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10260 SW GREENBURG ROAD-45 E�D FE.- LO E e Tigard, Oregon o F;Ocl Developed by 'k N Y c ROW co I L J -.--i 103W SW. Greerbag Road APPROVED FOR CONSTRUCTION CITY OF TIGARD Tigards Oregon PERMIT SITE ADDRESS,/A0.2-Z-0 I BY PAST STiiKeT .ADDRESS NUMBER ON ne✓�'"''r �,�, jGS3 S. E r�;►aR TC FIFST CALLED IhSPECTIDH SO 'KHAT Il IS READABLE GENERAL rONTRACTORS & '0-CONTRAC- , i Awl- � FRDM CURB. TORS MOST HAVE Ci IY OiJ31i?tSS LICENSE W AND ALL NEL-.SSARY CITY PERMITS PRIOR TO PERFORMING SERVICES, MA CKENZIE / SAITO ASSOC . P .C . INDEXOF DRA ARCH[TECTSWIN ( YL McwIECTURAL t°� I� �. � . 0690 S .W . BANCROFT ST . PORTLAND , OREGON CO.1 MASTER SITE PLAN OFFICE TOWER ,�- C1 .1 SITE DEMOLITION q2.1 LOWER LEVEL PLAN . - C1 .2 SITE LAYOUT PLAN C1 .3 SITE GRADING PLAN A2.2 LOBBY LEVEL PLAN A2.3 SECOND LEVEL- PLAN 0 R .4 SITE UTILITY PLAN E E P I E C1 E 0 F F I DESIGN T H E C E r C1 .5 NOT USED A2.4 3RD - STH FLOOR PLAN C1 .6 NOT USED A2.4.1 6TH - 11TH FLOU^ PLAN R D W I N A L E X A N E C1 .7 DETAILS A2,5 TWELFTH FLOOR PLAN CONSFULTANTS STRUCTURAL A2.6 PENTHOUSE PLAN DALLAS , TEXAS A2.7 ROOF PLAN S1 .1 GENERAL. NOTES S2.1 PILE PLAN 52.2 SLAB FLAN- UPPER AND LOWER LOBBY q3.1 NORTHWEST/ NORTHEAST ELEVATIONS ENGINEER MAKENZIE ENINEERIN IN .52.2A RECCESSED SLAB PLAN _ LOBBY FLOOR A3.2 SOUTHEAST/ SOUTHWES( ELEVATIONS S2.3 NORTH AND SOUTH WING ROOF FRAMING A3.3 NOT USED / TR T. 0690 S .W . B A N C R O F T ST . PORTLAND , OREGON PLANS _ FIRST FLOURFR MING A3.4 BUILDING SECTIONS PLAN A3.5 BUILDING SECTION S2.4 SECOND FLOOR FRAMING PLAN A3.6 WALL SECTIONS S2.5 3rd - 6th FLOOR FRAMING PLAN A3.7 WALL SECTIONS S2.6 7TH - 12TH FLOOR FRAMING PLAN A.3.8 WALL SECTICN S S2.7 PENTHOUSE FLOOR FRAMING PLAN A5.1 LOBBY ELEVATIONS MECHANICAL INTERFACE ENGINEERING S3.'. LONGITUDINAL BUILDING SECTION A5.2 TOILET RM. PLANS / El EV. ELECTRICAL 6452 S . E . LAKE ROAD MILWAUKIE , OREGON S3.2 TRANSVERSE BUILDING SECTION A6.1 REF. rEILING PLAN - LOWER LEVEL A6.2 REF. I.L-ILING PLAN - LOBBY LEVEL S4.1 COLUMN SCHEDULE A6.3 REF. CEILING PLAN - 2ND LEVEL S4.2 BEAM SCHEDULE A6.4 REF. CEILING PLAN - 3RD - 5TH LEVEL S4.3 BEAM SCHEDULE A6.5 REF. CEILING PLAN - 6-11 - 11 TH LEVEL A6.6 REF'. C EILlNG PLAN - 1"TH LEVEL 55.1 TYPICAL CONCRETE DETAILS OTAK . LANDSCAPE 55.2 BEAM REINFORCING DETAILS A7.1 STAIR SECTIONS17355 S.W. BOONES FERRO' RD. LAr-%"E OSWEGO, OREGON S5.3 CONCRETE DETAILS S5.4 BEAM REINFORCING DETAILS A8.1 DETAILS S5.5 CONCRETE DETAILS A8.2 DETAILS A8.3 DETAILS S6.1 BRICK DETAILS A8.4 DETAILS A8.5 DETAILS S7.1 STEEL DETAILC S7.2 STAIR DETAILS S7.3 NOT USED S7.4 STEEL DETAILS 10260 bn sw GfrU NPut+ F n s rF l lr ..-.____ -' P, ' I N w.-a.,...._._._......wn , S 1 IrVT IqII I~I`II_{I►,I NflI�Il IIII,IIIIIII I1,II1III,IIII,LII�,I 7II,II,IIII NI9I��I.NI IINI4II�`ZNIIIII,bSIIII IIIIIIII„VIII II,lI T_ IIIIlI Z -�Z8 I �81I 1 Lf T 9TI 9 i 1ET`T £E t Z i T TII -ii II J• - .,,.APRIL 20 1994 I 4 LEGIBLE THAN THIS NOTATION, i �IV � 8 � 10 11At THISDOCUMENT IS LESS IT IS DUE LFyoJ9 IZ,THE ORIGINAL DOCUMENT. ZbZ9Z L OX IIUI,III,IIIIIII,IIIIIIUII ►,,IIIIII,III►IIIDIIUIII IIIIIUII lilIIIIU IIIIIIUI lllllllll lllllllll llllll llll lllllllllll ll1L 11 111 Wl IIII�IIII llll ILII IIIIINIII 1 1 SEE GRAD I NG PLAN -Y •un«ie«. w l SHEET C1 .3 1 -- !wow as NEW CUR CU ,►�� M Tok ro 1 rl9rin�1/ 11018 Merle/ Q Q E°sVort Pty s L 0 C U S T R J [-A D 4 l w 4 AL 4• • A Sa > < o •e►� '.iiti`lrfiiM �OIIrIM� r1/. /0111I o i roc itI OL-WO� w . x mom", _LL .... . 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I L .. .m . K I I ,. �.> °LIN 111 �"o°"C� ` I I X T NG E I S I g� _� a: _J 2 ¢ g ✓ �� ITT w - LINCOLN _ r . . � N ' BUILDING � . . --� O I I I I e 1f Ic„ VE IF3: I I T r R E 'll l�� I "te'=o" _� " ,t VERIFY VICINITY MAP I (EXISTING) 1, Ml 3� =o�'' Lr North 7 I - N 36 34 06 E 10.00 17 71.40' o ,�C 4.so' 3 0 oN �' LID 4 I E X I S T ) G `�' l PnA ANn '� R H I I L T - --_-- — i ---— ti� LOCUST r�o / O - w - - L-u BUILDIN 4 � I_- t'� u 8 A V I N G.S � t j s- / 6 I TWO LINCOLN t- o a I a 1 I L C. LINCOLN Z Twl °' o of 2 TOWER �6 I I 1 (EXI`ST; G) a N v N N I N 4 1 11 II / I I 4 I , 3 , I ONE LINCOLN - — - - -- 1 1 8 ° I I I I I I I I S 2533522 E - �I I m d w! to I 6 w to N - / I I S 00 36 19 E ul ul ul u p I 23.98' \ f l H 5 a. a a l a I I M CL ' fiJ _j I LINCOLN ONE I ��' S N E 4 1, - (EXISTING) I _- s 8s 2e 00 w 170.00, - I I Z IQ_ I � < I ri I N N T E R 119) e'-o',� _ I w .j r 1 128' u 0' �Op T GRID A-1 �' 8 -- - L O C A T I O N MAP a (. I I I W I la I Q w North EX, STIN ,- +— �� ' s r I BU _ I C I 1 - y �W cn I I 5 I 39.48'E I$ i S 08 3D OD N 144.58' I g I LE� �I IN I Q EX I ST I NO PARK I NG I 8l�34�11w LIMITS of woRK DATE: PIARKING z STRUCTURE Ig � STRUCTURES DRAWN BY: E X I S T I I IW I U I L D I N _- - `` r.. . E E... .. .. .. .__. CHECKED BY: B �� r �' "NOTE EW PAVEMENT ENLARGED PLAN .'.`.`. . .'. . .`. . FOR REMAINDER O F PAVING ) F�Evls!oNs: 1rn I _--�_-_ 7/28/87 -- - - -- -- - -- - - _-W--99- -------- --- - I 1 PA/KVB '- 34 I1 E 445.00' I8/31 /87 wn KEYNOTES B C� �, ------- --- ' 1 �I � 9/ 15/87 lJ KVB n K SD I R E C T 10-7-87 : . LIMITS OF WORK ¢ ----------- _. ------- - -- ----------- ^.-- _ _.. _-------. _ .. _--__---- - NOT THIS SHEET 2 . HALF STREET IMPROVEMENTS (SEE OFFSITE DRAWINGS ) 3 . NEW LANDSCAPE ISLAND 4 . EXISTING CURB TO REMAIN -- _ SEE ENLARGED S . NEW CURB SHEET C1 .2 6 . CURB ' ISLAND TO BE REMOVED ( SHONN 0ASHEU ) M A S T E R S I T E P L. A N 7 . FUTURE CURB CUT WITH EXTENSI^N LINCOLN STREET n - - 8 . PROPOSED HELIPORT LOCATION S O / -" O // 30 PARKING STALLS DISPLACED SHEET - -_ __ 9 . CURB CUT TO BE CLOSED WHEN LINCOLN STREET EXTENDED 10 . NEW F IRINCOLNANTRWET TAP INTO EXISTING SERVICES ALO�� Al 1 1 . PAR STATION TO BE REMOVED C0 • 12 . PAR STATION TO REMAIN Z oto'S U G� 13 . EXISTING TRANSFORMER TO REMAIN of FOR REFERENCE ONLY ��- x'286500 10760 5W GREEN IE.R15 Ffj D,STRUC - PERMIT SET ISSUED 10-7-87 .. -.,,,wrway.•.v.. .• 9, A••A „.w3YYa . .1 _•, R i m.. -. d ,....,. �- • ' r ,. I � I I I I I I I T i 1 f i T I i l l I I I i l t I I I I I I I I I I I 118 I i IF TOTS DOCUMENT IS LESS t�fl,ll 1111111 1111111 111) ( 1 1 1 1 1 i ( 1 1 1 I I I 1 1 1 11 I I I I I I APRIL_ 213 1994 �j j �j ^ LEGIBLE THAN THIS NOTATION, L 4 I 6 I 8 ✓ 1_�. - - '" IT IS D:IE TO THE QUALITY OFNo 36 THE ORIGINAL DOCUMENT. ti-ii — - - - -- -- - - 1 [ I Z8L LZ8 �ZZ16Z £�L (T Li �9TIi��T I £iI Zi iiIIT I 8 I L 9 9IIIIIIIII III III1lIIIIIIIIIIIIIIIfllllllllllllllllllllllllllllllllllllllilllllll 'Illllllllllllllll�llllllil111111111111 111II111111111,11 1111IIIIIfIlllllll111111 )III:illllllllllll111111i1Lll11�11111111i {llllll!Il�lll IllllllllllllNll Remove All Buildings, Slabs, Foundations, _ Fencing And Trees (Except Those Noted To Remain) • z O ��,T*-t Tom• otez Ivy �. w t ( ; l �`•i - - - -- - - -- Lor !y_ - r - _ r _ a. 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VjCATE: [IL-44,4T .._� •P�JJ L -°�Pt✓ I"W\T�R-I AI` \uF-.L / LA?-j C4G°�PC AIzGH IT�C.'T WOOD F AME RES. .., k I 1 rT G / \� �+� e° WOOD FRAME p M E R INA DRAWN BY: ._ .._ . . .�• •I �°' T�h'1 '(�• _ I I •� 0�� I fie!\, d� , \6e, ,�0� �I 1 `�?��; d( �` ' ~�,� / ( -p�l`f�-INS} /`E� i2�QUIR-�`.> ( 'r --HT GI, CHECKED BY. !\•,S�r�-� �, __\e_• -•�iI ";; ��e".. ' � lti' - '�I -,, - - � , II �; ',\-- \ -�_ -e•�• •►` ta4,�, �,��I �, d� I c, ,,�b� �, �` To ' ,R�EV'IS�I'OZ�N; WOOD FRAME RES.\- b rt:' �TjorJ/aWJE9— , . , ' _.. .-. (��'c/9 ►��•; m^Av^h��U -�. 1 \�,�\!yl/�--a .., ' •-TI�_N_ 4:.' • - ►* _ 1tv�`/•lf-.t�-"'1.— ! ._\.�4�w'.� -••fir __\ __ _ � _ >_ _ . _ 1 e / \Ie1 1-�,�-•- `fj�% _ -- --\.�ti� � �. D rsc.T -�f VI`,p>T'LI NIQ•�,► I ITrr.I).-A1.,-_T l' �AP-T.I'S�`L.+.. �7 p,� I NG- Ga��►4�"r�LJG'TIICiP-;, l � c�'"c'• Y sH�l 7V[�'�• e-►o +' / 00A 21 R/W f mesa Url ITI T r�-."I-jIN CrjY!'.R 1 ', , % \ \l - 'T TH (zw�; $4ALT ,i 11� � ^ Q � � ,•y1 - ii �� ti/ ` �a0 a ^ etip Eg, t� 3E REM0--'�0 � T t ` M 10505 `• -- - - -- ' ` i ^�, AP \"• - ---- `ey --��,- T, \e _ -.� -._to4rc _ ` _•_ ._r__ _ .,`e bi eo- �ea_Nti�� _ \e - _ _ _ . _: -- - rte- _ _ _ _ �� Yx :�" I••�rC "'RAr.1gFM�.R 'rC� R�I`�IAI l. ` �� `�J OF 6. ` 1✓�� C,' _ - -. ---- \ ,.'�� e� ',O. �.� Y4CK[N21EIS41T0.43lOCtATId.�C M #RA1CK ORA" 1 tNE•1137pC os Oy D1N m H44NND11 1 ER E [111 I , _ MAGclMyllMltO•4fl�QA�.,�. I rry7,ALL•I•rRS.I3.IIVp SHEET ��, ► C1 . 1 /\ DEMOLITION PLAN 1) OF 6-1-�-7 ter_ 286600 1'-30'-0' FOR REFERENCE ONLY nn No ,,� � NorthICiB NO PERMIT SET ISS ED 10-7-87 P 2 8 6 5 0 o RIC�tNG�' SET 6-24-8-tICS bi! SW Gf?EEIJL{IJt<t, F'D/BTF'IJL' O A� vp 4"S OF' 71 ,..4, .,. ,.fir.,+..• .:, ..•,.,, . (��►► ►„►►,►,il�1�;_,�I„T_�,�,,I►,-I�I,_,,i1I„I►„I►I„I�,I,-,;I—;,►I,Ii„I�-1�,,1,►►►,{ �I„-�- �►►►,;,,►-;,,,-i►„�i„d,„�;,,,�,,i, lil„,Iil ►I►4„ „i��1�-,-�i,��1��,%�„�,►,i„,►« I—�l,{�-►,-�, ��I��IIII�4 ��I�I<'<�I>►�•Ir!lI'lI lI"I VI�Ii�I Nz ll � r APRIL2QIF THIS DOCUMENTIS LESS 7 T�lilIIl �1994 LEGIBLE THAN PHIS NOTATION 6 3 No J•IT IS DUE TO ' iE QUALITY O ��IJi„THE ORIGINALDOCUMENT. ' i 77777 rw .� 491 _ jrA.�}S :. -.. u,.;.. „y .c .•t..I,:' 'i'r -. � �•i S �' .. ,Is �' «, . 777 r. A, � 5 • • Y :8 • I �,, ,y_•4 `FA'?. ` 5• • � r � '/ Fa I7• ti'• `M • p • � r r � � 1 �! rY. r 177,,W,4, � z cin �I d o •-- -- roF � �I N� [-dT -� LEGEND �. W Keynote Symbol ? a All" Q o g► Handicap Parking Jtall Q o z ..: 68 65 Catch Basin Z O C)Ujo O <ou) q $ ---- -_ Property Line � a°Ch N , T Y � 3 o ( �T�Tli1�%�� Cross Walk/Handicap Walk V � � z -- -- i- -- 1 N AC Paving SEE DETAIL C 1.7 w N N - - ,., - --• S OQi a M --- -- Proposed Property Lina `' EnoIn (p ! GI.-1 ...►«.. «» .w ;--- ^---' - - ^ -� A X' Ar NOTE: SITE DATA BASED ON THIS LINE PATH Tv VIC, I SITE DATA Ln Uj fel Imo• I-ATH L7 - 1 _.,. .... — - - .. .,--�. I T• �r--�I� Site Area � � W , . Zwo a ° F N 2 E 04 .0 �► Z 3� ova W Ct. 0 7b .t3D' Building Area - Y z Cr S 89 28 W v, Parking Structure Total 2 160, 5"1 1 T C�Zllq'S � -E"t'-� w Z < ToI�L-R j .