.(tyR) - r , 126 COMPACTED 3/44 MINUS O V IGRAVEL OR CRUSHED LL mvvv� 'POUR 3000 PSI CONIC.BASE ROCK (tyR) STREET AREAS OUT OF STREET AREAS Q EXISTINGSECTION I STANDARD MANHOLE PLAN SHALLOW MANHOLE DETAIL STANDARD MANHOLE DETAIL r�-7 RESURFACING NT.S. � WI CLEAN-OUT FRAME, CLASS A WATER TIGHT PLUG 8 COVER AS SPECIFIED �I // BACKFILL GROUT FRAME IN PLACE N�I • r 2' SQUARE CONIC SLAB W WITH 4-1/2"x6"ANCHOR BOLTS 3' ABOVE SLAB ' CLASS B • FOR FUTURE GRADE H ADJUSTMENTS. PIPE O.D.• I" 3/4'-0 GRANULAR 1'-0" _ BACKFILL / HEAVY DUTY TRAFFIC/ 1� COMPACTED SELECT I/2"8 RODS 6" O.C. GRATE, LYNCH 28% 28" - BACKFILL AS SPECIFIED 14 SIDES) 45' BEND PIPE TO BE A.C. PAVING SLOPE _ ' s✓ ABANDONED FILL PIPE WITH CONIC W WYE BRANCH 1'-0" MIN. INTO PIPE 4"OR6"SERVICE 3000 CONIC a 1 CONNECTION CALKED JOINT ' I J_ IF REQUIRED C.C. z ; ' > x CONCRETE PIPE 45N o s. 2'-0"x 3'-F"x 6" PROVIDE SINSTALL e W G • ° '. - CONC.PLUG WITH T 45° b wm v °': '; •f- .' SLAB GASKET IF END OF PACKING MATERIAL t LE 2'-O" a LINE. TO CONTAIN CONC. SO PIPE BASE BACKFILL IN STREET AREAS PIPE DIA. VISCO FRAME 8 COVER OR EQUAL 8" 1/4"STEEL PLATE__ I. IF S/W IS AGAINST CURB,FILL ROCK TO BACK OF S/W. 4" No 201 COATED-LYNCH 21F S/W IS NOT AGAINST CURB, FILL ROCK 2' BACK 6" No.202 OR APPROVED EQUAL FROM CURB. 8” Na2D3 PIPE BEDDING AND BACKFILL DETAIL STANDARD CLEAN-OUT DETAIL PLUG DETAIL CATCH BASIN DETAIL N.T.S. N.T.S. NTS. N.T.S. 0. Vi =•� cove gII 1 j.- s •x V \ G C,6 3 wustk- owws 'roz cHEuI_ v#W-r FIrsz 4 05 tY C-A-6 VALVEAs n 3 / 0.I UTILI-- ,-r VAJL-T, z pMvpIERTY a l Z Fuc E.5 L \ / 711 / ■ y P y g 3 t 5n c�lk� 4 .. � FNo!YeF LINCOLN V .+" wnruz MrMER- �� y14L 41r.JLT ✓J RiOt(7 242 VALVfUft ORKrE vAlua -IteJ' � YNY JUNE 19, 1989 ti IYIIOFN FIRS V/-WLT DIAC�IRAM Fri T GON�iRE ` NEE(, eTOP PLAN REVIEW SET PERMITS SITE9128,1. 191 'I'T• HaJ-44L C4. 1 ■ " It OF - l�° �I I - yil'r11P(III,Rggll'ILPv�lltitllll PlNl�gylpltDrRt (R(tQIIPpP61P(IPIIP(N III 11,111i tlglplUgNII111Pp(RRItI ' 110TE: IF MIS111101OFl4l0 �� • 1I It y "DIS 15 U39 TAN 71111114 IT I • 61pYlYIt ITV OF TIE MISINxL i. .I�. �e se tt u n se. se et a It ox of tl u n t a et tl N of t Y Im N �N II 1 APS i _d 91 ; L 1 N G R KEYNOTES: .��ARr' I MI>fsf�+ I . Concrete Slab. . '�' . 2. Patterned Concrete (Bomanite) . A 4ND,Cfi ---i—_ 3. Handicapped harking Spaces \ q. Concrete Wheel Stops. I 5. New Transformer. --- — 6. Stair to Upper Deck of Parking. - ;F �-__ ._..--------.....__ -- - ------ - ---- ---- -- - -- p 7 . Ramp Do-.,in to Lower Dc-ck of Parking. 8. Landscaped Area. f::.a" hii 9. fountain. i ot� � 10. New Landscape island. 1 ! G { I 11. Saw Ciit Edge of Existing Parking Lot. I 12 Existing Transformer. i ' �N �N �, V �_FvE.1_ PARKINGcARA�E j I 13. Bollards. I�I,NCLIN 'E} i 14. Building Connection Link. MINK l IV'I I I I I' { I I E IN k I I\'i i >u t' I i I 15. Slope Sidewalk to A.C. Paving. ,, i ; ! t_ � i 16. Building Sign. -/ I j 17. Bicycle Parking Spaces (12) . --. I � '� 8 con Sidewalk. lk. Concrete 1 cr t -n Ia ......•.:...:.:.:.:.:...:.•................:...:....::.:.:.:::::::::::::: Ia I _ I I I i I i I , I II , I I III I I Ir I I It , 19. Existing island. . -4— I 20. Paving. n 9.i _� - i_ _ _ -- 0, (D (D t NEW PARKw(, I l INCOI N II NOR-111 l f ! I { -_ /r/LINCOLN STRELT "TURE) Cl) i' EXISTING PARKING LINCOLN II SOUTH Ll I � I t / ✓ z { j /f < I i C?_000 G i z -------------._--.--- I I W z LJJ U W < I i I-_ � f a � N a a _ o UD NOR.TI4 FLAN �' � p�, O N m 11 V g o = 40 ' C) 0) '''� O O r + U LO N y � 0 :2 A O O M ..4 Ufa, r'P:uecr IIN(--OLN V DATE 06/19/89 RFblS1oN PERMITS SIT891 88, egl�'1n, e91344 2OF 51 -- PLAN REVIEW SET s SA1 . 1 HI� . [i l .„,.L...... .._................,. .y�^ .....w..,.-..,..,..,,. _......w ,...•,.,...........�..••..,.,....wi....o�-...L...._,. .,.__.._.�.......,..... ... _.,... .._... .._.._,.-, -.__- _ - � - ._ _._.-.__. .. ..�,�++...,�a4ra .�•. - 4P►'!Rr»--.. /' `' _ _ ..-... . .__._.....__.. _ ....., 1 I ' I 1�11�1 Ild 111 �1+1111 1}1 1�1 111111 111 1�1 Ilt1}1 111 Itl 1jl Ill Ijl 111 Ill 11 Ilf il}1111 111 III alt Ill 111 111 111 111 111 111 11+ 11+ 111 111 1' 111 Ill I11I111 �11I111 _ """ M 11 2 ---'—_- N)TE: IF THIS MICROFELMED ""�" — URAINM M LESS CLEAR THAN TF1 IS NOT ICE. 11 IS DUE To THE QUALITY OF THE ORIGINAL DRAWING. Ot 82 •t �;�' OZ �L it ZZ I$ o$ t31 AI 11 91 S1 01 EI zi 1t Cil b 9 t d11t111111111tlllllllllt111111I+II1+1111111I1111{1111{nNIFE1►IE1+ }1111+IIIIIIIIallo11111Ct11+{n{Ilu�uulFn+INu�+udll�}In11u111h++�IFIHItIIN1IIIIlIIlU�I11lI'EIIllillll1t1111111�1UIIflIl�111i1NEIuE1I1111III11�1111IIW��llll�llhtlll�llU�IIIlIII1NIWI1H1 ,. APRIL 1, 1 1991 '""s'n.r^ r,• .�.: "` y, !y f. '4t'�� ;...: ,. a r•... >. °.. ,,;, ;-, ,," .... �?` ,. . .. �.. � —.ww..�...- t:moi" vm.,�.'t•.:..-r._ ... . 1 N G BART, I r� KEYNOTES FOR GROUND FLOOR PLANT LAND, 1. Concrete C:lumn t:t Interior (see structural) 2. Concrete Column at Exterior (see structural) A r 3. Metal Stud Framing 4 . Guard Rail/Hand Rail (see detail) . 5. Handrail (see detail) . 6. N.A. 7. Fire Sprinkler Riser. 8 . Laid in Place Brick see structural for reinf ) . 9. Concrete Shear Wall (see structural) . 1 � � / � � �j \1 /�--� � • � � \ � 10. Metal Stair Assembly (see sheet A7. 1 � 6 \1 ) 8 (10 20'-0" 20'-0" 20'-0" 20'-0" 25'-4" 7'-0 P. 13'-0" 20'-0" 20'-0" 20'-0" — - - -- �_ o a v •1.0 ecz — • -- • �• tcz 5 0- 5 - - - I''Zu & 'J a,. O" tea. w! O" �'-G7" �l'�O" �i'�O ea J" Fit.7 ✓"1 C, Es7 fsQ. 71• G t • I I •1 a . • 4 blv`• . I• • I • • 1 • 1 • •'I • . • • w tu I I 7-0 til. PPS. (t jr ��N/Foe' Imo- • N, MI I I I I I I I I I ;rr�,•EQ, ` �,,t•ot�.P.N. I TENANT t)PACE ._ _TDCANT PACE LOBE I �; 7 F11� ALARM PANEL � I l O I U-% O I � DIRECTORY 1 J ( - 111 � ) UP . o L c.o� �l CORRIDOR I �" ., j (� rLEV. �. 3'f , STAIR I ) / V 104 I TOILET I J TOILET -r-3 (-llFi � I � I o I < I PUMP I n U N N STAT ELEv. i I FOUNTAIN L ELEC. ._.- 0.6 -- :� iI 1 �� WOTNMEN • Ir I I -) Ins JAPL g y� E'�i V� I i i f TELE. � �H�rC '�E_v.l • L= - ELE I �- I I - I MAIL I I I lJm IIDOR I I • d' FIN.FLOOR 204.6— 1 li V �♦ -- I I I I I I l N, w O T PAGE f%1 B 9 -5' FIM F.0.9. PLANTER �I I [ ENTRY , Y, 4 m �,.�,,,� C O TENANT 6PACIE PLANTER �— B o L P NTER PLAN R I I NSD C2 I 2 I I I - J L1.J � O L VEST I I r; L`►`I�� I I I I • LL_ ton � - I I I �,-, I I —_ � I ► C��? I �, I ► I J L� F- 41 r I I I I'-Z" lo' " l I I I I I W, a v a . ,4 3 � � � U y � 0 D O ( ►." 00 fV GROUND FLOOR PLAN x 0 Cj �M _ :� a11 I CD ❑ -- -----_.__------ Icy Fes'» h00 N t0 � 0 INC CV d Wco p 00p GENERAL NOTES WALL LEGEND PLAN r`;oR_rf� ■ � o � ��-� _TWO HOUR WALL ASSEMBLY raoncr 1. All rated walls and shafts shall extend from S I I N C O L N V concrete floor slab to concrete slab or beam SEE WAIL TYPES FOR CONSTRUCTION. t above all penetrations in walls or shafts ----- shall Le per U.B.C. requirements. —ONE HOUR WALL ASSEMBLY. oATS illi SEE WALL TYPES FOR CONSTRUCTION 2. See enlarged floor plan for core information. —_ _ —_NON RATED WALL ASSEMBLY PLAN REVIEW SET 3. See door schedule for door and frame labeling SEE WALL TYPES FOR CONSTRUCTION. �'M0N requirements. — _-- =-----FUTURE ONE HOUR WALL ASSEMBLY PEI,'1°II1-5 SIT891,288, 8913t8, (39144 (TO BE CONSTRUCTED WIFH FIRST TENANT IMPROVEMENT) ...+ SEE WALL TYPES FOR CONSTRUCTION. 1' OF' 51 Y t SHM A 2 . 1 >� - I ' �1'I�1 111 111 111'111 1111111 Itl'[II III�III 1111111 1111111 111�1�1 1111111 III�111 VIII) 111 {11 1�1'f>Jt Illllllllllllll Illllllllllltll 11111Jill 11'1111.011111111ll1Jill lllllllltlllll �L ,,,..",,,..._ - -.,.,,y�.., r4. AP 1 i I I I I I I i I I I I I I I ! • 4)TE: I F TH IS M ICROF LIMED �-'"" 2_ 3 4 5 8 7 8 _ A 10 11 12 THIS NOTICE. 17 ISDRAWING IS LESS EOUEAR TTON THE QUALITY OF TI•E ORIGINAL r , DRAWING. -- _..--- --- -- -_-------- - _— _ ------ � t 0E 62 92 LZ 92 S2 ►2 E2 22 12 0t df 91 LI 91 11 1r1 EI 21 II 01 6 A 1 4 S� ► E ^ d11111111111111111111111un{111111111�11111Nuti1111111U111111Nt1111n�IN111►►�►Iniullillnbl►IIuU�llullnthil1111I1�1ut1n1111utltnll�ot uI1�Nltlnuhutlui{1,luluil�uuluublulu11�U1111W1t11IlaLilnl[I1u11uul1u".11�1t1llBlllllltltl�lullLLlllll.ulllululllll�lluit APRIL 11 1991 . ■ � w o � 1 Y ■ T c CA" I ;, KEYNOTES F C; 1. Concrete Column at Interior (see structural) 2 . Concrete Column at Exterior (see structural) 3 . Metal Stud Framing with Gypsum Board Screw Fasten Only. 4. Guard Rail/Hand Rail (see detail) . 5. Handrail (see detail) . 6. N.A. 7. Fire Sprinkler Riser. 8. Laid in Place Brick (see structural for reinf. ) . 9. Concrete Shear Wall (see structural) . 10. Metal Stair Assembly (see sheet A7.1) . I rte\ 1 ti / � 10 —40 20'.-0" _ _ 20'-0" 20'-0" 80'-(r " 26'-4 7'-0 13'-0" ZO'=0" 20'-0" o - „ _W_ 20'_0" —. uL'.0 ' rjn I'2»4 1i'�� 4 t, q.� 4"8u � 3'-ILn -`-Q GCr, GQ• J'l� -O �j-pn rj'.p�l �q�Q„ a, �J-fin Jl�i � .v > U I I I Lr co I I1 ° � I w u W e � ✓ I j � � .L I' I Lii �I I. v .�Eav 0 z C, AbovE IIEACJ A�Ov� CAD I b L!1 O _ W Iz I I I I I I 0 I I 5•_0' Si_, lu � o TENANTA7 I -- I IDOR I I ce�u Jarz I I E - ��, m5 r, 4,1111111 I { DF. ELEv. �I / JAN. HV ELEGI DN I J II 5 TELE. I r. y MENOil zm"1 r) CA — ELE �- ct CL 0 dl 2 I OCDI' GROIPID F LORD BELOW j ) j •E v '1 ""� i(1 20b TOILET tiJ�I — UILET I 201 I LlEAU i HVAC SHAFT ��I III I I - ELE `='-�) �) 3 � UPI. I 0 up Ce CL C O 0 r, � 0 w 2 z U -- L„I_I CY FIN15H FLOOR I I I I I I I i p,A v I E t A?.o�E -IF.AV AdcVr HEAL.) ,n a O .N II G I I Z CI I I I I i _ __ /" I I 'COO CA { - - - -- - -- mow Ta - - - - --- - - ---- - - - - To UNCI N t. �^ o 14 a°o CID GENERAL NOTES J cy � mr � 1. All rated walls and shafts shall extend from ® , V) I WALL LEGEND � concrete floor ,lab to concrete slab or beam above all penetrations in walls or shafts shall be per U.B.C. requirements. PAGMT -- TWO HOUR WALL .A S S E X16.Y. 2. See enlarged floor plan for care information. LINCOLN V SEE WALL TYPES FOR CONSTRUCTION. g l --ONE HOUR WALL ASSE,�I6LY. 3. See door schedule for door and frame labeling DAT! ' .` . requirements. 06.19.89 SEE W,•>,LL TYPES FOR CONSTRIIc;''ION —`JON RATED WALL ASSE1IHLY PERMITS 5IT891288, (391318, 8917-44 SEE W,A.L TYPES FOR CC:NSTRUCTION. � 1 2ND FLOOR PLAN — � _ - ---" --- —FLITURE ONE HOUR WALL ASSE,wBLY 2.2 1/8"=1'-0 X8"=1'-0 ------ -- ----- ----- -- -- i4 �� 1 -- ( TO BE CONSTRUCTED WITH FIRST TENANT INIPROVE,\IENT) I/d, ( F,aGEOF Pj►'IGIc II 1 NoTG, I, r✓ > I 5 ko 4=, o.G. �Act� OF CeNC.W�' / 7-rMCA6 SEE WAIL TYPES FOR CONSTRUCTION. PLAN NOKTH _. +.,.,,.w...r-r......... .....w....._wmnwws.+ r....y�,. .,._.. I' ,..«.....+..,_..-..+.,....-..,... L -- - — E I__ PLAN V EW SET A2 , 2 �. ll�Ill�lll�llllllt�lllllll�llIIIII�IIII411�IIIIIIII4(Ililtlllll4f4lifilI111111tllllllll111141 IIIIIIIIIIIIIIIIIIIIIIIIIII11111)1111fillII11111111111111111111II111lIIiIIItII11I1411111'IIII111 rxITE; IF THIS MICROFILMED ►- 2 3 4 5 8 7 8 9 IIID 11 12 1k DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS (HIE TL) y THF QUALITY OF Tw ORIGINAL DRAWING. __ --.—_—.—r.._ — -- ..... OE 62 92 t2 92 s17 b2 E2 Z2 12 O? 61 91 L1 91 91 1.1 EII 21 I1 01 A 9 l 9 S b E ' �I!It'Inlhnt�uuluN�uHllut�nnlHu�uIIIt111�IIt1lnu�nulllHandun�uullNl�llll�0ll�llUlllll�llll�lul�lnlhUI�IIII�lIIJ�BII�IIII�IIII�IIt1�1111IL11�IIIII11lI�III�IIII�IIII�1111�1111�IlU�lU1�UII�uulu11�1111�1111�1111�IWl�u�llUlu111111l�II�IIU�IIIIIIW�III> / .. A�. 'RIL 11 1991 1 9� 1_QArjrqf MSS I {J. FC7G, 20'-0" 2C'-0" 20'-0" 20'-0" 25'-4" _ 7'-0" 19,_011 20'-0' _ 20'-0" 20' o h v I n Fad �V I (v TENANT SPACE 0 311 n � � foTH GL. z�, :_L� 4TM FE.. d!20 5'•0 40 3 o U 0 I_�1 2 CORRIDOR 1 I � � —_ 10 . T 3 ELEV. I 1 v ELECJ STAIR el 2jI`I IS F T L !P_4 IllOMEN MEN _ IELEv. LOE3DY ~ 0 Civ v u - 02F3� '� �1 C� 21 II LUKf`IGbE2 361ow saL'O.� -- -_ TCILET o2 CD HFA �-- TOILET •'�� i 'I Y lir -� 14VAC 344AFT �--- E V. 4 J �J 17 CSC 1 LL T b - - - ne - Apr L E O o 17 I �. Lj I LF�1-oN-1 � E I 0:I L 1_ i Z ti'�j) - I ! � i A O �1 O �• o Cq 0 'Co GENERAL NOTES 3RD-- 6TH FLOOR PLAN a 0 'Co _ KEYNOTES W' m n2 7 Om tC) I i 1. All rated walls and shafts shall extend from `" ' U u V .v concrete f',.00r slab to crnc- :Le slab or beam 1. Concrete Column at Interior (see structural) u ;' PLAN NORTH Columns in Tenant Spaces be unfinished. F3 ' L0 above Ill penetrations in walls or shafts WALL LEGEND p ■ O � ..1 shall be per U.B.C. requirements. - 2. Concrete Column at Exterior (see structural) 2. See enlarged floor plan for core information. Columns to be Furred per Ref. Details. tsllw�cr LINCOLN V 3 . See door schedule for door and frame labeling -- — — - --TWO HOUR WALL ASSEMBLY 3 . Metal Stud Framing with Gypsum Board Finish requirements. SEE WALL TYPES FOR CONSTRUCTION. (painted) . DST! Oh/1"/89 4. ROOM NLIMARS FOR FLOOR LEVELS 4,5 AND 6 ARE THF. SAME AS LEVEL 3 —ONE HOUR WALL ASSEMBLY. 4 . Not used. WII I I THE FIRST DIGIT REFLECTING FLOOR LEVEL. SEF WALL TYPES FOR CONSTRUCTION 5. Not used. SEE SECOND FLOL." PLAN, SHEET A2.2, FOR WINDOW DIMENSIONS. _NON R P T E D WALL ASSEMBLY SEC. WALL TYPES FOR CONSTRUCTION. 5. Brick Panels. --.—FUTURE ONE HOUR WALL ASSEMBLY 7. Fire Protection Sprinkler Riser (shift from -- (TO BE CONSTRUCTED WITH FIRST TENANT IMPROVEMENT) South East corner to North East corner under stair landing at third level stair 304. PERMITS 8I'T891.288. E.391 7111, Fl9 i'44 SEE WALL TYPES FOR CONSTRUCTION. J 8. Mechanical Plumbing Shaft (seal all ].`r OF 51 �� _ 2-HOUR SHAFT WALL ASSEMBLY LOCATED AT FLOOR LEVEL INDICATED penetrations through concrete slab with fire-- E t L L t rated sealant minimum 2 Hr. rating) . 9. Concrete Shear Wall (see structural) . �! A 2. 3 , .� 10. Metal Stair Assembly (see sheet A7 . 1) . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 ilf 11 1 1 1 11 l i l 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III III III 111 111 111 111 111 III III Ilt 111 tll _.... 1 1 1 1l Ill I Tr • ftNOIF 1F THIS AICROFILMELI I Z 4 5 7 ® _-9 I0 11 v r DRAWPGIS aSS CLEAR THAN THIS NO LL1. IT IS DUE TO + THE QUALITY OF THF ORIGINAL DRAWING. - 0E 62 87 t2 92 52 ►Z E2 ZZ IZ OZ of 91 LI of of *I EI 21 11 OI d 9 9 S 111 IE.. Z I1�•« ' , ,ni�Hnlnq�HulHn�unhnl�nlclnatlllilllnH�llN(mtINNIuN6ndon61H1NU�nIII1111�Nu11111�II11HIn�tuI�1111gE1�11111111�HfI�:I111�I111�III1�II11�II1�IIII�IIII�1111�111�IL1�1W�1111�HuINN�1111�1111�I111�Ill111m11111�III1�1N111111�JlII�EIII�IIIgBU�IN1 APRIL 1 1 1991 7, x ' '� r. jgmv, 4:� - „ K ,°, ,`. .`.`. 7.5',,!"'°r y., ..a>. : ^'► r (2 c.�1 187'-S" 20'-0" 20'-0" 20'-0" 20'•-0" 25'-4" 7'--0" 13'-0" 20'-0" 20'-0" 20'-0" I,..lu# (+..2,1 Idi.�u T . - --- — - --- -- - - - - -- -- ----- _ -- -� BALCONY ,� 3 3ALcONY C � CT 'b TENANT Ln 1 111 41 e �ry 7. 1 /-� 7 `I Q IDOR a, LIJ 21 10 2 1 $TA J ELEV. = ,., ELE TAI-R ` _ �— h O = 1/► TEL lm4] 10 ir --- \ ' MEN � a (J c,ot -'� coRRlDor� z�A n A -- `__— ELEV. LOBBY P1, 02TOIL T TOILET71mlsDBr__ HVAC AD °,HAPS 10 ELEV. � 11 10 c R el E•� Q KEYNOTES > s � 1. Concrete Column at Interior (see stiucturai) � _ Ccti lumns in Tenant Spaces to e unfinished. Z O Concrete Column at Exterior (see structural) Q Columns to be Furred per Ref. Details. .a 3. Metal Stud Framing with Gypsum Board Finish z CL I (painted) . in E J. Nf!o � r E3 E! 4Q D ��w , . Not �.ised. s ep[.GW F l ? 5. Not used. KV j [[ . — - 6. Brick Panels. LL_ ,.: - s .J + 9 7. Fire Protection Sprinkler Riser. (shift from = LTJ 3 1z __J` South East corner to North East corner under c 711 11 6ALCCNY Istair landing at third level stair 304 . -+ 5ALCONY r e�ore _ 5b p�GLvW 3 2 8. Mechanical Plumbing Shaft (seal all 31DEww penetrations through concrete slab with fire —1� — —,,IL_ ow- -__ rated sealant minimum 2 Hr. rating) . L.Lj C901-1 — _ 9. Concrete Shear Wall (see structural) . 10. Metal Stair Assembly ('see sheet A7. 1) . C: a V a GENERAL. NOTES .' 1 All rated walls and shafts shall extend from o concrete floor slab to concrete slab or beam o V above all penetrations in walls or shafts *' shall be per U.B.C. requirements. o a 2. See enlarged floor plar for core int--mation. ° t` PLAN NORTH � a N 3 . See door schedule for door and frame labeling a: a a N 7TH FLOOR PLAN requirements. °�, � W ++ A � kN� WALL LEGEND _- TWO HOUR VV.AI.L ASSEVIBLY. SEE WALL TYPES FOR CONSTRUCTION. HOUR WALL ASSE,\,IBL'!. DN! 06/19/89 SEE WALL TYPES FOR CONSTRUCTION NON 7. TED NALL ASSEMBLY SEE WALL 17'FS FOR CONSIRUCT40N. ©gl''16, e91;4A' � -- _� FUTURE ONE FOUR V ALI ASSE,�IBLY PERMITS 5ITk391L88. ""' (TO BE CONSTR,!(7TED WITH FIRST TENANT hAPROVEmENT) 16 pF 51 SEE WALL TYPES FOR CONSTRUCTION. Ad--.4 ` Ia� ( 1 1 ! ( I1j1,1 1,11111 1,111,1 Illil,l 111 lil lil I1!I i!h 11C 1,111,1 1�111i1 1,111, 1,x11,1 I,II n 1 1111►�) 111!1,1 11111,1 1,111,1 I,li!1111111111 111111111,111,1 I,I;�,III,IIl��1 ,rr��w.....a+..�.=..w. m ....r�,...w...+MIMa 5 6 7 8 8 10 II IP h Wff: IF THIS MICROFILMED --- - - '-- DRAWING IS LESS CLEAR THAN THIS NOTICL, Il Is DUE T() THE QUALITY OF THE ORIC.INAI DRAWING. OE 142 92 0 92 S2 f2 E2 22 12 02 61 81 11 91 SI III EI 31 11 01 6` --t L 9 4 ti f • �,I11nnhNlhulhu,lnllb,uluuhluluuhlnlu,llunluul,nlll,,,I,N,bulluuhndnallluhullnulnulnnlnul1111l111�IIIIIIIIIIIIIIi�Ntllnnhul�Inlilnlhn(Innllnllnuhudwhuull.Ut1I1111h1nlNnilnlinulu�.Wllu�uu�lu�lluulhulul�WlnH APRIL . 