� I,'f Landscape Area 0B5 -- - \� \ -_ti•rev►" " y� � - - _ ` Paved Area 1a: 15, 4IZI — Uj F 12 00 GR I Q A--1 «». -t'' �_- - _ PARKING DATA Z0-0 Z°1 O • d d Stalls 4 2 rF_ r IT N "I o• Stan arO ° - $ eHTr-Y To rill)- i' ' 1 Compact Stalls _ 2°l� w Handicap Stalls U. r 1•p�clC.lN ST�uY• -- Q 8 ---- � i( Total Parking 7�� m ° \ Z c� W • � 10 S � � C1 lie NOTE: PARKING STRUCTURE INCLUDED IN COUNT' 15 c� ^ O� ° TOTAL FOR LINCOLN N LESS PARKING EASEMENTS FOR LINCOLN I ( � I S 89 30 00 W 14 4 .S ----- To r11P-L_-VbA_ r - N� ,TIZUc_T- �/ • `W W -- ------- . ----—-- Z O I w IL T "� Q KINGr �TALI_`> I N �A�KI N �T+�-u��UP-� Z�cTvl - i M I ��►h-r'c- �U�I� r L)T �' �• UPPC1L- L el. 2 5 1 yGC � I DWG�� To �+�- _ � � Z. 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A T 65L "../ 1 .2 F-T5 ETS 1 P-86500 �� -r,v..'?�,� ''•. � � . .. .._,.... of NO � �� , ,I , , FOR REFERENCE ONLY I� SS UM 16*7-87 P286500 Il,.:btl w .I[:EENDURG FDic+TFIR: ��'� �� ' r THIS DOCUMENT IS LESS [ 111 I I I I'I I III I I III I I VIII I III 1 ITI 1 III f I lli I I III I I I1Tb Iii I I III I I III I I III III I I III�III III'II I^ I I I I I� .._.4.,aMIA.oIw...Rrlr ..we..W.....«....,..,,.AI... i I I I l if � f l l � l ' I I I I T l�r[1�P ( I I I I I 1 1 III 1 1 1 1 1 1 1 ! i I I I• I i I I I I�I i' I I I I 'I I I I I APRIL 2F3 1994 F _ II �� -I L L 3 I_ ' 4 5 lL� �_ y 11 1L LEGIBLE THAN THIS NOTATION, L—� - -� I�— I --$1 8' - -" IT IS DUE TO TJ[E ----- _-- _-=�_�s * ae 1 QUALITY OF __ THP ORIGINAL DOCUMENT. � 1 E L 8L GL 3� 9Z 6L ! `l4 L IL OT, 8T 131 Li 9T S[ 6I Eli LTJl', T 8 �L ! 9 4 tLIIIIIII IIIIIIIIiIIIIIIIII IIUIIIII IIIIIIIIIIUIIII►III►►Il►ill I►III►III I!IIII11� IIUIIIII Illi IIII IIII IIII IIII II ►ill llll Illlllllllllll�llll filll 1Lllll�llll llllll,lllllllll llllllLl llllll��l 'll�Il�lllllll IIII--T_ �1__1_- t--TTS 1 . 1 -_ -1..i1 �lll 1 ,e ° -7 CtD 0661 - ... _ a• Q ir Cl) - �\ fel 8 9 1 ? 1 100 .04 Z zzOD t I Z T(Y U D0Lr) t L1 LU J \ 19 cc I 1 N W p ----_`- �- `T W W (L o • I ` I 11 ---� 195 _ cc 0 U) g N . y� N cc ��'" i 1 L 1 tt ✓ O �l.•Tr S�i1t•M I ` q % _ nil'• 1gQ,yl �1V _ ' S I \ I ' S rQ T �, ,� L I I I 0 o Z I'1 1 w O -F/,t) IL MID-LRVSA- .� i S 19 � C:, 1 N a � 7/ T°bN� CL I N �TR�.JC. t.%'' r - — I i I �--� 1 _ 1 t SIJ { .. : - - �� /i� ' \� \\ �_�-_- ✓../�' �\ \ \ _ -� -_ �• �-_-�.��•-----_� � '� • It .�.� -----� fZAt�I N C� of J%- 07 4. I 1 Le 6:1 i ---100'- - _ Existing Contour DATE: New Contour ' too a Existing Spot Elevation TRAM BY: New Spot Elevation o Catch Basin GRADING PLAN V=30`0" =30 -O _ _ 4C_�`r No-r�S anti. ize North Y p. 'Z, 6xl'STIh-JG S�L;G`r��4.� "�, k'S�. 2�:'�kT/�.t� ` �• I .... � RETAIN►NC� W�.>,L� PI�opE�2�-r Lu�l� � _ p 5"t tvC� P4R 5'rNr OtJ -rc> •' y. ` m ro. �K I�TIt'JGr P,e.MC 7TATIo►�1 R? Be C2C,MA\/ED -I- fOuT�Ae curtg cUT-- P {, tR. MACKENP SNOT TASSOWATO PC N { HESE DRAWINGS ARE THE 1'AOPE L WGdLN Tbh-I�(! OUCED IN ANI MANNER EXCEPT WITH THE SAI AND ANL NOT TO BE USED OR AE►g0 1t PRIOR WRITTEN PERMISSIONOFMISA -�"� �L�1 �fy1.D F'� � 'h.f=.�-Ih�G � �tulC_rImo= ,�,I •.� SHEET L610 _- ----- I,. •1 C1 .3 j,7 1 -- 0. . . .�� iEa��-o� P286500 x=13 FOR REM .90 r ` 1,t'.26�J SW IiRE.ENEJURG I:U'5IF:IIC r , a p E --7-8 -F �..4.. .� i f •'). -, .' 4 Y, .. . ♦ r *I'" "•..,rw.-u•Nl•wNR•ArY.MI•a....M:Wr:eNr..wMrwm.1:•4s-:a.anawr..x•-nIM.W(a a+.N.��eu.�,+a�R -... ........,:.y...u•A... .w•w.r..rw,..w M1Y' +n�7 � {':. -; ! � •.�: ,:� --1•'+iM•PNMWriNI/Ytrw/�R+ti*••eeMMN.n.•.rw«.rn.+.rwr�...r A.MwWM.awf,•nlawr.�e. .1ds•VPAR�110S^MaJrA.�f�sau:t: _ .. "�!1`�' _ � w o �.;at» +»rs. •. i I . _, �.,..•,. �...., { Imo! I I I I4I I°I � '31 T �T i'�h f � f I ,�5" III f11 1 � I I � I ( I I � I � I II III ` (.. I III .., , . .._... r IF THIS DOCUMENT THI IS LESS T III I�I III'I I III III Illry I III III 3 1 T 11 I I III IIII I II II I VIII I I II 111111 I I I I I I I l l !Illi�l �li��- gPRIL 2(3 1994 1 G I IL !7 Ob IL �1. 1 L,EG213LE 'THAN 'Flits N07'ATION, --- IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. - — - - -- __ is �Z 8L 111t, Z �1111J,111111 iZ 07. BT 8[ L[ 9 1 l �� IIIA I!I!Illli{IIIIIIIII IIIIIIIII IIIIII1911t,IIIIIIIII�IIILIIIIIIIII IIIIIIILI II1111111111I1111111illlil lilllil11�1111�11iV 111111 11ilI11111111Iilll IUflllli Illlllll 111 111111 lIII1lIfIllIII11�:1�LallllLllll 11u�11 llll 1141 Ill,IIIIIIIII UUINIU nib GENERAL NOTES: METAI ; 1. The Contractor shall verify and confirm all dimensions. Notify the 1. All metal decking in accordance with pertinent sections of "Steel Deck Engineer of any discrepancies prior to start of work. Institute Design Manual for Floor Decks and Roof Decks" by the Steel Deck Institute (SDI), latest edition. Provide deck configurations 2. Contractor shall provide adequate shoring and bracing of all structural coeNlying with SDI "Basic Design Specification" of the gauge, depth �-- — — members during construction, and width shown on the Structural Drawings. Steel for galvanized metal deck units: Comply with ASTM A-446, Grade A. Miscellaneous steel shapes: Comply with ASTM A-36. Sheet metal accessories: Comply with Z CODE: ASTM A-526, commercial quality, galvanized. Galvanizing: Comply with ASTM A-525, G-90. � � o 1. All work shall be in conformance with the requirements of the Uniform IL Building Code, 1985 edition. 2. Structural Steel: - O 2. Design Ltads: a. All structural steel shall be detailed, fabricated and erected in w accordance with AISC manual, eighth edition. C'AA r- Roof 25 psf snow + drift V/ Officeps liload + 20 psf partition b. All steel plates, flat bars, and structural sections shall be ASTM ---. W w Exit, Core ren 6_ ve Lo-obby— 100 psf liveload A-36 unless rioted. LLJ 0 1 Mechanical Floor - psi or Weight of equipment Seismic zone 2 c. All pipe columns ASTM A-53, Type E, Grade B. LU Wind _ _ mph exposure B w ' ► d. Tube sections ASTM A-500, 46 ksi. N z L&- p Z0 ce o L_) INSPECTIONS: e. All steel to have one shop coat or to be galvanized if noted. LJ O W Co 'z ,1 Oto 1. All inspections shall be performed by an approved testing lab for pre- f. All welds with E70XX electrodes per AWS Standards by certified r I assembled masonry panels, reinforcement placement, concrete placement, welders. 1/4" fillet welds unless noted otherwise. ♦ ,� 3 L subsurface soil preparation, Steel bolting, welding, and pile driving. d! Q r Vi Q N g. 111 bolts shall be 3/4" diameter A325N, unless noted otherwise. IIII r0) X� LJ Install high strength threaded fasteners in accordance with AISC �cr � FOUNDATION: "specifications for structural joints." L 0d X o a 1. All foundation work shall :omply with the recomeerdation e'Id h. A/E to receive shop drawings for review a minimum of one week prior specification of the project report, entitled "Geotechnical to fabrication. Investigation Lincoln Four 9uilding and Parking Structure, S.W Greenburg Road and S.W. Locust, Portland, Oregon, for Trammell Crow", by Dames & Moore, job number 7941-036-041, dated April 10, 1987, and O the Dames R Moore Supplemental Report dated June 11, 1987. W 2. filings shall be structural steel driven to practical refusal in the Z ox weathered basalt layer. Coordinate refusal criteria with geotechnical IM ? U Q and structural engineers. Steel pipe shall be a minimum of 9-5/8" W A m o rn d;ameter x t = .45" A36 steel or 9-5/8" diameter x t = .36" high Ile Z N strength steel with a 50 ksi minimum yield stress. U r sZ gS3. Foundation design is baseo upon pile capacity of 100 tons. •� � W ... CONCRETE: 1. All concrete work shall comely with the requirements of ACI 301 1 1 1 specification for structural , crete for buildings. Li.� 2. Reinforcing Bars: a. All steel reinforcing to be ASTM A-615 Grade 60 unless specifically Z noted as Grade 40. All billet steel A-615 Grade 60 reinforcement O to conform with the following requirements: (1) the actual yield 0 strength based on mill tests shall not exceed the specified yield d strength by more than 18,000 psi (retests shall not exceed this value by more than an additional 3,0900 psi), and (2) the ratio of the actual ultimate tensile stress to the actual tensile yield strength is not less 'than 1.25. Welding Steel Reinforcing: 0 ! Reinforcing steel supplier to verify percentages of carbon and manganese and submit mill reports prior to fabrication. Weld reinforcing in accordance with UBC Standard 26-8 with special (rl attention to electrode, pre-heat and interpass temperature. Mill reports for Grade 60 bars shall be submitted to the structural �--� engineer prior to placing concrete. b. Steel Wire: Comply with ASTM A-82. 0 D c. Chairs: All chairs and bolsters to be plastic or plastic tipped. U H d. Welded Wire Fabric: Comply with ASTM A-185 e. Fabricate reinforcing bars to conform to required shapes and [� dimensions, with fabrication tolerances complying with CRS1 Manual. In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will damage or weaken the material. f. A/E to receive shop drawings a minirnurn of one week prior to fabrication for review. g. Reinforcing steel shall be detailed in accordance with the A.C.I. Manual of Standard Practice for Detailing Reinforced Concrete Structures, latest edition. Detail drawings shall be prepared and submitted for approval prior to fabrication. Lap all reinforcing bars at splices as noted on drawinas or use table below where not noted. Use 1.4 x values below for top bars. (Top bars are /� horizontal reinforcement so placed that more than 12" of fresh U) concrete is cast in the member below the reinforcement.) L { j #3,#4 1'-9" �i•� #5 2--2" #6 2'-7" 0 #7 3'-3" #8 4'-3" #9 5'-5" "10 6'-10" #V 8,-5.0 Development lengths of reinforcing bars to be in accordance with 1985 Uniform Building Code. Reinforcing Steel Protection D Placement Minimum Cuver Beam and column bars 1-1/2" S 1 at• bars 1" 0 Wall bars: interior faces V.4" exposed to weather 1-1/2" (#b or sin 1'1 Pr) 2" (#6 or larger) Bars it members cast against earth 3" At all wall openings, provide a minimum of two bars above, br.low and at sides. Use the same size as the principal wall reinforcing. Extend these bars a lap distance or a minimum of 2'-0" hcyond the opening. DRAWFI BY: 3. Cast-in-Place Concrete: a. Codes and Standards (NECKED BY: ACI 301 "Specifications for Structural Concrete fcr Buildings" ACI 305 "Recommended Practice for Hot Weather Concreting" ACI 306 "Recommended Practice for Cold Weather Concreting" ASTM C94 "Standard Specification for Ready Mixed Concrete" le,/,t1 b. Mix Design: Prepare design mixes for each type of concrete. Proportion mixes by either laboratory trial batch or field experience methods, using materials to be employed on the work for each class of concrete required. Furnish certified report: of each proposed mix for each type of the work of this Section. All concrete to he a Grade A fire resistive, in accordance with Chapter 43 of the 1985 Uniform Building Code. c. Concrete Strengths: Footings, slab on grade, grade beams, basement walls and pile caps: vc, = 3000 psi at 28 days with 3" slump. Slump tolerance plus 1" minus 1". t ' Columns: Top of pile cap to base of fourth floor, including all a..