1 19?4..* 1 v N` � AR�fi BAR 0 1' OR z0 F 0�`c KEYNOTES 1. Roof Drain. 2. Over Flow Drain with 2" Rim. 3. Tapered Insulation. 4. Standing Seam Metal Roof. 5. Brick Curb with Metal Cap Flashing. 6. 2'-6" x 12" Roof Traffic Pads Spaced at 910. 7. Metal Gutter With 3" Diameter Down Spout to Lower Roof. 6 11 7 8 S3 ' 10 _ _20-0"____- 20=0' 20-0• -- 20'-0• _ 26'-4• 7'-C" 13'-O' 20'-O• 20'-0' 20'-0" TYPICAL ROOF ASBEIOLY j II,SII ! �1-�1 UI-U II - k411 ,il II•%�!� IOLdI �•f01 11211 __ 3 Ply Built-up Roof Membrane with Mineral Cap 3 Sheet. yrcrc �) p µ l� p � �,� -- Tapered E.P.S. Insulation (where shown) . •Qh. k' ♦ r ----- J-- 4" Rigid Fiber Glass Insulation (R 2. ) . / n 8 b . Y�71-9° TOG. Ei1l TUG- ___-. -P�9-IITQG f�•9 T.C,.G. T �O TOL -- 1 ./2" Rigid insulation (R e.3) . e Q BALCONY BELOW BALCONY BELOW -- Concrete Deck (sloped see structural) . (see steel dazk penthouse)antl frame at stair and elevator p -1ST-II T.OL "- 8P�-t3 I.2G, I C7 bbl-vI TOG, iSLOPED ROOT ASSEMBLY �` -- Standing Seam Metal Roof Deck. v -- 3" Metal "2" Furring at 2'-D" on center. w � Vapor Rigid Fiber Glass Insulation R-12. IIL/y`(ppy/ 1.1 vbv TU'L- Vapor Retarder. ' b91-III rUG, u� b`�1'gTQ IL�SU{-{ f•�11-III� T.O-G. -- Steel Deck (see structural) . SLOPE 9LOFE Z I � -- Steel Frame (see structural) . O { e 1 r V. I_ I 1 ' I Ii_I \l 1J V A ,+ , IIILLL STAIR AND PENTHOUSE ROOF ASSEMBLY 0 D Cf� 7iJ � E � ' I Ann GHEE GELIE11 Cl [J, D0 � � � � 0 � 0 �0000r ,� � O', LLJ l � , _ - �.- - . _ - -- __ --- � . -- 3 Ply Built-up Roof Membrane with Mineral Cap. O C� JE��NTI-k ROOF ` W'4T-G•L. -- Tapezed Insulation (where shown) . HVAC UNIr .ar El ( I I C� -- 3" Rigid Insulation. FlT.UBE TOILET PL co-Ij �� vl/ 1 L L- __ Q b II r'_66' � ARIES% � FT - SIJ-� ('� IJf�fIII I��j.r�ir.IL,�II�IrIIIrII 'I-�I III IrIII(�' r�LSteel DeckVapor rd(see structural) .EELEVATOR i� l" . �� LJ 41J n`E L7`."-' H aDU o_l.to 0 0 D�.`-' Steel Fzaminq. L VUNI 1 Ir MVAC WITS I L____J O r- S Ono 0000 assesse smileless. B TsLfi .. Q 3 �1 iCL M -pL "bbl_hII T.O.G. v 61-1 TZ)L -,u -�O.L b -- - - - - - - - - - LLj o U SLOPE - -- - W 3 - - 5 v O �-6 TUC T Z U 9 �-T �s'-u° — ZP6 _LJ J � � I t lSl1 TGL _ I N ,S BALCONY BELOW �1-IIIToG• Efll- 1111OG BALCONY BELOW LL uPL90 T U L. O ILL O oc J oG H i I i U 0. v 1 � s � 1 ROOF / PENTHOUSE PLAN gIg d25 1 11 ' 1 0 ' z 8p GENERAL NOTES PLAN NOR1 H ■ y � 3y 1. See structural for Roof Slopes and Roof Penetrations. rosmr LINCOLN V 2. All elevations are top of concrete unless noted otherwise. ole x6.19.89 3. Coordinate traffic pad locations with mechanical equipment. �Aw J PERMITS SIT891288r 891118. 8913441 17 OF `-'1 • N 1 L L PLAN REVIEW SET _ A2. 5 .w k IJ;I1j I1111I1111111P11 VIIp'OIIII11111111111P111111111)gl�tfl�ln1111�IPt1111f111111IQ. 11111P11If1QII111111111111NIIIIIIIil1111111111111111111111+ 111111118111111+p 111+11P11p —� —__ _ _. -- I;o N M : IF n+M MIOIDFIMO I z RE „ s ei 1N119I16 IS 1 ILD[, IT IsO TV M pMLITY OF M ORIGIMI. ' - SIB• OE e2 ez 2t 92 s2 K [2 2F -11 b1---01 11 LI 91 AI 1 ♦11I lA1 1111 II 01 - E 0 0 9 ♦ 6 a 1�" API � nui111111111111I111:Y.mXX11111h1111111U111dX ' ■ 1 >t 9 � 1 3 5 6 7 r AA n A a5 I5 I �� A�.I 1Z I c)R r- Gr I- Tor�cF CxTGWcz K*TF_ C - I - — — aC TT J TOP OF DECK CO _ ...- - - — - _ I A I �� Al ,+,..-�+T* FLOORFIN. FLR. I .. . ,. . -- _ - -�,-,,. - -.T , ., _ C 41 to N A B - I [ _ == _- - --- = I - - -- i - - - -- 8TH FLOOR FIN. FLR. LIPI - _ — - Tj �- - r 71 to y im �- - FIN. FLR. _ - - -- _ 6TH R 77 — - 1 _ - I �-. Il 7 ID A I - '1 P --. -_ _ - - - -- -. _ - - - -- ---- - FIN. FLR. - R A - to i I �. . p C4 CQ Wili 11111111W fc I __.--- B i - - _ - - --— - - � 3RC FLOOR FIN. FLR. 1P !111 1 { B _ -- r A ., \ _ r < m Z N O -- li -- - " -- _. - c 1 } 1 1 __ -_.. -. -I ---- - I -----.-_.--__- - 2ND FLOOR 1TN. FLR.. � - - _. --- -- --- -l"' v I - - m A 11 I Q B -_ CY A C - B . C --- -- - — - - --— -- u 1ST FLOOR FIN. FLR. U C --- - - - - -- - - - -- - - - _ -_ - _ , _ ._ __ -�- - --- - - --- -- -- — ------- -- ----- -- - -- -ti__-- - _ _ - - - -- - _ _ --�- ---- __ _. - - _ - -- — - L1 L� -- r-- rT- -T>� --_ — It/ _ —_— — f-- ' v 711 r- - - --- - -- I-I� -I I T�T I-I i-Tl l�7--� I- --r- --r l- ---- IT 71 -ITS I I I II II II II li ii II I II I I II II II I � II II I I II ( I II II II II II II V 1 SOUTH ELEVA'T'ION '�, I w Q CL Z U II ,� w Ce L --I -- 5 - KEYNOTES -► 2 - O1. brick colors (see project manual) . 2. Premanufactured brick panels. U �- 3. Brick panel joint with backer rod and sealant. z -. .. - O 4. Brick panel false joint with backer rod and �J -/ -- - T o,GANG VF%G1L- - 15 I�j - _ sealant:. _._._-_ . . --- - - - -- --- ---- -- - - - --{----- � _ /,� � _ --; __ ------- _ 2N v I�hool� til N•�L�, 5. Brick soldier course. 6. Brick accent band (see wall sections and details) . - -- .- - -- -- -- --- - '� ' ' i 7. 1" insulating glass solar gray) . '� - -- - 8. Aluminum window frame. q - - 9. Guard rail. 10. Tempered glass guard rail panels. co- \ V rA 11. Spandrel glass assembly (see detail.) . o r T-71 .� 00 N 1 --- — -- 12. HVAC fan unit. ►°. N .'� 1 )T,'( X1,0012 FIN• FLTZ, -- -- -- _-_._ 13. Elevator pent house _ \ 2. u N ro Iir I'%;-oot2 Fi N. GLK. 14 Al 11 � Ico -n Aluminum mullion assembly (see details) . o 0 0 CV c 15. Entry light fixtures. 16. Entry door assembly. 17. Beam beyond. I Poona 18. Metal flashing painted. I INCOLN V 2 ENLARGED TOP A3 ENLARGED ENTRY Ol7j.l 1/4,�_1,-0�� 06.19.89 I LRMITS SI"f891288. 891:18. 841344 18 OF 91 +Y >t I L PLAN REVIEW SET 3 �.. ..�...�.. ._ .�.,...� LII III I ' I I 1 V I I I I L M I .. «....� �n.Y.�.w • r 50 ��•j1�111111111 L 1 FIL 1.11 III 111 III III III III 11111 r�Ilrrl I 1111 IIII'1;1 (1111 I II III 1 111 11111 111 I;II111 1111111 1 II111 ( IIL I LILIL 1 L 1 r 1 LILILIL 111111 FII 111 111 •t _��j 4 51 6 7 /8 9 10 11 12 NOTE: IF THIS M tCRUF 1 LMED """"� r""`� �� --- -- —-- DRAWING IS LESS (,L.EAR THAN THIS NOT 1(1, IT 1S DUE TO THE QUALITY OF THF ORIGINAL DRAWING. OE 152 92 12 92 S2 ►2 E2 22 12 OZ 61 91 i1 91 SSI til 1 21 11 01 6 9 1 9 S b E 2 1 1 I-•.1� I-a-�•ur �n1INNInILlnulnnluuh►nlnnlnnlunhnllnulnulunluNlFodNFd►IulIn111u11un�u;;�mlllulln�llnnlnnluuh�y1n11bil ulAflnlimlhlulnnhnlllu�lulluuhulllnlbUlllll)1�.11u11ulluu6mnlullnlhwltl9��lntfl►u�Illlu�uuhulU111bm ., APRIL 11 1991 ird '� 10 (9 8 �"�. 3 6 (5 .1 �,- 7 2 1 qp -. A t ....... ...._......r. �..1�.:1:L1 ±-r.+�....-,.'. �..-_..._..-.....,._. T F � '1 G�� -1�--G ._..._.._—_......._-...._..i... �._. _. .,..� w......... 1. I a.... I '� '�1 5 A -. -.•� W _ w - TOP OF DECK 1 - - 1 A 1, O I I 4_=j 1O - _ 1 •� f I FLOOR FIN. FLR. 1 7 I 1 1 I I � A _._.. -- ..,t.. - 1 - — - _ — Ii - -- -- - -_ _ - — 11 7rT g - ---- --- — - -- _ _ I _. ........._..�:.:.L.- I — j � �,I I ......� '... ... .._.._.._. � 6TH FLOOR Flti. FLR. : A 7 13 -- r4 Trif h'LOOR FIN FLR. A I B — A Fj T - -- I I -- -- u_ ' H �FI,00R FIN, FLR C_. A Ai j 0 �. g -�:� .�.......... I• � - -- - - -- I .._...�..-__..._...- .-.. ..� - -� �iRD FLOOR FIN. h'[,It.0 B _ _.........._._...... _ �,.,_, .................. A I I- 1 11 I C 3 L7ND FLOOR FIN. FLR.0 V 1 i I _ `►o A I C, - v N - - _ 4 .. A 13 1141' FLOOR FIN. FLR. - r7— ��-- -- — --�- ---- r- -- -- - — - -) TF -1T iT TT _FF I �� -- - - lT- T l LTi- TI `�T �Tr� � TI- � � - - - -- -- - �r V j I I I I I I I I I I I I I I I I I I I I I I I I �--__-- -- - Ij II I . II II II II II II II II I . II II . I II �� I I II II I � i Ij � i ,7/\ J i I111 � KEYNOTES 1. Brick colors (see project manual) 2. Premanufactured brick panels. 3. Brick panel joint w'.th backer rod and sealant. 4. Brick panel false joint with backer rod arid sealant. ��,�/I 5. Brick soldier course. Cie 6. Jrick accent band (see wall sections and O details) . U 7 . 1" insulating, glass (solar gray) . Z 8. Aluminum 4•;.ndow frame. �_ O 9. Guard rail . f� 10. Tempered glass guard rail par ' ,. Z W 11 . Spandrel glass assembly (see detail) . 12. HVAC fan unit. W 13. Elevator pent house 1 14. Aluminum ' .lion assembly (see details) . Z 15. Entry light fixtures. O 16. Entry door assembly. _J 17. Beam beyond. _ 18. Metal flashing painted. - an n 0 — 4 O M G % C C '- D, 'nf`j O p � v v v ;'^ pcCp w U v rROJECT LINCOLN V n,1TE Ob.19.99 RF%*'F^N PERMITS 511091288, 891"'18, 891' ...� 19 OF 51 :�,�4;�•w�; PLAN REVIEW SE-T SHEET A3 . :� �� T-, 111►�rlllrl��lll�ll►��I►lrlrlllrlrlr�1111►Illllilrll�lhlllt�tlllrj"Illlllll�lillrlr��lllll 'IIIIIrIIlllili�l,llt rlrlr�rlr�rirlllr�lllllllllll)III�III)II�Iltllllllllllllrllllllililltl)Irl .. .__ _ n +r - I �? .3 4 5 6 7 8 9 10 I I 12 l NOTE: IF THIS MICROFILMED • ""' ---- -- -+��•�.+.�... - .-- DRAWING FS LESS CLEAR THAN ��' ' IRIS NOTICE, IT IS DCBE TO THE QUALITY OF TFE ORIGINAL DRAWING. —------ ___ ---- --_-__--------- - i i OE 6? az /z 92 Sz f2 Ez zz Iz Oz 61 11 !I �1 111 fl EI z 11 01 6 9 L 9 S b E z 1""'" ' �►nlNuhluhulluDINNINaINulmdnnluulnaluulnl►hu►bmh►►►IuNhalluulrin�ufdmlluuluu�nnllur�Ilulu11�1nllinl�nlJwn�rt11hn1�n1d1ru�uldun�uuhln�uuhlwl�IWlaluluulNulmrlnu�uullw�iu�uuLlu�LUllull�nulull�uuhnl �� , APRIL, 1 � 1991 n u .�.iyApet�'A�+lf•�'," y��u4�t k»�'{C'.v;, -?ati, �, - .. .... _ ..��.....,r-._ -- .......�.._,_.._. _ .""' ,. 1r' , i �!P'Bi',sn6,;',;.., wax..aum�a�.nroswarr.m,.urn�.Wawrmrue.wwma�.�.ry. r . . ......... N G I b ■ /7 GAR 0-N I r, • �F✓ ' +. .fir• � A B C D E F G H H G F E D►) B I I� ! (Iva -- -- �`-�-fi— I'1 I t ! Id `- j I i I ! ± _ I ( i -nor o� r,,rMOF2. Fl,,ii I i I I ! 1 I I I I -zF'o PLAT& b I I m I I V B - -- (i t Ib q t _ �,,�,-. -_� -- - ------- A __. _�_- _ - _ !8 -- __ I B - _ Q a - iv ToV OF Dt�i1'�-L� A - _— ..- - . -..,:,.R-_.;,,.....r-•....-;,,.:.:--- - - ....,....,......._... .. iI -- -- � - - - i— _ —1-y ------- _ -_— - Q - -- -- ^ i --- — 1 —_ -- - — — - - _ -^ L- - - Q I A - I'1 q 1 A 0 '� v y -= _._._._......_..__..-.. _.. _......... - _. - _ -_ - -_ STH I o 7TM} 0�R FIN FLIM. 10 = N --7=F LU 7 II AIH-T --- I - - --- T - a I S ll y , CO 3 A i _ , B f U t N A LLJ IL I -.. 5 ►� 1,0012 IIS P - Oh GIN T �� ------ T F h 1.12 _ 4 - _ — — - 1 - — J — W 9 ►-O B i --- _ _ - I O'• '�M - _ __ _ - - I ��N V O 5 B g0 el A ; _ ( ! N A _- _ i� � 6. DC _ 4 A _ Il - ___.. - -- - _�.� - - ---_ __ _ - _ - I B- ;J1TJlJI1I1T T I � �I.G17R. f}Tr+ FI �, 4 w B 3 i , A ------ ? a _ I — — .. 0 B -- ..I I.1 l ..'.-._..l.1.. . ._. - I I _ A I 9 � A - --. ._ _ _ �. _ _ - - - -� ---a P'iN, FLR. _- -- -- -- _ _ 3 G rl. B B 7777 C B -- --- ---- - - --- _. - - -- -- — - - -- - - __ - _ L HL ---- - — _. _ b - — - - --— - - - -- —j-- - - - I - - - - - A T A B _- I I - B -- I - 0 0 a _ II _- I A r A ---- - — CC - - Ict _ — 15rF� (H. �L.w.. JT Lrcle oil yZ_ — — Ln 'T r->T—7 `�FTI T ' i r ► IT T� 11 II 11 � i li II II � � i � � i ! � II I � ► l � I ✓ I � I � I � 1 I � ' I o Q � it II II � � II � I li it II li II II it II II ! li � � II � ) U � KEYNOTES 1 Q 1. Brick colors Ll (see project manual) . 2. Premanufactured brick panels. 3. Brick panel joint with backer rod and sealant. 4. Brick pu;tel false joint with backer rod and J sealant. m a, 5. Brick soldier course. n 0 6. Brick accent band (see wall sections and d C' details) . [ 7. 1" insulating glass (solar gray) . C L [ 3. Aluminum window frame. o a y V W! 9. Guard rail, °' a o o - �" v a ow I 10. Tempered glass guard rail panels. �, ,°; 0 0" o - 0°' °' yc0o 0 11. N U 12. HVAC fan unit. ■ o '� 11 . Elevator pent house PROJECT 14. N/A LINCOLN V 15. N/A ?1TE 16. Entry door assembly. 06.19.89 17. N r�YtalnS �'E.F?M1.S5 slTe91268, 991316. ]91344 18. Metal flashing painted. s(, OF 51 19. Metal roofing. PLAN REVIEW SET <i,IsFTA 3 .3 • .R't ,rr, „�. ' ......,-..... -.�.,,,,7,,,,,....•--n..�..n.» .,.....– ...,,., +...• ......,•r..,.�....,.r.•.1';. _ .. .,.... ..., :,..,..:. ... ...._....—..._._.—._.. ..-.....__ _. .... ... . .. –__._....._.._._.._._.-_•__......._.___.._.... _. _ ._.._. ' .____. .-.„..,.....o• .a11.. �..� -d� x4�1'Id�k':yrwrtM�dRl��•`. �, r�uq�,ll�.4F+IMIE'�4P,Yt�fM1/lYl; _ 1 illllillllllll1ll11IIIIIIIIIIIIIIl111IIIIIIIII1111111II11I111111111r1111111I1tlIllIIIIIIlllllllllllllIIII �IIIIIIIIIIIIIIIII�IIIIIIIIIIIJill II II111111'1I1�1111�111IlIl�llll111�111'lllllll 2 3 4 5 6 7 8 0 10 II 12 NOTE: IF THIS MICROFILMED �^ '-•'t• ^ `— ---- -- "”" DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DILE TO THE QUALITY OF THE ORIGINAL --.. _—__--- i•. DRAWING. Of: 62 92 L2 III 57 fp2 E2 22 12 w 61 81 1-1 91 SI rl C1 21 II 01 d 9 L 9 S' Ab f 2 I"•"" - ,fII�IIHIUnIUHhnl�nubnl�ntlln►1�1lIIIIIII�IININuI1H1I1fN{Iudnn�u;�1111�illl�llll�r111�1111�1111(!Itn�?ill�lllllllll�llll�llll�ll) IIII�INI�ItiilNl1�111111111�41111111�1111�111'I'ndllulnll�UllhwlllnlnulnnhluhwWlbriulul111n1�II�U".I�)11111111�w�11H , 1991 A�'RuI�.. 11 iiif'+W.:._^' -. I,..�'^^T"!,�.,5..�'TI" , i' • '. , n... „ i-'_''•1. �`' 'R,F ..,:. •GAJ! .. \ �I f . I N C 8 9 10 > D 1 2 ` 3 ' � 4 .. ) •_ 7 , ,te r eT, 1 t� CARTON h M IMS � I I PORTum,GR F C; I .I I KEYNOTES FOR BUILDING SECTION PENTHCIUSE ROOF — ��. -- -- f ?Z I — _ — t-`ry 7,1 1. 6" Concrete Slab (see structure) . -- - ELEV. PEN NOUS 2. 18" x 30" Concrete Beam (see ,structure) PARAPET I _: __I, I ___ _ � _ 3. Concrete Column (see structure) . " I 4. 6" Concrete Sloped Roof Deck (see ROOFDECK _ _ _ - - -_- -- �,: �_--� - e an roof an A2.5) . -- . _ = 9 1/2 � -� 5� _ � -- - - - - -- ( ( I -_- � --•------- — � structure d pl A2 5 may` I l 5. Built-ug Roof Assembly (see roof plan TAIRW[CL 6. Roof Access Hatch. a� 10 I 7. HVAC Unit (see mechanical) . SPACE WOMEN'S n't C N'S TCN N T LOBBY ' TENANT SPACE LEI F' STAIRWELL I TEN:�N"i SPACF TENANT SP C U I I A 8. Concrete Shear Wall (see structure) . 711 ` TOILET TOILET 70 711 I '11 707 7(19 9. Stair Asserr_l.y (see details sheet A7. 1) . 7th. LEVEL I _ _�. - _-- _ _ - _- 10. Steel Ladder to Roof. N 11. Parapet Beyond. 17 . Suspended Acoustic Tile Ceiling System g Y ~J (Grid only in unfinished spaces) . F—I , � IZ 13 . Premanufactured Brick Panel. d TENANT.SPACE / I W O M N'S MLNL: 6 T E N ANTI L G B B Y TENANT SPACE LEC Rh TENAN I SPACE i ! 611 TOILE. TOILET 611 fill 14. Diagonal Bracing by Brick Panel I 607 609 601 Manufacturer. 6th. LEVEL I all _ 15. 1" Insulating Solar Gra -_ - - ---- . g y Glass i I. Aluminum Frame. - - - o " 16. 3 5/8" Metal Stud Wall Assembly (see wall types) . 17. 4" Concrete Slab on Grade (see o TENANT SPACE P05 UMEN'S I MEN'S I TENANT LOBBY -FLNNNT SPACE LCC R TENANT SPACE structure) . 511 f \ ILET TC}II.ET ( 501 511 I 511 n 18. Concrete Pile (see structure) . 5th. LEVEL �J I o l I 5 0') I `�J 19. Steel Pile (see structure) . r-'--�----= I -- - ----- - •-'' --' - •` 20. Concrete Grade Beam (see structure) . o 21. 5/8" Gypsum Panel Cant. r I 22. Metal Panel Siding (painted) . ' \ - D 23. Concrete Slab on Steel Deck. TENANT SFACL I WOMEN'S MEN'S I TENA$g1' ,OBEY TENANT 5P,i -1 LEC Rv TENANT SPACE 2 ' 411 4. Metal Gutter (painted) . 411 TOILET TOILET 401 411 { IIIII 4th. LEVEL 407 409 I � 1 'I 25. Rigid Fiber Flass Insulation. - -_ _----- - ,;i.. ----� 26. Fire Protection Sprinkler Riser. r- ; TENANT SPACE WOMEN'S MEN'S I TENANT OBBY c1 31 1' I TOILET TOILET 3 01� TENAN3 151'ACL ELLC tin I TENANT 11PACE ~ \ \\\\\ 307 309 , \ � I 3rd. LEVEL TENANT SPACE I WOMEN'S I MEN'S ( ELE R I TENANT SP CE 211 TOILET 76ILET _ 211 207 209 2nd. LEVEL - — — __ - --- - - _ 1, • Ell Iz �-� l TENANT SPACE STAIRWELL I WOMEN'S ME N'S._ LE . SHAFT MAIN LOBBY E EC R I STAIRWELL TENAy SP�CE 111 TOILET TOILET �� I 11 17 1sr. LEVEL 107 109 SUMP RM I ,� - r- .. - - - ------- - -- - - -- - ------ i ) _ - - -- - .. to `I1 IT-'TTS _. 1 /i/�� I I I I r I I'( I I� �� i 11 L.I �. l_-j I ELEV. PIT - - - _—. —�-_ -- !L—I-I- _ t I I I I 18 I I Ii I { -- Ii - Lr I--•r�— - - -1I it II II II II II II �.I Ti= 1-, 1 iI II ! I II II II I I V) 2- '17 � I i1 ! � 1•'x'1 H- it = o U W o Q x 0 BUILDING SECTION -- EAST/WEST 1/8" EQUALS V-o' ►� C U W > o Z L1J p O O WALL LEGEND o 0 V - W - --� _T WO HOUR WALL ASSEMBLY. 7 SEE WALT_ TYPES FOR CONSTRUCTION. z u o O Z W Y —ONE HOUR WALL ASSEMBLY. o SEE WALL TYPES FOR CONSTRUCTION - NON RATED WALL ASSEMBLY SEE WALL TYPES FOR CONSTRUCTION. '--- --- ___FUTURE ONE HOUR WALL ASSEMBLY (TO BE CONSTRUCTED WITH FIRST TENANT IMPROVEMENT) 2 SEE WALL TYPES FOR CONSTRUCTION. DRAWN: SCALE: NO: REVISION DATE SHEET: A3A ■ PIAN REVIEW SET g DTTF391:'438, 891,:18, (891 44 FEF'.MI r .. + 21 CIF 51 OF DATE ■ 06.19.89 ■ ■ M L S ' I ��Ill,i 1,1 111 1,1 1,1 111 I,1 1,1 I,1 11111,1 I,Illrl 11,�1Y1 IIIpIIIIIIII III1111111111) 111111111111111 111111111,111,1 1,1II,III,t11,1 1,11111 1,111,�01 ,1111111,11111 I I I 1 I I NOTE: IF THIS MICROFILMED 1 2 4 S_ 6 7 '— e 911 (Q N ---—a , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY DF THE ORIGINAL DRAWIW,,. 01; 62 BZ LZ 92 SZ ►Z EZ ZZ 17 OZ 61 BI LI 91 SI 1,1 EI ZI II 01 6 9 L 9 IS '1 IE Z I Jr ►,11nnI1u11HNIHNIInIhn1lnNIn1111n111111111Hhu11nuluntila6lclluulnulr►11111111111�IIIIIIIIIHI1111n1111111111111{11111111111111111�MIIItl111111111111111111111111i1111111111P1111111UIIIUil11UIHnInullu1111111111111WWe1w111111�IIIW1l111111111111111UW11111 _ ,APRIL 11 19911W _r-, ..,. _.—._...• ee! . ., c. :.. .;,, ..• ', -„ ..:, .•,.. i' v E , +d= �F� �rvi rr $' Ing Y '� .,. , , , ,, .... .• _. .-... 'ax.'H'4.. . _ ..: ..:,. ,. . . : -. ,-, .- �,?'.�}� �� .fi�w+"".• _ I I N G K AB C D 9E CF G / �~ BARTON F i Ilks , I e aoAruwa�)A .� . I OF fl . PENTHOUSE ROOF -__ __ ■ . - " 1 KEYNOTES FOR WALL DETAILS PARAPET _ _ e - _ _ ` I l I OD 1. Prefabricated Structural Brick Panel. 2. Sheet Metal Cap Flashing. ROOF DECK 2 -y 1/2 ---L-- - I t 3. 2x10 Pressure Treated & Fire Resistive. ROOF -_-- I 4. Sealant. 2 �� f ---- ----- -- - -' S. Wall Flashing. 1 016. Reg 1ec. F� ` 1[NAN, SI'A( I I LOBBY 4.--_� CORK, TENANT SPACE ` 7. 4" Fiber Cant. 11 I 711 II 8. Built up Roofing. 7th. LEVEL -- - _ - 9. Rig"I Insulation. - _ --- - - ----_ -- - ---- --- 10. 2x8 Pressure Treated & Fire Resistive. 2 11. 1/2" Plywood Fire Resistive, Ext. Grade. co 1 f2 25 12. Brick Panel Connec:-ion. w O 4 5 N PACE --► LOBBY 4- -a (-�kR. TENANT SPACE i 13. 6" Concrete Slab. � tJ I TENANT 5 I 1 611 611 14. 2 Hr. Firesafinq with clip. CI � 15. Mtl. Channel Attach Securely to Concrete Slab. 6th. LEVELInsulation. 16 Rigid 17. Batt Insulation. g I 7 Io 6 o _ _ I 18. 1" Insulating Glass in Alum. Frame. N` 15 /� ' 19. Suspended AcOLstic Ceiling System. ` w \`J I TENANT SPACE --► L O B B Y F- --� CORK• TENANT PACE I � 20. Sealant with Backer Rod. 12. _�, e• p. I� .,� o� '' � U ' 511 5 1 1 IZ 21. Diagonal Bracing by Brick Panel Manufacturer. 5th. LEVEL - I 22. 5/8° Gypsum Wall Board on 3 5/8" Mt. Studs. - Z 13 23. Tapered Rigid Insulation. 24. Steel Deck. �, IL 12 V6 25. Steel Beam. 21 / fI26. / 21 TENANT SPACE L O B B Ye, -', CORK. TENANT SPACE Diagonal 411 I 411 27. Standing Seam Siding. ,/ 411 4th. LEVEL ( / th _ um Wall Board. -- --- --- - - - - 29 Steel' Col. 28 5/8" Gypsum -- ----- ----- 30. 2 sayer 1/2" Type X Gypsum Wall Board. I 31. C.H. Stud (22 GA. ) @ 24" O.C. - ----- - -� 32. 1" Type X Gypsum Wall Board Liner Panel. 19 q TENANT SPACE ( L O B B Y 4 _� CORR. TENANT. SPACE 311 311 33. 1/2" Type X Gypsum Wall Board. I 34. 1 1/2" Sound Attenvation Planket where occurs. - 3rd. LEVEL _ -. . I� ]5. 1 5/8` MTL. STIInS I� ----- - Coy - 3b. 4' CONC. SLAB ON GRADE 2 o 13 17. HAT CHANNELS AT .14' O.C. 3B. CYN. BD, TO BE INSTALLED UNDER TENANT IMPROVEML•NT TY3, Il 12 14 \� TENANT SPACE I ELEV. SHAFT ]LOBBY[ --> CORR. TENANT SPACE I(o 211 2`1� 10 1 e I TENANT SPACE CORR. -i -� MAIN LOBBY I / MAIN ENTRANCE 017 -) 17 t/') 1st. LEVEL F I I V. PIT i I- IEF- ELE I I I i 1 l l l l I I I II II II II I II II II 19 _ I �' WALL SECTION' )WALI- SECTION ci C �,/4' I' UALS �� z5 � �/a EQuALs 1 D � � 17 U LU 6 BU1LDiNG SECTION NORTH / SOUTH 1 /8" EQUALS 1 '-0- ' , _ � o 1 T 37 _ 0 o � o Cz Q a � - I KEYNOTES FOR BUILD►NG SECTION WALL LEGEND 1. 6" Concrete lab (see structure) - _ -� -TWO HO U R WALL ASSEMBLY. j I' W •--I SEE WALL TYPES FOR CONSTRUCTION. ZI J _ o 2. 18" x 30" C_ncrete Beam (see structure) . 3. Concrete Co) mn (see structure) . - l / > U ��-��-�� ONE HOUR WALL ASSEMBLY. Z u 4. 6" Concre!.e Sloped Roof Deck (see SEE WALL TYPES FOR CONSTRUCTION � 1 / I � ❑ ? � structure and roof plan A2.5) . ' ?� ---- - O -- _NON RATED WALL ASSFMBLY • 5. Built-up Raoc Assembly (see roof plan - SEE WALL TYPES FOR CONSTRUCTION. --) Z c 3 A2.5) . Z W t p 6. N.A. -_ -FUTURE ONE HOUR WALL ASSEMBLY I - 7. HVAC Unit (;ee mechanical) . (TO BE CONSTRUCTED WI1 F FIRST TENANT IMPROVEMENT) _ m Z o N � SEE WALL TYPES FOR CONS ;RUCTION. 19 8. N.A. 9. N.A. I ( 1 I -I 10. N.A. I 11. Parapet Beyond. 12. Suspended Acoustic Tile Ceiling System (Grid only in unfinished spaces) . D o 13. Premanufactured Brick Panel. 1)RnwN °� ZI I 14. Diagonal Bracing by Brick Par.+:1 Manufacturer. SCALE: -- NO: REVISION DATE 15. 1" Insulating Solar Gray Glass in I - Aluminum Frame. �(� C- - / 16. 3 5/8" Metal Stud Wall Assembly (see wall �L/ �D•� types) . 17. 4" Concrete Slab on Grade (see _- I il I structure) . 3Z '4) ✓Z I 18. Concrete Pile (see structure) . --- 19. Steel Pile (see structure) . 20. Concrete Grade Beam (see structuro) . 33 �I 31 I 3 N/A 22. Metal rane.l Siding (painted) . 23. Concrete Slab on Steel Deck. SHFU: A 3 . 5 :. 8 89144 R SHAFT WALL (2 HR.) _ SHAFT WALL (2 HR.) WALL SECTION - - ALL- SECTION - 89 - WALL -SECTICDN 1�E.pMITS S1T89i 1?.1.38, 1.si . V _ _- _.._` _ _ �_ _ 6 ( 5�W _ 4 1/q• (1��I ti I'-II' t'a' I(?1 GALS 1'-II' i/a' 1011AL5 V-11' TIN1511 BOTH SIDES 3' EQUALS 1'11' / I INIS11 ONI SIM V I QI IM S I'II' �� -- PLAN REVIEW � OF TATE IIh/19/P9 . • I 1 L ` I h lll' ► 111111 1111111 1111lt1 Itt til 1111111 1!11111 11111(1 llllltl 1111111 1111111 111111E IIIIIII{IIIIIII 1lIIIIIIIIIIIII 1111111{Iilllll IIIIIIIIII11111 1IIIIItlllllitl 1lIIFI111lFIF1� r.+.rr.wr++.a':,.:.-. ""rli1�. I I ( ! I 1 ,I I .. •�. '►T I ,r �......�r.., 1 2 3 4 ,.5 �._..._ 6 -- -- 7 -- 8 9 10 _ I I� -�. NOTE: IF THIS M ICR(IF I LMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE 10 TNF QUALITY OF THE ORIGINAL � DRAWING. _..._.- OE 82 82 a 92 SZ r2 � i2 12 02 a1 91 11 91 !1)1 b1 CI 21 11 of 6 9 1 9 5I-•.�-b C z int{nnlun{Rnhullunhm{NNInn1111111t1tI1tHlun{onhlnlln�iuulunhul{nulu1111111111UlIIlt{tpi{nuhin11111111111t1111111t tlltrilillllllllot►Illlilllllltlltllllllltltll►lllllulN1111W{N►tlwlhlulNlEiultlftNllWfH�nf11Uf11llll�lllLN11111ht11�t11111H :, - APRIL 11 1991 - -. _ _. . • ,- i' G4��.�o�';T''�if-�s!11i1Mr�")'d`,:'�a 'r.*IS?!2�''; •w<i.: �1' - - , 'r.n. +` ... ■ t N p • 5 6 `�_�r, `I o ,. X0,9, � 101 CH — - —, -- -- -� - �1 GENERAL NOTES All rated walls and shafts shall extend from �' concrete floor slab to concrete slab or beam above all penetrations in walls or. shafts OF fj� = I shall be per U.H.C. requirements. INT rJT1:K 2. See Sheet A 4.2 for Building Connection Link to Lincoln Center III. 3 . See Interior Elevations for Wall Finishes. 4. All Non-Rat,=d Walls and Column Furring shown to extend 4" r� above Finished Ceiling unless noted otherwise, Walls to be 9 Braced to Concrete Slab above at 4'-011 on Center Maximum. IIA IIS 3 4 � 8 \P7. 0 e—�iZ., 9 a 14. I,�, I _ 3 F! E ALARM PANEL -- --- '� ' • c' -5i z' �L --- n IIA �- J --- -- _ `\ F 0 I -23 LE , - _ ------ - - �' w 7 Z 02W �. �� / / uP I O Z l od O .a ' ISP O BAR TOILET , i N TOILET _� N - I n _ O'_J ' �• -}' hI-ey" 21�} IGS z3 2 a STAIR N n ELEV. ,� II �� i �T, ELEC. — 2 - ------� F'- N U nt"IEN o ,y MEN JAN. qj J — rA �' TE E 1 I - Sro�W ELEV. _d :•, I I�? 113 � �Z) d' 115 3 r ? ___ �14 -- - _ �- z 7.1 L; 01- a2 MAIL L.L.i O CL U 1109 I 11 S" � W _— _._. CCa V m O - 02 i �i !IA / FIN. FLOOR 204.5 ( 1001-0" 0 � 4 IIA 6.3 1 VLLJ 93 7 8 O 2 119 G/ Q _ - --� KEYNOTES ? z ce- P ANTER4 �) 1. Recessed Encry Mat. w ~ 2 ^ ID I-? \ 2. Marble Tile Accent Strip. 3. Marble Tile Accent (see finish Schedule) . J: VEST 4. Floor Finish (see finish schedule) . ENT 5. C,,r crete Column (see Structural) . I Io i� _ QQ (� F. Concrete Shear Wall (see structural) . c 7. Handrail. .. o _1 IVa 8. Handrail/Guardrail. PLAN E R ( �� - O g��,- 1 C�3 9. Fire Protection Sprinkler Riser. - o u N p. o o B - - - ' lo. Steel Beam (see structural) . o p�o,I� ep IN QO 11. Grab Bar. I q o 0 AIp ,E i ENLARGED LOBBY PLAN -02— 1 O�A 17.. Marble Tile Finish. � In I"• -1'--p 1p n w PL NTER 1 P18 PLAN R WALL LEGEND Pawm LINCOLN V (2 ) VEST - - -- -' _TWO HOUK WAIL ASSEMBLY. B� '� i � 1 SEE WALL TYPES FOR CONSTRUCTION. --- i ntta 06. 19.89 - --- --- —ONE HOUR WALL ASSEMBLY. . r-1 .v SEE WALL TYPES FOR CONSTRUCTION �p ___NON RATED WALL ASSEMBLY PERMITS SIT891288, B91.31.8, 89134• SEE WALL TYPES FOR CONSTRUCTION. 23 OF 51 ---_FUTURE ONE HOUR WALL ASSEMBLY (TO BE CONSTRUCTED WITH FIRST TENANT IMPROVEMENT) SEE WALL. TYPES FOR CONSTRUCTION:. L L A4. 1 ,� 1 I , � �*+ +nom■+-�- ►n.� AMI ,,,.,�.,.,,,.,.......,�.,..,..�..:...�..,.�....r..,...,....... ..— �lA'I1111/ 1!11111 1111111 111 111 111 111 111 111 111 111 111 111 111 11'1 Ill III III 111 111 11 111 111 111 1�1 111'111 111 111 111 1!I 111 111 111 111 I � I 1 tll 111 111 111 ► 1 111 1 1 111 • ' � ( 3 5 6 � e In II n NU2 4 7 12TE: I F TH IS M ICROF I LMEU --- .12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, OE R2 82 l? 92 52 ►7• EZ EZ7 12 02 61 91 91 51 til EI T,1 II 01 6 9 1. 9 5 b T IE Z I1�•« JIl1III111111111111111uim11NI111111111111111111111II1N11111111u11N1�1►1111111{uUIlNlliillllllllllllllNIIIIIIIIIIII111111! IIIIIIIIIIIIII�MIlI111111111ItII111111�111111111111111i1111111111UIIIL(�IIIII111111111111;IIIIIII1111)WWBIIIllIIl1111111W1lIUlIIIIUIIIIIIIWIIIII APRI l 1. 1991 3 4 5 _ 6 70 ,�,� -,r7 " -,:v of _ - - -- -- - KEYNOTES BA 0 I IIA IIA 1. Guardrail (s, detail) . [2 � T1 A' -- _ IIA 2 . Handrail (see detail) I I � IIA 3. Concrete Cclumn (see structural) . , _ 4. Floor Finish (see finish schedule) . 7 3�4r 4'- n''q 'I lo" for 4'- 10 I/4u I1/4u '��111 V,. �,If .s,' ?'-lo ' 41,,LII �,ou , 01 f'•o" C' d' 1'-v' S -O II 3'-O" 5'- go If I 5. Grab Bar for Handicap Toilet Stall. Ir --f IIA J CORRIDOR 'o e-LP-. _ C n - I --- . �'✓� CORRIDOR 6. Mech Chase Seal all Slab Penitrations A) 5 LL u -� —�!� with Fire Rated Sealant (2 hr. min. ) . ILA0 Z� I 1 -� (�T_VV I �� '� dr lit II-� 1 7. Fire Protection Sprinkler Riser. _�— r 8. Steel T.S. Beam (see srructural) . JJ chi - — / STAIR -l - _ -r—` �" 9. Marble Threshold. 207 P NELEG/ _F'Z� �� 10. Toilet Partition. Up DF. Iwl a1ELo� � \� � ,. � \ TELE. r�iwl I �" 2m3 L I 1111. cnture 1-Hour Corridor Wa'.1. U : I �4N1?1N64 1 _. L-1 STAIR it �I N \ / 2md 12. Future Docs Openinc_,, ✓JnlS L of - _ �' 11 - o'L✓I MEN %�S/ a 2 \ < - 3 1_ ( 7 UOMEN- --- -- ._ � _ SIA - �® � '• 'jl/ry 5'-lL _L`1. I 'I. L,I/•1'I CK -- A) I - - — -- -- - -- - ---- : - b � GENERAL. NOTES ' ol.r L/+NDNJEI 1. All rated walls and shafts shall extend from `� 1' d" ��\ v � � �, W •� UBV.1112 concrete floor slab to concrete slab or bean above all p netrations in walls or shafts ----- _ GROUND FLOOR S- -`Iat 1 be per U.B.C. requirements. iv 4 Z I) °t_`"J Lobi( gEL�w , ��1 •sb, 4 TOILET'; �� f t 130 10 TOI ET 'y _ W 3. see door schedule for door and frame labeling P re uirelrents. yY q ,d ID h SIA T NVAA \ RILEY.03 / - � -- 4l O F I I « _ ----�_N P I --- — \A-) WALL LEGEND 7. !I --- __ _— TWO HOUR WALL ASSEMBLY. 7 SEE WALL TYPES FOR CONSTRUCTION - `— ____ONE. HOUR WALL ASSE1ABLY ( 1 r IA SFE WALL TYPES FOR CONSTRUCTION L1.J —.ION RATED WAIL ASSEMBLY 2'- ID" I' - 7jt• 5 -al SEE WAIL TYPES FOR CONSTRUCTION. [� —FUTURE ONE HOUR WALL -\SSE1ABLY (TO BE CONSTRUCTED WITH FIRST TENANT IMPROVENtENT) i ENLARGED 2ND FLOOR LOBBY PLAN SEE WALL TYPES FOR CONSTRUCTION. ' V PLAN NORTH 3 4 5� II I IA SII - - Q -� =1�= -_�-_��Irl-- �'- I I" b 73/,41 a' - 10'/4" ,o. o„ a ID'�4° �' " 3�1', - � o CL U I II O -- G IDUR li a I'11A� _ � FJ'fU 11 I I l yj, Glwl -s] oor, �WI d 3®R 307 P2 x N \ z - — z I'1 0 LU '11A U --- �ME (��} 3 N - —1 ---- -- -- — - _ -- cl„ II „ -- 4 WD fQ - ELEV.n 4 LOBBY 1n I I U cv — D �\ 3ml .� (� - o2w' - a N 2 L51. O �"r I (D' U II I,�Zu Z o1�2 _an --- - A -- -- - -- - _ TOILET TOILET ,G 310 I QIA - IIA FUTLI1iE Z 1 - 0 If CAELEV.03 0 r. fnNN LI r--- _ IIA 0 0 0 � 00 I I -� I tai 0 ilm .� (:D — -- -- J` ---- _ I A� O C p r- 00 �3 C9 ■ 0 V3 L'L IA) I 7 I70„tT LINCOLN V ENLARGED 3RD- 7TH LOBBY FLOOR PLANS 06.19.89 Innow PERMITS 9IT8912Ci8, 891318. 691344,) 24 OF 51, 1 L L °LAN REVIEW SET rte[ A4. ? • ,� .1105. _ Now- -�fl altlll��11tI111I1111tItI1l1.I111I111111111111tllltll�ll1111111']Iltrl�l(11111111!�!Illf{III{tlll I!III!IlllllitT)IIIII�111'111IIII�111I1�lllllltl1�111{tll'lll�tlllltl!I!Irlllll!Illtll�lll�lll�!1! 2 3 4 5 8 7 9 9 10 WOTE: I F TH IS M ICROF I LMED DRAWING IS LESS CLEAR MAN THIS NOTICE, IT IS DUE TO THE QUALITY uF rW ORIGINAL ' DRAWING. AE 67. 92 L1 92 S't ►Z EZ Z2 17 of 61 BI if 91 S1 6P EI 21 11 01 � • 1 9 S 1 E 2 1"•"�" • Irll�nninn�nllhnt�nnln:I�nulmt�NNll!t1�llNlnu�uuhnr�frttlr►u�unitlll�II11II111�I1U�llll�llllht!1�111111!II�IIIIIII JI�IIIIu111�I1111Nt1�11111^IIt�I111�I1J�llll�llll�lfll�l111�1111,♦IUI�IIII�UII�NN{INI�IIIIIIIII�IIII�IW�h�Ill�I111�It1111111�U11�1111I11111Wi,�llll ,., , AF=RIL' 11 1991 y do y . ■ I N 7. 1 T VAR. 6 MIU �1 II "7, ��i • rz o F _ _ _ rzcly f � I � �� ° ,^r ��•• a - KEYNOTES 12 - \\ 7 0 r7 ■ ■ 1. Concrete Column (see structural) . CD706, (Y �- i _ � NpG� 2. 10" Concrete wall (see structural) . 1 3. Fire Protection Sprinkler Riser. i ?� -- 4. 1 1/2" Diameter Steel Handrail with Supports yl ---- - � at 4 0 O.C. 5. Fire Portecti.on Sprinkler Riser Transition at Second Floor. 6. Threshold (see finish schedule) . I7. Concrete Floor Slab (sealed) . O FI.pG'F2 ' �\` � .� No<,F U 8. Metal Pan Stair Assembly with Concrete Treads \ - and Intermediate Landings (sealed) . 9. Stl. Plate 1/411 x 411 x Cont . Weld to Stringer. • j ! C-2- r , 10. 2 Hr Shaft Wall. F (AP + 1' . Roof Access Hatch. INT�2M��TL _ i3 Imo' � �I �.NDIN� �ANCaNC-1 �, r�_.I - 12. Ladder to Roof. r Yi - r�� STAIR PLAN 3RD 7TH FLOOR 13. Typical Roof Assembly. r y W It - r-+ 30STAIR 305,405,505,605,705 14. Hollow Metal Door and Frame (B-table 90 Min. ) . �...J 1/4' EQUALS 1 0 �---� 15. Suspend-ad Ceiling. 1.4 0:,,1 K I / —� ><T-H \ 7.1 W FL.oOIz , (37 '/ ( 8 'I49 ,- Q II ♦, f.0 d 1 d % F I -- - -- - ,o.�, �_ S7 C. r /' I r z rl no w N E I y, C7P 4� �•I,ont� / \ �� • b J I 2 LP !!� . _j I IFj S` 2 9 ti(-, 15� 9 9 9 ¢ — z4 �3Lwj I N T�rzMEplaT� _ a J I 23 5 �' 50 = Lo N D I N Ca - --- �*i�Ia Nca /,,/ ,- —. - 70 q,: STAIR PLAN _3RD - 7TH_ FLOOR o 1/4' EQUALS 1'-0' STAIR 304,404,504,604,704 ISO � { - J I Li .I LOSTAIR PLAN 2ND FLOOR —I + 60 41/4' EQUALS 1'-0' STAIR205 l 10 Iu - 06 e W NIDIN�I LANG+NGA -- � � i 4 22 v I- � 1 0 � o ZZ v ,� s t l S• Jp � W S T�IIWC I -T�•�I - �° - t - 22 t�-�, 4 u13 °� 2 LU p _ fJ � m '9 �, -- - � - Y _ ry F•--• I �� -— -NG�iG I Et)71rzICADc- I I "E-A . �`•� � � � o IL IN' �Dla \ -� STAIR PLAN 2ND FLGOR Z Z o vaNPINFa If 23 1�►NU�ICa r --- ,tl I --- (D7 - 11-0. 0 --- - `--- ---- — y STAIR 204 -DC o 'L ? o2 I 10 �4 0r�.f - __ �aNr°IN�a I II/z �" 1' - 711 � 1= F ---- L. 2 23 5 11�F.�Ir, I z SII• o IL,WN: ' • N W SC/11E: JAN. Ic NO '.VISION DATE lilt i - - IAJ�IDIN(q - � � � { It - - O.S. III - Above - � '' F, Zz ( o vI SHEET: ■ A7 . 1 ■ SECTION STAIR PLAN _1ST FLOOR — S _TAIR PLAN 1ST FLOOR a51/4 EQIJAI_S 1 0 STAIR 104-704 1/4' EQUALS 11-01 STAIR 111,207,305-705 1/4' EQUALS 1'-0' STAIR ill ( 8 1J4'' EQUALS 1' 0' STAIR 104 s r k PERMITS SIT(391288+ 891.7,18. 99114n r YYYr.. u 25 C)F 51 Y � ` ■ PLAN REVIEW SET M L [OF ITE:f,/19/119 L ■ .,.:.........-.,-_....,,.. Pr..,.,......s.-.,..r..........,..,.._....-..,..............,.r....,,,........,-.w,...,,u.mo„n,.,...u....«rw+nmra+: r....•...ne...,.............e.,...ww...-..,..,e..•+an..:.y..r•u.mn.wn..n.n..rM.n. .. � -.:.: - .- - w...:.: YYMIAII,•.YINr.�nv.+-. -_.•.rwwu,.w+:r., .. tplf1lt►)IIIIIIIIll1111IIIIII1111111111111111111 111111111111111111111101111Ill 11111111111 iflll IIIIIIIIIIfl111IIifIIIIll 11{IIIIIIIIIIIIIIIJill 1111Jill 1111'11111{IIIIIJill IIIII1 11111111111 ( _ 3 4 5 0 7 e 0 0 II 12 I ., NOTE: IF THIS MICROFILMED """��i�'•■ 2 'T ---— CRAWING IS LESS CLEAR THAN THIS NOTICE, IT Is IWE To THF QUALITY OF THE ORIGINAL DRAWING, 0E 62 92 L7 97 SZ oz E1Z Zff2 I2 OZ 61 AI v 91 SI 1P EI 21 .I 11 01 6 '1 9 1 9 'S�•�-� �{�;-�� ELI•-I•. 2 -1«Yu. dI1I11111111111111I111111111I1111111I1INI1111111gI111p111111111I11U11RINII1IfN1111111111111I11111111�111111111111�II11111111i11111I111III111I11t1 111�111dI1iIlIIlIII1I110II1111111111111IIIIIlI11�1U111w1llIIIII111111111111I11111111111w1�Y1Wlllllltu11111I1I11111UI111111W11111 .. . ` 4L APRIL 11 1991 ._ ti Q: / 17 J 'BARTON G M143 dl U IQ ppFiTlJIPIIo,CR zb, KEYNOTES_ -41�r) 1. 2-Hr. Shaft Wall Assembly (see wall types) F- 2. 2. Steel T.S. Beam at each Floor (see structural) .. 22O 3. Concrete Elevator Pit (see structural) . r } - - (Coordinate Pit size and location with Elevator Manufacturer prior to forming) . `v, _ 4. Concrete Slab on Steel Deck (see structural.) . 5. Concrete Slab on Steel Deck (see structural) . O �V 6. Light Cove (see reflected ceiling plan and �) details) . C�J 7. Elevator Door Frame 8. Metal Sill (see elevator manufacturer's � O .information. L_ 9. Structural Steel Elevator. Penthouse Frame (see structural) . 2? 10. Standing Seam Metal Panel. 11. 4" x 16" GA Steel Stud Framing at 24" o/c. IF7 12. 5/8" Type & Gypsum Board. r� 13. Typical hoof Assembly with Tapered Insulation for Slope. 14. 7 1/2" Concrete Curb. 7 15. Suspended Ceiling Zz I o - - - I-JeN (,obGY 2 � 7 � f1 rst�t � --- I 3- (alln IGj � L.06V i Z7:) I . � Z U " 0 O w o Irl `' �- L) o W Q a W L,6799 l2- - --- A 7 --� z o O 22z CL o CSC CL °u r � W U VSo t - _ _ z r Z z 5 < 0 LA 1 Z LTJ -- r a o - — _ - - DRAWN: TSCALE: NO: REVISION DATE ,15 — r GI�z �T "� SKEET: A7. 