�KrN,jFISAeR�ISNf3E"vEDro s•ssx:'.,vs •LL joints: f'c = 6000 psi at 28 days, 3" slump. Slump tolerance plus 1" minus 1". Columns: Fourth floor to roof,.beams and slabs: f'c = 4000 psi at ••rt,EOA.wiNOr TOSEAqF NE MUS- . 28 days with 3" slump. dump tolere"ices plus 1" minus 1". 4..:,[NLANY0*1E.EXCEPT _ �•ANDAPR NOr TU 0E U8lO OP nc�r., N�MOrI wptAT'EN nE uu 35 ON OF uWi.~ •,, d. Cement: Standard brand of Portland Cement per ASTM C-150, Types I or II at contractor's option. Use only one manufacturer's Printed ;•�tE, standard brand, type and grind throughout all work of a particular type. Nov 1111 e. Water: Clean, potable, fresh, and free from injurious amounts of oils, acid,, alkalis, organic materials or other harmful substances. 1VIACKtMl�EE11Ql�ki-�t�N, S1 . 1 f: Admixtures: (agents shall both be from the same manufacturer). Air entraining agent: Per ASTM C-260. Water-reducing agent: Per ASTM C-494, Type A, containing no calcium chloride or other accelerating or retarding agents. Fly ash prohibited. — + Aggregate: Comply with ASTM C-33. h. Floor Slab Hardener/Dustproofer: At contractor's option. Ensure P 2 g 6 500r compatibility with final finishes. itr �i) ;Ul I.a<'l_uN9UF6 p'b/Sfr-'tI!. f b OF '1 -- -- .... --_._..._,...._,.-....nix......._,.,: .::�- .. _ _ ,..x<... ,..,......- .� +{ � .. -. ., ._ ... .. ,,,,� ,.......,.. ,;.,., �*,•+... Aax� Ist.YPYimkJlWfi�l aTvrron,rs, r_ � • " IF Tli I S DOCUMENT IS LESS I7frIII11II!II IIIII � 111 111 APRIL 28 LEGIBLE THAN P117S NOTATiONfTh , I� 1994 1 t IT IS DUITO THE QUALITY OI� No 36 A"rx THE ORIGINAL, DOCUMENT. — -- -- --�-----T611111 - - - ' iIZ OIZ � I �iI14I � � I JIULLttl�u �Iltliili illl{IIIIIIIIIINIIIIIII IIIIIIIII 14111411 Lii U (IIIIIII! Ulllllll IIIIiIIII 1141IIlllllll W1LllllllUl�.11llllill�'1i111' 111 f a. 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IQ V / ' I ( TPC 2 0.4 I I TPC 192.83' I I TPC 192.83' I I Tp 189.09 1 I I I � ° Q \T/FTC 190.0�� --i COLUMN 'Q 1 //// I ( TP 196.67' I I TP 199.09' I I TP 189.08' I I ! I 1 A TPC 190.58' 1 1 ---7 • U S^ / I I 1 1 I I I I 1 1 TP 185.91 ' I ------.___ _ r �k TP 200.42'195.75' I I I f 1 1 I I _ - - _ -_ // II I I I I i I T/ca ELEV I I 11 - - \\\\ ° ° f/ t� \\' \ /'/ I I I I I I 401 .00' TYP. ( I I I TPC 190.0 O (9 // \\ \ /'// i 111 III I I ( I OTHERWISE { { TP 187.17' J \\\\ O J / T/GB ELEV T/C£ ELEV I ! I III _// 199.00' - I I 201 .00' I I GRIDS 3-7 T/G8 ELEV I I _ / / I I I I 1 , 1 1`90.00' I I \,\ , �. ch / \i \ \ A TPC_199.00'_ TPC 199.00 \\\�/// \ TP 195 92' I I TP 196.17' TPC 190.00'. M / TPC 199.00' 1 I TPC 199.00' 1 1 TPC 199.00' I 1 TPC 190.58' ( I TPG 190.58'_ Tp jER-� 171 ' N \ TPC 199,00' 1 I TPC 19. 00' I I -� TP 195.92 TP 195.92' TP 187.08' TP 186.41 ' / 1 \�� TP 194.83' I 1 TP 195.5'' I I TP 195.92' 1` I III { I I IJ / 1 I O L!1 �GJ / N �\ \ I I 1 1 1 1 I I I I Q O ' I DATE: ® \\a 0 OI �° 0 1 1 0 Q I 0 0 1 1 0 ` O n 0 1 1 0 I I I o COLUMN 6/22/8 1 / Ej FR _--_-- - - -_-.___ _ - - - ------- - - -- -- ---_- - - -- - - -L �- _� - _ <A> CRAW Y. A - - --- - - -- ----- --- - -- --------- - - -- ----- - -- - - - -- - -- -- k JB/PFl ---- - ---- - e - o ----- ----- -- - --- -- _a a csa- 1 {� _ - - cs- N e CHECKED BY: /O O11 (. T/FTG ELEV / / s `I% I �/ T/G8 ELEV �, T/GB ELEV , , TMA, JPk F - 190.58' 190.00' 190.00' r REVISIONS: r / / 7/29/97 1 RE-ISSUED SHEET r / 8/31!97 KVB - P I L E CAP TABLE GENERAL REVISION ---- -`v- 10/7/81 KV8 < �\ ti CQ I ; - ^---- DETAIL `' 10/21/E7 JPRSET \ > / ti TYPE O D REINFORCING PILE CAP PLAN A _ 3 ' - 4 " ( 4 ) #S EACH WAY TOP 8 BOTTOM 1 /S8 . 1 -� ,�, B 3 , -.� „ ( 6 ) - 7 -3-WAYS AT 6 " O . C . 2/S8 . 1 - \ Scale e 1 /8 " = 1 ' C C __ _ _-_ _-•N 3 ' - 4 " ( 101 #8 EACH WAY ECS . SPACED 3/S8 . 1 Truces Plan an D :•: _ 3 ' -7 " ( 13 ) #8 EACH WAY EO • �C?ALI, ^�IS�ESIRVFf' _`---1 SPACED 4/S8 1 Printed I o-. •• � Nortri North �-. . E ;,, 4 ' -0 " SEE DETAIL FOR REINFORCING 5/S8 . 1 I F 4 ' -8 " ( 13 ) #8 EACH WAY EQ . SPACED - G/S8 . 1 Noy is *7 G :• 4 ' - 4 // (151 •9 (SHORT)EQ.EO.gPACED SPACED _ " 7 /S8 . 1 Mpr:K�Nx1�.ENOINf�.RINu - �� t15) 010 (LONG) EG. SPACED - - 8/58 1 IM«MNa�►tfp HE ET \ H �•'•�_- 4 3r (20) 08 (SHORT) E0. SPACED_ -w_ S8 Q. 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LL \ \ 01 I I o 2_ (TYPICAL AT ( <311-7) D S2.2 RS5.2S8.1 PERIMETER COLUMNS 1 3. 1 1 ( I H CD 5 0/21/8 W Z d 8. r \ \ �� I ss. I I se• I I U' U C� 12 I I Iix Cr 4 4 a 1 \ \ S8. -I- I r Q s r-- -� I I I I I I I I I I I + -- -- _-- - --- - - ` EDGE -UF SLAB Q Z Lr Gi 4=1 '. _=r _77T- I I�� ( I I (4l 08J ' I (4) ae I I lal »e = I I (a) «a I I (al «a I � c4) »e I I i ! Q _� ( OF COLUMN 16 \ 0 N "I I _11_.1 I I I I I I I I I I I I I I I I I I I I I \ \ \ O .-a I IJ I I L __ (__J L_ _I �_J L_-, �_J L-., ,__J L_y J L T_-__J O Lp (4) #10 I I I I I I I I I I I I / ) I w I I I I I I I I I I I I //// I % 00 13 \ \ C .7 x + 13 I I 13 13 I I 13 I I _ 13 - 1 I - -- 13 S1M.1 \ r 0 8. / / / \ T .1 T \: 0. N II \ (4l a 0 \ \ ( � (6) 010 1 �l4) 010 I - (4) as Imo{ ,- 1 (41 #8 (7) «10 / O o ^ \ \\\� / / 1 \ I 111 III III III (4) a8 III 111 I r ' Ln \ \ N o O.H. - ` \ I I I I I I I I ! I / / 12 X131 \�\ I I I I V, _ , ! , f - - - s- - ---s /- I o O S2.2 RS5.2 j / ! \\\ \ ( l as I I j j I I I I I I 1 1\ I I -7-- ----1 131 -- - -- - C .3 F-4 r \ \ z I I I I I I I I / 2 ! m--1 r-1 \\ \ BEYOND E E OF SLAB Z L _ / . BY SEPARAT PERMIT T _ J 1__ r 5 0/21 8 V/ 1 `\ \\ \ I I 2 11 1 I I 1 I I 1 I i r--- -� I I \19 -� J w c� r---�--1- � I ! a"� �� / 1 ---r T\ �y \\ / \ 1 / t4) 010-� I \\ \ 00 -(4) 06 \ \ 1 1 (610101 I (4)»101 I I 1 �(4)a101 N I I I -(4lalb _ I (7) #lb r 1 (4l al I I ` \ \ - - _ }---- t _ ___- __- F- -+- 'I d - I ,__ ---- t - _ -_ t _S ! _ 13 ,% 13 ; - ,> ' .� _\ O Ln C \ �- \ (6) #10 _ ! + I --- -� __ } -I ! --- + '�1---_ i I i j I I I ~~ ! .1 l4 ,M10 r \ 16 � L � I I - 1 . ' 6 " „1 L---�-t---J O.H. y - J �\ _. 1 - - -J J�. L1 6 _J L J L- J ! I �� r 10 10 o `L J_ I I L �-JI 11� c� L_ T_ _J , I 10 S I I S8.Ch I j c3) as 1 I I t��-__l // I . 8. 8. - -- -�1 1 131 0 I ( I O r- v �. I ( 13 I I r 11 13 i I --- 1 M -- -- .7 C3 N I ��- 13 - -- 1 1 _- -- -- r- - -� - I I I 1 \ \ J LU I I I 1 1 •1. I I .1 1 11 1 I I SIM.( I 1 1 --- -, I I `\ - ------ ----- RADIUS POINT 7 I 1 I I 1 I I 11 I --- I I I I I 5 L-1 rT -J __.- ------ L L.1_J ,, I I I I RADIUS POINT 71 1.- r ==- - _ I 1 I ! I� (4) 010 I �(4) 010 (4) »10 !� (4l a1U I I I (4) 0101 (D d 12 III (80TH GRAOE BEAMS( 111 B. __L l I 1 III - I A o i\l 1 Imo-- (4l ae I I t o III III -� I I �, I � yp ) I 1 , 2 o R3.s N N A3 3 I I N (J- (6) 010 a.\ I I 5 I + , �! I (7) *10-- I / , I I 1 1 S$1 0 3. I O o (,� .s I I �_ I ., I I 13 I U I I I + \ 00 .. . r rT I I I I I I I .1 ABOVE 1 1 M I I --_� r 1 � -------- --- Ln 1 I t3) a5 + 1 I I / 1 '4" O C7� I I I I 1 I I I �� I I ) I / i16 T.-J..1.1".- .-, -" ,I � 1 = -- ti I I I I _1�_. I I ! I � I ! I 13 I I 1 _ -- '� 3 �" r I ��'s .. I j 13 �,) I I �. ! ! �,� tY �• I ! _ i I I ! 8.' IM. TI (4. O rl �•� ��ti1' ___ I I __ --- - I - ---- 10 I r- I l w - - \ I 7 - - --__ - , 1 ,0 I I I O r -� I r--.--11---� \ r---- � r r v -� r- -�-•�---7 I 1 .-.-�� L__ d 17 � 6 �- -1 ' 6 "I I I I I I 1'.3 I _-� ("r-� \ --"`i (a) 0 1 0\0 _-_ + 13 I d----T (4) #8 16 // / I 1 I I I I I I I = I - I L -.` I S8 1 �� /� /r� / �" � (61#10 I I I I I I (7) »1 \\ 1 1 1313-' / // I 1 I I I c4)#10 I I , t4l#l0 , p 1 I , (4l»110 1 1 I _- I I/ _��✓ / / ! - _ -I'-1 - -J L----r r --J ! --- --- 1 y `��_ \\(4) #10- Ty l \I\ T // // TT �__ __ 1� I I 1 I I 1 I I __ 1� I -�` �� I / 19 O 2) I I I I I ! I I 1 7- \ 2 I - 13 ` 1 ,' / A ' a/ BEY O EPAR G E PERM I TOF B J / / / I ! I I 16 \its•�' S I M. - I I S M, e. i 1) a 10 �- ------ I i 131 I I I I S8'3' I I ELEVATOR . I I I I 1\ 1 / r I III I I I I I I I I o -- u, �/ 121 ///e___ (2) #8 I I 11__ I I I I I I 1 1 13 \ \ .1 SIM. r NOTE o _ / J� / I I 58:1 I I � I I I I I I /` 1 1 S8.1 sIM \ 13 i i i-- J � r 1.4 - O.H. III 1 \ `\ P, , ) 010 SEE S ET S2 . 3 FOR (4) #10 / / 1 I I I I \ \� \ 19 00 / / 1 ,1-(6) »lo I �'--_(a) 030 I Imo---(4) 08 I 'P- cal 0e I 1 ---(4) as ! �---(7) »1 \ � / IST OOr FRRMiNr PLAN � e- __19 O r O 13 0" r/ / \\ \ \"-r` / 13 I 1 13 I I 13 I ! 13 ! I _ 13 _) I _ / ^� -1- -- T - - / B. I I li I se.i I II I - 1 r \ 1 , \ 84 // ' / c'f N 18 \ �lN, N (4) a10 I I I I I I I I I I 11 (4 .10 of e / / �" _ \�� \\ I I I I I I (4) 010 r- ,i�i o ' / / ♦ fro , p N ! \\I\__---i i TT_i ca) #8 --1 i--i i--I �-i i--i i-i i--� i--i la) #e - �--' I ---- r�� o OF COLUMN 1,AlE: 8. ♦ / 4 \\ I (4) »8 (4) #8. (41 ag ._ I _ A 6/22/8 / 01 _ __J I I I I I I 1 I I IO � � " L_-- _J L__- J L_-- _J L___�y _J iL � EDGE OF SLAB KV6/PN '� y / / / p" s6 �IL �J �4� '� LTJ 6 4 7 � S / \ \ / / � � CHECKED BY: 190 .0 _ 9 REv1sInNs: TMR,'JE'� 1211/'Q T/h TC . 16 )� w \ LIN 1_2re r 1 I�/Z•1/b-1 K� ,, n> 5 �� o� '4 c __--� KEYNOTES SIM. <'� �` `�, ti ti e p - - oPrin eo v ti �_� 1 \ X �- �" v�► 1 . COLUMN 28" X 28" NOV 11 1217 \\ / 7 ,ti 2 . COLUMN 38" X 38" �C 3 . COLUMN 18" X 18" F,IAGKE.NXIL ENaINrFRINU I \\ // 4 . COLUMN 24" X 24" F�1�nn�nN+��rR_n 5 \ 5 �O 8. \ � /� 8. S2.2 RS5.2 S . SLAB : S" W-' 6 X 6 - W1 .4 X W1 .4 W ,W .M , OR K #DGE OF SLAB EACH WAY N.cKr.wrtreum.�asx. o ff,, ,�� 5 0/21/8 SLAB PLAN UPPER AND LOWER LOLBY �O 6 . E iIN7 ALL IFS RIGHTS A VEb 40� 7 . OUTSIDE FACE OF BUILDING Scale e 1 �8 '�- -1 �- �•� 8 . 