2 ■ r I%l/0012 — PERMITS SIT091288. 091318, 891.E+44� ELEVATOR PLAN �� p� ai ...�.� ELEVATOR SHAFT SECTION �� 2 � 1/4" EQUALS 1 '•0" 1/2" EQUALS V-0' M L L s PLAN REVIEW SET ■ I��h DATE 6,19,°y 1�� '' ,,�,. ;: : .y.., _ I,,.�>; n,,�nn,.kttaRtR_nF.M„;.;.q+,�v.�v .-,,.+:.;.,,.,,� al `M�K,.IIRMAIf�fd�111o11:� ,, xr. '�rx. ce�.+'eir,�xt�lw,:..ins.ate.WMA+�&�^vriunaR+assniR'x:�t+c�.-r ,w.r+e.�..ae.,er,,�;.x�r;..n�ra�v+eti�c+okAh�µ.rai«a.�,�atxar+t+ivhycasuiusw*rla+av+�Fe9,�•^,�,..,, .. M„�,, ., '�1 fl'1 III III 111 111 III Ilt III III III III III I+1 III I+1 1+1 1�'} III SII III 111 111 11( III III 111 III III III III III III 111 III III III II III III III III 111 I11 III III III ISI '►�I 1 ' ,,. �+ 1 1 ! I + I 1 I 1 I + I 1 I ! I 1 i 1 I 1 I 1 I 1 I + I l i + 1 + I + I +� � + �I + � + I + ! + , h NOTE: 1F THIS M .MFILMED �• + 2 3 4 5 -- — @ 7 ® 9 DRAWING IS LESS C'EAR THAN w THIS NOTICE, IT I: DUE T'O THE QUALITY OF THE ORIGINAL —--, DRAWING. 0E 6Z 9? LZ 92 SZ 1102 EZ ZZ IZ 02 61 81 LI 91 SI bl EI Z 11 of 6 9 L 9 S'-•,� � E t 11"•1'” f ii nloll APRIL 11 1991 . 1 N U R I y DRAWING INDEX GENERAL. STRUCTURAL NOTES #SDI CH. SLO GENERAI, STR(.IC'I'URAL NOTES, DRAWING INDEX UNERAL_ST UCTURAL NOTES S2. 1 � LM REQUIREMENTS: CONFORM TO THE UNIFORM BUILDING CODE, 1488 EDITION, AS AMENDED MORTAR: MORTAR SHALL BE TYPE S WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 'I OUNI)ATIl�3N/GROUND FLOOR PLAN BY THE STATE OF OREGON AND THE CITY OF PORTLAND. OF 1800 PSI AND SHALL CONFORM TO UBC SECTIONS 2402 AND 2403. TEMPORARY CONDITION;- THE CON.FtACTOR SHALL BE RESPONSIBLC FOR STRUCTURAL MASONRY GROUT: GkOUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS Of 2000 STABILITY DURING CONSTRUCTION. THE STRUCTURE SP")WN ON THE DRAWINGS HAS BEEN PSI AND SHALL CONFORM TO UBC SECTIONS 202 AND 2403. GROUT SHALL CONSIST Of A HAS S 2.2 2ND FLOOR FRAMING PLAN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. MIXTBEENURE ADDEOD TO CAUSETTHESMIXTUREALS AND TO FLOW WITHOUTTE TO SEGREGATION OF THEIENT CONSTIITUENTS. UM GN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT., WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: MASONRY ACOUBC SECURELY SECTION2I S2.3 3RD-6rFH FLOOR FRAMING PLAN DEFORMED SHALL BE GRADE 40ORGRADE60, AND SHALL BE PLACEDIN FLOORS: ACCORDANCE WITH UBC SECTION 2404(e). UNLESS OTHERWISE NOTED ON THE PLANS THF OFFICE 50 PSF L.L. + 20 PSI PARTITIONS - MINIMUM WALL. REINFORCEMENT SHALL BE AS FOLLOWS: CORRIDORS, STAIRS 100 PSF L.L. S2.4 7TH FLOOR FRAMING PLAN PILES 200 KIP CAPACITY MOORE DATED MAY 15g98�MES HORIZONTAL.-MES_t_jA_BOND BEAMS) WIND 80 MPH EXPOSURE B WALL THICKNESS yMICAL M RUNNING OMSTACK BOND S2.S ROOF FRAMING PLAN 7ARTOQOAK1 DEMON R. BASED UPON 2.75,THE FOLLOWING:423AT BASE #5 @ 48" U.C. #5 @ 48" O.C. #6 @ 48" O.C. 8" #6 @ 48" O.C. (2)#4 @ 48" O.C. (2)#5 @ 48" O.C. 10" #6 @ 48" O.C. (2)#5 @ 48" 0.,. (2)06 @ 48" O.C. S 2.h PENTHOUSE R O O I' F R A M I N G PLAN AND DETAILS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO 12" "7 @ 48" O.C. (2)#5 @ 48" O.C. (2)#5 @ 48" O.C. ' F FABRICATION AND CONSTRUCTION FOR ALL STRUCTURAL. ITEMS INCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCEMENT INCLUDING MILL TEST BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF REPORTS, PRECAST Ok PRESTRESSED CONCRETE MEMBERS, EMBEDDED STEEL ITEMS, LINES AND AT THE TOP OF WALLS. PROVIDE A BOND BEAM WITH TWO #5 BARS HORIZONTALLY S3.1 SHEAR WALL ELEVATIONS STRUCTURAL STEEL INCLUDING MILL TEST REPORTS, STEEL_ DECK AND STEEL STUDS. ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT EACH SIDE. PROVIDE LVE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF If THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THE WAIL AT EACH SIDE OF OPENINGS, WALL_ ENDS AND INTERSECTIONS. DOWELS TO THEY SHALL BEAR THE SEAT_ AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1' -6" OR HOOKED INTO THE SUPPORTING THE STATE OF OREGON. STRUCTURE AND BE OF THE SAME SIZE AND SPACING WALL REINFORCING. PROVIDE S4.1 C O L U M N SCHEDULE A N D DETAILS CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALT. INTERSECTIONS. LAP DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULAIIONS FOR THE DESIGN AND FABRICATION ALL BARS AT SPLICES 40 DIAMETERS, WITH A MINIMUM LAP OF 18", EXCEPT AS NOTED. OF ITEMS THAT ARE DESIGNED BY OTHERS, SUCH AS: PRECAST PANELS, PRESTRESSED CONCRETE, BRICK PANELS, AND WINDOW WALL, SHALL BEAR THE SEAL AND SIGNATURE OF STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36 OR ASTM A572 GRADE 50 AS S4.2 P.T. SLAB SCHEDULE A N D D ff t" I L S A STRUCTURAL ENGINEER, REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED NOTED. TIKES SHALL BE ASTM A500 GRADE B (Fy - 46 KSI). PIPES SHALL BE ASTM A501 TO THE ARCHITECT PRIOR TO FABRICATION. OR ASTM A53, GRADE B. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTIUN OF iNSPECTIQd: SPECIAL INSPECTION BY AN APPROVEC SPECIAL INSPECTOR, SHALL BE STRUCTURAL STEEL FOR BUILDINGS". BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION 54.3 P.'1'. BEAM SCHI�,I)IJI�1 AND DETAILS PERFORMED FOR SOILS COMPACTION, PILE INSTALLATION, CONCRETE AND REINFORCING FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM T'0 THE AWS CODES PLACEMENT, PRECAST CONCRETE PLACEMENT, PLACEMENT AND STRESSING OF POST-TENSIONING FOR ARC AND GAS WEEPING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING TENIMS, STEEL FABRICATION AND ERECTION, EXPANSION ANCHOR PLACEMENT, E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL +� __may HIGH-STRENGTH BOLTING, WELDING, STRUCTURAL MASONRY PLACEMENT, SPRAY-APPLIED BE BY CITY OF PORTLAND CERTIFIED WELDERS. FIREPROOFING, CURTAININSTALLATION. ALL SOIL-BEARING SURFACES AND PILE S5.1 'TVP. CONCRETE DETAILS INSTALLA-TION SHALL BE INSPECTED TED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF STEEL DECK_ STEEL ROOF DECK SHALL BE 1-1/2" TYPE B OR 3" TYPE N. STEEL DECK � Z REINFORCING, STEEL. INS:'CCTJRS ARE REQUIRED TO BE PRESENT DURING CONCRETE SHALL CONFORM TO ASTM A446, GRADE A. THE GALVANIZED COATING SHALL CONFORM TO ASTM PLACEMENT AND POST-TENSIONING OF TENDONS. A525, G60; G90 WHERE LEFT PERMANENTLY EXPOSED TO WEATHER. PHOSPHATIZED/PAINTED O O CONCRETE: CONCRETE WORK SHALL CONFORM TO CHAPTER 26 OF THE UNIFORM BUILDING DECK MAY BE USED IN LIEU OF GALVANIZED IF FIRE RATING IS UNCHANGED. � CD S5.2 CONCRETE DE1 AILS CODE. COKCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS MINIMUM DECK GAGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, AND MINIMUM W AND SHALL BE AS FOLLOWS: PROPERTIES AS FOLLOWS: r.�� CL�_ W f'C (PS11 U5E I (1y1m LJAVF1 w o T 3000 SLAB-ON-GRADE AND TOPPING ROOF DECK: F Q 4000 ✓ STRUCTURAL SLABS, BEAMS, COLUMNS, WALLS 1-1/2"-20 GAGE 0.195 0.234 5000 ✓ FOOTINGS, COLUMNS AND WALLS BELOW SECOND FLOOR 3"-20 GAGE 0.780 0.486 6000 v AS NOTED ROOF DECK SHALL BE ATTACHED TO SUPPORTS AND AT SIDE LAPS AS REQUIRED TO RESIST O THE DIAPHRAGM SHEARS SHOWN ON THE DRAWINGS. - THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TWO WEEKS PRIOR TO PLACING STEEL °ICES: STEEL PILES SHALL BE 9-5/8" DIAMETER X .44" AND SHALL CONFORM TOI CONCRETE. THE MIX DESIGN SHALL CONFORM TO UBC SECTION 2604. ASTM A-36. PILES SHALL BE CAPABLE OF DEVELOPING A DESIGN LOAD OF 100 TONS EACH. A WATER-REDUCING ADMIXTURE CONFORMING TO UBC STANDARD NO. 26-9, USED IN STRICT PILES SHALL BE DRIVEN TO REFUSAL INTO THE BASALT LAYER AS SPECIFIED IN THE SOIL ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS. SHALL BE INCORPORATED IN REPORT. V CONCRETE DESIGN MIXES. AN AIR ENTR';INING AGENT, CONFORMING TO THE UBC STANDARD ►""� a NO. 26-9, SHALL BE USED IN CONCRtTE MIXES FOR EXTERIOR HORIZONTAL_ SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% ± 1% BY VOLUME. POST-TENSIONED CONCRETE SHALL NOT CONTAIN MORE THAN .06 PERCENT CHLORIDE ION BY i WEIGHT. REINFORCING STEEL_ REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, REINFORCEMENT ANCHORAGE b SPLICE. LENGTHS . INCLUDING S1, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED Wiff ANCHORAGE SPLICES FABRIC (WWF), UNLESS OTHERWISE NOTED. COLUMN SPIRALS SHALL BE PLAIN BARS WITH BAR A MINIMUM YIELD STRESS OF 50.000 PSI. REINFORCING STEELSHALLBE SECURELY TIED SIZE Ld (IN) LT (IN) A (IN) B (IN) C (IN) IN PLACE WITH #16 DOUBLE ANNEALED IRON WIRE. REINFORCING STEEL, TO BE WELDED, SHALL BE IN ACCORDANCE WITH ASTM A706. 3 18 18 18 18 18 EARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLGCKS OR 4 18 18 18 18 1.1 APPROVED METAL CHAIRS AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL 5 18 21 18 18 24 Lu OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. 6 18 25 18 23 31 ~ SHOP DRAWINuS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS AND COLUMNS SHOWING BAR O LOCATIONS. I.AP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP 7 23 32 23 30 39 OF 18", F',CEPT AS NOTED. g 30 42 30 39 51 z REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: 9 38 53 38 _ 49 65 7 _..J USI COVER 10 48 68 48 63 82 11 59 83 59 71 101 CieBEAM AND COLUMN BARS 1-1/2" (TO STIRRUPS OR TIES) SLAB BARS 1" JOIST BARS 14/2" (TO STIRRUPS) NOTES: I'_ X WALL BARS: .`ITERIOR FACES 3/4" EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AND SMALLER) 1. SPLICE TYPE IN BEAM AND SLAB BARS SHALL BE AS SHOWN IN TYPICAL BAR DETAILS. u W 2" (#6 AND LARGER) 2. ALL WALL BARS SHALL BE FULLY DEVELOPED. PROVIDE Ld FOR VERTICAL BARS G FOOTING BARS 3" AND LT FOR HORIZONTAL BARS. HORIZONTAL WALL BAR SPLICES SHALL BE TYPE "B". VERTICAL WALL BAR SHALL BE TYPE "C". Z_ CONCRETE WALL REINFORCING (UNLESS OTHERWISE VOTED): .,. ALL DIMENSIONS FOR SPLICES OR ANCHORAGES IN DETAILS OR SCHEDULES SHALL GOVERN OVER THOSE SHOWN IN TAELE. � WALL THICKNESS �LQREZONTAL BARS YERMAL BARS LQ�T�ON J 6 #4 @ 16" O.C. #3 @ 12" D.C. I @ CL OF WALL Q Z 8" " #4 @ 12" O.C. #4 @ 16" D.C. @ CL OF WALL 10" #4 @ 18" O.C. #3 @ 14" O.C. c. @ EACH FACE 12" #4 @ 6" O.C. #3 @ 12" O.C. �, @ EACH FACE ILL AT OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND AT THE SIDES, OF rr1.1J THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE 1..' OPENING. PROVIDE ONE #5 FOR SINGLE '.AYER REINFORCING AND TWO #5 FOR DOUBLE LAYER REINFORCING, 4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALI. OPENINGS. REFER TO TYPICAL DETAILS FOR D13POSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. SLAB BARS SHALL. BE HOOKED INTO WALLS OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. Mj-TENSIONING SYSTEMS: ALL POST-TENSIONED CONCRETE SHALL HIVE A MINIMUM STRENGTH OF 3000 PSI AT TRANSFER OF PRESTRESS FORCE AND A AINIMUM STRENGTH OF 4000 PSI AT 28 DAYS, U.N.O, AS SUBSTANTIATED BY STANDARD CYLINDER TESTS (FIELD U CURED FOR VERIFICAf10N OF TRANSFER STRENGTH',. EXTRA FIELD-CURED TEST CYLINDERS MAY BE REQUIRED AT THE CONTRACTOR'S OPTION. Q POST-TENSIONING SHALL BE INSTALLED TO PROVIDE THE REQUIRED FINAL PRESIRES:' FORCE I w•" (AFTER ALL LOSSES) AT THE LOCATION SHO`'N ON THE PLAN OR DETAILS FOR EACH MEMBER. c Stolz POST-PENSIONED REINFORCEMENT SHALL CONFORM 10 ASTM A416 FOR UNCOATED SEVEN WIRE a STRESS RELIEVED LOW RELAXATION GRADE '270 STRAND. POST-TENSIONED REINFORCEMENT a v yw9 A bF0 SHALL bE 1/2" DIAMETER UNBONDED TEN5ON3 UNLESS OTHERWISE NOTED. FOR UNBONDED 0 TENDONS, FUIL LENGTH PROTECTION SHALL BE PROVIDED 10 PROTECT THE TENDON FROM CORROSION AND PREVENT INTRUSION OF MOISTURE AND CEMENT PASTE. �' ' " F u SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS, AS WELL AS PLANS OF ALL \ •P SLABS SHOWING ALL TENDON LOCATIONS. SPACING OF TENDONS OR GROUPS OF IN THE p N DISTRIBUTED DIRECTION SHALL NOT EXCEED 8 TIMES THE SLAB THICKAESS, NOR 5 FEET. CV CONCRETE COVER FOR TENDONS SHALL BE AS SHOWN ON THE PLANS. TENDONS SHALL BE INSTALLED WITH A PARABOLIC DRAPE WITH + 1/8" OF THE ELEVATION SHOWN ON THE PLANS a 0 N a L FOR HIGH AND LOW POINTS AND WITHIN + 1/4" AT OTHER LOCATIONS. THE MINIMUM RADIUS o OF CURVATURE FOR TENDONS IN THE VERTICAL OR HORIZONTAL. PLANE SHALL BE 21' . WHEN " z TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OFT/3 THE SPAN BEYOND THE SUPPORT. :' u i" UIRED BY AS RE ?8jC _CONCRETE: CONCRETE MIXES ANU CODE CONFORMANCE SHALL BE Q NOTES UNDER "CONCRETE" ABOVE: F'c - 4000 PSI MINIMUM. THE DESIGN OF THE PRECAST CONCRETE UNITS AND THEIR CONNECTIONS TO THE STRUCTURE SHALL COMP'," WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1985 EDITION. LINCO[.IV V QQNCREJf_tAjQjRY. CONCRETE MASONRY UNITS SHALL COMPLY WE III ASTM C90, GRADE IN-I. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI AS VERIFIED 9Y PRISM TESTS. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN o�n NNE 19, 198Q ON THE PLANS AND DETAILS AND IF NOT SHOWN SHALL BE AS NOTED LINDER "MASONRY REINFORCING STEEL". ■l41S�ON PERMITS SIT891288. 891''18. 8913 L 27 OF 51 r I 4 >,.� S 1 . 0 MIN m '�T' 1I111I11 1 111 11tlTI�I111I111 1111111111 1 111 11111(IIII1�111�IY1 1�►I1111 1 1 o1111I1111111) 111111/11 1 111 11 1111 111111► 111!111 111 111 1111111+11111Jill I 1 111111 1 111 111�11T111 n NnTE: IF THIS MICROFILMEADRAWNG IS + - 2 3 _ 5 .,� •7 9 9 Lro 11 12 r Y THIS 40TICE.I.EIT 15SS EOUEAR �TON - THF ?11AITTY OF TW ORIGINAL •� OE 82 9? t? 9? S? VE c? Z? 12 Oi 61 BI 11 91 SI Ill cl 21 II 01 d 9 L 9 S 4 c L 1fN°" - ,�IIIullhuduubHlLHd1InIIH1hu11un1111,I1i1M111111.TTIhN161�dI��INuluilhnlluuluulnnlunhrlbnllullluubl111unIin11n1dMT11nNlunhuduuhll�ul,luuluululdwduulll:IIHHIunlnnlnu11n1hW�lRluuluulWFluulnuiutl�Wlull ,,.', ' Ir APRIL 11 1991 +, ..- .... ,. o+ y� a.�.. r Tr^T "YA '�"�'•' �"" ..: i "!mak �- r .. ... f'. FROM ... ,. ,•FRT' .. .:. �. .: a._.,. f.,r � n. .. ,.� � ::. �. � _,� ,. ,. 11 �, _ Jam, ! , . o- � �qfl��, 1 .,fit.. ._....,. ., .� , ,I�.. " .:. ""P!:Si�ti ..,, _ ...,_: .... ,..�, �. .. . ,I .� ,.,. .. , �. � :��. .�, � � W V 'SPA' ,��.. :,.. - _ f. a .-. _ .. „a. . . ,. ,- .. � r _„ ,. .: w�. .. MOM � .- F. .. .. �. F, . .. 'ICI ,. ., 1 N 0 N I Y �pIN� !� r 10 I I M _ 20-0 — 'tD-D_ ---- 2U-Ci' — 251-�" — "1=0i1 3j-01 — �-�, -- ---- �`.�-� — 201-0't i 1 II 1 11 1 1 II I _ io_ o to-0 1-2 z .0 .io C 2a 1,50' ) l X01,SDI 5 2a1,Sc ' ( Sri') 5 K wl ,moo') — --- 3 O 3 3 3 1 -fYP, 3 ► - (�C� �.I IM. b � C� ( N -- --_ --- - -- _-- -- -- _ =- - 77:' _- - --T - - L - - - - - - - - 13 w i CA _ a c L J I I ) I + (�I CD r { I I I II 02 (201 -0,Ol) I II .9 I I I I I III I �, - III I'I I•I III E----� � II r _ It + I—VM _ _ -' - I _Ca -I TYR It + I I — L �-J — — — — — — — — — —I ♦ 4- 1 — — —i — — — — — — — —1 + ♦ I — — —� .�+ N c .,► } F �— — -I h -}-J — — — — I J I 3 I II 61 O I C + + L— J �-+ I +—j — 1 + + + G + + 1 ' r to C 20 l, I + + I I I I C �,�'�) (2o1,so) �\ + + I I I I D �EKr�ii I III �•tr, zaq,4rD' I I I I + I I I I I I Z I I III - PETA I L �P a N II 11 � •• `�• � �� II I - E�, 199,r-o' + + I I III II I I I II IICie ('201.50 ) I -\ I + + + + + I r --I _ _ J I_ + ; . + I - ILO J 71—L� L - - - - - o ; �201 .�0 ) I , — — — I I _, I O ( , — I I C2ol,50) CL � 3??�QQ C19�.�5 C2o1,S0 I C 1,50 ) II I I a Cie, ,211 7 I GF NTER of EACH WAY17 2 I I I I I �� - I I I -� Z1 u- <<U1.5o� � - 0 - :N, �+ + � I 1 0. Eli V1 itz C071 291.1 1 t� -- - - 1 - — — — �— — -- --- - ---- -- — -- — — - -- - --- --- -J p �n j 3 i JL A r- 101'11 I-,�II I I ` I-�l lO'O 0 m p-a (201.5 ') (2t i•#:0) (201,501) 51M, (201,50') (201.5101) r` �ZQ Sp1/1 � L u 0. �«t "fYl? 55, � a A p N INV y, CD o,N 04 1NP1e^TE,5 PILF— CSP 'TYpC rIu v I f 5EE 55.1 FOR Ptt-E- GAP bETAII_'S . z � o co 0 IIJDIC4,796 T0P OF SLAP CL.EVMIOIJ ■ V o 941 0 r( , ('I� r r kt G� t�e s Q ✓ C°n I rL� (�^o c I . 1 _ PNettcr LINCOLN 11 FOUNDATION / +AROUND FLOOD PLAN_ _ DAM JUNE 19. 1989 uTmo>t PERMITS S1 '091208, 891.'18, 891._;44 28 OF 51 Y L L ,r � 52 . � ■ .:nP.. .i:: i' : .. « : .:.t.ts,.. .. •.. :. ..- ... .. 4•Avn». W......._. ..- v':H'.. 44{:s.... 11 MN I _.... . -. ..._«.._ ..._.—. ... .. - ..urp Rd...1 :-„k«..-el.tSA,vy's•:r:.,iW,M ,., ... -.0 ,;mss_.,,. . n ,uw:,.•«e+.nx+rinaniwswwnaer:- . ;: ._..._ ( �d'MI %�t'Y'�)Mp4t itAfRik,tlAN1I�t'1g1A1 M?kF:: .. � � T�'I't'j't'1111111'I'f'I't'I'I' 'I'I'I'I1111f1'I'I11ttr�ti�lt►t'r�►rltr(111111111�IIIIII111111(IIIIIIIIIIIIIIIIIIItIllllllrlrll�rlrlrllllllltllltllllll IIItl 1111111111r11tl�rjrlrlillirtll NOTE: IF THIS MICROFll.MED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 'r0 THP QUALITY OF TIE ORIGINAL -0 DRAWING. OE 6d 92 17 92 SZ Itiz Ez ZZ la oZ 61 91 LI 91 sl 1r'' EI 21 11 of 6 9 L 9 s IF E z 1"”" • IrlrlNlllunlllllhlHhH111N1,.mlNuluubmhn,luuLolbnrblld111d�olhul6ndnnluulnulunlnulfnllnulnulfl�Innlrnllwdlrn+nnlunlln111nt1►�f1lunllullr�niuulful�tnduuLulbunnullnflnullutl�i'iuluubul'�utluul►ntlr4+�uubur M,', )A ( '- � 1 1991 AP�,IL ��• . ..., -...r-t�! rl.,y.r^ '-m"r!�r1,4. J�,�,?j'•'^1:'�TiIIC: ,•'. .,,rr. '�-'Nr!.• , -... ■ - t � a p t a ■ POST-TENSIONED CONC ETE UlfS �1 1. XO INDICATES P/T SLAE: MARK. 2. PT-X8011 �� INDICATES P/1 BEAM MARK. 3. POST-TENSIONED TENDONS ARE 11211 DIAMETER UNCOATED SEVEN WIRE STRESS-REI-IEVED LOW °ING RELAXATION ASTM GRADE 270. ,9r IL 4. PROVIDE #4 BAR ABOVE AND BELOW ALL STRESSING AND ANCHOR POINTS. ti�R w. �oM`�ti 5. TENDONS SHALL BE CURVED IN ONE PLANE ONLY UNLESS THERE IS 48" LENGTH OF STRAIGHT CABLE PRIOR TO CHANGE Of PLANE. MINIMUM HORIZONTAi RADIUS OF CURVATURE OF TENDON SHALL BE 21'. 6. WHEN FENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 THE SPAN PAST THE SUPPORT. 7. ALL. ANCHORS AND STRESSING POINTS ARE AT C.G. OF SLAB. 8. F-------- INDICATES ANCHOR ENDS. 3• INDICATES STRESSING ENDS. 10. INDICATES DIMENSION FROM BUIIOM SLAB TO TENDON C.G. 11. VERIFY Alt BLOC,KOUIS WITH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS SHOWING THE PROPOSED LOCATION AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. 13. POUR STRIPS - CAST POUR STRIPS 60 DAYS (MINIMUM) AFTER POST-TENSIONING THE SLAB. 14. AT END OF CONSTRUCTION, EPDXY, BY METHOD OF INJECTION, BOTH SIDES OF THE POUR STRIPS. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 15. ALLOW FOR EPDXY GROUTING, BY METHOD OF INJECTION, OF 1200' OF SLAB CRACKS AS DIRECTED BY ENGINEER. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 16. — INDICATES (2)#5 BARS X 5'-0" AT SLAB MID-DEPTH. PLACE DIAGONALLY AT EACH CORNER. I� l� � � 7 �- - - 20'-O'1 — 201-011 -- 1101-o ?O'"O' 251- 411 �, X11 3 -d'1 wI cam" 20'-d' 20'-0► z , 54• ---- _ I t If -- -- - -- -- ------- -- W 1' it 13�11 I -- ------ -- -- '777 7 I I I 11 I— p111 N I�jau „ ,LII I n I 2 %2 4 3 �, 2 II (4 01,4" II ( ( 4�4 ` , 3 I ,�,11 I LII hi 11 IN1.I I IA If I , I liu I wl U I 111 I II 3. I �I 111 I „ I M \4. 4 5 '+ 4 10 l� �' I I T- f�6) I '-O�- I -� _4a I P'r-4p I -N I I I ^ 7-11j1 (/� 6b• ar@ IZ" I- �' � .9 ► �� 3' I�.(,4' 11 141 Ly Q Z ( I 7 I� I I I 3 b I I� c�I �I cam--I 11 � 13//11 Itne , R IITw 7 _ I I _ P:F-4D 7 I l�4 SII 3�4' I �V I II I j II w ( 1 II I n I IA u I I d I'Oil 3 „ I 1, _1 \ 4 I I �2 Pte71 ' I �4 5 " 114 511 11 � I 4 I I ► -r,-, . I I I ► �M. I 54. Cal p 1 �✓ 711 /� I/i' tic 111 �j 11 h I ( �/A II I 111 �I 11 I I��Q II I u I ryu L �I f L 4 lip 4''/412 54 O ' /111 1341 15n 1 1341 151 1 1�2" 15'1 i" IS,A 1 �2' 5111 1'/411 151 �' IM)3/'4 ' I d 11 1 11 II 11 N I I II � ' II q =r= I4 I/� I I /2 IS 11 11,41 I iso 0 0 OFO p In O wJ q 0 t. 1 � � N .► R. " N 1 n ° o , ., o k0 u qo CD d dJ � U m0 1...A •_� f, In X71 Lu �o v rnomT LINCOLN V oats JCTNE 19, 1989 2ND FLOOR FRAMING PLAN 52,2 I/b'I II"011 Off PERMITS SITS912889 891 4, 29 OF 51 ■ 9 I t. L =, S 2 . 2 ■ .-..,•._. R l l •1 III III 1 1 1 III III III III I I 1 1 1 III 1 �..'�i.._1' I III III III 1 1 1 III 11 III I l 1 1 1 I I I I 1 I -, . . •' � _, •.• .� �wwpw :- ,.,, ,,.: ,A •T� i t 111 1 1 III 1 1 LII 1 1 111 I I III 1 1 III 1 1 11! 1 1 III I ml1 l ' Irl I I III 1 1 II 11111 11111 I I III 1 1 1`1 1 1 III I I III I VIII I I I�ItI I III 1 1 III I l l t l III _.rte•,.,• -- - •T I 21 3 45 8 17 8l/ 9 10 II 12 � NOTE. IF THIS M ICROF 1 LMED --- -- —'-- -- ► DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO " THF QUALITY OF TFC ORIGINAL ' DRAW ING. (1E 6z 92 [z 92 5z bz e.z zz Iz 02 61 91 LI 91 sl I'l EI 21 11 01 6 9 L 9 s� t� r f z 11-".'-A" - d!IIIIIIIIIIIIIIIIIIIHILILLInHI1I1111111I111111!111111flllalHullaclltLduulaHll1111111111111I111J-�IIIIIIIItItft1I111111111I1111I1I�IIIIlI1111IIIIIfiflltillll!;iI!IIIIIIIIIuI�I111IIIIlI1[IIIIIIIIIpIIIWLIIIIIIIIIINIIIIIIIIIIIIIIIIII1111W111Il�llll�lq�IIIIIIIl111I111p11L11111 � ` APRIL 11 1991 : r i r v cw 1 F I �f I N a a I ■ 4 PJL-TENSIONED_j2NCREjE Oi S 1. XO INDICATES P/T SLAB MAkh.. 2. PT-X INDICATES P/T BEAM MARK. BO i 1 3. POST TENSIONED TENDONS ARE 1/2" DIAMETER UNCOATED SEVLN-WIRE STRESS-RELIEVED LOW o N e RELAXATION ASTM GRADE 270. a{ 19 _cr 4. I`ROVIDE #4 BAR ABOVE AND BELOW ALL STRESSING AND ANCHOR POINTS. h'JR w. BOO 5. TENDONS SHALL BE CURVED IN ONE PLANE ONLY UNLESS THERE IS 48" LENGTH OF STRAIGHT CABLE PRIOR TO CHANGE OF PLANE. MINIMUM iORIZONTAL RADIUS Of CURVATURE OF TENDON SHALL BE 21' . 6. WHEN TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 THE SPAN PAST THE SUPPORT. 7. ALL ANCHORS AND STREiSING POINTS ARE AT C.G. OF SLAB. b. �--- INDICATES ANCHOR ENDS. 9. INDICATES STRESSING ENDS. 10. ---♦----- INDICATES DIMENSION FROM BOTTOM SLAB TO TENDON C.G. !I. VERIFY ALL BLOCKOUIS WITH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS SHOWING THE PROPOSED LOCATION AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAL DRAWJNGS. 13. POUR STRIPS - CAST POUR STRIPS EO PYS (MINIMUM) AFTER POST-TENSIONING THE SLAB. 14. AT END OF CONSTRUCTION, EPDXY, BY METHOD OF INJECTION, BOTH SIDFS OF THE POUR STRIPS. EPDXY 1v DEVELOP A M NIOIUM STRENGTH OF 4000 PSI . 15. ALLOW FOR EPDX" GROUTING, BY METHOD Of INJECTION, OF 1200' OF SLAB CRACKS AS DIRECTED BY ENG,.. EPDXY TO JE.'E1OP A MINIMUM STRENGTH OF 4000 PSI. 16. - INDICATES (2)#5 BARS X 5'-0" AT SLAB MID-DEPTH. PLACE DIAGONALLY AT EACH CORNER. I I\ 2 3 , 7 8 10 r 201-p" '20'-O' 201-p" 10 s v O WL — - - -- w , 19 Ld'p O 11141" I1 1�� 1" I yZ ��'�4 I 4' W 11 I 1 G — _ I II II _II 11 1 z1/ 1 1'I �7 0 2 �1 4' 3 Q � (4 1411 d � ) � I -)•�'' III Iii _ W 3 3 I I I i It I k� I 4 4 2 f 4 4 4 A_ fill -4 I I I I I -I I i 8,x,1 I ti I I ,� I ! T4 b 1 l I�14 s — 2 -a� WA,,, ;�� I h✓ ( I / BLOCKOUT SCHEDULE N to 7 3 I' 1 (�� ' I , lr� 7 \ I'' I - FrLoo Q It, III �. a ' ' (�� I��a, 115u T it I ,I I 1 Idy ' ( 0 5 w ';' 311 .y' -O'' U_ I� ! 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SIM. ` I — Q T`(P U.Q -0. got {( ( �(} �,I' " I 4 a 111 3 I� " 1,5111 lM, 1.�4• �--`� " 1,153 14 o lo'-OII All 5� �1 lO1-DTI /1_1711 �II \' ". l ' . o, i a a O N 00 d 1 Ur 0 p, �N z 00 C4 @ � n c' y p o ■ a V) pin�ncv LINCOLN V 3RD-6TH FLOOR FRAMING PLAN DAIM 1Uj\4E 19, 198° 2, I�b 11 I I_a I1 anlsoa F'CPM I T9 S T T891288, 891.318, 891..7,A 4 30 OF 51 Y L L 2. 3 ■ -�.�.�� - •. 1 1 Nw,r :._ � „•.�..�..:�,...-,5r-,n„n+. --'' wuSwlu,w,l[�+swx+wxwro �.a.�..,.o...o�s�..,,..«,. _.._ _ iM!sBtl1+.'.>< ;:G51e�:.•......,._„ .. - , ..., .....,....—.. - i III 1 1 11 1 III 1 1 1 1 1 I "h I I I I I II11/�111I1 I I 1 1 III 11'1 1 1 1 1 III 1 I III III III 1 I III 111 II 111 I I III III III f 1 III lI1 II I I III III III 1 1 III III 111 �0' 345 8 7 8 9 11 12 n NOTE: IF THIS MICROFILMED -- DRAWING IS LESS CLEAR THAN I ' THIS NOTICE, 11 IS DUE TO HF QUALITY OF THE ORIGINAL �} ' DRAWING. { _ _—__ — --- -- _. - -- - --- -_... .----- ---- --- — -- _��.__� — �• OE s Be LZ 92 S2 0 E1t ZZ 12 OZ 61 91 LI 91 SI .►I EI 71 II 01 d 9 L 9 S 1 'E•-- a!IINu1HIlIHu1HuIHHIHHInuI11uI11IliI111II1NIlulluuluunluhnuN1111111I111111111I111t�1111IIlll'IIIIIIIIIIIIIIII11111�1.IIIIIIIIIIIIIIIIINt1II1I111111IIIIlII1lII111lIII11IIIIII1111I111111WI1W�UIlIlI1111111I111111111IllltIIWIH�A�11111UU1W1�1lIIIIIIIIIIIIIIWIIIII , APRIL 1 Z 19'91 . .,.:�..,-.IPS ':� i:F...�. 8'.;J, m,ye€:.•:• a."�..AL"��- 'b.', ,-,��.r.:T,., ' I 4":, �i✓�h.,S St'S4 '.�:1., r_..r. .. .-. ...... .-n1 w . , �. , T-' ” .. r .''v:- .._: ,I....•.,lV k.gpn,.. � f4T G '6 TIIF` 'tMm YY u�,r-+ ,,. ..y,l_ T•„ • •..„,.x, .. .,,:.fir �-�" ..,., , .. , .: U .. � . ,,. � al r.�.. 1:, ,.. ..., _ ..; .^rth'^ � �^!I^l+ r ,,.. .. � _ . .,, ;"`iii. ^rr'fi^.,. ..�nr�,^• ■ I V ( � � 1 y � OSP T-TENSIONED CONCRETE NOBS D FIROFE 1. INDICATES P/T SLAB MARK. olrr 2. PT-X INDICATES P/T BEAM MARK. el - r 3. POST-TENSIONED TENDONS ARE 1/2" DIAMETER UNCOATED SEVEN-WIRE STRESS-RELIEVED LOW ore N RELAXATION ASTM GRADE 270. O 4. PROVIDE #4 BAR ABOVE AN BELOW ALL STRESSING AND ANCHOR POINTS. w JuIrk 5. TENDONS SHALL BE CURVED IN ONE PLANE ONLY UNLESS THERE IS 48" LENGTH OF STRAII,HT CABLE PRIOR TO CHANGE OF PLANE. MINIMUM HORIZONTAL RADIUS CF CURVATURE OF TENDON SHALL BE 21' . F, WHEN TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TINDONS A DISTANCE OF 1;'3 THE SPAN PAST THE SUPPORT. 7. ALL ANCHORS AND STRESSING POINTS ARE AT C.G. OF SLAB. 8. INDICAiES ANCHOR ENDS. 9. INDICATES STRESSING ENDS. 10. INDICATES DIMENSION FROM BOTTOM SLAB TO TENDON C.G. k 11. VERIFY ALL BLOCKOUTS WITH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS SHOWING THE PROPOSED LOCA.:ON AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. 13. POUR STRIPS - CASI POUR STRIPS 60 DAYS (MINIMUM) AFTER POST-TENSIONING THE SLAB. 14. AT END Or CONSTRUCTION, EPDXY, BY METHOD OF INJECTION, BOTH SIDES OF THE POUR STRIPS. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 15. ALLOW FOR EPDXY GROUTING, BY METHOD OF INJECTION OF 1200' OF SLAB CRACKS AS DIRECTED BY ENGINEER. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 16. - INDICATES (2)#5 BARS X 5'-0" AT SLAB MID-DEPTH. PLACE DIAGONALLY AT EACH CORNER. — --- --- - 1- 411 -- i P7 �_'�„ 20-1011 201-0" W Ia'-G,r II I I I �1' IUI-ON fi 17111 >:><r- 11 I�/ 11 1+All �_ I 'V 1 (lie ► U / � Ey- 0 I 1 �I w II I fill y %.. , I 2 �` I/4 I I��►` 1 w _ '71 i /, �� > y 0 = I-� • i 2 o ZM I I I I I i I - I O — — -( %_ i I - - -- --- i -- —1 - I -- IM. �� - _ C � �Z" 21' J to I 3 11 II ,1 ' M,I 111 � 11 „ 1 11 I III 1, I 11 I � 11 � 1 I � ,� II • � 311 I I/4 I �a I i2 1 �2 z 1 ,4 I ,•11a I � 1 �� 1�_ N k� , I w I11Z�114' 5 - - _+�_4 �--— - I— — _— -- — L_ _ n ------ -- I ' ------- ----1 --- -- uuj - l i 11 I s�J' \� +(1 # I�" N 3i1 F. I�a►1 I „ 134, I o/.`d' r 3 /� I 4 � (3✓�jl �n l 1�4� �� 1 I �r�,�l � � p 3 " I�g/ 1 w .I I I , �. N 1� 7 I Ij I� },- 1 ej� 11 ,, ! �' t u 174,E I�/ H 14 i ♦I 4 1 I�4 I7• o��- I I 1 11 _ CC ' I " 1 1 1+ Igf ,1 5 ' 3. 1 3 �q l no LL_ ce - _ — - 1 4 --- - — — --- - -- -- - '� '` — -- -------- —- — Pr'4C2 ", I !�T- FFG I— 2 w \ !� ? 1 �j I�i/" �• i"--• C, ,II (1 I'�/•d„ i,_ I� �3r/ I� � k 4 f � fv P?. S l.P�i3 • TYF' i 1.1.1.0. I I I SIM, 17 k = I ;2) r7 TOP f3GT, TYP. �4 11 ,1 ,I I I, 11 i1 - 1 II I 11 41 4! C I — 2 4� 2 <�, ) 41 3 (�• S%�u -�--~ 2 3 „ 1141 I 11 I ��II I ,I II � I I � d II � I� 11 • w » • O IM. I I 1/4 I I I I 1/2 i I I Is. _ I 1� I ,3�„ Woo, 1,/q, 14"1 11/2", I" 11 1 y21' ( 1"14., I 11 I -.- _ _>.`- ..-T °s 5°0 OP\ - —- - - - - — - . - - — — -------- -- -—— —- — -- -- -- --- ---1 - — — a A tr»0 —ON1 �.i `• � •o ;:On �.: y Cllr, ,wp< 10�0 t✓ � �` °�° A G u r N 1/ L- ' Ol � fV .► lI K.5 _ 1x 08 1 P I 0 woo 1 F N O r� ��Gw LINCOLN v _- d ns_( 1 2 7TH FLOOR FRAMING PLAN - �� - ' � - � Din JUNE 19, 1989 �c, 1451I q.D1011 PERMITS SIT891288, 891'18, 891:'44 °1 OF 51 I. X52 . 4 ■ u,am.dnk !I<'fli.. ` dr'",,�i_ -w;a'+Y/1P4�';i' A'"uSY'flil '....,P �. �1111t'I,I,IIIII,I,I,I,IIIIIII,I11,1111111,1111I1111111I1111111`i1111t1I111I111�1111t11It11I11fIIj11111I1111111I111I111i1111;�1�1111111I1111111i1111111111111111�1111111IIIIIIIII1111111IIIIIt11 u*Mr�� r r , ,' r � N NOTE: IF THIS M ICWIF I LMEIi DRAWIIC: 1S IESS CLEAR THAN y 7 THIS NOTICE, IT IS DUE TO TW, QUALITY OF TIC ORIGINAL DRAWING. �C E2 92 J2 92 S2 Y2 F.a 22 12 OZ 81 61 LI 91 81 1P EI 21 II 01 6 9 L 9 'S -,r- Ir E 2 1"•��' i - In1�lNllnnlenllnl�uulnn�nnllnl�UuIN111n1111;n�uehul�tmhmlunllln�111111111�11UJ1111�1111111U�ti1111111�1U1111lj�I1111i111�11111N11�111111111�111111111�111�1111�111IIIIII�IIIIIII11�1111�UII�IIIIIIIII�t11111111�IIIII1W1111III11UI;1�IIil>�tlliil�llUllUl�lW111N .r�, _' APRIL% 11 1991 g. '1t7.Y;;.« �Y� �."4°1i:. , .. . is , 0 e I r 1 ■ t�LTENSIONED CONCRETE NOTA 1. 'O INDICATF` P/T S1AB MARK. 2. PTX INDICATES P/T BEAM MARK. J,Q11 3. POST-TENSIONED TENDONS ARE 1/2" DIAMETER UNCOATED SEVEN-WIRE STRESS-RELIEVED LOW RELAXATIG:i ASTM GRADE 210. IF, 4. 4. PROVIDE m4 6,AR ABOVE AND BELOW ALL STRESSING AND ANCHOR POINTS. 6wq W. 30 ' 5. TENDONS SHALL BE CURVED IN ONE PLANE ONLY UNLESS THERE IS 48" LENGTH OF STRAIGHT CABLE PRIOR TO CHANGE OF PLANE MINIMUM HORIZONTAL RADIUS OF CURVATURE OF TENDON SHALL BE 21' . 6. WHEN TENDONS ARE TERMINATED ATENTERIOR SPANS, EXTEND TENDONS ADISTANCE OF 1/3 THE SPAN PAST THE SUPPORT. 7. ALL ANCHORS AND STRESSING POINTS ARE AT C.G. OF SLAB. 8. }-- INDICATES ANCHOR ENDS. 9. INDICATES STRESSING ENDS. 10. 0 INDICATES DIMENSION FROM BOTTOM SLAB TO TENDON C.G. 11 . VERIFY ALL BLOCKOUTS WITH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS SHOWING THE PROPOSED LOCATION AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAL. DRAWINGS. 13. POUR STRIPS - CAST POUR STRIPS 60 DAYS (MINIMUM) AFTER POST-TENSIONING THE SLAB. 14. AT END OF CONSTRUCTION, EPDXY, BY METHOD OF INJECTION, BOTH SIDES OF THE POUR STRIPS. EPDXY TO DEVELOP A MINIMUM ';TRENGTH OF 4000 PSI. 15. ALLOW FOR EPDXY GROUTING, BY METH.)n OF INJECTION, OF 1200' OF SLAB CRACKS AS DIRECTED BY ENGINEER. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 16. - INDICATES (2)#5 BARS X 5'-0" AT SLAB MID-DEPTH. 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J F+ A o r- , +.•+ QO N � � N 0 moo ' d , u u toN 17 O � oo m SCA is ,Flows LINCOLN V nAn JUNE 19, 1989 ROOF FRAMING PLAN _ SITS Ile) — I'— o" asrtsoTl PEF<OITS SIT891.2e8, BgI318, 691*44, i 32 OF 51 J v $ 2. 5 AD mw 1 I F I 11 III III III III 1 1 I I ► T VT �►°� III I I I 1 , I� 1 , I I I I I , 1 ► i I I I I I I t I t I I LII I 1 I 11lII 1 1 111 I D III 1 1 III 1 1111 1 I III ,'' I II 1 1 111 1 1 III I I It 1 1 III 11111 I I III I I I)I 1 1 111 1 1 III 1 11111 Ill 1`I t 1 111 1 1 III ► 1 1 1 1 Itl I �4_ 15 6 7 8 9 1110 11 12 �r NOTE: IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN i THIS NO7ICL. !T IS DILE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6? 92 LZ 9? 92 V? E? ZZ 1 OZ 61 81 I1 91 51 bl EI ZI 11 01 6 9 l 9 S ti E 2 1miLow - 1111iuNhu11U11111NLINh1111NNInl�unhulhlNluuINI117H1�I ,N1lauhnlhudunluultulllutltlulnulnlllnaltlllllnlliu111ntlnnlnulcaclnuluulutdtn1111!thutllutlluJil�Iduuluulunlnuhulllulbw,�iulun�ut�IulluulnuhulbWlun ., .. - . 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' I 22 SHORT �11 OTTER HOLES 51NdmLS 5HEA.!'�, It e4fl-TE0 tMAt� 6ONN. 5CHM O / /FJ Ft- /0 A325 F I ` �I.TS (TYP) I CONN No OF *MA-rE 4�AZIN r",IN W 1 _ _ TYPE 501.1 LFIWgTH ..1 KI i'S welb T, Li �EMA•RKS I 2 2 CSI 79 .177 0 i D911 _ F— � ?S 5 x �5 X 4 GO t, . _m 1 Or CORE I � ❑3 3 0 12111 25•'3 — � — wM1.1 — G - - 4 5 — - � Q I Y41 5X 22.5 W/5HoRT 51.o'f?En 5 15 V. 5 � `�I�o � I ! HOFAIZ - HOL Ge�v F,09 1/8r Q Co 18" I AS25 F EOLTS - TRIM d' FL&N GE ep L - Ab REQ I C CJ _� p-I- ' � D-I S 'TUIGIJI'�UG►�.I-L- U,� WT8',�2�i WHF�R� RFU 6L� �e--+ Kaor- 'ro r1 EOH, F LIZ) QOW or- Ot71.'TS (L<rSG2'b, x x x 1 �1, �p�� 7 TYP BOLTED BEAM CONN a TYP BEAM TO TS COLUMN CONN_ q TYP BOLTED BM CONN Sf~-qED � Co 7 � 52. 52�ca 5 2. a 1,10'r Is `^I - 3"- 20 GA• Gori Pvei;ITE r-L000z. PE.&K. 21/2" cowcre-e-r; -roPPII.IG fT forfo'W1.4%`n/1.4 WWF X❑ - INb GA'fE5 80L►TE5' e>m- GONty. 74e7`M tIM O /52.Ca , 8/52.Ce �, 9 152.I.v T=om Oe7P,1I.5 c5GNStJULOS- aaa 2 MECH. FLOOR FRAMING PLAN 52,l0 1/811 _ 11_x.1 H � 71,V k— I - -v�/12 x 17� • r=� K Fn raw 1.0. 9TEEI,, •� > V-'3UU.°j0 el www O=0 Fd TUIZIJ 13U61.L F- _� r N N - � TYP MFLH, Fes, TO owt ( D u u �.�� ` 1 0+ •� U N I � A. W N U 3 z WM , - — - - --- ------ -- _ c 0 In g Fv- - PRGXCT UNCOL.PI V DAM JUNE 19, 1989 Ware: - 11�Z - 20 Car'+ . sZOOF �E_G IG t�l!laoA 3 MECH. ROOF FRAMING PLAN SZ 1•/a" i 11,-011 S.x,1t;, I��I FEF'MITS SJT9 �G1L L 91,-SBa _ a�lr S •6 • . Y I OF 51 .... , .-............. A� , I I � 1111/',t11,11I1111111{Ii11111111,1,11{,1,1111�11111I1{1111,1,1,11111'{1111111�1111111IIIIIIIfl111�111{Ilt,lllllltllll{Illllllllllltll{I,IIIIII1,IIlr1{11111,1Itllllllll111111�11111,1'lllllll rr ;cM�Jrn■..,.._M.. • . _�{.__._.� 2 3 4 5 - 6 7 8 9 1110 � NOTE: 1F THIS MICROFILMED ----�_� DRAWING IS LESS CLEAR THAN 1 THIS NOTICE. IT IS DUE TO 1 i THE QUALITY OF THE ORIGINAL --- _- ---- - - - ----- --- DRAWING. OE az ez iz +iz sz ►z ez zz Iz oz sr el LI III Iil hl el zl II o1 i o t 191 S.!�----►11 I�I..••-- � 1"',," .' �I ' ,rg{nnlNn{nuluu{nnhnl{nulnn{1111111II{11111nu{uuhm(hlulun1a111n11{111111111{IIU11111�111111p1{111111111{11111'lll�lltlllfll Irlllllfl�tittllllilitll{illl�lfll)f111�111111111�ii1111UIIIlUUN1{INIInu{1111111111111111WI1�f1�lUllyllt111111!!11111a`di111!i",'lint � �' APRIL' 111 991 • t N It I Y . C�✓✓ � �� N!Ol l � Wl tiOq W.J � I ---_ -,—„-- - s —- r2�00 F is - ---- SEt PLAN ": - -1-' — -- -- -- - - -- i \9 EA • FhGlw _- ___-- — _ -- 4C 1 s _G•G. EA . FO.L FAyE _ �i LL� EA,r I ----- - A 10 ul FA. FAC-a J �. FAGE 9 A' i• } F' E.L. 1(07.t'>. J -- — — — — — - — - - — LLJ W all I p Q aGE. - I --- - ---- - 4 �� Icv" o,G, F E;G,, FP•GE - EA, FAGE EA F tui IL sp TH F LOOK '1 - C 3)#10 I j _ _ s•t, >. EL. 255. 17 >''' r. — — — �,...w.,. .A r r•^ �I W DG. M. U, i I:04 60- 149 (01611I I d U) -- .4 @ ICo O,G, 4 c !!o" OrC.'- - O d 4C�1(o 4 4 EA, FACGE \j LL I EA•F EA.F Qj --- ---- -- ---- I _ 4 T+I Fl.00ft i3)*10 c./� - L -r.�—. 1�) V ) � W IL LLJ �r �4 @ cL�,,o LLJ I G, I I #4 @ ICoI' 0-6, #.d ' =cQ I �, FAGS -- — 0 1�' '_--- —! FPLF �, .&,e ;,1 0 ,F N � .r. .:, ——— - •, : _ 3RD FL00 R ; I-1r:511w-10 14 64© IColl O,G, `36 - -- w A= -- J ua U ip 1 2 WO FLOOR, P—L. "117 1 7 r — — — -- — -- -- — — ,.., - :�. r — - - „ • I --- I V = W I4@ ICCo"O.G. J -- i— ,., :wt: .;•••T y I -._---- �.�i ^Y '••' - o.