8 CONCRETE BASEMENT WAL!. \ � True P I �n Qj / 9 .0. ELEVATOHRPIT RETAINING WALL SHEET � - � Nort h North 11 . SUMP PIT 2'.-0" X 2'-0" X 2`-0" DLEp NOTE : 0� 12_. TOP OF LOWER GRADE BERM ELEVAT I01 J AT 192.83' SEE SHEET S2 . 29 F 0 R SLAB THICKNESS AND Tp. 13. BASEMENT WALL REINFORCEMENT TO CONTINUE THROUGH COLUMN S2 . 2� � I� TOP OF SLAB ELEVATIONS S L 14. END OF BASEMENT WALL 1�► 1S. CONCRETE STAIRS -� 16. LANDSCAPING r�►� 17 . FOOTING - 4 , -0 „ X 4 , -0 „ X 1 ' -0 „ W/ ( S ) 44 E .W . 18. EDGE OF BUILDING ABOVE J013 ren. if-Y260 I;w GRE ENBUIPCI tRD/STFf11C P 2 8 6 5 0(;! 8 .. •- CONSTRUCTION SST - a' IF THIS DOCUMENT )S LASS Tr( III (II III III III III '( I III III III 1 1111 fiI 1111111 I III III III ilf SII III III I III III III III III III IIIII I l�ill,lllI111'111 III 111111( III III IIIII (, s I � I I I I I 4 f � l � I � Ie ISI I I � i I � 10I 11 1I �� APRIL �0 1994 LEGIBLE THAN THIS NU'l'ATION, 1 -��- J� -_S __--`-� _ 1_- No. ,•?�! I1' IS DUE. TO TUE QUALITY OF � _._. THE ORIGINAL. DOCUMENT. - - S RL LL 9Z Z 6Z S �Z [IZ OZ 8[ 8I Li 9i 9i 6[ Ei Zi ii i 8 g L I 8 Q f FIL!�1111 111II�II11 j O z 0 0 C/ w W cf)ILU Z rb W z �� f 8�v��.S;///-O\/'"-/\0°N',O\r/\y i\\/°\\��•\�\d�\<`'Io`r°`/\\\r\%/\`\�•I\\�\\'�II\\1/�\1\I/�\_\/,\'`'`�I 11II.!I,I\'11IIII]J"1-�l\/-\6�_,I`\-�-/VI/�/1`-1'/�L/-��_�1//\_\8\\x/\/\//\IIl/\i -\S-�tS�'I',\.1�1�v L1I�-/�\r��,/��I\.\-_,\-(`\a-\)IIIII -a\-1�n\1-\-III\' - •1 IIIIIII1I III 1�1IIII1IIII ---?�-III-�--- rjL--_-I rI-S--Ai-_.,--IIIIjI-II1III)rII-IIIIIjIIIII---I -.---_ j - r----IIIIIIIIIII II IIIIIIIIIII-r----,r,II---'1-\ v1 7-'-6J_"- --- 0 C3 9 10 mraa �jl ;Nh�TV�f�.5 3V �\0 ZQaw0Oa� </ �y 20 w CO ro / w a-•n ♦8• / D ,.I 2 7 1 Q" 12Si0 2710n 4 Cf) aw 15 ' 0 " � K12 ' 10 " 15 ' 0 " 0 ' 0 " 20 ' 0 20 ' 0 20 ' 0-"-, 20 ' 0 0 0 150210 )om 12 '9 7/8" J ( 1,2S0% LL O 2)ITYPICAL AT Lli QPERIMFTER COLUMNS H3.5 3. S \ S I M . w � - ED r` GE OF NLRB W Ar-- o % _ OF COLUMNI 16 � I I I cal «e I I I I cal »e I (a) «e (a) »e (a) «e \ 1 1 -J L - J LI__J L_ -J1 k------ Lr- ----/. a: � 13 13 13 1 1 13 3 T13 � 0. -UcCZ (7) »10N s M\ , 1 \ (4) a10 (6) 10 (4) «10 (4) 48 (4) a8 \� col «8 N (a) »10 14 1200 % (jI w ti a 0 \�(2) ae 7 13 2 BEYOND EDGE OF SLRB_ r 00 BY SEPARATE PERMIT (4) a8 -1 r r - 4 (4) a10 (4) «1 �~Q/„ (4)#101 -(4)0104alb ( ) alb 13 C . 1 t rf 13 t- OC (6) #10 13 I (a) «lo 16 O.H. „� L--- - J (3) »s TT ILL 13 o IT � r- U 3 Jill - Q- wr �3 -� _ __ --< .07 I ... ,�A 3.\Vc.•v--�+�\f•\O•�B'-fi��'�\cw N r-�'/\/\ea� 4) 'ti\'�__\�.\.r»/`•L I S,'�,�\SK>'8\r^.G�Aj--/•/eJ/\./'\1I/-//✓)-/-//-///-../.a/./-1.-/./.p.8._/1/r;/.,6+x//ti..,,/°.r`,/S.9•,O./.-p.\,` \//,./.:/\,//\X/..\/�...\`.-�I.-.`�,�,....rI-,/6.\_--./,,-rI.--\.�.--..-w/'//.�r�.-�RIIf8/1-.fI 4w-�/•/.-II./'--.-/�+\\.\ti./\J,R-`\_I,Ir`.._�._..-,.«�31IIQ/..i.\«'.1�,.•_\-/\,.1r,..,..\,-/?/.�w°f-..`I1\��r/,'-6/./`-./-,/.1II-/6\//\-.„1//w-�/l T w4-`vr-//..I/�\//-!'_/.-r=,/�s/+-,//-%�.•r-l`n-\l-l%--\----�sII•-/-_y.�-./-.,�._,�-w�/w/Iaf-I�a/•c�(-rr:.1,.,3 A� IILI 1 llILSI I_ll=,-M-._j...I RADIUS POINT IIIiI�1II S813III'-.'•.«1,-5_f_-- \ ,== \ •/_N/`1` '-`/1-//♦ _1L LrILy-_-.--t_- =Q==- 6;✓-/=-C1�_-7/- /_-= �(4) »10 4l a10 O I` aI (BOTH GRADE BERMS)L1__ I 1 I I 1 I ILn c� OBS ' _ _ rn w o wN o 13 N� r I I� - III III � II (6) a10 Uu . _ - -� �5 - l .. 14-1 1-- o 3.a 3. � � O O13 Ln 1 I 7 I I 8. ABOVE M (3) CC CD 1 S8CO.VI 13 ii ' 910 ' 3 ` -S8. S8•I I .1 w r--- ----i 0 (4) 01017 6 ' L 13 (6) silo - - 13 16 (a) • + I + L 13 3 SIN 10I I 0 1 1 (61# (4l#10 (4) 1 4)#1 #1 / T- p 1 10 I (a) a10 BEYOND EDGE OF SLAB 2 _ 13 1 \rBY SEPARATE PERMIT SIM, sIM. (a) #10 13 I I 1 1 ELEVATOR I I - Z � 12 13 S83sIM. NOTE14S8.1 SIMi/ \\\I I 0.H. -1(4) «lo SEE SHEET S2 . 3 FOR S8.1- / --(2) ae I (a) #10 »10 �-,c4l #10 (a) #e 1'-(4) «8 I -(7) »lo 1ST FLOOR FRAMING PLAN (4) #e I O', O 13 1 13 13 13 e, &S8 00 »1o 14 18 \:41 _ � rTT (4) ae (4) a8 I 6' 1 14 _ (4) a8 (4) »8- o OF COLUMN ` .. , DATE:ATE:1 O- 6 -/I o2I' 2-^s % ^8, DRAWN BY: '7 EDGE OF SLAB KVB/PA ✓8 1/ // \ 4 7 CHECKED BY:O- 4 4 _ \ TMR/JPA B. GS 12T/FTG S8. REVISI%SNS: 9 6 S I M 7/28/e7 RE-ISSUED SHEET 8/31/87 KVR Z2^\ GENERAL REVISION 10-07-87 SIM. e A KEYNOTES C '' R3.5 -3. 1COLUMN 28" X 28"67\ 2 . COLUMN 38" X 38 3 . COLUMN 18" X 18 15 4 . COLUMN 24" X 24" S . SLAB : S" W/ 6 X 6 - W1 .4 X W1 .4 W .W .M . OR ACH WAYtt3 @ 18" O .0 . SLAB PLAN UPPER AND LOWER LOBBY 6 . EDGE OF SLAB 7 . OUTSIDE FACE OF BUILDING Mtwgsair�Orlmnn mAmr1"5M ~8 . 8" CONCRETE BASEMENT WALL " 1 oU �""4 srttSCaIe 1 /8 / = 1 / r9 . 8" CONCRETE RETAINING WALLJ True Plan 10. ELEVATOR PIT SHEET Nort h Nora h 11 . SUMP PIT 2'-0" X 2'-0" X 2'-0" DEEP NOTE 12. TOP OF LOWER GRADE BEAMELEVPTIONAT 192.83' SEE SHEET S2 . 29 FOR SLAB THICKNESS AND 13. BASEMENT WALL. REINFORCEMENT TO CONTINUE THROUGH COLUMNTOP OF SLAB ELEVATIONS 14. END OF BASEMENfWALL S 2 . 2 15. CONCRETE STAIRS 16. LANDSCAPING 17 . FOOTING - 4 ' -0" X 4 ' -0" X 1 ' --0" W/ (S ) #4 E .W . OF 18. EDGE OF BUILDING ABOVE JOB NO. P236500 10260 Fm GRFENEFUkG RD/STAlC q OF 31 IF THIS DOCUMENT1S LESS IIIIIII III 1III lii 1j1fjlI1f1IIIII I11f1 APRIL 23 9,�4 LEGIBLE THAN I1S NOTATION„ IT I5 DUE TO THE QUALITY OF No 38 THE ORIGINAL DOCUMENT. ' �2111 TZI11�119llm Lel 1 111111 Jill . 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NORTH/SOUTHDIR ►°�`Oy° : Ti�n��iv�c»�a�i T�" n Scale e 1 /8 '� - 1 0 SEE EDETAIL CTION A3/OSS4IAFOR RDC ITIONAL/REINFORWEST CINGIAND REINFORCING PLACEMENT True r- I an 3 . SLAB REINFORCEMENT - PROVIDE #4 AT 1 '-4 1/2" O.C . NORTH/SOUTHDIRON SHEET North North SEE EDETAIL CTION A3D/SS4IAFOR ADDITIONAL'REINFORWEST CINGIAND REINFORCING PLACEMENT 4 . 6" FLAT SLABWITH M4 AT 1 '-4 1/2" O.C . EACH WAY AT CENTER OF SLAB S . 5 1/2" FLAT SLAB WITH 04 AT 1 ' -4 1/2" O.C . EACH WAY AT ' 2 .4 CENTER OF SLAB 6. (3) •4 AT CENTERLINE OF SLAB 7 . (4) •S - (2) TOP AND (2) BOTTOM IN THICKENED STAB EDGE OF S. (2) 06 WITH STANDARD HOOK . EXTEND 8'-0" INTO SLAB JOB NO. 9. F rl 1::;181 C•;_E1101F1C� PO IC t 0 . 1 nr1 286500 w � .._ � ' -: � nT. 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LJ - -fi- s L I 1 1 I / O 6 � ay\\ I I I I I I 1 14 I I I 1 I I / L, 0 O I 1 . 1 ! I I I I I NI I N{ I I 8X28 TYPICAL00 N v> \ N p 1 d o 1 W a I / AT GRID LINES 1 AND 10 \ 00 S6. �'� (° 0 I NI Imo l NI IGS I cD W No ( m � l INd \I I - Imp' / O J 1 \ \I INd \I IN I CIN Nd I a (') X Il ;;I I I `" x I �1I I"' X I .� m1I IC'11 X i �r I 11 - 1 x 11111 x l 1111I "' h ICIX y/��L 11LL 00 6 �,o ; \c I I ImN I ul ( mN I l I N ! U! ImN ( 1 ImN i "I ImN 1__.�e"I ImN I I ! mN s.3 c� \�� --� I I 1 3 I I ,tib, o Ln +�90 \ I I �i 1 1 I I I I d I I - I I I I III 1 I I �/ ��/ 1 1 N \\± I 1 1 1 1 I I 1 I I �' N s6.1 -- - ---- - \ . s6. _- N °° N N s.3 6 \\\ \\ 4 I I I I I I 11 1- co . _ \ \ { { ! I I I I I s III I I / / 5. s6. m 2 2 \ \ l I I I I I 1 I I I I I I -� ! I // // 4 6 DATE. 9/ 16/87 SS. S6. - I I _J_ i- --- -- ---1--- ---- !----- -- --L- z--- -- _ - A R _ - -- - - ---- - ---L----- -- --- __" _----- ---- - _ -- --` DRAWN EKY: BM 301 BM 302 BM 303 - _-BM 304 BM 304 _ DM 304 DM 304 8M 305 DM 301 - J PR/KUB FR^E OF BERM 12X24D 12X12D 12X12D 12X12D 12X120 - 12X120 12X120 12X120 12X240 FACE OF BERM 00 ao 24X24 TYPICAL 2 �� FACE OF COLUMN FACE OF COLUMN `� N CHECKEL BY: OUTSIDE FACE OF BUI•LC.'ING 2 4 4 4 UNLESS NOTED OTHERWISE �5, OUTSIDE FACE OF BUILDING r4 TMR/RCT S5. S5 S5.3 REVISIONS: 3 3 IS 5 S 5 3 3 S5. S6. S5.3 G SSS 3 SG. 1 2 4 - `� E S6.1 56. 1 SG. 1 10-07-87 t � Keynotes I 1 . SLAB R,=IN1`ORCEMENT - PROVIDE #4 AT 1 '-4 1/2" O .C . NORTH/SOUTH 3rd thru 6th Floor Framing Plan SEE DEII)N AND S . AT 9" O .C . EAST/WEST DIRECTION SEE DETAIL 3/55 . 1 FOR ADDITIONAL REINFORCING AND REINFORCING PLACEMENT f►1(t!DMwiNGt [>rN!MOK�>ti'0F 2. SLAB REINFORCEMENT - PROVIDE •4 AT 1 1-4 112" D.C . NORTH/SOUTH wtxtHtt w*ot.asfICIF[ •c 1N M)ANO Mt NOY TO■[unto O�.1 _ -- - -14- -- DIRECTION AND a4 AT 6" O .C . EAST/WEST DIRECTIONkNl� Sca OUC[C�N•N+u.NM[11 [lCtl•T+h•N M[ IE' 0 1 /8 '/ -- 1 � Q ►iNwiOvlwWAI TT[N KAM!:ION a.+.3 SEE DETAIL. 3/S5 .1 FOR ADDITIONAL REINFORCING AND REINFORCING PLACEMENT -True P � a- rl 3 DIRECTTIONSLAB FANDF*4NAT 7" D.C . EAST/WEST OIRECTIONC . NORTH/SO�1TH SHEET North Nort h SEE DETAIL 3/55.1 FOR ADDITIONAL REINFORCING AND REINFORCING PLACEMENT 4 . 6" FLAT SLAB WITH #4 AT 11-4 1/2" O.C . EACH WAY AT CENTER OF SLAB C• 5 . 5 1/2" FLAT SLAB WITH #4 AT 1 '-4 1/2" O.C . EACH WAY AT �./ � ■ � CENTER OF SLAB 1 6. (3) #4 AT CENTERLINE OF SLAB 7 . (4) #S - (2) TOP AND (2) BOTTOM IN i;I.0:C;:CD SLAB EDGE OF 8. (2) 46 WITH STANDARD HOOK . EXTEND 8'-0" INTO SLAB JOB NO. 9. P286500 10 . SW GPEEIVTUJRG PI)/S 1 rel-IC 13 OF '1 yyyy..y, '7a. ..........•L` ' MilrlwllPe*Ir.r„.... .. :. 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S6. I I I �5. S6. I S. 56. 1 r. / ui Q cc 2 - - 4 I / 4 _ Is. OUTSIDE FACE OF BUILDING W ¢ \.S6.1 1 Z CL o � FACE OF COLUMN .. W OUTSIDE FA E OF BUILDING �6. S6• � I I � W -a pp U FRCS OF CO UMN- I I I I I I S6.1 FACE OF BE M BM 701 -�, BM 702 I BM 703 BM 704 BM 704 BM 704 BM 704 BM 70S _ BM 701 6 J--- - FACE CF BEAM + 12X12D 12X12D r 12X120 12Xi2D 12X24D - W ' - -- 12X240 12X12D 12X12D 12X.2D - - - d °\° 1 1 6 4 / I I I I I I l lIl I I N X5.3111 '-• � __ �'� �/ ( 1 I I I I ! I I . I { I 1 I l 1 I ( I I P\ � SCS. - _--- \ c� �,•�-I -�' I I - �---�° I I ( 1 I I I I i--- -- -° I I 1 1 \ -_-- a I I I I I I I I I I I I I I \ ey o I 1 00 CD 5.3 I z N ❑ 1 LD O I I m , - ❑ I I0 ❑ 1 CD CJ ❑ I Ql N v I N N V 1 N N v 1 ❑ \ v�; I I . a I N I I N a �,! ( N `t \I I 11 . I If� N I I M a �,O S 6. M N O .•-t .-ti ('� 5. S I 1��/ I I r x I I ~I I I r X 1 '"'I I I `� X { N 1 I I r X I 1n I I I '" X I (.0 .\.) I I r X 1 --'III y. I I �.v. Ect U f �!' 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I s I G I O I 1 L0 I I 1 }�' I I I B M 713 I 2 4 X 3 4 0 BM 70 I 1 ( ( 1 ) I 1 I 1 1 �� 1 N f ( LQ I p ( ( g I I ,� -1 BM 712 r, `d 30X34D I 1 30X280 1 _30X340 I I \ 18x18 I �J I I BM 707 I I YBM 708 I I BM 709 r' I y� BM1 710 N 1 I ��ti BM1 711 - I I'LL___ 2_4 340 - y J_---_ _ - 5 I I 30X340 I 30X240 1 30X340 �P 24 340 -_� tie -- 24�(24_D- L0 24t24D - 'L 24{(240 _ -- _ t --�"-'I-'"- ---- -_ ^� _--_42 -- �- - --- - - LL -- t -----ti ----- -----T �---;--T------1 I . o OC r + - I + 1- -- - ---- + --- -- ----- N71 ---- -} ---r-- 1 1 �s I awl i I =1 -3, 4' I I 5> BEAM OD •� - pp -� r---- I------ C=1-3;8 __--- �- - -- I�--JI-'- I- I I I I I p I I s. 1 I CORNER OF SLAB M ml i- M N tY I I NJ I I I 6 I I 1s 1s I I -- z ..