�. '•111 I ^ A =F0 �; � � Fo K GOL. R E I►J F. I � =`cp' vQ I 1 ••y°+++ ~• COL, SCHEDULE sws (TYPIGAI.) I I N p ul * � \ J I I a f #� c-) I&" 114N \ U LL F I I J o a a� d o f� ►ll I I 2i aqi 0 � w � Tli� ___.--'-- =--'-- ---- - .._._.y_. EL.r ZC�`}. 50 _ -t!•:,1y '-7'.ri-zrry r;T- ,,;,• Y _ I i.{ U O^ #4�' It's OG-EA - � -- #4 F. IGo O G EA. FWGL� # II --^~ - - ■ o rn .ar.. — -- _ --_ _. ,--_- . 4 ac ICo G EA. —FDN Q r PwojwT LINCOLN V cue-k. 'I"kif�lV�E1�s ICl 4Cb: 1(aIIO.C,• �4. Fj�►LE NIGI�I.lE55 ID�� © V dere m. .ne�- L — 1i E.A. FAG E. SHEAR WALL ELEVATION - � IL j L � � �4Cs� Ib11cx, � r�r o.� Julys 19, 1989 SMEAR WALL ELEVATION G SHEAR WALL ELEVATION SHEAR WALL ELEVATION g3. 1�4� � I �-o I/�►" �! I/4 " - !' v" HOTS LOQOZR-TE FUZZ 5MEAR . WAU. 5. ' FERMIT3 SIT891 '88, 85'1 :18, 091 `01 bELGtN 1NP FLOOR _,. I S 5000 P5 34 OF `,1 1. t. S 3 . -1-- mb,moimml WIN ■ 'KI . h X1111+111111111111111,11111'111 111111111111111 1111111 1111111 111111'► 1111111 1111111 111111 1111111 1111111 1111111 1111111 1111111 1111111 111111, ,111111 1111111 ,111,;, 1111,111,111111 _ G —• N.)TE: If TH?S M ICROF I LMEO 3 4 5 8 7 8 9 10 I I 12 CRAMING IS LESS CLEAR THAN ' j 111 IS N01 ICE, 11 I S DUE TO THP QUALITY OF THE ORIGINAL DRAW lrx;. 0¢ 6Z 8Z a 9? SZ ►Z u 22 IZ OZ of of LI 91 of ►I CI 21 11 01 d 9 it 9 SI-.--�•-►I E 17 I„•' - ,n11uNInLlInnllIII Inuh,nlnnhnlluulnnlunhnllnubn111u,h1r,b+NI1n11lullunlpUI1111111IIliPIIIn111I1111111111(1�11111111111II111u11g1111111111111111111111111111111i111111111�111111wIppinDlun1111111I11�11N11W1HN W11llllllll�lllllll)11111111�1UIIIH APRIL 11 1991 Y P C q,9!-.t r. J. ..+ •. .._- ,,: ._•' .i , ,,.-,. .: ...n..;. .� ':.. , , �� h F �„ht. , f`� r: a t 7. ..'., ��4inf !.. .'+G'7+!'4µ,Nt, -..,. .. -^ ,. •aw..-.-.uu'+,... _. • -- �i _- _ COLUMN SCHEDULE -- - '-- — - -- .al'A 7,C'o,-7 b- e, r , -'} v-ea S - �� E -rDP- 4 ©- 8 +M GoLUM�I 4 I,G-lo, p•I, D ►O E-2 C-9 ' k r> 7 E- cv•S D-5 E- 7 MP��K. E 1, IO,F 1, F ID D Z 0-41) to �� ♦9 _ - j N 46 CA G -2 . G-9 ---- - --- - ROOF 40L, TYPE A P. .a. A 13 G G r q Ii LOAV 1'> Ig3 r 32 q 113 97 113 --- --- ----- U � 7TH FLK, — ✓ ' , 7 ] c�. GoL. -T fPE ,b A A A G G d _---- ------ S C) TIE. `2FAGINO I!P ICD ICo 16,11; ICG 9 17 vJ DEAD LOAD 140 I"1Z Ic'oly 150 1128 196 P 199 131 r Li LOAD '1 52 71 52 52 52 tt -� 60 -f H FLK, P N —T4.1 --- --- - - -- - ----- - _ _ _ N i coL.. -NrE \ '� u TIE �PALI NU ICv 9 9 � � I lD ICP I(D ICD MAL? Li 211 221 313 195 301 349 LIVI: Li SO 45 C'o5 101 9" 6:11,5 &j G42 S'TH FLK , GOL. TYPE A A A A b G G U nE 15PAGIW6 ICD I!� ICD I ICo TYP. COLUMN TIE SPACING �' TYP. BOUNDARY MEMBER TIE SPACING PIv^D I�P.D b Z (S\ 3504501` o- `'Ze « �'� �O3 # `&7 78 7 107 78 78 7a41 �•I GOt,S T`PPC G � D O!`ILY 4 TH FLR * _ + + + COL.. TYPE �, A A ,•�. ' Fi Q G 0 G p TIE SPALII�►!a 169 ICP I La I Cp ICD ` o� \' DEAi LDAP 31,5 379 .415 378 673 Li P_ LOAD 6>9 9'9 125 91 91 91 w 3 RP FLK, P-I Z WALL eiLF_VN.TIOl.lOj GOL. TYPE A, A O O A. A G G D SGHEI�ULi; ! 5 TI0115 TIE 160 ICPO Co ICD I(J7 9 9 9 C / DEAO LVAD 4 Z4 4\ '458 _ 5li ^ Z4 6:66 = 5A 5 600 7 703 - W LIVE LDP.v 78 Col a 104 97 I�+3 « 104 104 .. 1o4 WELL. 1 • •_ - GGL, REI 1J F, �`D FLK, t - � �; ` LJ zrr Is SEE SG�+�.DULE 0 IGOL. i YPE. A A TIE SPAGINCa ICo ICo IGS Ici ICP 9 9 9 _ r �r ---HOOK. HOKIZ, 150\90I MEAD LOAD 4i5 537 SCP 0 530 605 e^r, 709 621 U �✓ F02 IZE.Ifi SEE @ END OF WALL L.I VE LOAD 67 7r-, 117 w, 1091 ICPI 117 �. 117 O 117 LL- WALL- ELFWATIO�i 6390up FIJI. ^ ^ r P - _ SE Piz oil _ w -r1 Cd"'�'r+'�" '�t�• c � m r /r r�+�u-�C 7 /�An-1 ` aLt - `>.4'I _ — �' 1. 7E TEIJSIOh� SPLIG� 0 - SEF PET,-,IL fo/Sg.l FOP. GOLUHII C.OWEL L' EMP.5EoME_WT Iu'To FOOTI1.1Ca WALL AT COLUMN WALL AT COLUMN - eoWe_ For_ e_ow -11.12 BELOW 2ND FLIC, x74.1 911�u- I1-0 " 3/,411 _ I-pN IS 5000 P+51 . r � YY 'T*r Q a �P.Izs E>A IImill � �4 AIZ�j LLl T'r11 E P. 1� „a i yI AL". I I i6z-p of Q LIJ Ali 360 BARS u ��-• 2a bA Izs Tyre D g TYPICAL COLUMN TYPES I i a Wes q srz col u M -r �io� a v ds° �PLIG� '56HE IPULF, A Z` o 'moi 4.0 13AR SIZE. KGJ I O •r� \ ,� 11 Op p m CO V to m V 8 5ii ■ I `-� ov�iQ 10 dI v 6P6 LINCOLN V * b2l 0 ( ( loll' DATS JUNE 19, 1989 nrreto>t I , PIFIRMITS `11-8912HO. 35 OF 51 i3 COL, TENSIOiti SPLICE SCHEDULE i L L 9 4. 1 ■ ::,,:„ •1: -z+�dllrmal+w+l�a ��y�^� Il' M�1Ae1a .__.. ._. � '�f' .• l llhlllIll 11t1111111`11111) IIllllllllll111111i1111ltlllllllllllllll1111111111111111�III1111'IIIIIIIIlIIIIIII1111111I1111111 ,.K __.._ .mea _ fie ,fr A NDTF: 1F THIS MICROFILMCp ■ 1 ? 3 4 _ 5 8 7 8 9 _ Iq 11 - 12 DRAWING IS LESS CLEAR THAN 1HIS NOTICE, 17 IS DUE TTJ THE QUALITY OF Tlf ORIGINAL —� —.__ DRAWING. or se 92 It 9?, S? b2 EL 72 12 02 61 91 LI 91 91 *1 EI ?,I 11 01 6 9 [ 9 S t E �? 1�""' ? _ s 111hmhullunlnuLHlhlolnnlnnLnlluuhnlluuhuduutilMlllolanhwlludw11ul11tlnlutdlnlhn111ulluulullhnd�n111n►httllnnhntlnnblulmdnnln�thu111uduullwluuhmhu1hn1111nlnubw11a�1uluu�tulwlll,tuhu11u11�Iwlnn _. APRIL ]. 1 1991 r + N � R 1 Y -- �. RIQ p IOr,I POST TENSIONING SLAB SCHEDULE 6k,� PRUe4`�b Buil MA P WIDTH OF AFP e0Q9F_P REIIJF. ADD. *.F 0, �►U STRIP SPAN P.�OT._ REI►•1P, GRI D -roP REIQFrI9�L 19. e ��`' SPAIJ r'DICGE �A 1► .— - VARI Eft V IAS SEE Pl-AIJ I �q L 9.. '4 O I' PL P W15 F120V k� ,?OP KE!►JF. 4@ ,n # :, 1 Co D.G, ::Y)L (_1.IJ.0. ` c �j-rT©►�'1 OF SI.A� - - Y . nN P/r �l..P.f� SGHED. �t�P �•F+►�IF ,11 �N i L_ I O,G S C� *'40 12 D.G, 11.5 K/fD'i. 8-9 i�-t�(J 12 U-G ,�J IFc>�� fUr10•G, I,� 3 �\ -- - - - -- — - 3-�4W" aco, �� C� �� C� 12�� ?1�� K�FT, s. - --- ® SC IO" O,G. I,5- 3 TYP \ TAPS SLAB K�Pf, 4 C I'2" 0,C., K GENTEK OF GKAV ITY #d4& 1'2"0,G, DP TENDOfJS SMOOTH �� - _ CTOr. FtFJI.IF 4 C-) ICv0.c, F�- PAfU+.EI�G TYP. U•IJ.O. tit (T'YP) SLP SGII�.DULE4C I'2" D.G. .5k/FT, 12° O,G, 5,ca -04012 01G. CT� -4 w;NF(Tam P. ) , II NOTA; 3�-D" 17 ,5 K/I'T• � 4 4@ 12"Oleo, Q�S,(o,�j �d C 12 O.G, ID,� �I�'f, — Ef`�D 5r°„�.I�l I►J7E210iz SPP.tJ REFEI>L TO I / +`2 Folz IIJFORMATIOIJ � SHOW►J , 4C TYPICAL P / T SLAB DETAIL 2 TAPERED SLAB 0 -8" I�.�aKj�-r, 14�0,�, a tt tt 1 <8> -7 CGS 3-O' K 4- 5 #4 a 3,y,5 # tl �� O QIP _ VARIX 0 C 12 loll �� 7,8 SEE PLA � U P> ---- ToP ftEIIJI, [y �I I O0)"On 17.5 K/PT, 2- 3 It-4 � 12 Q•G, r 2 ,`� #�C� ID" O,G, I,S-3 K�F`T, *4'"`t'-d'6'0 Ia"Oleo,. I SEE SGHEp. � 0 _ Old :it — � -- - - Jt w 4�� 12 O,G. I f�• 3 �}® ILi''v.G. � 8 - � 2 "r-) * 's' Co IO'' O.G, g 1'7, /FT, 5-C #t�C 10"O,G, IZ $-8 r-- 9. 0 } � 121'O,G, � ,.G.. '7"FPT REFEIC TO For- INF02f"IATIOI.I t,.11JT SNOvJ�j, - e,r' NOTE. t O13 2,811 I?.GJ� �-V ��}, d I,l•IIO.G, � �� ID ' o.G, K — ALJ- PARALE:� f'-- T. C 14."to eo f O SLAB TRANSITION POUR STRIP EDGE OF OPE s NING it-oil 11.0" KADI Uh/ (1):#'5 - -- � ^rP) ?OP �Tf �RaE OF SLAPS -.,� GUIZVATUp�E P^e30NAL5 �"fYP.) Flo \ q �) (I TDI D T, E'+ Aol 02 sj SLAB SCHEDULE TEMPERATURE REINF. G1-� =' ��p) � Top Ic°r, c �-1 Q _ vu�r, v� w MAIJKK. 1) 11169 J WT. Pao ft 'IbP P►.�5 REI"IARI� SLAB 'fHIGK.IJLG� REIIJF�DRGE�f-�IEIJT - -� --- Vx 51-A6 OPF,LII►Jh it�I, _� -it � !s' _ - 21'-o'I RAMI L►� ?YP.(4)PL.cs. \ �,0 czo•2 fo" *1+016' #4C-) 16' GOf` I - O (.rye.)) TP �5 I. /�I,l.. of EI.II►JGP� /f*, DIr�IIZ�,tJ of +2� *4@ �'� *4C 16' GOI.I•T, MUTE 2, �HI,ORKE�NF,R hg hAIU.APc;rr& WITo �A,j ( "TOP �►AR9 �O�L ?7�S-f IZ('-ryfv. -) UN17 d?EhIIIJCa , KF-I+JF• INDI6ATME? ON THE +J Norte". PRcm12 �) PSI POST-TF,nlyloNlNca TENDON LAYOUT AT OPENING 7 TRIM REINF. AT OPENING b EDGE OF SLAB DETAIL a lot 1'-o'' ;to r. Oxo J \ U.t u Y a C4 O t- .-, as m -. a 0+ N I >� U u a. ovI ko 0 O b N c� 0tOp O � ■ a � in P11e T L INCOt.N V net TUNE 19, 1989 Rtl�orl • 1'[8171288. 891''18, 8917-44 6 OF 1 L L ' tltluer S 4 s 2 `t +�I title`�Iltllltltl+f+l+I+IIIIIIIIIIIIIII11111Ililltltl'Itll]11tI11111�I+Itltl+f+lII111IlJillI IIIIIIItItlllllllllflllflllllllll111111111!1111111IIIA+ +IIIIlIIIIl111111111111,1lIIII►Irtlllll �„�,.......-... �.... .. "'� 0 NOTE: I F TH IS M ICROF I LMED "" i Z a 4 5 _ — _ fle 8 hllld I-I 12 ,l` DRAWING IS LESS CLEAR THAN THIS NC ICE, IT IS Dl1F TO 7 THE QUALITY OF THE ORIGINAL DRAWING. QE 82 92 LZ 92 SZ hZ EZ ZZ IZ OZ RI 9f LI 91 SI b+ EI ZI 11 01 • c [ 9 s 0 EI a •� ,nlllllllunlunhullnHhnrinuhu1111►IlllllllllllUui•.rt�t+uluul"uflulllUllI1111111W11111111fIH+IIIIIIIIIII'111111�IIII1111N11 IIIIIIBIIillll11111111111111�III111111�IINIt111�I111�IW111ll�111111u111UIII11111111�I111�IW�II11�U1111111I1III�111111111�1U111111 ,'� APRIL11991 I ... j' .,[; .!I. ...c,°I;'. :u..�,�.lAif,!^'!',._., I M;a,, in 7. 'P'P r,... ,1 '?M1.,IP.:,- � i.•� .. ... ... .I 1�"t .. .. '•1.[+MTS.. .. ..w.u......, ...-.. ...�..__ .. .. �_.. ... i, .. .. i.,. r.: 'i ...n...l.M, T7 .'..;,. .;, .., ..... ....:...i.., :.'.i: . ' i't,�l}•.,,�.`+... ., r. ... _.. N9N11lIre a'n1W>`... ...r . 't 6M;ca' a`„!Y-.'"i�.ii°'•cronRy'F"l r'T, .... �, •._ -. i u h .,-.. _ � N a � 1 y • ---__—' K117 (6DRUP POST TENSIONED BEAM SCHEDULE �4UPROff� 13 D I XZ FEFF E' 1.{I�EC.� iN FORI.E.ME.NT �� 41 Bull O•G• TYP I).iJ.D• r A+,KK. ( 111,) / 1rJ.1 ( IIJ ) ( 1FJ,) ( KIP�� c� f, E 7 9EMARK�a -- ---- - -- .��`"ofn . -- - — - _ �I hT- IP. �ylp 1 16 373 (2)#6 c 17# 7 (2)#9 (T)# 7 (2)""i 12"O,G• ---- oluce 8' It a11� STD• 90° Hoo K. – SPAN f��r1 W. JO�N�� PT- 15 2sr 18 Co 8 320 (2 9 (2)#7 (2)'u9 (29 (2)4 `1 ENP iCE►1 L R6�'�: oW END ' O,r, 9rAl.MS ONLY (EYP U•nl,d,� �`-!( REI IJ F: G �►J F, G PT- IG 30 Ib Go 14 3C)9 ([�*8 Z) "5 12" O,G: - - - x P x PT- ID 30 18 l0 10 420,7 (2) B (2) 8 (2) 9 (2) ? (2) � I?. O,G• - C3q .rt{�'' PT- IE- 24 16 7 13 293 ('[)#'7 (?."7 (2)4te (V*7 ('L)"6 12"oz, 6f-kmE1?- OF GR.AUITY I OF ZMUOTN PT- I F 24 16 Co 12 215 (2)� 7 (2)* 7 (2)" 7 (2)* 7 (2)# 7 It 'Coll PARAbOLIG GU �/E f { * +t Co `• ADP. yT1RRUr'i 0 RE.IIJF, a- ✓ REIIJF b F'T- Ick 30 18 �+ 12 373 (2.) 9 (2) 7 (2) 9 (2) 7 (?)101 ENS REr'!, Ksalp, op Ewo j� � I Z'�O,G. 7 24 18 10 213 (3)#7 (2)4 7 (Z)*7 (2��] I-z" O,G• L /" -- L 213 r'2)*7 (2)'� 7 (4�� 7 /�-z : 12"O•G GATEA:�+ TDP 7'.` Ni:XTEN V Ep f;T-4A 30 Ib Cv 3410 IV ac, QUI E>EYO1Jp F,AGE OF GUPFt9PT- TYP, @ I W T• WALL AND I hJT, �i~Ab GG 1J D. �� PT-.4k3 30 (2)#9 (4)"-) 12„O,G, _ BEAM ELEVATION PT-4 42 Ib 7 5840 (-4)'x'9 (.I)#9 (9 8 Co"o,GI -d" HOR1L, Ill . 1'-0” vER , I°T-4D 30 16 , 7/2 fo . PT-A-e 2�4 18 7 37?d (1} g (2)*8 (5)#g 12''O•G� !04 @ 12" o,G•- 2' 2' - ---- 0-4 f-q0 It" 0,G, 2. 2'' "4 ©��' 12"o,G• F'T-4F 30 18 7 5Sa! (3)#0l (2)�tol (4) 0l IZ"O,G. 5EE SECT.V-,5,7 -- � � GFrIJ'TEft 0►- GRA�/ITY I • - I (2)��1 1 � r2 � " O,G, NO '�. (/ -- I I :.• .w, �-•LI F'T 4� 2 18 O 9 1 7 8 /� REQ F-,AR:AE�OLIL GURU 1e. \�t _ EZF.If`lF, c. KEI►JF. c. - ��/ STt7. �10* HG+Dtt TJ�C. PT-A H 'SO Ib 8 3+iO�o3 ;, (2• 9 (L (?-)q,7 12 O•G. I (T1'P• U,1J,0, ) I G -- -� r -1 W 1 1k a . I I I }• � � — � Tom, , F cA r l' iZE11J F G� U.N,D, Rel N F, b KeJ N , DLA D•I L Z F--� __-- --L -- ------ .. _—__ --- _Lz —� — 01L' U w 10 4EA.M ELEVATION PT-3 I-01, NDRIZ, o = 11-01, VE(t?, 3" #4 9 1211 O,G, ?" 2„ #'¢ © @ I Z" O,G. 2L 2" " #`4 �) I-211O,G, _ :*4 © � I?" o,Go,&.. ---- 2., 2'' *4®co I2"ac,,_ �,l --- © @ I2 SL.p.B 1-61fz6ex OF htil �'Z 4 P SPAN �rJ TYP .4(1 , // aT oPEr4I1JGa SIvE gz5rW. 1120° Hr-, U,1JIO, 1 - 1 (TYP, U•1J,0: � �. FCEII.IF o) 2EIIJF, c. IZ�I1J1 ` REINF. c, KEIIJF, a RF-IwP c KE11JF. a =� Q } TcEl►lG c1 W P LK, -- I ...I TEN�o►JS IIJ • � PARA.I�oLIG G' ,,a OEL1TErt OF GR�.�rTY ��' L IT 1=✓ DKAPE U•N,O, OF TENDONS SP'IOOTN �- FZEI►.1F, 0. J� U REIIJF, �. �J� I►..If. o, 1 - F PAKAPaOI.IG GUIzVE z a � BEAM ELEVATION PT-2 I TYPICAL BEAM SECTION 111= l l-GI u v A OK G ort H vi 121' 12 u 2" 2., �•4 Q @ 12'' o.e,, Q@O.G. n L%,"E r-aF L, 4 TYP• U. R L2./40 SPhN TYP, � SPAIJ � SPP�N '3 YP, 'r r. In Its IIJ F, fzr_lw , RX,-IQF;, c, IIZEI►JF, 1 I I.1 F G _ izEI1J F, Iz eiI -j P, c- ILEI N F, STD. J, a ----- ---- A o 40 cQ N P 4 w O10 GE►.tTF� OF GFZA�ITY i 0 r � u OF TES SNNGbNT`H /� «, o 0 z v 0 hmc� � h PAo RAP0 LI G GUK,4 S - - cf .. m `aI c- vii 11 ..-� �. n N ICE-I w F, v, ICEI►J F, b (SEI IJF,X o.`. }J g R:F_I til F, o. (Z•E.I I.J F, b Pxwscr LINCOLN V 1 D•I�j L n•IS LI O•I5 L i O.IZ L10 - n�>7 JUNE 19, 1989 »O,1 PERMITS SITS912813, f:,'?1.:: 1f�, 891'44 _ — 37 O BEAM ELEVATION PT- 1 L L 9 X54.3 f�A: x^49► lg� I .yrrv+r�ve�.rwuww:,.rsvnr, ,,:,rr-ww:,wwrwwtM�*rnwwwuu�r�.'w,iluiuY9�iRwf,MY�tPf°'M'R°VNvMnan,w.:ytAWtwV,Wri'.MWy�t'M�cgMlfl'N9Wn*tgrd,.,�.:..tarwi�Fa3.M`uf'rn.-W1,,.. .. .. ,. _ ..., ... :. ....... _ ,....—.....�....�......,....... - - . ?M/�1�^• '`�l 111► 1111111 1111111 1111111 1111111 1111111 1111111... ,,,.,� �. ; ,. � aa.:: c,r:,,xn,wc•nsr. ....m�•asr .. �f I, 1 ( ( l I I I I1111111IIIIlIrlIII111I1�1I11111III11)I/I1I111I1I1111111I1I111III11111II111I111I1I1I111I1I1ItI1I1(1(11111(1111111I1(111i1I1111111111(111i Win,...,.- ----- _; ,:nswr�4luir * I/' 1 _ .,,,,_ I 2 3 41 5 6 7 13 9 IIID 11 12 NOTE: �F THIS M ICROF 1 LME U -------- •-- —� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TW QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZfpZ EZ Z7 1Z OZ 61 81 LI 91 %1 til EI ZII II 01 9 SI--_ ..IY - ,1!IIIIIIhU111H11HHI11Hb111111111uIt6mhlulnuholLNdllNltlpI1111lNNhnJIu111uIlul�Ilnllunln�llnnhnl�u1111�1IInnhnlllu�m111nlllulhlnluulul�uulunllnllnnbu111alllnll"Hllnlhmbn111nIlu�IH�wu11{uulLUlluulnUhulllwhln ,. - .�� APRIL 11 1991 y ■ R • r r1A;c, • .• , �� • M OGRID l:IICI V � r yam' r-e GUT• P<a FOUR.) I/8'' PRE►�IOLPED I-WKIP. �cPc1J5101J .1011.1? `�'/I/i'�>< ,6. FILL .101►J'T' .�•LER \ 6ICl:•j'FaED �WEL� C� 18 O,G. �P—Tp 't-o" T04'-OI''!�' I'-p" I1/ " J _�iu�K-E. F5191.1D -- — 1 — --- - 14 p001, - 1 _ N 3 Ls /10 HG©K �AICS NOrtIZO1.ITAL I d5HOKT WAY BARS II-01 -TO 3e, WIINIIJ Q,O-011 of WALL. I — No'rE GO►.RROL JDIIJTg TO bE 201-0'' O.G, ►�'IAJC. �- —� -_ (2>44 GO►.fTa CA gZ5 1W •1AL L �FLTIcJi�1 GOR 1J EiZ DETAILS ��A�J G UT .101 UT roRZM 6D J01 Krr co1,15T21JCf o ioi NT f '� E G>ETAIIh APPLY IN P>O•rH HORIZ• �r ./E+ZT. D12EGTIOIJ O( SEE 11155. 1 FOR FIIrL gE-GW 5LA9 LAB DETAILS TYPICAL THICKENED SLAB EDGE SLAB EDGE AT GRADE BEAM TYPICAL WALL DETAILS z TYPICAL S.O.G. CONTROL JOINTS STEP INS ___ 4 ll - I - I x,411 : 11-0 ��,�• SGAL� �I �°"r \ 70KA 8 oK3 11.3 �'d G I O" rn 1 - SEE GOL• ___ __ 5 - - - - n I n I u I u I n ( I it I I N -14 _ _ - 1 —I, _ I-3 �i'I�i �GNED• I-3 I -Co I-!O I•'y I-3 I-Gv } i-Go 1.3 - O I FO ft REIN P, I G C _ . o 01o ate, _ I� o f-4 _ - �-� _ CD L S) 7 \ i�?) ---- r 1 ` – -�"' in I�'°J'� G O _16 LL f *I O(a -7 II 0 O c W ` -�+, �v - i . — - 1, �► t\ �r --� _� G• -Top _ u 'j Cp 12 O,G. 1- _ I �IZb@ IZ OPI % II - O TYP OVEIz. L� _ ,�„ - �- � l� i`�tY �XIGuFp t _ MIN, IPS � W I J �I I1�,0 �v��- • or � r� ;�rP 1 LQ 2 .0 p11GAP PILE. AFILE. SAPIop TSPIl, -7 / 2 Q) WPIGA1S u1 & -q I`IPIG/ T OF I:A PILE A1ER —� W - - II 42 _ 8 SHEAR WALL PILE CAP TYPICAL PILE CAP SECTION z PILE CAP DETAILS ,� ,I 1/8" LOVv' V:LOGITY � r 12" LAF' Q � . � ri '� ' / FASTE►JE' � O.G. r �7 LU GRAI.IULAR FILL 7 I SEE SPEZ FOR h GGRAt�EI 6Ef�l�l G NIU WA,LL ,SEE ,11 TYPE ^sJP DEPTH �_j SEE Sc,HEDUI_E GEIJERAL IJOTEh — ' GlJV✓EL.Fi ?O MATGH FOR, REI hI F, `� LLl 3'I GIR, VERT. REINF. _ —3/411 pEFL6.GTI0IJ C3)#�, ��} `� LU gyp H EAP �iONT. GO►�I'r - �_�- �= I' -GRAVE b2.A►"I tL U `--PILE GAP - _.._— —_. ____ (2` GOUT• - 12 4A, P>ENrT Pt 6ol.1T, '' II C C o c t PMRK WIDTH DEPTH WWds, REII.IF, �rIfUCUMP c1 —�- _ IN BOND P�EAM �j)NU L.G- �..��C—I� Rte•)^+� (D JG,�► I , Oil I I O I C�� * CL GKAKIULAK FILL SEE SPECK. 11_pII I -fa" C 45PLIG6jSp 1. F-- v MEMBR/�NE. SAND t • CMU CORNER DETAIL ADE BEAM AT PILE CAP 10 TYPICAL GRADE BEAM DETAIL 'THICKENED SLAB AT CMU WALL 12 TOP OF CMU WALL 13 9 GR _ 56•I " I'_ D„ a w U) r- � Mx tp � A yr10i1 •t 4J 30 a p A V f 21 m N ) d T'- .. ,�•'1 ~ .•+ 1. N � a a 0 ao •1 a 0N0 k 0) w u 0 m 0 j 0 .11 07 Fe� ,,IIO,>M I.TrvcoT-.Iv v I-Z OCG• (TYPO . DAn TUNE 19, 198 BION ELEVATOR PIT SECTIO low_ r S5 . 1 ■ 5 77 z 11- O L , _. III PERMIT', I}-+•�I ::�Ile, r�<�1 -.I, w i 7,13 OF 51 . z*,�Ms1#I ... ..•._..---.-.._____ _ -- -_------- , I ►11 III (I III 111 ,I'1 1 1 111 III 11,111 111 III 1�1 I�C 111 II 111 ,11 III II, 111 Ilf III 111 Illilll 1 1 (,l 111 111 11� 1'1 III ILII �IIII I I I�1 , I ,II I I, 1i�1 III I I I,I .>,....... 'K) SAI I I I I•' I I , I l l I I .[ I I f 1'► ! III I I I I I I III I I 1 I I I ( 1 1 1 1 1 1 I I I III .K I 3 4 5 6 7 e • 10 II 12 WTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To TIE QUALITY OF THE ORIGINAL -- DRAWING. OE dt 9Z t2 9Z St I2 Et -Z LIE OZ 61 91 LI- 91 %1 til EI tl 11 01 d 9 L • S E ,"•"" 1 1 I ,►+1111111011111111111tllNllullll111111117NNIIIIIINHINNIINIIuNttInIIIN1►ININ�IIIN111NIII11111illlunlll�llllllllllllllullluhi1111nI11:111InI11IIlIII11luIlllulln�nululablillullllulblu1111IINI111N11NN11IlIhlllhull�ull,u�u,�IluulnuluullwhlH A4 .APRIL, 11 1991 .:. -._.., ..._.._.-,. �'T.;•'m '+'!j�N9 k n,.`•.,n, rWrwir Fl?!N.�t1a7MYh`,:; �+ Yi^ _..d _ '.m-r"' - .. -:9:— :t. w x... _-. ....,...: s..E:;. a. :. .... _,,. ,w4.eyt K `•A. .... :'pa '1Ti4aT.'.n N..,. Y ■ A ' ■ I Q PR FO 1a.3 5�`` eo11 � �q '�'iis}® � 12LI o.G 31 - �iGG.:uu.�P.