� M \ 8 -6 I I 7 10 1 I r .1 l0 1 5. I oo r N� I I I I I I 8 ' 0 " 11 5 3 1 O `n 7 I I I I I =�� s.. �� s. s. .-J I I � I I I XI J I I 7 °° 1 I I I I 1 r U Ia I I m `~I ^1 1 s I I I I --- - --- -cnj s I5 ' 7 1 /4 ') ---1 3 Z I 1 1 ' 2 3/41, 1 6 I CLR . 1 "11-1 6 s. -� I I I s l l 7 1 { 1 1 ! I I I I I, 00 1 ' 2 �rl� I I I I F--- ------ -i I I I 1s I I I I -` 1 0 5 1 /4 8LR . i -1 ' 2 3/4 BMI 335 ( J I a 1 { Ln In ❑ �I I r` o NI l C,) . 12k 120 : I 1 -, ❑ 1 1 I s.3 I 1 1 ro o 2 � I I -_-_-_-__ __ r ❑ I � 10 ❑ I � of B 1" a I \I Ia I \! I '• `r v1 I cV a cc I IN a I I N d ! BM 737 - - -� I N 1 III cel a 1 r mI CO t` N 1 .. !` N 19 1 \ r- (V I N .r 2 G tp �' N I I t" N O .r (� CO r - r X I x I III I I x 5.7 �! I I _ X rjl I Ih N �_ ,� MI I I X I I I IBX12D ! 1 1 X I UI Ir X 1 X1 I B B - - \ P. S. 56. I f (D I "1 I m N I "I I m N i �. UI I m N I U I I f v I V I ImN I I I I I m N 1 3 I m y 1 m N I 5. S6. Ln lfl �, .. nl (.n CD 10° N ] I I 1 1 I I \ I I I i m N 1s c�I I I I I 10 \I I 1 I I 1 1 r co : In O M Ul '� ( ( I ( (� 2 0'' I I 2 ! �► I I S. I I I I NI I N a 5.7 1 1 I I 1� � ] 2 " 6 n G O +� 1 I I I I I I ( I ! I III 8 7 ' 0 /1 - 1 ( u I I a U1 u) I ! I I I - it 3 1 6 „ "I ImN 1 _ I I I I - - -- -- 6 18 ' - 11 " 18 11 I I N I CLR . 1s I I`� `a� I 2 , + , 5 „ I I , I -21 S I -- -- - - co y \ 8 ' -6 " I 7 ' - 10 " I I N I I 1 1 s I I :r I I I I I I I 0 -- I . - --__i 8 I I S 5.3 U) F"" z Ln M i 7 7 I I -- I 0 I 0 I �� I L� I ( I 1 I ( BEAM I I'�--- 5.. r--U I I I I I -1- � � Q� 5: I III I I +� I I +ti ti0 0+ I 0+ I �b I c=1-�/a„ 1 1 I a, c S6. ---- -- ---__ ---- --- --- _ 0 ( I _J L�-1=3�(3' �0 1 _ ( I�� _ ----L-- 1 I - ---- I I , -1------ I I L _1_ -Lr -�Il-- .�.i-_ -J 7 CORNER OF SLAB B --i ---�---- --- - -- --�- - -- -- -T _ �BM 707 Lr30x340 1 I dM� 08 1 I BMt709 I I BM� 710 I I TBMI711 I BM 7i2 I I 3Ox340 I BM 713 i 30X340 �5) `t \ N 5 ) 1 30X240 1 24 34D { I 24 240 I I 24 24D I I 24X24D I 24 34D I I „ r 5 I ( 18X18D \ LL BM 706 r30X34D i 1 I I I 11 O i jl 9 2 -_J 30X280LIL 9M 706 N I . \ \ Bx 1 I p I �i s.' I ( � BM 714 ' t` B M 7810 -- - 4 �.�__.__ � 1 I I I I I S• I 1 { { 1 1 r I I ,�� I 1 ! ! I ( I I I O 1 1 I N 1 1 6 , 8 „ ,14 , 6 , 8 „ I i I I { 1 1 I I 24X340 CD 24X340 I I I I I Ile I m CL 01 - -- - - I I I I I I I I I I L J 1 I 3 j I , / .6 \ I I I ! I I 1 I I I s• I I 1 I I I / \_ O 28X28 TYPICAL 00 N \ I I I I I m �, I I ( I N 1 N o I N a ❑ I N m n m I / AT GRID LINES 1 AND 10 O 00 S 6. �� (D ❑ I N I N O O ( � m ❑ ID -It \I I N '•7 I I .. et - 1 ❑ 1 / 0,� (n \ 1r N ( \-.I If'~ N I r` N I \1 INa' \I INx ` X I II 1 1 1 x I I (N x N I I I r X 1 In 1 1 1`� X 1 I I I r X i V I I I r` x I I r N / }'L 1 1 LL 00 6 �A�� \ mN I UI ImN 1 VI ImN I VI ImN I VI ImN I I ImN _ I 1mN I 1cov /� '�� (� � ',� I I m N 1 A l 1 1 I I 1 I I t� 4/�-� ( I m N �'1// p Ln r a S. J 1 \ .-, ^• 11 N \\; 1 i I I � 1 I � I I I ( 1 I I I I I 1 I I �•, e�n� N S6. .� . ., s6. I I I I 1 I I I I I 1 1 11 I I I I , -- -_ 1 1 1 I __ _----------_--- r; N co 00 4 -� r 2 2 \ \ 1 1 1 1 11 1 I I I s I I I I / / /� S. S6. m DATE: \ I I 1 I I I I I I I I I I 1 I 1 / / 9/ 16/87 5. S6. I _ _ _ A - ---- - --1--- --- --J-_ =- ------_�- -- ----- _----- ---�- - - - - - --- __- I _ A DRAWN BY: - - - - _- - - - - -- --- - ` /K V B BM 701 BM 702 BM 703 _ --- BM 704 BM 704 _ BM 704 BM 704 BM 705 -- BM 301 �- FACE OF BERM J PR FACE OF BEAM 12X240 2X120 12X120 12X120 12XI20 12X12D 12X120 12X120 12X240 v 00 Co `t FACE OF COLUMN 24X24 TYPICAL 2� FACE OF COLUMN (v CHECKED BY: OUTSIDE FACE OF BUILDING - 2 4 4 4 _� UNLESS NOTED OTHERWISE 5 / OUTSIDE FACE OF BUILDING TMR/RC7 5. SS.3 55.3 SS 3/ CO REVISIONS: 3 3 5 5 5 S 3 3 S. �6. S5. S6. S5.3 S6.I S5.' S6. 2 2 4� 4 q 6. 10-07-87 6. S6.1 S6.1 S6.1 -•.,•. _.� -'\ �.� APT() Keynotes 1 . SLA9 REINFORCEMENT PROVIO:. #4 AT 1 ' -4 1/2" O.C . NORTH/SOUTH 7th thru 12th Floor Fr(.iming Plan DIRECTION AND S . AT 9" O .C . OAST/WEST DIRECTION -cuodwsA.T •m+ MI11 PC 00 I., SEE DETAIL 3/55 .1 FOR ADDITIONAL REINFORCING r,Un REINFORCING PLACEMENT •..c�t�ir ,y�ro a.aso'�+.Tca •c I�� •w++o o raMp -- _-- - fr11 --r-- - 2. SLAB REINFORCEMENT - PROVIDE #4 AT 1 '-4 1/2" O.C . NORTH/SOUTH Sca e e 1 /8 -`1 U r DIRECTION AND #4 AT 6" O.C . EAST/WEST DIRECTION SEE DETAIL 3/SS.1 FOR ADDITIONAL REINFORCING AND REINFORCING PLACEMENT True P I an 3 DIRECTIONSL AB RE I AND #4NAT 7" O.C . EAST//WESTI DE 1114 AT I -DIRECTIONC ' NORTH/SOUTH SHEET Nort h Nort h SEE DETAIL 3,'55. 1 FOR ADDITIONAL REINFORCING AND REINFORCING PLACEMENT 4 . 6" FLAT SLAP WITH #4 AT 1 '-4 1/2" O.C . EACH WAY Al CENTER OF SLAB 5. 5 1/2" FLAT SLAB WITH #4 AT 1 '-4 1/2" O.C. EACH WAY AT S 2 . � CENTER OF' SLAB 6 . (3) #4 AT CENTERLINE OF SLAB 7 . (4) #S - (2) TOP AND (2) BOTTOM IN THICKENED SLAB EDGE OF B. (2) #6 WITH STANDARD HOOK . EXTEND 8 '-0" INTO SLAB JOB NO. 9. P286500 10 . 14260 sal rREI=rIlllr�r, r�D�sTr'Ilc 14 01 - -.. ...,.....w.rati.;..,. ,...r+M+.n+.mwleu.+wAt- _ +w.rvav�•s•< ...,,»_..., ,. r..aa^•1i3rwk.,.,.•.,.,, ... •,wi►.. ....� .•."6�1h,�• ,.. •�, .-o.,wr•,,.., .:•.,,- ..r••.+...,e•Z,...,.a. 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IZE YPE L REMARKS SIZE TYPE PLACEMENT- - LOCATION REMARKS J- N 1 201 12 24 2 9 A - - --- - 3 7 B 9 '-5"GRIDS 118 a3 I (22) @ 11 " O/C COLUMN END - - 2 9 A - 3 7 B 9 '-S" GRIDS 118 83 1 (22)@ 11 " 0/C COLUMN END --- _ _ _ _ _ _ _ _ _ ___ _ _ _ __ _ ____ __ O_ B 9 '-.;" GRIDS 2d9 301 1"2 24 2 7 B 9 '-S" GRIDS 2b9 � _ - #3 Z ( 10)@ 2-1/2" 0/C EACH END _ ALTERNATE TYPE I @ 10" - a3 ( 10)@ 2-1/2" O/C EACH END ALTERNATE TYPEI@10" 202 12 12 2 9 A 3 7 A #3 = @ 10" 0/C BALANCE WITH TYPE V @ 10" 2 9 A 3 7 R #3 @ 10" 0/C BALANCE WITH TYPE V @ 10" 2 7 A 302 12 12 2 7 A z -- - _ a3 @ 10 0/C BALANCE TO OBTAIN S" 0/C_ #3 @ 10' O/C BALANCE TO OBTAIN S"-O/C ._ r 2 9 A 2 7 A #3 Z ( 10) @ 2-1/2" O/C EACH END 2 9 A 2 7 A #3 j ( 10) @ 2-1/2" O/C EACH END w p 203 1212 j B 4 '-6" GRID 3 1 7 B 4 '-6" GRID 2 #"3 S (S) @ 5" O/C ADJ . TO EA . END 303 12 12 2 7 B 4 ' -6" GRID 3 1 7 B 4 '-6" GRID 2 #3 y (S) @ 5" 0/C ADJ . TO EA . END 4 '-6" GRID 4 #3 @ 5" 0/C BGRID 4 BALANCE - _ 1 9 B 4 '-6" K3 9 _ @ 5'' 0/C BALANCE ohmsQ � tnrn 2 9 A - - - -- #3 Z 1101@ 2-1/2" O/C EALH END 2 g- A - - ----- ----- --- #3 L 4101@ 2-1/2" 0/C EACH END -----_--- W z � 204 12 12 1 9 B 4 '-6" EACH END 2 7 A #3 2 (5) @ 5" 0/C ADJ . TO EA . ENO 304 12 12 1 9 B 4 '-6" EACH END 2 7 A #3 Z (S) @ S" 0/C ADJ . TO EA . END N U < Oczi a3 @ 5 " 0/C _ BALANCE _ _ _ _ _ - _- _-__ a3 _ 5L @ S" O/C BALANCE -` 2 9 A 2 7 A u _ #3 $ ( 10) 0 2-1/2" O/C EACH END ALTERNATE TYPE I @ 10" - 2 9- A - 2 7 R - #3 ( 10) @ 2-1/2" 0/C EACH END ALTERNATE TYPE I01 C Z O w o 20S 12 12 1 9 B 3 '-3" GRID 8 1 7 8 3 '-3" GRID 9 #3 2 @ 10" O/C BALANCE WITH TYPE V @ 10" r 1 9 B 3 '-3" GRID 0 1 7 8 3 '-3" GRID 9 #3 S @ 10" 0/C BALANCE WITH TYPF V @ 10" Q X1` _ 2 7 B 3 '-3" GRID 9 _ a3 g @ 10" 0/C _ BALANCE TO OBTAIN S" 0/C 30� 12 12 2 7 8 3 '-3" GRID 9 a3 4 2 10" 0/C BALANCE_ _ TO OBTAIN S" OiC W � a10� 1 9 C 10' -3" ®ERM ENDS @ 2 5 C 7 '-9" @ GRID 1b10 >N3 V ( 14)@ 7" 0/C @ GRIDS 1b10 - - - 1 9 C 10 '-3" BEAM ENDS @ 2 5 C 7 '-9" @ GRID 1110 - #3 V ( 14) @ 7" 0,'C @ GRIDS 1110 -- _ y 3 Z t 2� 18 18 1 9 C 9 '-3" DIAGONAL EDGE 306 18 18 1 9 C 9 '-3" DIAGONAL EDGE V Q vtQ v HOOK @ GRID 1410 ---- ---- _ _ HOOK @ GRID 1 A 10_ _ -- - -- - --- -- - - �-_-_`- - ------ ------- �� O -- - -- -- --- - - - 2 9 A HOOK @ GRID 1 4 9 C 12 '--0" @ GRID 1 a4 III ( 16) @ 6-1/2" O/C GRID 1 SEF DETA _ SS .2 s apo 2 9 A HOOK. @ GRIDS 143 1 7 C 12 '-0" @ GRID 1 #4 II (39) @ 3" O/C ADJ . TO END-GRID 1 � � � on.n 307 30 34 4 11 B 17 '-8" @ GRID 3 4 9 B 11 '-4" @ CMD 3 04 1V ( IR) @ S-1/2" O/C GRID 3 1 7 B 17 '-8" @ GRID 3 S 11 D 26 '-6" CENTERED ON BEAM #4 111 1 (39) @ 3" 0/C ADJ . TO END-GRID 3 2 9 C 17 '-8" @ GRID 3 2 9 A - 2 9 A #4 II ( 12) @ 5" 0/C EACH END 2 9 A 4 9 A HOOK @ GRID 4 *4 111 ( 111@ 7" O/C EACH END _ 208 24 34 2 9 B 1 7 B 6 '-0" @ GRID 3 #4 V (2) @ 8-1/2" 0/C ADJ . TO EA . END2 11 A 2 9 A HOOK @ GRIDS 3A4 •4 VII @ 14" O/C BALANCE r 2 9 8 6 ' --0" @ GRID 3 1 7 C 6 ' 0"- @ GRID 3 - aq V - -- BALANCE- -- 308 24 34 2 11 B 11'-6 @ GRID 3 ----- W -_ 4 '-•6" @ GRID 4 2 7 B 6 '-0" @ GRID 4 1 7 B 11 '-6" @ GRID 3 - --_- 2 9 A - 2 9 A _ a4 III ( 10) @ 5" 0/C EACH END 2 9 A - 2 9 A HOOK @ GRID 4 #4 III ( 10) @ S" O/C EACH END 4 209 24 24 2 9 B 4 6 ' @ GRID 4 2 7 B 6 '-0" @ GRID 4 44 V (4) �! 7-1/2" O/C ADJ . TO EA . END 309 24 24 2 11 B 4 '-G" @ GRID 4 3 7 S '-10" @ GRID 4 4 V (4) @ 7-1/2" 0/C ADJ . TO EA . END 2 7 8 4 '-6" @ GRID S 2 9 B 6 '-0" @ GRID 5 #4 V @ 10" O/C BALANCE 2 7 B 4 '-6" @ GRID 5 2 9 B S '-10" @ GRID S 04 V @ 10" O/C BALANCE W 1 7 C 4 '-6" @_GRID 5 _ _ _1 7 C 4 '-6" @ GRID 5 _ _ Ix N a3 III ( 10) @ 5" 0/C EACH END - - - - •3 1I1- 1101@ S" 0/C EACH END -- _ 210 24 24 2 9 A 2 9 A S,3 V (4) 0 6-1/2" O/C ADJ . TO EA . END 310 24 24 2 9 A 2 9 A #3 V (4) @ 6-1/2" 0/C ADJ . TO EA . END ----- 2 7 B 4 '-6" EACH END 2 9 B 6 '-0" @ EACH END_ a3 2 7 B 4 '-6" EACH END 2 - 9 B 6 '-0" @ EACH END a3 - - _ 2 9 A 2 9 B 8 '-9" @ GRID 6 -- a4 III ( 10) @ S" 0/C- EACH END SEE DETAIL S5 .2 2 9 A 2 9 B 8 '-9" @ GRID 6- 04 III ( 10) @ S" 0/C EACH END SEE DETAIL SS .2 -- --- - 211 2424 2 11 B 4 '-6" @ GRID 7 2 9 B 6 '-0" @ GRID 6 #q V (q) @ 7-1/2" ADJ . TO EA . END r . , 2 11 B 4 '-6" @ GRID 7 2 9 B 6 '-0" @ GRID 6 04 V (4) @ 7-1/2" ADJ . TO EA . ENO 2 7 8 4 '-6" @ GRID 6 3 7 C 6 '-0" @ GRID 7 a4 V @8"0/C BALANCE 311 24 24 2 7 B 4 '-6" @ GRID 6 3 7 C 6 '-0" @ GRID 7 #4 V @8110/C BALANCE 17 C 4 '- fi" @ GRID 64 7 D 13 '-3" CENTERED ON BEAM 1 7 C 4 '-6" @ GRID 6 4 7 D 13 '-3" CENTERED ON BEAM a: 2 9 C 8 '-9" @ GRID 7_ _ _ _ _ _ 2 9 C 8 '-9" @ GRID 7 - 2 9 A6 9 A HOOK @ GRID 7 #4 III ( 11 ) @ 1 C 11 '-6GRID 8 7" 0/C EACH END 2 9 H uj C 11 '-6" Lo GRID 8 6 9 A HOOK @ GRID 7 #4 III ( 11 ) @ 7" 0/C EACH END 212 24 34 2 11 A #4 VI @14"O/C BALANCE 312 24 34 2 11 R O 7 " @ 04 VI @14"O/C BALANCE -- 2 11 B 11 '-6" @ GRID 8 ----- - - -- -- ---- -- -- - - - -- ---- - 2 11 B 1 1 '-6" @ GRID 8 --- -- - -- - - -- - -- ---- W 2 1 B 11 '-6" @ GRID 8 2 7 B 11 '-6" @ GRID 8 z 2 9 A HOOK @ GRID 10 6 9 8 12 '-6" @ GRID 8 #4 IV (25) @ 4-1/2" 0/C Ld GRID 8 SEE DETAIL SS .2 2 9 A HOOK @ GRID 10 6 9 B 12 '-6" @ GRID 8 #4 IV (2S) @ 4-1/2" O/C @ GRID 8 SE_ DETAIL SS .2O ' 1 O 2 9 A HOOK @ GRIDS 8110 6 7 C 13 '-0" @ GRID 9 #4 III (38) @ 3-1/2" O/C ADJ . TO END-GRID 8 2 9 A HOOK @ GRIDS 8A10 6 7 C 13 '-0" @ GRID 9 •4 III (38) @ 3-1/2" O/C ADJ . TO END- GRID 8 v 213 30 34 4 11 B 20 '-3" @ GRID 8 2 9 C 13 '-0" @ GRID 9 #4 IV (22) @ 6" O/C @ GRID 10 313 30 34 4 11 B 20 '-3" @ GRID 8 2. 