�GpONG NF / ORI00At- iY jcj0" II2-� G T.T? GONG -1 ► - - GOr. g1D. � _ Tom REINF D PSI= 5152] HGICK --X75NC7ED 11-470r �10 fA I J E 6p-8'l o.G T - -- --�- - - _ 61 &f,NMR. OF GRAYIZY j (F TtrN OO h15 4.EI N F a- �i-r PARTIAL PLAN - TOP REINF i SECTION AT CANTILEVER AT ATRIUM PLACEMENT AT SHEAR WALL 3 CANT. BEAM AT 2ND FLOOR S5. �4"� I'- O" 55.2 '-'/4"= I -O � 55. �!g�� _ ►'- O" .. �' n� � O O W W O = n � � � u Q a H w A W H W U c U al v� a H 0 .Oi M O G A 0 r r.. N i ~ a .> -0O iO . . Z I y yC7OmO O .� L ■ a , � Ptt,,,16CT LINCOLN `r oAs JUNE 19, 1989 PtIMMON E.Ft1I1-) SIT891288, 1391.7..18, 139144 -- 7.,9 OF 5 i. L 8 S5.2 ■ Y 1 ,�► 111 111 111 111 Ili 111 , 1 1 1 111 tit 111 , , 111 i(I t(1 I ., --- I*. ` I I ( I I I ( I I I I I � + I fi�1111111�1111111�11i�11�1ii1��lll�t�IIIIII111I11t1111�111I111'1111111I1111111�1111111 t11111tI1111111�1111111I1111111 �..wr.•...�...fa�alr .._.. ;.,mau,» r�f7 'r` I 2 3 I4 _ 5 8 7 d_ 1 - 90 r` NOTE: If THIS MICROFILMED DRAWING IS LESS CLEAR THAN Y THIS NOTICE. IT IS DUE TO TIE QUALITY OF THE ORIGINAL ------------ — DRAW MN . 0£ 62 97 a 92 SL ►Z £Z ZZ IZ QZ 61 BI v 91 SI til £I ZI II AI 6 9 l 91 �g11NN111111HHIHHL1L1111116HIIIHd1N1h1uh1Hh111L1NIGe1�11NIu111YHINIJnul1111111(►�I,1111u11u+1hn11nlllnul,��lltllhul Inl�{Inlnlllnn�nnllnlhn�lluluubluluu�I11IIII1l�UI1LN1111116n:hnlllulbw�llltuthlulwl�llulllul�ullll.Ulu11 . , „ APRIL 11 19 -91 w j - 0 0 ■ -r- � r �f9 r✓A w.��" . �. P-7 8 10) I 2 3 � CIO 51 �, ' Z 10'-O" 10�-0' O O I" — I�2 �+ c7o1 .�'� IC2ol.so ) iol,so' � �w1.5 '� ') 5 0 ewl > �" ® _ - _ -- � w -- \ � _-_ --_- - _ - I -- - - - — _ 1 ,� OI— o 1 3 `+ + I Li l-� � r � , r � � I I - I I I I , � II � � � � � � N II I I II — L mit, tQ �_ I(2I.SO') T T I I I I ,'- 1 I I I - � I .I E•—I I I I I I , g,.91, 3,,9' 13,. I I r - - L -- -- - - -, Co' MIN, I I t I t t + + I �� 4�1- -- -- - - - - - - - =----=-- __ - -I {- I t G.' + ♦J — — — — tI + L+ ,�J I ` +� (LI 4"PV(/ 1 _ r + + + + { L,f. I � CONDUIT- I T � (6 9 �__�.,,�,o' I I64UALLY ( os'�I ` ♦ I ozo ) \ Ji , I PIPE 4( v" Z + I s a/s5,I I I 'S1 0 ( \ I + t I I I I I --_ ,� Ivo, v FGtiJ. �arZ PILE GAP I E''il., LOq,�j0 \\ SEE 855 I I I 17E1A1t► ! I,I THICKEN Q SUAO POR. PILE cAP vaAl1.J act @ - !a, 1 I I (zoo, � I I �� 4rAI ! 1 I - c2Er^II I I I I I WHERE ADJ. GIP�A� s�R� Q .�' ► I 'I i i; �� I I �L' ��' 1 I I I `\q L� 1 I (Z"-Cso') I I i ► r.vIFLOOR oc o I I I I + + I + t l III SLAOfj, V i I I I i + + - -- III I I �. _ �_ _ — I— I III ( + + I t I Z 7 _ O -- r- - - -- --- + - — — - - _ f-, I - = --L +J � �I L_ I_+ 1 . L•-r �� _+— _ � + +— +� c �r � I ® — oC 4o1.5dI I I �foi.so > I I — I'IA4 S.v.a, "/ I'K I'I { I I i I L O I 3n 12" o,r , 11 I I ( I I O GE►JTFR �AGH WAY._ - — I_I_. IJ. �i \ I I I ( I I I I I I I I I �/ 2ol.so) -J � _ I � I I I I I ► - 4 16 L � I � I I I I �"- a • _ rt--- -— i I - - -- -I G I I ( I _ �_ _ r fd =o I -04 +ate �N 55 bl I I I I / ' A YMY 0 ao o Aa A --- 3 n 1 U i I.5�0i) �1` 2DI.So1) II-2 - I�,'au A o h I? O 1 �1) (201.�jD') (ZoI ISD ) SIM, (wl,so) 17 55, u cm ti . C.OWJ-IFlT IQ-TO -- — - a'S TYP STORM ORAIAJ NP yS,I I� a i. .5 0 a I a 5.1 '1YP, 13KIGk PANEL NOTF�:: v E �" t w� g -r>; UTILITIES ' © INDIG�TE� FILE C. TYPO ti CIOQ t o VWU, 1=�FZ SEE --63 FOR PI:-,� c:Af- I�ETAII.'S . m ! LUGKTI ON co IIJDIC,ATFJS TOP OF SLAfb P�E�ATIOI•I ■ I ►� o V) vxnmr i.INCOL.I`I JUNE 19, 1989 FOUNDATION / GROUND FLOOR FLAN 11110 ON �1 JULY 1-7 Z� JULY 2q, 198 p AUC , 6 , 1789 out 52 . 1 w \� PERMITS SIT891288, 391318, 051»�44 ! � — Ac) OF 51 ' sw7� � .wiswwwww+s".n*�w -•--.... ..._....,.....-.....,"..,.. "!"--��;Jill !�!.'I' ''I_.l�! !,! 1 l I-'''•I I! !1!1!1 1 I ! ! 1 .'..I�i.'I.l i rl l l l l l l l 1 'I I I I I'L I,.,.» ,......., ,. ._-,.._. ..---"'".` "^ , �, - ! I I 1 !III► 11111IlIlllI111 �40 I I I IIs I I 12 '►�� I 2 3 4 5- - — NDl'F; IF THIS MICROFILMED DRAWING IS LESS CLEAR -""IN y PHIS NOT ICE, IT IS DUE TO _ -- -- --- --'"-- THF QUALITY OF T# ORIGINAL DRAM INC. b¢ 62 92 12 97 S2 f2 E2 ZZ IZ 07 81 131 LI 9I 51 41 f.l 11 II bl 6 9 L 9 S F 2 11• alhullilt IIIIIIIifIII III IIIIIIIIIIIIII111mlimtln„InuLudullllndulll�Iuhnlhnllnnlnullullm,llnlhlulusIinitlltfIII lnIIIIIINll)tlnl"IliuulllulnulnllluuluuhulluldlUlll1,,„111111III1lIIIlIIIIIIIIIIIIIIWIIld�IlllllllllltlllllllllllllllllllllllUIIIH T1991 APR, 11. 4 E ' ■ (,Y,C4, MST-TENSIONED CONCRETE NOTES 1, O INDICATES P/T SLAB MARK. "Yclxe. . BOi 2. PT-X INDICATES P/T BEAM MARK. IJ,J 3. POST-TENSIONED TENDONS ARE 1/2" DIAMETER UNCOATED SEVEN-MIRE STRESS-RELIEVED LON exx4 RELAXATION ASTM GRADE 270. �YJt W. JO 4. PROVIDE M4 BAR ABOVE AND BELOW ALL STRESSING AND ANCHOR POINTS. 5. TENDONS SHALL BE CURVED IN ONE PLANE ONLY UNLESS THERE IS 48" LENGTH OF STRAIGHT CABLE PRIOR TO CHANGE OF PLANE. MINIMUM HORIZONTAL RADIUS OF CURVATURE OF TENDON SHALL BE 21'. 6. WHEN TENDONS ARE TERMINATED ATINTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 THE SPAN PAST THE SUPPORT. 7. ALL ANCHORS AND STRESSING POINTS ARE AT C.G. OF SLAB. 8. I-- — - INDICATES ANCHOR ENDS. 9, INDICATES STRESSING ENDS. 10, • - INDICATES DIMENSION FROM BOTTOM SLAB TO TENDON C.G. 11. VERIFY ALL BLOCKOUTS WITH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS SHOWING THE PROPOSED LOCATION AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. 13. POUR STRIPS - CAST POUR STRIPS 60 DAYS (MINIMUM) AFTER POST-TENSIONING THE SLAB. . 14. AT END OF CONSTRUCTION, EPDXY, BY METHOD OF INJECTION, BOTH SIDES OF THE POUR STRIPS. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 15. ALLOW FOR EPDXY GROUTING, BY METHOD OF INJECTION, OF 1200' OF SLAB CRACKS AS DIRECTED BY ENGINEER. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 16. - INDICATES (2)f5 BARS X 5'-0" AT SLAB MID-DEPTH. PLACE 1 DIAGONALLY AT EACH CORNER. 201-0" 20.0" ?O O 40 01 2y1.q" 7�p" 3'-O° 4QI O 2d O 20'-d' w a Li _ n F r H 144" '. I I ! ca)•5 T v L W� l I I I I II In sill '�tNr ( I IN I I•►,4N I u l 2n " 4 %{ 411E bOf• Q 0 2 4" 1 (41k'2 II I I ( 4�t" ) ��" •15 If�41 4" 111 1 n I 1" I I x x h I%' ° 1'+rx " I'XF" I- 16 , 1 1 Q I I PT.4eF' —Pr-as — Pr-g6 — _J C / � 1 I I" jj'•yr I n . aD a n 6114 11 11 I �f4.11NC, 'pl I x I Z 7 I� Ia N I �1 i I „ 15-I I I 5-� I 0 N IL I : C$ x I .5 Ifo I i I I, I� I'•14" I'�4" r IUH' I I I �/�,• \, 0 I � 1 ce 2 LL. p I •-- r _-- - _ — —�-4J � FY-4J II' I � I I O S.nl 13iq \I 4 Ii11 ( ' NI 11, xl I'/2 rj" I IV4 I 1 �• a 4 I � i .2 I I M. I ,1 I I I I �Tvr. �U•til O� I I I I I s M, I I � I — - G r I �I � N 7,r1 q%1 �I n 21' Ij I 114r It III In O.I xl I X I NI n I nl exit _ I I 4W a —i 4 5 —a/4 15 1 I/ZN 5„ In 15„ I 11�t1 I xl If/4” 6" 3 Irll'-✓'i1 4yx 2 a gig 91, 9'• 11 �I Or �n y8 9 I _ � x � r N i a I z o' m" U O n L. yytltl 0 ■ 6 ON .Lv� .ntl f LINCOLN V urtx TINE 19, 1989 2ND FLOOR FRAMING PLAN s2.2 /dl : II O„ xnsm "i\ AUG. d, 1989 } L. r'f PEPMITS 917(391288, 891318„ 891344 i '..•..` 41 OF 51 Nmi S2 . 2 ■ s n Yl _ .. -....r... ...._.....�.-., .;.aka =aaxiN: 11111111111111111111'I'11111111111111111111111111111111)111111 iI11101 111'I11 1t111111111H, IPI1111111Itf 1111t111111j1111111111111111111j111 ILII H 1111111�11111I II'i'I'11111111 P11111111 �_ ! r 4 5 B 7 IB B _ 0 II 12 TOTE: 1" TN IS GUAR MI)NM ^ PIN~%NO IS LESS CIFAR 1HL11 wx, M NOTICE, iT IS tXE 10 -� DE QWLITY OF 96 gtlxlN(L - _ -- -- - - xxM1IxG. O6 E2 Be L2 s2 S2 02 62 12 IE Of of fl LI 91 LI 111n I EI EI II 01 • L It ' ,mlmdxuhnHxldn,d.1«6xdNNluxlmll„xH,Nh"dNnhwlm,L1111mI1xdlmlNldxxhuduNhxdunhudunlnuGminlJmdmdmdnnluu6uUunlnuhdlxJwIMIWYnIbNAnnhmhudn111NIiIrWlwJtmhulluulnuhul�whm APRIL. 11] 1991 I , N o PQ�L.II<Ld�I4N1oQ 4RE1.1 NOTES ■ ^ INDICATE,`. P/T SLAB MARK. �•�,�4iNE '*'��; 1, 8011 2. PT-X INDICATES P/T BEAM MARK. 0 N 3, POST TENSIONED TENDONS ARE 1/2" DIAMETER UNCOATED SEVEN-WIRE STRESS-RELIEVED LOW > RELAXATION ASTM GRADE 270. '9>�O�rL •�`R W J&_ 4, PROVIDE #4 BAR ABOVE AND BELOW ALL SIRFSSING AND ANCHOR POINTS. ERE IS " LENGTH OF 5. TENDONS CABLE PRIOR LTOB CHANGE ODF PLANE.PLANE IN ONE LMINIMUMHORIZONIAIY UNLESS FIBTR RADIUS OF CURVATURE OF TENDON SHALT_ BE 21' . 6. WHEN TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 THE SPAN PASI THE SUPPORT. 7. ALL ANCHORS AND STRESSING POINTS ARE AT C.G. OF SLAB. B - INDICATES ANCHOR ENDS. 9. INDICATES STRESSING ENDS. 10 INDICATES DIMENSION FROM BOTTOM SLAB TO TENDON C.G. 11. VERIFY ALL BLOCKOUTS WiTH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS !'ROWING THE PROPOSED LOCATION AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAL DRAWINGS 13. POUR STRIPS - CAST POUR STRIPS 60 DAYS (MINIMUM) AFTER POST-TENSIONING THE SLAB. 14. STRIPDS OFEPDXYTTOCDEVELOPPA MINgMUM STRENGTH OF 4000 Y METHOD OF INJECTION, SIDES OF THE POUR 15. DIREECTEDFOR BYEPDXY EENGINEERTINE+OBYTOMETHOD DEVELOP AINJECTION, MINIMUM STRENGTH OF) CRACKS AS 4000 PSI. 16. - - INDICATES (2)#5 BARS X 5'-0" AT SLAB MID-DEPTH. PLACE DIAGONALL" AT EACH CORNER. IfJ 7 8 _e4 20 — — Pit Ly W 40 m 1 v _ I I I I I I I I I I ! I I I�iq" I It1 Z" 2/2 4 3 N I lI/Q+ ,:,I ,1I 21I �4,�+ �, , 1 L +�+ 7_1 F - -- I I 3 I 65 I+ I II( �j/„ M I r 1 4 4 I'4 I�.1 TO I _ i• 1v � A L� � � I �11 .—�. Irl S I ?.�b• � `g I c'.IT 11 1�4� z x `r^' "tip ! I I BLOCKOUT SCHEDULE � I+ia I I � IA,� I_ tet}+_ �'' LL F � ---� 1 + I I I c ,� 1� 1 .+� 3 " " 1�4 � 3 II t + I I N Nl 10" 1 " " I 14 TH �4 - 3 r � 14 l a a I I � 1 TN 31. 3�� C� oil _ l_ I iZ1I — 5 1 s lis S" 1*'ia It I3�4 It '+ 4 110 Z I 13/4 Cj" ( I Z Lp,5 I I I1 _ I I--- - -- -- - M CL 4 I I�I I I/a �I ,I /Gu I i I I��4� I U I 3� ° Ld LIQ 2 - I I ( (� 4 ��1 100, -__- -- ---_ -- ------ - -I- F/ r-N WOO 1 :Soo oil lit 1"Y4 ,, II II j1 --..—_ - -- — r-1 oi0 I+� 51 14 Ii�4 1 0 Zoo V N �,I 13n I OI-^11 0 CQ gip, � N .I 4 N JA 1 ,s QD En Pitonwr LINCOLN V DA-M JUNE. 19, 1989 1 i 3RD-6TH FLOOR FRAMING PLAN _ ■..mo,t© Al j U. 8. Iq Sq PERMTTS 91T891.28f3, 891�1%a, 891'44 _ .1� 2. 3 42 OF 51 L L r ! h�Ml. I�1'!f�NW1llfdr %yfAlnmAlertivwmnl . ..�n,nw+,rr:,.a .,..,...,•..,.r.., .,,.. � � � ,a 6 ':, 1' ` IIII111 1111111 IIII111 I�I�t11III1I11tI+I1111111IlIilII1t111111111�1111111I11111) ►III+ IIIIIIf1+IMI!IIIIIIIIIIIIIIIIIII+I+I+IIIIIIIII+I+I+I+I+�tl+l+l+`+11`It'III'Illl'111I1 2 1111 7 � 9 10 II 12 IrT NOTE: IF THIS MICROFILMED • , h DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO — ----r r THF QUALITYbl EI 21 II OI OF THE ORIGINAL — DRAWING. AE aZ 9Z !.Z 9Z SZ bZ EZ ZZ 12 02 81 1gl Li 91 SI 9 L 9 S £ Z 1=Ir�r +uluRIu111H1IhHIlOHhullnulu111111111p111p1111111untutt`1tI111InIuN11t11I111111111Ip111111111+111+++1111111t1111111111111111111111111111111111111111111111111111111161IiIIIIIItIIIIIIII�1111I11WU11{IIIIInI1�I1111111111111IlIIlI IIIIIIli:111Wl1�11111111111111II1UI11H APRIL 11.1 1991 W ° a 1y ■ ■ ' POST-TENSIONED CQkM _ FIROf�� 1 INDICATES P/T SLAB MARK. 2. PT-X INDICATES P/T BEAM MARK. W N 3. POST-TENSIONED TENDONS ARE 1/2" DIAMETER UNCOATED SEVEN-WIRE STRESS-RELIEVED LOW 011[ RELAXATION ASTM GRADE 270. •�l�Aq%L19 tivA W JOH�� 4. PROVIDF ;4 BAR ABOVE AND BELOW ALL STRESSING AND ANCHOR POINTS. 5. TENDONS SHALT. BE CURVED IN ONE PLANE ONLY UNLESS THERE IS 48" LENGTH OF STRAIGHT CABLE PRIOR TO CHANGE OF PLANE. MINIMUM HORIZONTAL RADIUS OF CURVATURE OF TENDON SHALL BE 2;' . n. WHEN TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 THE SPAN PAST THE SUPPORT. 7. ILL ANCHORS AND STRESSING POINTS ARE AT C.G. OF SLAB. 8 INDICATES ANCHOR ENDS. 9 INDICATES STRESSING ENDS. 10. • INDICATES DIMENSION FROM BOTTOM SLAB TO ][NOON C.G. 11. VERIFY ALL BLOCKOUTS WITH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS SHOWING THE PROPOSED LOCATION AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAI DRAWINGS. 13. POUR STRIPS - CAST POUR STRIPS 60 DAYS (MINIMUM) AFTER POST TENSIONING THE SLAB. 14. AT END OF CONSTRUCTION, EPDXY, BY METHOD OF INJECTION, BOTH SIDES OF THE POUR STRIPS. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 15. ALLOW FOR EPDXY GROUTING, BY METHOD OF INJECTION, OF 1200' OF SLAB CRACKS AS DIRECTED BY ENGINEER. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 16. — - INDICATES (2)N5 BARS X 5'-0" AT SLAB MID-DEPTH. PLACE DIAGONALLY AT EACH CORNER. i 2 � 18`.01- 4'1 'ZO-O 20`-O" at 26-U ---- 251 411 -�!D —(� 20-O _ _ 20 O -- � WL _Lj 0 I I��rM I�au At I 1„ „I I �2„ I'1j4 o I 3 I I TNI, 2 2 1 E 2 is}tt — 2 i1 ( „I I' '' Q O w 3 It I u I I'/ 4 � 4 N--I Mill 7 1111 , — 3 1 uni 1 �F" .�it I Z 0 �N 3 " 1�'•v I _ 4 12 �� ±"4 i I - �) Q I 1 4' „ 5 (A M I II y�' II / I• `J S' II ` I� I'�J�4 ; SII •�- lv t(t, /77 N / (� �I I �I 3� I „ �, 1��a" I�4` y�' i -- ,4- ---- --- ---- - -- - -- ' n 2 N Q I I 3 1�fa 1I 0 11 „ 1� " uI 1�4 I H Imo " '4 q J LL ► I I I ' I I 1I , 3 I 4 � ( I ------- 1I T`(P" 11:IJ.0. To >3� NQ I , I 2 , 2 M I q 1"/4" ,, I N Hit - T- I I I iso o A ---'— — - - -- - --- - — -- - —-- --- --- _ d w w J o fT' '� u o ow� 101-0" vj'•�1t 'n 9 - 3 10 8 A 0. c� u Q R a o w 1 CL do 1 tD qo � ccvo1 v u m p m o U{ ua+ ,yey� p9•� ® d OV1 ..]�F.. PROW L.INCOIN V WTI JUNE 19, 1989 7TH FLOOR FRAMING PLAN /NI,1G Ji, 1618`1 r ti 8917; 44 � f`EF'I�IIT:, SIT£I91�8g, 691.="1.8, x 43 OF 51 rr dd 1 L E R � J2 .'T riu-�•.. w .. -_-..,.. 3� .fit - ... � . -c.„�,•r,'1N1 ,'"ra'i'_„""'a'”'".`a�'u""� �+ �. _. -_.,._. _-.. ' . "`•._. . . y�r.""'1 11► 111 I I I 1 1 I 1 111 I 1 111 I 1111 I I III 1 1 111 I 1 1 1 IIItII)l 1111 III 1 I -�IrL��III II) I 1 111 II) 1111111 111 III 111119111 IIII1111111 1111111 Illlltl 1111111111f1111 ..o, , ,, •T (>I� 1 iI l 12 ,- • 1 2 � 3 4 5 — _ 8 7 _e - — - ----�. tIOTF: IF THIS MICROFILMED �'�" DRAWING IS LESS CLEAR THAN t THIS NO 1GE, TT Is DUE TO THE QUALITY OF TW. ORIGINAL DRAWING OE 6? 9Z L2 9? SZ 12 EZ ZZ 12 02 61 91 LI 91 1�I i1 EI aZl 11 Ai d 9 L 9 S 1 E Y'� !IINIIluulnnhnllnnhnllnnhH111IlI1u1111g1Iuu1nu1u11hn11uNIuHlullln11I11tII11I1I1111II111I11�1I1111I1111I11111111JII111IIIIlIll111lItIII111IIIIlII111IIIlIIIII�IIIIIIIIlII111I111111111IIII1jU11IIlu1n11I1111111111111111WIHIX11ll111UIIIIIILU11llIIII111I1111I1U11118 . APRIL 11 . 1991 r• ■ 1 N – a � POST_TENNI ONEQ CONCRETE NOTES IO1,INDICATES P/T SLAB MARK. ,�4��D PR�, C.INt 04��✓ 2• PT-X INDICATES P/T BEAM MARK. 8011 3. POST-TENSIONED TENDONS ARE 1/2" DIAMETER UNCOATED SEVEN-WIRE STRESS-RELIEVED LOW RELAXATION ASTM GRADE 210, 4. PROVIDE 44 BAR ABOVE AND BELOW ALL STRESSING AND ANCHOR POINTS. 9ir�GR W'��N�� 5. TENDONS SHALL BE CURVED IN ONE PLANE ONLY UNLESS THERE IS 48" LENGTH OF STRAIGHT CABLE PRIOR TO CHANGE OF PLANE. MINIMUM HORIZONTAL RADIUS OE CURVATURE OF TENDON SHALL BE 21' . 6. WHEN TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 THE SPAN PAST THE SU',PORT. 1. ALL ANCHORS AND STRESSING POINTS ARE AT C.G. OF SLAB. 8 INDICATES ANCHOR ENDS. 9 INDICATES STRESSING ENDS. 10. INDICATES DIMENSION FROM BOTTOM SLAB TO TENDON C.G. 11 . VERIFY ALL BLOCKOUTS WITH ARCHITECT, MECHANICAL, ELECTRICAL AND PLUMBING. 12. PROVIDE DRAWINGS SHOWING THE PROPOSED LOCATION AND DIMENSIONS OF ANY BLOCKOUT NOT SHOWN ON THE STRUCTURAL DRAWINGS. 13. POUR STRIPS - CAST POUR STRIPS 60 DAYS (MINIMUM) AFTER POST-TENSIONING THE SLAB. 14. AT END OF CONSTRUCTION, EPDXY, BY METHOD OF INJECTION, BOTH SIDES OF THE POUR STRIPS. EPDXY TO DEVELOP A MINIMUM STRENGTH OF 4000 PSI. 15. DIRECTEDRBYPDXY NGINEORTINEPDXYY METHOD OF 0 DEVELOP AN MINIMUM' OF 1200'STTRENGTH OFF SLAB CRACKS AS ALLOW 4000 PSI 16. - INDICATES (2)#5 BARS X 5' -0" AT SLAB MID-DEPTH. PLACE DIAGONALLY AT EACH CORNER. �. 7 8 IQ 4" -- — - - – ------ - 1010 a --- L1J go 1311 1 I 4'' I r - I _ I — - --- I CD, I I 13, 1, I� ' ," !A4 -d4 If - - I -� _ -_- _ - ----� 1 I 3 I I I I I r � IM, a 11 I I 3 3 ,, 111 I1i�.1 / I I � I�411 � 11 j1 I 4 � 9 ri �' 4 I I 4H if I _ PT--I G1 –(- — — — 1 � I - 11 3 �' P kA 144 ZL Awl, - IN „� 3�1� 1 1 3/ 'I I� i'/ 'E J 1 ,1 I „ 1' 11 1 _ 7 3,, 14411I I° I 5� 14 — O - -- _. _ I y•=L_�`._. I —. - I��, 11 I�Z' " -M 3 \ i �� • 3/41, I I l� p _ /. LOP cu�N 4 .3 j� — 133—7" �.,j1 I3/ N 14 ` I -1`IY l'AI i i ' �� I •�` 1 ,ct -' ,. I { ` n Lu " - _ _ ---1 fi Q J 1 '- 'i// ij -- • �_ �u TYP 4 v ' 1 I CIG 1 _ _ I _ 4� - - Lou P,T, �r LA 1 u.N.O, 2 110,i0 1(0 Co l_L 3 P1'-4H I TYP, U.N,��J I "� -- Z ,/ a , -,- e Imo_ 4 ' 'q I.v ,,,� , fin ' u' I�� 11i oil I/il � QO'-6,11o" q'-L'� � '� I I 4 � I Z 51 I I 51M,I r — Q I I � -- _ -_ - --- _--It _--- -_--__ _-_-� -�- _ - -- - ---- - {-- _ -- -- I I 11 I�. I 11 III 11 �I 11 MI _ _ V it 60, it . , ---'--- -�- A 11 All - --- ---- --- - - ----- * • 6, f► CO2Oeto - (2`�'�5 ToP �, boT, (TTP.) 1341, 1 / 11 _– - - '^ z e OA\ 0"0 01 A o ' 0 d N w. 9'3P11 0 ° 1 1 � 011 N m :+ � � C � � u' PItD1tcl' L.TNCOLN V i DATE JUNE 19, 198^ ROOF FRAMING PLAN _ _ • 8, 1989 i . i k F'ERMITS SIT891 '..88" 891-'18, 891144 44 OF 51 t>�r S2. 5 • ..r L � L NIP . ..,,•airrll�lp°"` �, i1► ILL 11, ILL 11, 11, 111 IFI 111 111 1111111 1{III{tlt{II111It1► 11111) 1111111 II,IIII IIIIL,LL,111111, t11111111Ltltlt tl'IIItI1L1{111 ,LI{IIIIIFt{LI► 11r,ltltltll{,t'I'illtl►'II,11 2 I I I I I I I I I I I I I I I I I 1 1I N)TE; IF THIS MICROFILMED — �' DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS OUE TO THE DUALITY OF THE ORIGINAL I ---_— --- - — J OE G2 92 L2 92 St 1►Z Et l2 It OZ 81 91 LI 91 81 �I EI tl II 01 d • I U S E DRAWING. 