9 C 13 '-0" @ GRID 9 #4 IV (22) @ 6" O/C @ GRID 10 c� 2 7 B 20 '-3" @ GRID 8 4 9 D 30 '-4" CENTERED ON BEAM a4 III (30) @ 4" O/C ADJ .TO END-GRID 10 2 7 B 20 ' -3" @ GRID 0 4 9 D 30 '-4" CENTERED ON BEAM x4 III (30) @ 4" 0/C ADJ .TO END-GRID 10 6 9 C 20 '-3" @ GRID 8 4 11 D 30 '-4" CENTERED ON BEAM 6 9 C 20 '-3" @ GRID 8 4 11 D 30 '-4" CENTERED ON BEAM w 2 9 A - 2 9 A #4 III @ 4" O/C FULL LENGTH - 2 9 A 2 9 A #4 111 @ 4" O/C FULL LENGTH F--� O Ix 2 7 A 2 7 A 2 -7 A 2 7 A >- 3 9 C o6 '-9" GRID A .6 a C .3 1 7 B 4 '- 2" GRID A .6 a C .3 3 9 C "6 '-9" GRID A .6 A C .3 1 7 B 4 '-2" GRID A .6 A C .3 Z m 714 24 34 1 7 C I"6 '-9" GRAD A .6 A C .3 314 24 34 1 7 C *6 '-9" GRID A .6 A C 3 r 2 9 B S '-7" GRID B .3 a B .7 2 9 B 5 '-7" GRID B .3 a B .7 F�1 1 7 B S '-7" GRID B .3 d B .7 1 7 B S '-7" GRID B .3 d E' .7 - - -- J o - - - - ------- - - -- - -- -- --- - - ---- 3 9 A 2 9 A #4 III @ 7-1/2" O/C FULL LENGTH 3 9 A 2 9 A #4 III @ 7-1/2" O/C FULL LENGTH O w 1 7 A 2 9 A 2 7 A 2 9 A Q 21 S 24 34 1 9 B 4 ' -R ' 315 24 34 ' EACH END 1 7 8 4 '--6" EACH END 1 9 B 4 '-6" EACH END 1 7 8 4 '-6" EACH END 1 7 8 4 '--6" EACH END 1 7 B 4 '-6" EACH END HOOK @ BEAM 332 >N4 I ( 13) @ 6" 0/C @ BERM 332 O 2 7 A HOOK @ BEAM 3'32 2 9 A DIAGONAL BEAM 2140 No E,� - - - - 316 24 24 1 9 C 6 '-0" @ BEAM 332 1 7 D 16 '-0" CENTERED ON BEAM •4 1 ( 15) @ S" 0/C @ GRIDS BIC END @ BEAM 332 ~ 2 7 B 6 '-0" @ GRID BIC a4 1 @ 8" 0/C BALANCE r _-_- � - -- - - _-- - - - -- ---- - - -- 317 24 24 2 7 6 - - �2 9 R #3 V ( 1 1 ) @ 9-1/2" 0/C EACH E N 0 - ------- �t'1 IJc�T 5 7 '-6" @ GRIDS BIC 2 9 D 22 '-6" _CENTERED ON BEAM a3 V _ @ 10" 0/C BALANCE #4 III ( 10) @ S" O/C EACH END 04 III (10) 0 5" O/C EACH END - -- #4 VII (51@ 10-1/2" 0/C ADJ . TO END GRIDS Rd0 4 9 A HOOK @ GRIDS AID 4 9 A HOOK @ GRIDS AID 4 VII (S) @ 10-1/2" O/C ADJ . TO END GRIDS AID 4 9 R HOOK @ GRIDS AID 4 9 A HOCK @ GRIDS AID # 318 24 24 2 9 C 8 '-0" GRIDS AID 04 VII (8l@ 10-1/2" O/C ADJ . TO END GRIDS BIC 218 24 24 2 9 C 8 '-0' GRIDS RID #4 VII (8) @ 10-1/2" 0/C ADJ . TO END GRIDS BIC S 11 8 10 '-9" GRICS BIC #4 V @ 10-1/2" O/C BALANCE S 11 B 10 '-9" GRIDS BIC _ a4 V @ 10-1!2" 0/C BALANCE --- - -- a4 III ( 10) @ 0- 0/C EACH END ` #4 III 1'7) @ 0- 12" EACH END 319 24 24 • VVI (71@ 10-1/2" 0/C ADJ .NTO EA . END 13 24 24 aq VII (7) @ 10-1/2" O/C ADJ . TO EA . END 5 11 8 9 '-9" EACH END # „ 4 9 A 4 9 A d 4 4 9 -r'� 4 9 A aq V @ 10-1/2" 0/C BALANCE _ _ _ d _ - 5 li 8 9 '-9" EACH END 3 9 A HOOK @ GRIDS AID A %- /C -NU 3 9 A HOOK @ GRIDS AID A # @`10- /2" D D 220 24 24 4 9 C 8 '-0" @ GRIDS AdD 2 5 D 16 '-0" CENTERED ON BEAM # @ will- Ado 320 24 24 4 9 C B '-0" @ GRIDS AID 2 5 0 16 '-0" CENTERED ON BEAM a 1 1 0/C I 5 RI (61@ " O/C" 0/C @ GRIDS BIC - #4 V (6) @ 90-0/2 /C @ GRIDS BIC 4 11 8 8 '-0" @ GRIDS BIC #4 VI 4 11 8 8 '-0" @ GRIDS BIC 3 9 A #4 I 1 EACH END '''', ^'<°' Q'" 3 9 A --- - 3 9 A a4 1b @ 5" a/c EACH END 221 24 24 3 9 A a4 VII (4) @ 10" 0/C ADJ . TO EA . END 321 24 24 aq VII (4) @ 10 O/C ADJ . TO EA . END - - 4 11 B 7 '-6" @ GRIDS BAC # V @ 10-1/2" 0/C BALANCE � � 4 11 B 7 '-6" @ GRIDS BIC # V @ 10-1/2" 0/C BALANCE ul 3 9 A HOOK @ GRIDS AID 3 9 C 16 '-0" GRIDS AID a4 II ( IO) @ S" O/C EACH END -� �', 3 9 A HOOK @ GRIDS AID 3 9 C 16 '-0" GRIDS AID #4 IT ( 101@ S" 0/C EACH END 1 222 24 24 4 9 C B'-O" @ GRIDS AID 3 9 B 9 '-9" GRIDS BdC C SEE T 1/S DETAIL SEE NOTCH DETAIL #4 \ I (_ 1@ 10-1/2 ' 0/C @ GRIDS R&D SHEET 1/55 .2 -,.+-� -:-�� 322 24 24 4 9 C 8 '-0" @ GRIDS AID 3 9 B 9 9' GRID., BIC #4 VI (5) @ 10-1/2" 0/C @ GRIDS AAD SHEET 1/S5 .2 �' 11 B 8 '-0" @ GRIDS BIC 3 9 D 20 '-3" START 8 ' FROM GRID A/D a4 VI (6) @ 9 , 0/CC @ GRIDS BdC �'"L� 2 11 B 8 '-0" @ GRIDS BIC 3 9 D 20 '-3" START 8 ' FROM GRID A/D a4 VI (6) @ 3" 0 @ GRIDS BIC - rn °+ 2 S D- 20 '-3" START 8 ' FROM GRID A/D a4 V @ 10-1/2" 0/C BALA.NCE �_ �_ -_r " - 2 S D 20 '-3" START 8 ' FROM A/D #4 V @ 10-1/2" 0/C BALANCE 3 9 A 3 3 A a4 II ( 10) @ S" 0/C EACH END 3 9 A 3 9 A #4 II ( 10) @IS" 0/C EACH END W 223 24 24 2 11 8 7 '-6" EACH END #4 VI (S) @ 9" 0/C ADJ . TO EP . END 323 24 24 2 11 B 7 ' 6" I EACH END #4 VI (S) @ 3" O/C ADJ . TO EA . END 2 9 B 7 '-6" EACH END a4 V @ 10-1/2" 0/C BALANCE 2 9 B 7 ' -6" EACH END 04 V @ 10-1/2" 0/C BALANCE 3 9 A HOOK @ GRID A 3 9 C 16 '-� GRID A a4 II ( 10) @ S" O/C EACH END SEE NOTCH DETAIL 3 9 A HOOK @ GRID A 3 9 C 16 '-0" GRID-A 04 II ( 10) @ 5" 0/C EACH END SEE NOTCH DETAIL 2 9 C ^0 '-0" @ GRID A 3 9 B 9 '-9" GRID B S 2 9 C 8 '-0" @ GRID A 3 9 B 9 '-9" GRID 8 2 224 24 24 ,_ ,_ #4 VI (5) @ 10-1/2" 0/C @ GRIDS RIO SHEET 1/S�S .2 Q�(,c, - Vi•.µ: 324 24 24 #4 VI (5) @ 10-1/2 0/C @ GRIDS RID SHEET 1/55 . 2 7 C 8 0 ' @ GRID A 3 9 D 20 3 START 8 FROM GRID A a4 VI (61@ 9" 0,'C @ GRIDS BIC 2 7 C 8 '-0" @ GRID R 3 9 0 20 '-3" START fl ' FROM GRID R x4 VI (6) @ 9" 0/C @ GRIDS BIC co 4 11 8 3 ' 0" @ GRID 8 2 S D 20 '-3" START 8 ' FROM GRID A a4 V @ i0-1/2" 0/C BALANCE 4 11 B B '-0" @ GRID B 2 S D 20 '-3" START 8 ' FROM GRID A #4 V @ 10-1/2" 0/C BALANCE _ 3 9 A - 3 9 B 2S '-6" GRID B - #4 II ( 10) @ S" O/C @ GRID B SEE NOTCH DETAIL 3 9 A 3 9 B 25 '-6" GRID 8 #4 II ( 10) @ S" O/C @ GRID B SEE NOTCH DETAIL- 4 11 B 7 '-6" @ GRID 8 2 5 D 17 '-6" START 8 ' FROM GRID B a4 III ( 13) @ 4" 0/C @ GRID C SHEET 3/SS.2, 4 11 B 7 '--6" @ GRID B 2 5 D 17 '-6" START 8 ' FROM GRID B #4 III ( 13) @ 4" 0/C @ GRID C SHEET 3/S5.2 225 24 24 ,_ „ ._ „ # VI (7) @ 7" 0/C ACJ . TO END-GRID B -p '. tt �µ-v �/ 325 24 24 ,_ „ ,_ a VI (7) @ 7" 0/C ADJ . TO EI.D-GRID 8 a :a * � ,ntek 4 11 B 10 7 @ GRID C 3 9 C 16 0 GRID C � � 4 11 B 10 7 @ GRID C 3 9 C 16 0" GRID C a$ 2 9 C 10 '-7" @ GRID C 2 5 C 16 '-0" GRID C # V (8) @ 6- 1/2" 0/C ADJ . TO END-GRID C 4 r: 2 9 C 10 '-7" @ GRID C 2 S C 16 '-0" CRID C V (8) @ 6- 1/2 ' O/C ADJ . TO END-GRID C #4 v @ 10-1/2" 0/C BALANCE #4 V @ 10-1/2" O/C. LANCE 3 9 A HOOK @ GRID D 3 9 C 1S '-6" GRID D - 9 - #4 II ( 10) @ 5" O/C - EACH END SEE NOTCH DETAIL Lu #4 II ( 10, @ S 0/C EACH END SEE NOTCH DETAIL 3 9 A HOOK @ GRID D 3 C 15 6 GRID D 2 9 C 7 '-9" @ GRID D 3 9 B 8 '-1 " GRID C #4 VI (S) @ 10-1/2" 0/C GRID D SHEET 1/S5.2 326 24 24 2 9 C 7 '-9" @ GRID D 3 9 8 8 '-1 '' GRID C #4 VI (S) @ 10-1/2" O/C GRID D SHEET 1/SS .2 2.26 24 24 2 7 C 7 '-9" @ GRID D 3 9 D 19 '-4" START 8 ' FROM GRID D a4 VI (S1@ 9" 0/C @ GRID C ......C, 2 7 C 7 ' •-9" @ GRID D 3 9 D 19 '-4" SMART 8 ' FROM GRID D a4 VI (S) @ 9110/c @ GRID C 4 11 B 7 '-9" @ GRID C 2 5 D 19 '-4" START 8 ' FROM GRID 0 #4 V @ 10-1/2" 0/C BALANCE 4 11 B 7 '-9" @ GRID C 2 S D 19 '-4" START 8 ' FROM GRID 0 #4 \1 @ 10-1/2" O/C BALANCE - #4 III ( 10) C4 S" O/C EACH END q g A #4 III (10) 11 S" O/C EACH END 227 24 24 4 y A 4 9 A a$ VII (8) @ 10-1/2'' O/C P.DJ . TO EA . END 327 24 24 4 9 A a$ VII (8) @ 10-1/2" 0/C ADJ . TO EA . END 5 11 B 10 '-7" EACH END a 5 11 8 10 '-7" EACH END # „ _ _ _ _ _ _ _ _ _ @ 10-1/2 0, C BALANCE V @ 10-1/2" 0/C 69LANLE # �.�.j�_- - -_-_- 4 9 A - HOOK @ GRID D # 1 � STH ENrIf-- - 4 9 A 4 9 R P100K @ GRID 0 4 9 R EACH END #4 VI (5) @ 10-1/2" 0!C GRID D #4 VI (S) @ 10-1/2" 0/C GRIU D 228 24 24 2 9 C 7 '-9" HOOK @ GRID D #4 VII (7) @ 10-1/2" O/C GRID C ,328 24 24 2 9 C / '-9" HOOK @ GRID D #4 VII (7) @ 10-1/2" O/C GRIL) C 5 11 B 10 '-2" @ GRID C #4 V @ 10-1/2" O/C BALANCE 5 11 B 10 '-2" @ GRID C #4 V @ 10-1/2" 0/C BALANCE #4 1 ( 141@ 6" 0/C @ BEAM 332 DIAGONAL BEAM 2 7 A HOOK @ BEAM 333 2 9 A HOOK @ BEAM 333 #4 1 ( 14) @ 6" O/C @ BEAM 3;32 2 7 R P100K @ BERM 333 2 9 R HOOK @ BEAM 333 DIAGONAL BEAM DATE: 229 24 24 1 9 C 6 '-6" @ BEAM 333 1 7 D 19 '-8" CENTERED ON BEAM #4 I ( 17)@ 5" O/C @ GRID B END @ BEAM 337_ 329 24 24 1 9 C 6 '-6" @ BEAM 333 1 7 D 19 '-8" CENTERED ON BEAM #4 1 ( 17) @ S" O/C @ GRID B END @ BEAM 332 2 7 B 6 '-6" @ GRID B a4 I @ 8" 0/C BALANCE 2 7 B G '-6" 2 GRID B 04 I @ 8" O/C BALANCE 6/22/87 2 7 R 2 9 A I #3 V ( 11 ) @ 9-i/2" 0/C EACH END 330 24 24 2 7 A 2 9 R a3 V ( 11 ) @ 9-1/2" 0/C EACH END DRAWN BY: 230 ?_4 24 2 7 B 8 '-0" @ GRIDS BIC 2 9 0 23 '-9" CENTERED ON BEAM a3 V @ 10-1/2 O/C BALANCE 2 7 B 6 '-0" @ GRIDS BIC 2 9 D 23 '-9" CENTERED ON BEAM #3 V @ 10-1/2 O/C BALANCE KV8 2 7 A HOOK @ BEAM 333 2 9 A a4 I ( 13) @ 6" O/C @ BEAM 333 DIAGONAL BEAM - --- 1 2 7 A HOOK @ BEAM 333 2 9 A #4 I ( 13) @ 6" OIC @ BEAM 333 DIAGONAL. BEAM CHECKED BY: `231 24 24 1 9 C 6 '-2" @ BEAM 333 1 7 D 18 '-6" CENTERED ON BEAM #4 1 ( 1S) @ 5" O/C @ GRID C END @ BEAM 333 331 24 24 1 9 C 6 '-2" @ BEAM 333 1 7 D 18 '-6" CENTERED ON BEAM #4 I ( 15) @ 5" O/C @ GRID C END @ BEAM 333 T M R/RCT 2 7 B 6 '-2" @ GRID C #4 I @ e" O/C BALANCE 2 7 B 6 '-2" @ GRID C $4 I @ 8" C/C BALANCE - -- -- -- - --- -- ---- REVISIONS 4 9 A 4 9 A 4 9 A 4 9 A 1233 28 24 4 9 C 48 '_8" GRID 9 2 11 D Y - 4 9 C X3 '-8" GRID 9 2 11 D 2-3 '-7" ' 9 B 8 8" GRID 10,RUN F .�T 1 9 D 23 7' START 3 6" FROM #4 III (271@ 3-102' O/C GRID 9 332 28 24 ' 3 11 B 8 '-8 COLUMN FACE DEV- CENTERLINE OF #4 III (3S) @ 3-1/2" O/C GRID 10 2 9 B 8 '-8" GRID 1 .RUN PAST 1 9 D 23 '-7" START 3 '-6" FROM #4 III (27) @ 3-1/2" O/C GRID 2 ELOPMENT LENGTH COLUMN @ GRID 9 #4 III @ S" O/C BALANCE 3 11 B 8 '-8" COLUMN FACE DEV- CENTERLINE OF #4 III (35) @ 3-1/2" 0/C GRID 1 EL-OPMENT LENGTH COLUMN @ GRID 2 #4 III @ 5 O/C BALANCE 10-07-87 2 9 A W/HOOK @ EA . END 3 7 A W/HOOK @ EA . END #4 I1 ( 10) @ 5" O/C @ 1 STORY COLUMN 4 9 R 4 9 A „ 4 9 C 4J '-8" GRID 9 2 11 D 231-7" • �� i `'S0 24 2.4 1 7 A W/HOOK @ EA . END 4 7 C 6 '-S" R GRID AID ENDS #4 III ( 10) @ S O/C @ GRIDS AID 333 28 24 2- 1_. _ 2 7 C S '-0" @ GRID. AID ENDS a4 II @ 10" U/C BALANCE 2 9 B 8 ' -8 GRID 13,RUN PAST 1 9 D 23 7 START 3 6' FROM #4 III (27) @ 3-1/2 0/C GRID 9 /� 3 11 B 8 ' -8" COLUMN FACE DEV- CENTERLINE OF #4 III (3S) @ 3-1/2" 0/C GRID 10 -� 3 7 A W/HOOK -6--EW. END 2 9 A - W/HOOK @ EA . END #4 II ( 12) @ 4-1/2" O/C EACH END- - ELOPMENT LENGTH COLUMN @ GRID 9 #4 ZII @ S" 0/C BALANCE . �� 2SI 24 24 2 9 C 6 '-0" @ GRID 3 3 7 A W/HOOK @ EA . END #4 I ( 16) @ 9" O/C ADJ . TO EXT . END -- --- - - - - -- -- - --- -- - - ' � h ""3 6 '-0" @ GRID 3 #4 V @ 9" 0/C BALANCE " �� `- ---- -- 334 12 12 2 7 R STD . KOOK EA . E :O 2 7 A STD . HOOK @ EA . END NO STIRRUPS 252 24 24 2 9 6 9 '-S" @ GRID 3 2 9 B 4 '-6" @ GRID 3 #4 II (9) @ 5" 0/C @ GRID 3 2 9 B 4 '-6" @ GRID 3 1 7 B 4 '-6" @ GRID 3 -- - - ----- -- --- -- -- - - - - - ` Feh �\ 33S 12 12 2 7 A STD , HOOK EA . END 2 7 A TTD . HOOK @ EA . END NO STIRRUPS 2S3 18 18 3 5 A W/HOOK @ EA . END 3 9 A W/HOOK @ EA . END #3 V ( 18) @ 7-1/2" O/C EACH END 2 9 D 19 '•-0" CENTERED ON BEAM -- - -- _-- -- -'-- - __. - _.- -- -- -- - - - 336 12 12 2 7 A STD . HOOK E A . END 2 7 A STD . HOOK @ E A . END #4 V (9) @ 4-1/2" 0/C EACH END MM OMwvn" ,,,,a;&"ATT PC IM, AS cr Pow N "IN ftPwIsSION Of Lw%A 337 18 12 3 7 A STD . HOOK EA . END 3 7 A STD . HOOK @ EA . END NO STIRRUPS ---- - --- - -- - -- -- - -- _-- - --- --- -- SHEET S4 . 2 OF JOB NO. 10260 SW 6F'EEM»I IFS; ,c, nF P286500 ' •.: -' _......Y , _..nn..MMMM�kMNwYMIrw..w s+IwN`�111MIwm,... ......::+IIMVN+:••,••,.v .Mly�{�IW°+•,•r .eMew;urvx.:wP'" �Ah •ro.^,.. ,,v. tCwwts•A�1r. ..:.r .,- .. .. _. A2eM!f'f47r!MI',)Ir!na r..r..,rr+nn �( ?UIIiH w:e..r, . .,.... -+N► 4q�ii+•."av++�wrbuuraw..a.- .....»«._....... wwwr....,....»,..-.+,..........�......._.�......... ---...�.�.....+.�._....- N I I F THIS DOCUMENT IS LESS I-q1 111 III 111 III 111 III 1 1 III III III I . 1�1 r1T 111 llt 1'I II! III 111 1 III III I I III III III III III III III 11111111li11 II III III 1111111 III III III I e , --- y f 11 I I h I 14 ( � 1 �I I J �6 I I J� I 18 I I 1 0 11 �� APRIL 2s 994 I LEGIBLE D THAN THIS QUALITY �� -__ -_--L-_-----.�- ---� --- .-----.__.-_.�. ---------IS DUE TO THE Ql1ALITY 01 N"]e g+,- Y14R•�K+bb+ .. THE ORIGINAL DOCUMENT. ----��---- -- TT-- -- _ -._...- - -- _- _ �Ia 9ZL 19TZ YIZ 6L EFG Z LZ� 8I 9li Li �l 191 6�I £i Zi ii 8�N IH ullllllllllllllllIII IXl II I I 11111 11111 T13111 IIIIIIIII IIII IIIIIIII�II111111�llllllil lllllu�ll.11llllllllllll u(III�II� I ID C E BE [--A I SCHEIIJ CONCRETE TOP BAR -- - --------- ------- __.�.... - ------ � �- --- -- - - - S BOTTOM BARS STIRRUPS CONCRETE TOP BARS BOTTOM BARS STIRRUPS - MARK W - ----_._- - ----- -- _ ___-- _____. .._ - - --- ------ --- - --- ---- ---- ___ _ --- -----------._ D NO. SIZE TYPE L �-__- ---- ---� ----- ------ _----__ ----- ----- ---- - -- -- __ REMARKS N0. I 7 TYPE L REMARKS SIZE TYPE PLACEMENT LOCATION REMARKS MARK W D NO. SIZE TYPE L REMARKS INO. IZE TYPE L REMARKS SIZE TYPE PLACEMENT LOCATION REMARKS 0 vi - ------------ �• (11 101 18 21 2 9 A 44 II ( 14)@ 2-1/2"/0/C B.5 END r„ _- _- _ 1 - 4 9 8 6 '-10" GRID B.5 3 9 R rq I (20)@ S" O/C RDJ . TO 8.5 -- - ----- Q ---- - ---------- ---- ----- - --- - --- -- ---- 102 18 21 2 9 A aCo 4 II ( 14)@ 2-1/2" 0/C B.5 END F- 4 9 8 6 '-10" GRID B.5 3 9 A 04 1 (20)@ 5" 0/C ADJ . TO END CO -- 103 12 21 I LU A HOOK EACH END 3 7 - HOOK EACH END a3 V (9)@ 8-1/2"-0/C GR1D W-10 - - - -- - Y O - 3 7 R a3 V (8)@ 8-1/2" 0/C GRID 9 104 12 21 2 7 A HOOK EACH END 2 -7 A ( HOOK EACH END a3 V (9)@ 8-1/2" O/C EACH ENO -- 10 N U Q0 � 0 'CS 105 12 21 2 7 A HOOK EACH ENO 2 7 R -- HOOK EACH END - a3 V l9)@ 0-1/2" 0/C EACH END -- - - Z W O - - -- Uj CO 106 12 21 3 7 a3 " 'A ww �gQrn A HOOK EACH END 3 7 A HOOK EACH END V l9)@ 6-1/2" 0/C GRID 10 - - 3» v, 3 «3_ V (8)@-8 -112" 0/C _ GRID 9 _ 107 12 21 3 7 - - 83 11 ( 13)@ 4" 0/C EACH END -- _ - - - /ti Q N A HOOK EACH END 3 9 A HOOK EACH END a3 1 (4)@ 6-1/2" 0/C ADJ . TO END Q 83 V --C+ 91, 0/C AL -- -- --- ---- - --- _ -_ 5. I (22)@ 11 " O/C COLUMN END 2 7 q 3 7 B 9'-S" GRIDS 2b9 3 7 B 9'-S" GRIDS 2b9 I oF-M Er M 701 12 24 2 9 B 9'-S" GRIDS 2a9 «3 RBO1 12 24 a3 t22)Q 11" 0/C COLUMN END Q U a ---- 2 9 8 9'-5" GRIDS 299 2 7 A --- ___ 102 12 12 2 9 B 4 '-0" GRID 2 2 7 q a3 1 ( IO)LI2 i/2 " a/C EACH END ALTERNATE TYPE I @ 10" 0/C 2 7 A a3 I ( 10)@ 212" 0/C EACH ENO ALTERNATE TYPE I Q 10" 0 2 7 B 2 '-8" GRID 3 1 7 8 4'-0" GRID 2 a3 1 @ 10" fJ/C BALANCE WITH TYPE V RB02 12 12 2 9 B 4'-0" GRID 2 2 7 A a3 1 @ 1 0/C BALANCE WITH TYPE v V 10" 0/C BALANCE TO OBTAIN 5" O/C 2 7 B 2'-8" GRID 3 1 J B 4 '-0" GRID 2 83 V @ 10" 0/C BALANCE TO OBTAIN 5" 0/C 03 1 O@ " /2" 0/C EACH END 3 I ( 10) S" 0/C ADJ . TO EACH END O in 7U3 12 12 2 � A a3 I (5)@ 5" 0/C ADJ . TO EACH END R803 12 12 2 7 A Y3 1 ( 101@ 2-1/2" 0/C EACH ENC) 8 4 '-6'' EACH END 2 7 R „ 2 7 8 4 '-6" EACH END 2 7 A /c B8L NCE 704 12 12 2 7 A «3 -T (30)@ 2-1/2" 0/C EACH END----- ------------- -- -- -- -BALANCE - - - - ----- -_ - -- -- ---- - a3 ( 10)@ 52-10/2" 0/C EACH ENU--- - - - -- _ ---- 2 7 B 4 '-6" EACH END 2 7 A a3 1 (S1@ S" 0/C ADJ . TO EACH END R804 12 12 2 7 R « 2 49 « V 2 7 8 4 '-6" EACH END 2 7 A 3 I 15l@ 5" 0/C RDJ . TO EACH END W 705 1 8 18 2 j q ------ - ------ -__ - -_. - --- --- - ----- - --- (3 5 � 8 3'-3" GRID 8 2 7 A 83 1 (10)@ 2.-1/2" 0/C EACH ENO ALTERNATE TYPE I Q 10" O/C 2 7 A 1 ( 10)@ 2-1/2" 0/L' EACH END ALTERNATE TYPE I Q IO" OX W R n a3 I @ 10110/c BALANCE WITH TYPE V RBOS 18 18 2 7 B 3'-3" GRID 8 2 7 A «3 1 @ 10110/c BALANCE WITH TYPE V W m d - 2 9 8 4 '-4" GRID 9 1 7 B 4 '-4" GRID 9 _ M3 @ 10„ 0./�___. j� �E _ TO OBTAIN S" 0/C --_- 2 9_ B 4 '-4" GRID 9 ---, 1 7 B 4'-4" GRID 9- «3 TO OBTAIN 5" 0/C W Z ° - - -_-_ ---__- -__ - _- -- - - (� N N 706 18 1B 1 9 C 10'-3" BEAM ENDS @ 2 S C 7 '-9" @ GRID Ib10 «3 V 1141@ 7" 0/C @ GRIDS 1410 RB06 18 18 1 9 C 10'-3" BEAM ENDS @ 2 S C 7'-9" @ GRID 1&10 «3 V 1141@ 7" 0/C @ GRIDS 1410 (� U 1 9 C 9'-3" HOOKDIAGONALG EDGE 1 9 C 9'-3" DIAGONAL EDGE ��[[[ HOOK @ GRID 1410 HOOK @ GRID 1&10 I Z 2 9 R HOOK @ GRID 1 4 7 r 12'-0" @ GRID 1 a4 II1 ( 14)@ 7-1/2" 0/C GRID 1 SEE DETAIL 4/S5.2 2 9 A HOOK @ GRID 1 4 7 C 12'-0" @ GRID 1 «4 III ( 14)@ 7-1/2" 0/C GRID 1 SEE DETAIL 4/SS.2 HOOK @ GRIDS IA3 2 9 C 12'-0" @ GRID 1 a4 IV ( 171@ 6" 0/C GRID 3 1 9 A HOOK @ GRIDS 1&3 2 9 C 12'-0" @ GRID 1 84 IV (17)@ 6" 0/C GRID 3 707 30 34 2 9 C 17 '-8" @ GRID 3 4 1 B ll ' -4" @ GRID 3 04 II (33)@ 3-1/2" 0/C ADJ . TO END @ GRID 1 RB07 30 34 2 9 C 17 '-8" @ GR 10 3 4 7 B 11 '-4" @ GRID 3 a4 IT (331@ 3-1/2" 0/C ADJ . TO END @ GR1D 1 4 11 B 17 '-8" @ GRID 3 2 9 B 11 '-4" @ GRID 3 r4 III (38)@ 3" 0/C ADJ . TO END @ GRID 3 4 I1 B 17 '-8" @ GRID 3 2 9 B 11 '-4" @ GRID 3 a4 III (381@ 3" 0/C ADJ . TO ENC @ GRID 3 a: 2 7 B 17 '-8" @ GRID 3 4 9 0 26'-6" CENTERED ON BERM 2 7 8 17 '-B" @ GRID 3 4 9 D 26'-6" CENTERED ON BEAM 3 11 0 26'-S" CENTERED ON BEAM 3 11 0 26'-6" CENTERED ON BEAM Uj ---- --- ---- 708 24 34 2 9 A 4 7 A HOOK @ GRID 4 a4 IV ( 10)@ 7-1/2" 0/C GRID 3 2 9 A 4 7 A HOOK @ GRID 4 04 IV (101@ 7-1/2" 0/C GRID 3 2 9 A HOOK @ GRID 4 a4 IIl ( 10)@ 7-1/2" 0/C GRID 4 RBOB 24 34 2 1 A 2 9 A NOOK @ GRID 4 04 111 1101@ '1-1/2" 0/C GRID 4 4 11 B 11 '-6" @ GRID 3 1 7 C 4 '-6" @ GRID 4 «4 vI @ 11-1/2" 0/C BALANCE 4 11 B 11 '-6" @ GRID 3 1 7 C 4 '-6" @ GRID 4 «4 �'I @ 11-1/2" 0/C BALANCE -- ----, -.- - - Z 709 2 A 4 7 A HOOK @ GRID 4 r4 III ( 10)@ 5" 0/C EACH END 2 9 A 4 7 A HOOK @ GRID 4 84 III (10)@ 5110/c EACH END o ' 24 24 2 7 B 4 '-6" @ GRID 4 2 9 C 6 '-0" @ GRID 5 r4 V (3)@ 9" 0/C ADJ . TO EACH END RB09 24 24 2 7 B 4 '-6" @ GRID 4 2 9 C 6'-0" @ GRID S «4 V (3)@ 9" 0/C ACJ . TO EACH END v 1 9 B 4 '-6" @ GRID 5 1 9 B 6 '-0" R GRID 5 04 V @ 10" 0/C BALANCE 1 9 8 4 '-6" @ GRID 5 1 9 8 6'-0" @ GRID S «4 V @ 10" 0/C BAL.A 'CE 710 24 24 2 9 A 4 7 A a4 II (10)@ 5" 0/C EACH END RBIO 24 24 2 9 A 4 7 A 04 II ( 10)@ 5" 0/C EACH END � 1 9 B 4 '-6" @ EACH END 1 9 R 04 V (4)@ 7-1/2" 0/C ADJ . TO EACH END 1 9 B 4 '-6" @ EACH END 1 9 A a4 V (4)@ 7-1/2" 0/C ADJ . TO EACH END - a4 V @ 10" 0/C BALANCE 4 1 N 2 9 R 4 7 B 8'-9" @ GRID 6 04 III ( 10)@ 5" 0/C EACH END SEE DETAIL- 4/S5.2 2 9 A 4 7 8 8 -9" @ GRID o aq III ( 101@ S" 0/C EACH END SEE DETAIL. 4/55.2 711 24 24 2 7 B 4 '-6" 1 9 B 6 '-0" @ GRID 6 r4 V (3)@ 9" 0/C ADJ . TO EACH END R811 24 G4 2 7 R 4 '-6" 1 9 B 6'-0" @ GRID 6 r4 V (10) 9" 0/C ADJ . TO EACH END m 1 9 B 4 '-6" @ GRID 7 2 9 C 6'-0" @ GRID 7 r4 @ 10" 0/C BALANCE 1 9 8 4 '-6" @ GRID 7 2 9 C 6'-0" @ GRID 1 r4 V @ 10110/c BALANCE @ GRID 6 4 7 C 8'-9" @ GRID 7 @ GRID 6 4 7 C 8'-9" @ GRID 7 , 4 7 D 13 '-3" CENTERED ON BEAM 4 7 0 13'-3" CENTERED ON BEAM 712 24 34 2 7 A 4 7 R HOOK R GRID 7 84 Iv ( 10)@ 7-1/2" O/C @ GRIU 8 SEE DETAIL 4/S5.2 RB12 24 34 2 9 A 4 7 A HOOK @ GRID 7 a4 IV ( 10)@ 7-1/2" 0/C @ GRID 8- SEE DETAIL 4/S5.2 O ,Q 4 11 8 Il ' -6" @ GRID 8 2 9 A HOOK @ GRID 7 «4 111 ( 10)@ 7-1/2" 0/C @ GRID 7 4 11 B 11 '-6" @ GRID 8 2 9 A HOOK @ GRID 7 $4 III (10)@ 7-1/2" 0/C @ GRID 7 1 9 B 11 '-6" @ GRID 8 1 7 C 4 '-6" @ GRID 7 r4 VI @ 11 " 0/C BALANCE 1 9 B I1 '-6" @ GRID 8 1 7 C 4'-6" @ GRID 7 r4 VI @ 11 " 0/C BALANCE C9 4 7 B 12'-10" @ GRID 8 r4 IV (2S)@ 4-1/2" 0/C @ GRID 8 --- 4 7 B 12'-10" @ GRID 8 - �- a4 IV (25)@ 4-1/2" 0/C- @ GRID 8 2 9 A HOOK @ GRID 10 2 9 B 12 '-10" @ GRID 8 a4 1II (38)@ 3-1/2" 0/C ADJ . TO END 2 9 A HOOK @ GRID 10 2 9 B 12'-10" @ GRID 8 «4 11I (38)@ 3-1/2" 0/C RUJ . TO END ►- 2 9 A HOOKS @ GRIDS 8410 2 7 C 12 '-10" @ GRID 8 #4 IV (22)@ G" O/C @ GRID 10 2 9 A HOOKS C± GRIDS 8410 2 7 C 12'-10" @ GRID 8 a4 IV (221@ G" 0/C @ GRID 10 713 30 34 4 11 B 20 '-3" @ GRID 8 6 7 C 13' -0" @ GRID 10 r4 III (30)@ 4" 0/C ADJ . TO END RB13 30 34 4 11 B 20'-3" @ GRID 8 6 7 C 13'-0" @ GRID 10 a4 III (30)@ 4" 0/C ADJ . TO END 1 9 a 20 ' -3" @ GRID 8 2 9 C 13 '-0" @ GRID IU 1 9 B 20'-3" @ GRID 8 2 9 C 13'-0" @ GRJO 10 6 9 C 20 '-3" @ GRID 8 6 11 D 30'-6" CENTERED ON BERM 6 9 C 20'-3" @ GRID 8 6 11 D 30'-6" CENTERED ON BEAM __- __ -__-- __ 1 9 D 30'-6" CENTERED ON BEAM �-- - _ -- _ _-. ---_-- _--- ----- ---__-._-- _1 9 D _ 30'-6" CENTERED ON BEAM 2 7 R I 2 7 A --------.