1-- ' ,►111111111111111111111191111111NIIIIY11111111111111111111111N9ualuu9„uilNtluHINIJNIIIUIIIunbullunlllnlNNllN1hu1111yhn1GU111u1111IIInIIhU1911{IIL1uln1<iu111n111{nLIu1111n111UIlunIIUIIHNInNlulllnuhwlllll�uluulllullllllllnbnllunllwhnl (41991APRI 11 _ 4 - ... 13� "`°�b�FIFJ�..j:�•ejFd 1f1`C';171'W r ■ a I a ,`c�ED PROF��n - ��OND.'�ION G 0GINg�v�!/Q M I mal ISI SEGT . --•�---_ � 80! �, qIL 19yap JUNE 4n POR C.OrN NPC _ w � x2q G fly I I w I SYM• ^e;►oUT S GONT• I� If IH i4Zl f� 2 TYP. d� H sF eopp ,I U s i `x 12"), I'-o" WA G4) I � 62 FLOUT G�NKI IJK - � �MBLDMEN? W 8 x 24 1U IZ 11,1 K GaICl�VY r - _ I - YP _ ---- - —W 8 x 24 I I 4 DETAIL AT TRUSS BASE 5 ROD BRACING AT COL BASE � ROD BRACING DETAIL PENTHOUSE ROOF TRUSS ��..c� tY 52. 52.co %IGA� Tt. ►-7 -<&a- PENTHOUSE ROOF FRAMING PLAN aj2,10 %811 = II-DIS ,LUPE FLANGtE AS R<✓,atlt� 71V � I 2�2w / 'SH0 RT �TF-V HOLES I 51 NG1L� SHEAF I 60LTErJ I�EAI`� &CNN- 'SGHBl� FdR /8 A W aoUT o (TYr) I I CONN rIo OF *M-A - G A( GIN MIN Q�M,,,R,�g (L W TYPE P�01. LENGTH I KI P5 web T. eoll 79 .177 T- 12 WI4ErZE twccps 49 11 15.8 - ' -rs 5x A3")( 4 Wit, VM > . 215 D _� �- 7-r P• I ® 4 1211 X12a 00-411 1 >R 4�'`' � . O 5 15 5x22.5 W/5HORT 5L0?TEi? Q I — ICv P. I I HOP+IZ - HOLES Ff:29 '1j8"� Ib" LJ I A325 F 501-715 . TRIM \NT U FL&NGE a GO V S - A ' 5/811 ROS E!mA.ZAk1d3 Ft7K wIM-Lv. (7--(Fp) L-j L- w/* GLENIy U45F,- WT8?f:-2 �P t.,Wi+e XLAbLt a TUK.I.I6UGr- - -� N (`TYP• RG>nF TD f✓1E1.N• FLR� RG'M/ or f�l.'f'5 P�.G2'b, N N CL � 3 � ,'�110 ° a TYP BEAM TO TS COLUMN CONN_ q TYP BOLTED �i�I CONN SCHED TYP BOLTED BEAM CONN j 4 - � s S1�P IJOTE 20 r-Loor- 6,&,. GCUr�Po�ITE 2 VZ" C,o kje re.--rE 'TO PI"11JGG Ef 1 N 171 e-,A?ES ?- DIST 65) P.�M• GONN- T�r�L .. 5 E co 5 co F �ET�I I.5 gGNt:DuL>� �i � a H 2 MECH. FLOOR FRAMING PLAN Z l Z awl U 1 - 'x/12 x M M � G (� lYlww Z.0 A oxo 10.9TI;EL I ►. _, I,u.-�3OC.•50 ;Ir= 'Z of rJ_ �S/g" RDD �RPGII.ICa o, ow K tv N TURN 5UGIKL.E (TYP 064H. FLK., TO ala• o 0o I d C7 '• 0 v ° .11111 !0 1 zy a o h N Q vinO 1 I� ■ � o V1 LINCOLN V 52 rP DATR JUNE 19, 1989 I•JO'TE; MECH. ROOF FRAMING PLAN 5Z 1�B�I �, 1 1_ • 152. � L L I 71':88. 3 ,89118 'ct„ir8•. ., I _ r I ► I 1 I I I I 1 I I 1 1 1 1 I I I III 111 III 1 1 111 111 iil 1+1 III 111 Ili 111 III Il III III III Ilf III III III 111 111 111 111 tllilll 111 1111111 III{11111111111 III{1111111{111 45 OF 51 IL 3 4 5 6 7 0 I I I>f! NOTF: if THIS MICROFILMED DRAWING IS LESS CLEAR THAN +� THIS NOTICE. IT iS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 4Z 92 LZ 9Z LZ 1Z EZ ZZ IZ OZ 61 91 LI 91 51 rl - �1 Z1- I1-- -01 - 6 - t 9 4 r E Z la.nr dllhl�dNNIuNIIuJIHLIN116n11uulunlnnluH1111111n11u11�IH111111►luhwhullunluullullnnlllnlnubmluuluilllnlGlnlnldNnlml{Intlunbwllndnulnnblulw+llulllluluallulhulhlnlllnhudlwnuluu�ulluu�Iu�hnl�tWbul _ APRIL 11 1991Tr +- r ■ I y ■ I /6011 Ir : - — --- : ^ N - --- - 7.77 SEE PLAN LLd to O17 0 v Q oil -------------- -. #�C I lam"O,G• � - - --------- —�- FAL — %A F.t�(iE .� �- � � V ' ! ��. , Fes•- / I • — -- - - - `' -- U. 23• 4 1&"0. EA FALE ,•' �.,, ..I I;A. FA P, � „ � -I t o1115)*10 477 _ —.. _ _ ,_ I F.• 1((1 FAL 707. b :;�?;• ' — - __ �., I' — = - , U -- - - — ,, :05 I WW1 F---- !a u< Ilk- ID 14-11 11 I :04 (P Idol' 0,6, -1t4 C' I to D G, .� ;i EA'F LL F,o.C.E (tvll lo\,\ TL r TH FLOOR _._._ _ __ L .,. _ —"��._�• � W O IL �t4 @ ICo" O,G, � �4 Cry Il0'� O:G• u tl �A. FAC- • � � � �# C 3 10 e+ T+I F LOD R — ,• �. :'�-,.� •;, F_t,.,2,41—SOT--- 0 IL u! I 1 a� LL 6A,F / �,,F0 r. I ; 1 3710 — Lu W I ►� I An � � � u1 old1 �I _ 4Q I(�" C7•G• I -- — - 4C`� I(onO,G� 0 11 t4( 2 N D FLOOR —-- — — _ —— -— —--— - G� ',• ;, I --______ I' - p-L. 2.17 17 rT --- - - -- — - I I — ` a �Vtl�7p i F o 4'-0 4��:.) ICO O•G � !d� � � � `,3Z V - --.- � AGE O — Ogods I II P 4 CrYP I G•A L) �Q o rFOR COL. . NQj COL, 4a&HWU _E N�103 0\3 � 160'O,G. r,I , n cC) AA y U " v # lam-- r-. ■ o V)i v' PZ f. �, CaROU1JC� FL002 .-- ., - : _ -TM,•-- --t„ - _ _ ., . :. . . -.._ .. • l:;_..k l_ _- Y._. _ — 2 5 I Co O G PON Pmoj T TANCOLN V f 1, v- � •4 a ' . isA. P4-4!• T #4 Co O G EA. M6105 F DN T M IGIVIGyt7+ ., Vw _. . \ — C` 5 0 F8A GOE.G IO IQ �4 1nlO.G. EA FPL� '1C . I�pll Qf✓.EArA(,E n,►a JUNE 19, 1989 SHEAR WALL ELEVATION SHEAR WALL ]ELEVATION SHEAR WALL ELEVATION _ SMEAR WALL ELEVATION G - ,� ,,, 53•I 1�4 1 I I ©�� lo) 1�� _ I I DIS ' . �g)TF, LONGR�,TE POK 5HEA _ wau.S LfV' S�So�oo� l FI.00Rmom FPS 53 . 1 ■ FEPMITS SIT891.289, 9917.I.E', Ii91..':;;I I L • � 4� f1F-' �1 � ,rrrW�' r:vaaruat!n° a �>unts�atilRw:•::re�w;rs.r�aro�guar°,,.,, M,4.;, r.f . . . ay -gf..,hp>w �:vc.�t,'ri a.,-�ymfi•.••N•r!^.Abv6'f k,tiFWnSialM'MMt+rn4+M9i�1Mill !MF"vr wrifow rh .-.,, 1 1 1 1 1 1 I I 1, �� ''• - 1 111 111 III 111 III 111 III 1111111 1111611 1111111 111�111 f1111��,H, � �• � .,r.>".w«,„-... r.,..•+*..,h.,,.. _, ,,,.,.,Y, v;,.,..,,�.,,,o�,.•..,,,..e.,w,wwn.••.,•.. 1 I i I�I I 1 11)11 I 11,1 1 11 I I I 1 I I I 1 I 1111111�11111�1 I 1��11 11111111 1111 1111(1111 111 11 11 111 1111 I I 1 I I I 1 I I�1�1111)I s; . .w �6 5 s � e • o 11 i 2 . 1 2 3 4 -_ NOTE: IF THIS MICROFILMED " DRAWING IS LESS CLEAR THAN THIS NOTICE! IT IS DILE TU THE QUALITY OF THF. ORIGINAL �"'�"' 01 b • DRAWI . OE 82 92 L2 92 S2 1v2 E2 22 IZ d2 61 BI LI 91 51 it EI ZI II NGl 9 S 1r f 2 1 ' dI111N1I1N11NIIIIN111HIInIIINI11111tI11NINnI1N1111N61NIII�I�11�I�u��NIINIhNIII1111uWIII1111uhIUlNilllnlllllllNllhlul�ulllIIIIIH1111111tnlbulllluhu�n1111udnulu11bw11u11W111NIIIIN111Nllunhnlbw�ulul►V1u1Wll�lublulll'1�wh1H ... , APRIL, 11 1991 Y . I Y I ■ « COLUMN SCHEDULE DA.9, 7Z� t , 9-9 E-4 E -S D'4 o_'br D-3 'F 1 �,•. � D 5 E'7 E•-e S1 ' • LOLUNN 1 -I,GIo•DI -2 , G-9 0•7 - rtnlu �F 9-11 o-� /� e - !(.3) G+A --- — } } 4- A - F DICAD KLLM DI f/1 t G3 O N a1 41146 I& r93 9 97 N A S --- •4 U Uvt LOAv 13 _ _ 7TH FLK, ..CDC; Tm A, �. -. _ A 1P 4a` TI[. 9IrGIN[a Ib 4 IO I!J _ _ 1(O 19s n 199 231 n -- -- DEAD LOAD Ino r 142 Iru 1 LQ� _A 51 f 52 52 • w:2 A — Y W z LIvE LOAD Al 35 N 52 N Sim — -- — _ z DTH FLK. • � + � I t 4 `p GOL. TYPE. A A A 7I A 4 $ G G D TIG 1(D N ICi Pz^t? LOD 8i GsS !dam A 211 221 25O 21 9 91 $49 S — LIVr& LOAD 0 49 vs [PI 74� - 5 ZTH FLK. — - ILL. G G D 60L.-P uwo U 4 4 1 Ito A �7b 01 9'ls 4 �iob ; 41a7 TYP. BOUNDARY MEMBER TIE SPACING DEAD LOA[; Za2 " 300 " �%` V a3 7a '� 7e 7B " TYP. COLUMN TIF SPACING 2 LIVL LOAD !sO sI 7B o m 59.1 .I COLS T`fPB G¢ D ONLY 4TH FLR. t t '! G D TOL• TYPE A I� IU IU14 A TIE SPK-InlCa I!i rT� a DEAD LOAD (a4 19 379 918 87 407 9 i 91 LNE LOAD 3RD FLR. G O EL. D {-� O COL. R-IVA -_. WAI CLNEV ITA ONh TIE AiPAGINCa � & IU a` 19 - O - W TIOU / 9EE SCHEDULE /' !� 9CGNh DEAD LOAD 424 IF 4�8 E1� Z4 X760 O 5ff5 - 1007 x 1 03 LIVE LORD 78 i 04 7 �( I 1 7 e " 104 s 104 p IO4 w ILJ 17 N Col N /� II1 O J� 2ND FLR. ♦ + t __ \�) I-"' - -GOI., REIIJF, L. • i �— � hFE SG HEDUL� " N G p � TOL, TYPE I A Q' A D G U TIE ZPAGINU ICo ICo Ib j0 9 709 b21 �� Q O i DEAD LOAD M�7 m 537 5� 930 I GG3 �`' I17 117 �- kGtOK HORI2. 'I Rf+ LIvE LOAD 87 I 7Z 7 M 09 3 2 7 p - @ END OF WALL �, t Pop- WALL. OR. BEING. SFS GROUND FL}. ` WALL ELEVATIONZ m w ` W * gEGTION�a. N O - SEE DE:Ii.IL lo/Z°.�.I FDIC COLUMN ROWEL EM3Fo I•'IEI T IUTO FOOTINU . N WALL AT COLUMN WALL AT COLUMN - &.0wII FDR COLIII-1FJ-r%i 615-LOW ZND FLR. Is <xxn �I 54,1 ',Ri1gR: II"On rJ}.I '3'4n = 11'O° �-p��-�'^ - D 6ARZ ^�-^ 6AR5 LlJ R Pl AIL�j TYPE = TYPE A .s MCJ 911 O,G. 4Q 811 O,G. C (n -4 L +-t -a O 76-- }— 3U bARS �j PEARS 20 P�AIZS " . 10 0AR5 '�'� TYPG D -TYPE 6 p� TYPICAL COLUMN TYPES _ U �.I 0. �- N Yin TG' I { NA DOLL IEPLIGE SF— GHEDU� o ; , 6WR SIZG KepI Si<F 20" q va •- Y V N Yrj•' (.Ci �. p 6 O N m .Y M O e O^ Z. ik 7 'pin 8 d 0 # g SI11 oflH * .7 [PN)I' PRen1c LINCOLN V it 10 02- 1F I 1 101" om JUNE 19, 1989 urmR I JULY 17, 19117 1 JULY 29, Hi" 13 COL. TENSION SPLCE SCHEDULE F'FF'MITF, SIT891288. 891318, 091144 R oY L 54. 1 ,1 L 9 47 OF 51 r • � ___.... _ n+�,.r.�-..�..w 111 nie. .l.iy,l4w, --ilim 1"11110111111 Erifn wuA��ll� y� I�1�III IMI IIIII 11I�11111111111111111III1111111111111III111Q11111111�II11111111111I I1111111111111PIIpIg11g11gI�IPIIpIIP1n1I1PI1PIg11gJ 1111111111111 SIIIII11111111'2 - t Y 1l Ua FOIE; 11 THIS R' GRIN LES CLEAR 110 IS LESS CLERK 1NU1 Y M15 YOI IQ, Ii IS MIM _ _ THE PIRLI TY OF THE MIG INRL — ( DRRRING. OC ■2 ■z 1z 92 sz N2 L2 zIz 12 02�.1 e1 all LI ■I sl ♦I V >!� 11 01 4 " L N C Z �n111111I11n1NluulUUIIRJIYIILIIJII111111II111J1U11NILONA...I1114N1111111111n1I1111I11vI111 I1ryHV101111111111111i111fL1nlilu InJlmlmdml�m6roLudnx�dllNlln11w111YlYm6mhmIWIIMIIMI�IIIIll11�11111111WWIM11 3L APRIL 11� 1991 r � �`cQ11tPRQfr, . � - ..- ,._._.. w .�_.,..........,,....,.....-...,.,._..r. v-8011 -•` — -- D 6QV PZ- ,Np RIPTSION�I:l G SLAB SCHEDULEPOST' EN� � WIDTH OF P t_FF GRIToP 2E1►.JF. SPHki FORGE VARIEFaw. �o�r' RK STRIP SrAN eD-r, RI;IwF, SEE. PlAl�l I- FF 3$ K Pf h •� � �8 10 4. , . #4@-I POIJTS CAU-E-D vv j- �j Qui 4 ( ON Pl-AN5 F2D �r� Ili"D.G, 'fYP. J J.0. 'rbP K F.I►�JF ,t� 6p 4 Ila'D,G, Y ) \ 50TTOOF SW� Y OIJ P/r �LAP� YPM SGHED �J <,GH S12" O.O• _ ---- ------' - -- -- --- -- -- - ------ ------ --- - - - -- J K 2- , �' 0.40 12" U•G• 2 C� *cam@ ul 0-&, I,5- 3F1. O .Z,o" I 5 �Pf. 3-A 4 7-8 ��{ ( fes" Q.G, S, C� d4 C 12 0,c, b-9.5 — '- � 7 Cap � 2- &ENTER OF OK I Y �_� SNF, *4 @ 16) #�aC 10 O.G, !,5- 3 Ir�.Z K�F?. OF -TEt4P4No SMOOTH -ON 17 K/Pr, - Co •4 0 l2' 0,6,- 5' #s}@ 12 O,G, -9-r7 PAftA�LIL C UtzvE iF ..Y� U.N.O D►J P/T oC #�I�d 10, 12 3 1-7 h K/FT. S- Lo �I @ 12" O•G• S, #'4 12" - - `} 'p Kr►1o, igMl! Ic Tn I j y-4.2 FO ft � �Np SP�IJ tEr.IIJIFIYP. IIJ-fE1210K'_ �PP�I�I IIJFOfCMATIOIJ I.JO'f yHDWti1 . S ,.I TAPERED SLAB TYPICAL P / T SLAB DETAIL II II O ! 7 2'�'811,5K�FT. 2 #�•@ O ® 7 ;o IZ5"/FT 4 4Co., i2 0.C., -- 2��n VAR1I�a U sEE PIS, I W :all K rr, 4- 0.1 #4 2" O.G, #<I 0 ID'I O.G. W 7 - 6 -P�T TE1J(%1�►J I O �,0A 17 c, K/ T Y� #4 Cry 12"0��., 3 a 4 12" O.G• 8 -9.� �.�✓ FT, 32/BJ 4 12" 0,6, gI.�.-9 3 K/pr, 2- 3 lz4 02 O,G, *� ID" O,G > 1-1 / de W FT. 9 - 10 #4 CZ 12`, O,G, Go f �JpTF ! tet}@ " 10O•G, 1, IREfER. To I��+•2 FOIL � 1 ICf•'IATIOI.I NO'r K 5-Co (� #4� 10 Ole,, 5-C� 14,g �P'T, 12 8' 8'' 17,E /�• ��_ IO �4 @ 12"O,G. � �4 @ �a-'' o,G. I.IoTE� Pp.Rp.L.F LL TO e LAb F:'r. IZ o. 8, -�— EDGE OF OPENING ,� �'. �' 28KiF. SLAB TRANSITION _ POUR STRIP 5 o �+ I II � 0 � 3/4 LcF-0I " K 8 4eI0V G -1"c�P � erg^'• �C�'aE of �a.� , (TYp) p^60I j .LS (` r,) - miW. GUK.VATUM I-p" \\ A 1,�P) r ) I � TDP ear, � - �4 4-OI z �Aj 'e� � vTYI') C/) LE TEMPERATURE REINFO G`R' SLAB SCHEDU _ _ MARK TH16$44 % w• &Aft -7br alI REM -aLP.� 'THII,i�IJE� IZEIIJFDI�G�.MENT 5LA6 c7PENItJI� 4 @ d5-1 Gpn FZ.P.DIU'� ,� �l.oG� OUTS (T`( I. *,LL oP�1J11JL� "�/A VIMekl 100 OF �2� 4� Ifd� "GfOOf•��F, Oft bRJ:A'fER ��I-�Al.l.. +IHYE -TF-10 IZEIIJF. War E ; 2, TNI' pEl NF, IS 11.1 ADDITION TO AIJy 5-� 60' �'4@ S04t� Ila' D t Rpt — Fo—f�. TRII-�1 RF_!t�F. p•Rr-�UNI7 OPENIrJCa REII.IF• INDIGATLD D►J fHE PI-AI�IZ . U t , sEE 7/SaI.2 CT•f P• ,) - M REINF'. AT OPENING b EDGE OF SLAB DETAIIIit p 5 -4 14 � 1 L a TENDON LAYOUT AT OPENING 7 TRI 'T ll o led 3 MOTE MOVIn I'15 Pcal FOyT •TENhIONINCv g'�IeE55 IN CiLAB -I m 1 ;-< \ e 0,Q Cr. o r. A 00 N V V N _ 41 1, . M. a O N ! IZ C0 C N 7 1• 00 I fD � O �jN� th ■ 4 OU7 - t rRciecr i.NCOI.N v nen JUNE 19, 1989 �s�namr .UCG. 13 ' 1969 smw S4.2 PERMITS STTE191488, 8913i.ti 891'R4 L L 413 OF 2 rv,... ,.,_..... -:.. r.. nr!ruw.ww .rrr�MllwrI�i�l��^'r,.w�11�IM�lwe*, •��IM�M",'. " � 'j l� T11161.111 ,I6EIIIg ^7I1111111�1111111�111f111'�I�IIIIsI'4'I'I�Ifltl'I'�0Itlllllll!III II1 4 5 111111'lil'I= -- +r NOTE: Ir THIS M i'.ROF I LMEO ^ DRAWING IS LESS CLEAR THAN T.iIS NOTICE, 11 IS DUE TD THE (QUALITY OF THE ORIGINAI DRAWING. 6L 62 LZ 42 S7- bZ EZ ZZ It OZ 61 81 L 9 E I 91 51 b1 E! Zt II QI 6 • L S b Z I .nllun6u,hu,INNINHI„nhNFIFIHbminnlNNluuhndnn6vFIFIFII�Nlhnlltntltnt�ul►Illulunlunl!ntinnllutlnu�nnliln�tu�INulnnlunhuduululdnll�nubulhuduullluluu6N11nNlnuhmlllnh�llla�iw�uuluu�ullu�!t�llldlul�iWbm .'; .APRIL 111 1991 All �a R Un dclue POST TENSIONED BEAM Sk HEDULE �" _ 6,4B B IS"O.& -rte U-0,0 __. -- -- sell - 1 Dewr> v xt Xz E P ®►o DFA mu,IFaRLj�F'►e►�r M/►.RIL (_IN•) ( I►.!•) ( 11,1 ( 1►.l.) ( K►P+5") �► k' G I .G. "I►, 1 7 2 9 t 7 (2)* ) 12"D PTI 573 j4 ;—"4 qrp. 910° HADIIL ---- -� two," , (2)Atd) (2)*7 (Z)49 !1 '1 (z)" anQRq�i3Opb. owls++o (-rlr• u.1.,,v.� R�uof, ►�s. e F"T 115 '�4 I 7 T PT- IG 3e 11� (I 14 (1)''•� Now o —Jj- I �, Ip •g2t!n (Z)"6 ('2)*6 (2)•9 . (0*7 ('Z) � 12"tt7•G• C c=�L a� I � I , F'f- 1 D _ 310 ID � SII ol�u+ ! NA• � 10 .�..__.,. �r O� t9F + ISRAV I'1'N 7 29'� Ca) 7 (2`1 7 C2)y� (ZT�7 (Z�"D 11"o,c. .�.. Nr�T �. -� __�__- I�'f- I E 24 I�! IsP.(�bIpL1L G�►l�YE. 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ZINC, c Q i R�.I►.IF, e r - r � a � � •off &&JTEX top Ia"-�VrTY OF -mw owS �swlC�?TH �.,. ..�...r �...�. •.�.� _ L24CVL N V •.�..w...rw—..�"='� �.-.r.. ate- a..-.r 'o.�.- �� « y� I 11rw� 1 ^— " - REt►J f o. �I IJ G, b R�fl IJi,x a t.E,.l►J F, a F, li 1J 1/,►J. 11�s jU?�TE 19, 1989 O O.6 LI L ___L� —_ LI -�� A.uL:�, 10 , e )] -]B, 891744 BEAM ELEVATION PT-1 S4,3 • �- i 49 OF ,1 L Y lilt 1111111111111 2 Q jIp II NOTE; IF THIS MICfiOF1LMED { DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUF TU --- THF- QUALITY OF THE ORIGINAI. 1 w.r ' DRAW T Nf:. of et ez 12 to sz 1►z s� zz Iz oz 61 el LI 91 sl t►1 el zl i l of s o 9 s r e �ru111111111111111111HI111111N11HIlIH111111111111111itII111�I111I11N111tII11111uHllllllllllltillllll111111IIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAINIIIIIIIIIIII111111N1III111�IIIIIIIIIIII1111111�1UIf11111U11�II1111111�1111111111111111W1/IHIIIIIIIIIIVII111111IUU�IIUIIIIIIH r w APRIL 11 1991 I a R I y ■ • 15051L .n _--•`ter � Gf�ID �-�• t;IRID ....-- 9,�� 11) • ,►moo I'8" I SAf1E, PAZY PP, Pt-AUK> _ -�— �'`-•r— W /' Flu. �^'/�ol►.1T SrP.L�.R , -- I 9 y`� - I/8 PREMOLVE(7 ':WKIP. 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CONTROL JOINTS STEP _ 70K-4 8 oK 3 Ir I 51.�'I c,' Cy' __ _ _ 5-Co" ----.._ ��9 Tin I'-3 �-O� �•D 3•Cj -O I Nn SEE GOL. lo — - -.-- hGHE1�• I'-3 I�-(o I'-Co' I' 11.3' I'-!�'- I'.(a' I' -� 1 II-�11 2!I1�2� .11_ty21 NF, - - I-(o I- I-3 _ _ FOR R-F_J --- �• I C to - o c m - I U -,� �- - =o C5) 7 � �"-lQ r � - O O - fi I o , o o CL _, 4312" 0.(�, ` i C8 \ "foP - O I @ 12''O,G,om r 12" DIZ I✓E;J GAIT I IJ PLAGE Idl- • GO! iGiZrcTE PILE. .�r. 7'_C" t = Z�OIC t Z. ?�=Olil - n -Q- Q u Vj PI LE GAP QQ L GP�P 4 PILE vAP Q _ Of-I�1141 ILEEBATT R l— - P DETAILS 8 SHEAR WALL PILE CAP TYPICAL PILE CAP SECTION z PILE CA 55►I No 51G�-I— 1.7 )rA t/1 J �' LOW vELOGITY FA,TE► R 12" 4•G, LAP GIRAWL)LAR FILL. / �� GRADE 6EN'I c I I SEE 5PF�a. FOR w - E• SGHF.DULE GMU v,646,, , _a EX-_ 'I TYPE AND DEPTH (�_j fae1JEFKAL WOTF� r GV W ELS 'TCS MATCH FO fZ 1ZEI 3`0 ,fit LV VISKT, (KF, W r-, -r.{P H F_AD DONT. GOUT• (2)� 5 GOI.1T• - 12 4A. PaENT FC 640k , �, -- _ IN BOND ��vt �I IJP L� p.YEI�. � �, MAICK WIDTH P"TH I LOW& RI:.I N F, Srf IRRUPws _ _ O G,D I I-O" ILO" (1) *7 oILf - s -� � _ -I I .� `� �� G13 f —. ------ �' CL Q RP.N U LAR F I ! o ! 5 c:Gt►J' AP \ SEE ��rECJ ,' I�•.011 I'-&I � �jPLI ( NIS MF�RPJ'JE `SANG' \ �1 Y TYPICAL GRADE BEAM DETAIL I THICKENED SLAB AT CMU WALL IZ TOP OF CMU WALL — I3 CMU CORNER DETAIL GRADE BEAM AT PILE CAP Io _ .I 3/•4 " _ ;' �, 55.1 3/4►1 I I .O 56,1 NO ZG.Ie•L.. v 55.1 No e-x.�•L-e S5.I IJo SG,o•l.� T _ J '_,I" MIN• 11AINL-Eb5 IMEL ' 'i1" SAP a" :' INEZ REIN�OKGIsD 131ZIGk 6ONV 0M, w/(I)#4 1/2" nEFLEGTION H,AD .a _�z MA�GNKY WALL » REINF. 1JRIGK I %Z" + KOP x I=(ol `-' 18 G• (MAX,) A r 8" MA�ONK7' \,NOi w z1. FANr,L V1 PAN61, (MIN. ('Z) GVNN, I'ER PIEP�) �.; 111 1 ,N OI-4 ANIJ!~ I C2 - — (a7 211 4'/'L'�ELy10n1 G8 l-rw�i ��' (I) �MLF x CONT. u' 12�INF FjI�IGK MAGjONK'i N P hV x 4 a •o V v � .». -- # , G,TU C.� 4 �44 u� PIER-til;E A�GH. P1vU � o ,� „- ' — '�• 2 41 u A 2.1 Pak 1.06ATION w o o I n o !— + ; VE12T E'�ND CSM, W/(I) q- ' -- — �--- _ — @ MIL)-MT. OF PIER NOTE z .10 00, F - — — — (I ) PANEL MANUF! TDm -- •'� :� f4 G 113 vea(MIN, - 04 q 241' Y REINF, �r<IGK MA�iOtJRY " o I I �3/b,�0„ x �.�z�,�/ o C2) PSK r�1Ei2�. a'=o" P r ■ a �w (2�-II&IIh ��37� pal- - - J �, r I wAI,L AN�wINc� LoAD _ - FttOM PJIZIGK pIEIZ. PLOW, VO 12 P"U1lC7 LINCOLN V ' Wa.u, v�eoLlAjv —` I Nc I'�hl, w/u) 4 (�� SEN, coNrrWTOK 10 L �\ G�I��, 6,0J►J- L06AIlON �.� JUNE. 19, 1984 OF I��IGK. WALL 10AMei. - �►4 TO BKIGk, PIER P>ELOW IN, _. - - _ _- )p W ITH PANEL. M^NUF R vw0W ;II O� -JULY t- 1 ISf39 Ir•. THICKENED THICKENED --�--------- SLAB / BRICK WALL DETAIL � SLAB / BRICK PIER DETAIL Ii,,E�V,�ITOR PX�' SECTION I� ELEVATOR .SEPARATOR REAM CONN. 1� CHANNEL CONNECTION I� 18 �w 3s}" - II_ OM — lrf7, I 3/4' ' I -d I !4"s 11-r' S5. 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