- -. - --- 714 24 34 2 9 8 S'-7" GRID 8.3 a B.7 2 9 A r4 I III @ 4" 0/C FULL LENGTH R014 2.4 34 2 9 B S'-7" GRID 3.3 b 8.7 2 9 R r4 III @ 4" 0/C FULL LENGTH 1 7 8 5'-7" GRID 8.3 d 8.7 2 7 A ■ 1 7 8 5'-7" GRID 8.3 d B.7 2 7 A 2 9 C 6 '-7" GRID A.6 d A.3 ■ - -- -- --- 1 7 C •6'--7" GRID A.6 d A.3 2 9 C :6'-7" GRID A.6 A A.3 1 7 C 6 '-7" GRID A.6 d A.3 715 24 24 2 9 B 4 '-7" EACH END 2 9 A «4 Ill @ 7-1/2" 0/C FULL LENGTH R81S 24 24 2 9 B 4 '-7" EACH END 2 9 A a4 III @ 7- 1/2" 0/C FULL L,�NGTH 1 7 8 4 '-7" EACH END 2 7 A 1 7 8 4 '-7" EACH END 2 7 A 2 7 R HOOK @ BEAM 732 2 9 A HOOK @ BEAM 732 «4 I ( 13)@ 6" 0/C @ BEAM 732 DIAGONAL BEAM 2 7 R HOOK @ BEAM 732 2 9 A HOOK @ BEAM 732 a4 1 ( 13)@ G" 0/C @ BEAM 732 DIAGONAL BERM 716 24 24 1 9 C 6'-0" @ BEAM 7:,2 1 7 D 18'-0" CENTERED ON BEAM a4 I ( 15)L- 5" 0/C @ GRID BIC END AT BERM 732 RB16 24 24 1 9 C 6'-0" @ BEAM 732 1 7 D 19'-0" CENTERED ON BEAM a4 1 (IS)@ S" 0/C @ GRID BIC END AT BERM 732 2 7 B 6'-0" @ GRID BIC «q I @ 8" 0/C BALANCE 2 7 B 6'-0" @ GRID BIC «4 1 @ 8" 0/C BALANCE W 2 7 A 2 9 A r3 V ( 11l@ 9-1/2" O/C EACH END 2 7 A 2 9 A «3 V (ill@ 9-1/2" 0/C EACH END 717 24 24 2 7 B 7'-6" @ GRIDS BIC 2 9 D 22'-6" CENTERED ON BERM r3 V @ 10-1/2" 0 •C BALANCE RB17 24 24 2 7 B 7'-6" @ GRIDS BIC 2 9 0 22'-6" CENTERED ON BEAM r3 V @ 10-1/2" 0/C BALANCE. -- 3 -9 A HOOK @ AID 2 9 q HOOK @ RAO ---- -- -- ---- --- --- - 3 g A HOOK @ AID 2 9 q HOOK @ AID 2 9 C 8'-0" GRID AID 2 7 q HOOK @ AID r4 111 ( 10)@ 5" 0/C EACH END 2 9 C B'-0" GRID AID 2 7 A HOOK @ AID r4 IIi ( 10)0 S" 0/C EACH END 718 24 24 2 7 C 8'-0" GRID Ado r4 VI (6)@ 8-1/2_" 0/C ADJ . TO EACH END RB18 24 24 2 7 C 8'-0" GRID R&D a4 VI (6)@ 8-1/2" 0/C ADJ . TO EACH END W 4 9 B 8'-0" GRID BIC a4 V @ 10-1/2" 0/C IBPLANCE 4 9 8 8'-0" GRID BIC rq V @ 10-1.�2" 0/C BALANCE 4 7 B 8'-0" GRID BIC 4 7 B 8'-0" GRID BIC 3 9 A r4 III ( 10)@ S" 0/C EACH END 3 9 A a4 III ( 10)@ 5" 0/C EACH ENO 719 24 2ti 4 9 3 7'-6" EACH END 2 9 A r4 VI (6)@ 7110/C RDJ . TO EACH END I RB19 24 24 4 9 B 7 '-6" EACH END 2 9 A «4 VI l6)@ 7" 0/C ADJ . TO EACH END /A 4 7 B 7 '-6" EACH END 2 7 A r4 V @ 10-1/2" 0/C BALANCE 4 7 B 7 '-6" EACH END 2 7 R a4 V @ 10-1/2" 0/C BALANCE V� 2 9 q HOOK @ AID 04 1I1 ( 10)@ 5' 0/C EACH END 2 9 q HOOK @ AID 04 , III ( 10) @ S" 0/C EACH ENO -- 720 24 24 4 9 C 8'-0" @ GRID AID 3 9 A HOOK @ AID aq VI (S)@ 9-1/2" 0/C ADJ . i0 EACH END RB20 24 24 4 9 C 8'-0" @ GRID fiAD 3 9 A HOOK @ AID «4 VI (S)@ 9-1/2" 0/C ADJ . TO EACH END 8'-0" - @ GRID BAC 2 5 D 16'-0' I_cNTERED ON BERM -� 4 V @ 10_1/2" 0/C NCE _ 8'-0" @ GRID BIC 2 5 D 16'-0' CENTERED ON BEAM V _�_��1�2„ LANC TT ( 10)@ 5" 0/f E EACH H'E END ---- --- - -- - - --- - ---- - - --- ------ a4 r4 1101@ 0/C EACH ENO 2 9 R 3 9 A aq VI (6)@ 7" 0/C ADJ . TO EACH END 2 9 R 3 9 A «4 VI (6)@ 7" 0/C ADJ . TO EACH ENO 721 24 24 6 9 B 7 '-6" EACH END 2 5 D 15 '-3" CENTERED ON BERM r4 V @ 10-1/2" 0/C BALANCE R821 24 24 6 9 B 7 '-6" EACH END 2 S D 15 '-3" CENTERED ON BEAM «4 V @ 10-1/2_" O/C BALANCE 2 g q HOOK @ RID 3 9 C 16 '-0" GRIDS AID - - v - - --- - ---- - 2 9 R HOOK @ Rd0 3 9 C 16'-0" GRIDS AdD T_F -- - W-- -__-_ _---_ 111 722 24 24 4 9 C 8'-0" @ GRID AID 3 9 B 9'-9" GRIDS BIC a4 III ( 10)@ 5" 0/C EACH END SEE NOTCH DETAIL.. R822 24 24 4 9 C 8'-0" @ GRID AID 3 9 B 9'-9" GRIDS BIC 04 III ( 10)@ 5" 0/C EACH END "EF NOTCH DETAIL 6 9 B 8'-0" @ GRID BIC 3 9 D 20'-3" .START 8 ' FROM GRID A/D a4 VI (5)@ 9-1/2" 0/0 ADJ . TO EACH END SHEET 1/SS.2 6 9 B 8'-0" @ GRID BIC 3 9 U 20'-3" START 8 ' FROM GRID A/D a4 VI (S)@ 9-1/2" 0/C ADJ . TO F�,CH END SHEET 1/S5.2 - -_-.--- 2 5 D 20' -3" START 8 ' FROM GRID A/D #4 2 9 R 2__ 5 ,_ 0 1 20'-3" START _B'__FRQM GRID A/D #4 V - 0 F- �"lOTO--- E � --- ------ -- - -- - - �/ _ �/ - -- --- -- -- ------ -5-„STC _I---- 723 24 24 6 9 B 7 '-6" EACH END 3 9 A >t4 VI (5)@ 9" O/C ADJ . TO EACH END RB23 24 24 `4 6 9 B 7 '-6" EACH END 3 9 R aq VI (5)@ 9" 0/C ADJ . TO TACH END « V @ 10-1/2" 0/C BALANCE « V @ 10-1/2" O/C BALANCE 2 9 R 3 16'-0" GRID A a4 'ISI ��"�7�-- EACH END SEE NOTCH DETFIL 2 9 R K Cs �- 3 1 GRID A «4 TR �� - EACH ENO SEE NOTCH DETAIL - 724 24 24 4 9 C 8'-0" @ GRID A 3 9 B 9'-9" ^.RID 8 r4 VI (5)@ 9-1/2" 0/C ADJ . TO EACH END SHEET 1/SS.2 R824 24 24 4 9 C 8'-0" @ GRID A 3 9 B 9'-9" GRID 8 04 V1 (5)@ 9-1/2" 0/C ADJ . TO EACH END SHEET 1/S5.2 6 9 B B' 0" @ GRID B 3 9 D 20'-3" START 8 ' FROM GRID A r4 V @ 10-1/2" O/C BALANCE 6 9 8 8' -0" @ GRID 8 3 9 0 20'-3" START 8' FROM GRID A «4 V @ 10- 111" 0/C BALANCE 2 S 0 20 '-3" START 8' FROM GRID A 2 5 D 20'-3" STAR; 8' FROM GRID A 9 B 25'-6" GRID B «g III ( 10)@ 5" 0/C GRID B -_ - SEE DETAIL 3/55.2 2 9 q - �x-@ � 9 B 25 '-6" GRID 8 #4 III (10)@ 5110/c GRID B SEE DETAIL 3/SS.2 2 ?��-�'•- FRDT� i;fiTIS- «4- T>r-4"-t7-TC 2 - STFRT�-F{�dld�RTII�-- i� - TIr 1 U L -`--- - 725 24 24 4 9 B 7 '.-6" @ GRID B 3 9 C 16'-0" GRID C «4 VI (8)@ 8-1/2" 0/C ADJ . TO END GRID C RB25 24 24 4 9 B 7 '-6" @ GRID B 3 9 C 16 '-0" GRID C «q VI t8)@ 8-1/?." 0!C ADJ . TO END GRID C - DATE: 4 11 B 10'-7" @ GRID C 2 5 C 16'-0" GRID C «q VI @ 9" 0/C BALANCE it B 10'-7" @ GRID C 2 5 C 16 '-0" GRID C r4 VI @ 9" 0/C BALANCE -- _---_-- -- - --- --- .._ - --- _ _ - 2 9 A HOOK @ D 3 9 C 15'-6" GRID 0 r4 II ( 10)@ 5" 0/C EACH END SEE NOTCH DETAIL 2 9 R HOOK @ 0 3 9 C 1S'-S" GRID D - a4 I1 ( 10)@ S" 0/C EACH END - SEE NOTCH DETAIL I 726 24 24 4 9 C 7 '-9" @ GRID D 3 9 B 81-11, GRID C #4 VI (5)@ 10-1/2" 0/C GRID D SHEET 1/SS.2 RB26 24 24 4 9 C 7 '-9" @ GRIU 0 3 9 B 8'-1 " GRID C 84 VI (5)0 10-1/2" 0/C GRID D SHEET 1/SS.2 DRAWN BY: 4 11 8 7 '-9" @ GRID C 3 9 D 19'-4" START 8' FROM GRID U a4 VI (5)@ 9" 0/C @ GRID C 4 11 B 7 '-9" ? GRID C 3 9 D 19`-4" START 8 ' FROM GRID D 04 VI (5)@ 9" 0/C @ GRID C K V L9 --- _ 2 S _ D 19'-4" Tr�RT �'-FRPQ�1 GRID _�_ a V @ - /2"0/C BALANCE 2 _ _S 0 19'-4" _ SSTAR1_8' FIR GRIQ_�-___ N V - @ 10-1/2"O/CBALANCE 9 A «4 Tl b�� /C -- - EACH END - - ----- - --- -- - 9 -A _-_- -- -- ---- - 727 24 24 4 9 B 7 '-6" EACH END 2 9 A r4 VI (6)@ 8" 0/C ADJ . TO EACH END R827 24 24 4 «4 T ARCH END - - - - - -- (NECKED gY: 9 8 7'-6" EACH END 2 9 R r4 VI (6)@ 8" 0/C ADJ . TO EACH ENG 4 7 B 7 '-6" EACH END _ 2 7 A --- - -- r4 V @ 10- 1/2" O/C BALANCE _- - - - 4 7- B 7 '-6" - EACH END 2 7 A `- «4 V @ 10-1/2_" O/C BALANCE _ _ TMR/RCT 3 g q HOOK @ GRID D 2 9 A HOOK @ GRID D 3- 9 A HOOK @ GRID 0 2 9 R HOOK @ GRIC J - -- 4 9 B 7 '-9" @ GRID C 2 7 A HOOK @ GRID 0 *4 III ( 10)@ 5" 0/C EACH END 4 REVISIONS: 728 24 24 4 7 9 7'-9" @ GRID C #4 VI (6)@ 8-1/2" 0/C ADJ . TO EACH ENO RB28 24 24 4 B 71-9" @ GRID C 2 7 R HOOK @ GRTD U a4 III ( 10l@ 5" 2" EACH END 7 Ii 7'-9" C+ GRID C I a4 VI (6)@ B-1/2" 0/C ADJ . TO EACH END 2 9 C 7'-9" @ GRID D rq V @ 10-1/2" O/C BALANCE ? 9 C 7 '-g @ GRID D 04 V @ 10-1/2" 0/C '--BALANCE- -'- ALANCE 2 7 C 7'-9" @ GRID D C -' '-!" @ GRID U 2 7 q HOOK @ BEAM 733 2 9 A HOOK @ BERM 733 «4 1 ( 14)@ 6" 0/C @ BEAM '732- DIAGONAL BEAM 2 - - c -_ - 729 24 24 1 9 C 6'-6" @ BEAM 733 1 7 D 19'-8" CENTERED ON BERM a4 I ( 17)@ S" 0/C @ GRID B END AT BEAM 732 R82 24 24 1 7 A HOOK @ BERM 733 2 9 R CENT @ BEAM 733 aq I (141@ 6" 0/C @ BERM 732 -� DIAGONAL BEAM---------" ERM 2 7 B 6'-6" @ GRID B a4 1 @ 8" 0/C BALANCE 2 9 C 6'-6" @ BEAM 733 1 7 D 19'-8 CENTERED ON BEAM «q 1 (17)@ 5" 0/C @ GRID B END AT BERM 732 L� 10�07�87 7 B 6'-6" @ GRID B a4 1 Q 8" 0/C BALANCE 2 7 R 2 9 A r3 V (11 )@ 9-1/2" 0/C EACH END 2 „ 7 R 9 A r3 V ( I1l@ 9-1/2 0/C EACH ENO 730 24 24 2 7 B 8'-0" @ GRIDS BAC ?_ 9 D 23'-9" CENTERED ON BEAM a3 V @ 10-1/2" 0/C BALANCE RB30 24 24 r 1 ' 7 B 8'-0" @ GRIDS BIC 2 9 D 23'-9" CENTERED ON BERM a3 V @ 10-1/2" 0/C BALANCE I 2 7 q HOOK @ BEPM 733 2 9 A 04 I ( 13)@ 6" 0/C @ BEAM 733 DIAGONAL BEAM 2 7 R HOOK @ BEAM 7?'3 2 9 A r4 1 (13)@ 6" 0/C @ BEAM 733 DIAGONAL BEAM 731 24 124 1 9 C 6'-2" @ BEAM 733 1 7 D 18'-6" CENTERED ON BEAM r4 1 ( 15)@ 5" 0/C @ GRID C END AT BEAM 733 RB31 24 24 1 9 C 6 '-2" @ BEAM 733 1 1 D 18'-6" CENTERED ON BEAM a4 I 1151@ S" 0/C @ GRID C ENO AT BEAM 733 2 7 B 6'-2" @ GRID C aq I @ 8" 0/C BALANCE 2 7 B g '-t. ' @ GRTD C r4 I @ 8110/c BALANCE ( 1! , 4 7 A 1 9 C •9'-8" GRID 2 4 9 A 1 9 A a9' -8' GRID 2 4 9 A 732. 24 24 4 7 C «9'-8" GRID 2 3 11 D 23'-7" START 3'-6" FROM aq III (27)@ 3-1/2" 0/C GRID 2 81-43 24 24 4 7 � 09'-8" GRID 2 3 11 D 23' -7" START :j'-6" FROM «4 III (27)(1 3-1/2" 0/C GRID 2 3 9 B 8'-8" RID 10. RUN PAST CENTERLINE OF COLUMN #4 III (.35)@ 3-1/2" 0/C GRID 1 3 9 B 8 '-8" 'RID 10. RUN PAST CENTERLINE OF COLUMN a4 111 (35)@ 3-1/2" O/C GRID 1 2 7 B 8'-8" �ULUMN FACE @ GRID 2 #4 III @ S- 1/2" 0/C BALANCE 2 7 B 8 '-P ' COLUMN FACE @ GRID 2 a4 III @ S-1/2" 0/C BALANCE EVELOPMENT LENGTH EVELOPMENT LENGTH 4 7 A .49 � - - - "If ORA-US .•E ,..( r�p•S•,•O� 1 9 C w9'-8" GRID 9 4 9 R 1 g A 9'-8" YACKINZISISAIYU a ASSOCW[e •c w' 733 24 24 4 7 C 9'-8 GRIP g 3 11 D 23'-7" START 3'-6" FROM 04 I11 (27)@ 3-1/2" 0/C GRID 9 RB33 24 24 4 7 C ■ „_8„ GRID pU g9 4 g A 2 Rico w.,,:u,awE�i cuc•URD° *•T 3 9 B 8'-8" GRID 1 9 9 B 8 _8„ GGRID 1 3 I1 C1 23 ' -7" START 3'-6" FROM #4 ] II (�7)@ 3-1/2 ' 0/C GRID 9 nup•..n� 0 1 neM•ewss.o"pf.13A 0, RUN PAST CENTERLINE OF COLUMN #4 III (3S)@ 3-1/2" 0/C GRID 10 G 0 RUN PAST CEN'fERLINE OF COLUMN a4 ', 11 (3S)@ 3-1/c^" 0/C GRID 10 ---- 2 7 8 8'-8" COLUMN FACE @ GRID 9 #4 111 @ 5-1/2" 0/C BALANCE 2 7 B 2 ' -8" COLl1MN FACE @ GRID 9 a4 ( M"�""'� DEVELOPMENT LENGTH III @ 5-1/2" 0/C 9RLRNCE , - -.- DEVELOPMENT LENGTH .•�„, , 734 24 24 2 7 A - -- STD. HOOK @ EACH ENC 2 7 H. STD. HOOK @ EACH END NO STIRRUPS R834 24 24 2 7 q STD. HOOK @ EACH EN 2 7 A STD. HOOK @ EACH END _ NO STIRRUPS - SHEET 73S 24 24 2 -1 A STD. HOOK L EACH EN 2 7 A - tS=TDHOOK`@ EACH END _- -_ - NO STIRRUPS- -_ _ RB3S 24 24 2 7 A STD. HOOK @ EACH EN 2 7 R STD. HOOK @ EACH END - -- - NO STIRRUPS 736 24 24 2 7 A STD. HOOK @ EACH EN 2 7 A _ ISTD. HOOK C EACH END _ a3 V (9)@ 4-1/2"-0/C EACH END - _- R836 24 24 2 7 A - STD. HOOK @ EACH EN 2 7 A - - STD. HOOK @ EACH END a3 - V (9)@ 4-1/2" 0/C EACH END --- 737 24 24- 3 7 A -- STD HOOK @ EACH EN - 3 7 A - - STD. HOOK @ EACH END - -- - - - _ -- NO STIRRUPS --- - - - RB37 24 24 3 7 -A -- STD. HOOK @ EACH EN 3 7 -A - STD. HOOK @ EACH END - NO STIRRUPS • OF �� F'1) JOB N0. 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