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10260 SW GREENBURG ROAD-48 Tigard, Oregon Developed by COMPANY - - 10300 S.W. C-reenbug Road Tigard, Oregon INDEX OF DRAWINGS TITLE ARCHITECTURAL tW #11CLUBW4 *-SE"- T1 .1 DRAWING CRITERIA k WALL TYPES OFF iCE TOWER (MOT"INNCGUMM NI SET) A2.1 LOWER LEVEL PLAN 12.1 INTERIOR FLOOR FINISHES CIVIL A2.2 LOBBY LEVEL PLAN LOWER _'VEL ARCHITECTS MACKENZIE SAidTO & ASSOC • P 7NCLVDED IN � A2.3 SECOND LEVEL PLAN 12.2 INTERIOR FLOOR FINISHES 1.11:01 MASTER SITE PLAN A2.4 3RD - 5TH FLOOR PLAN LOBBY LEVEL 0690 , •W . 13ANCROFT ST . PORTLAND , OREGON �I Z.16F.i- SITE DEMOLITION A2.4.1 6TH - 11TH FLOOR PLAN 12.3 INTERIOR FLOOR FINISHES LT.Ci:Y SITE LAYOUT PLAN A2.5 TWELFTH FLOOR PLAN SECOND FLOOR SITE GRADING PLAN A2,6 PENTHOUSE PLAN SITE UTILITY PLAN 12.4 INTERIOR FLOOR FINISHES 4C" NOT USED A2.7 ROOF PLAN 3RD - 5TH FLOOR 61- NOT USEDTHE OFFICE OF PIERCE A3.2 NORTH ELEVATION $,l2Y.T DETAILS A3.1 WEST ELEVATION 12.5 INTERIOR FLOOR FINISHES DDESIGN 6TH - 12TH FLOOR STRUCTURAL EAS TFELE ELEVATION CONSULTANTS G O O D W I N A L E X A N D E R A3.4 A3.5 WING ELEVATIONS PLUMBING DALLAS , TEXAS 51 .1 GENERAL NOTES A3.6 BLDG. SECTION (NOT IMCLUDO IN30) 52.1 PILE PLAN A3.7 BLDG. SECTION P2.1 LOWER LEVEL PLUMBING PLAN S2.2 SLAB PLAN- UPPER AND LOWER LOBBY A3.8 WALL SECTIONS P2.2 LOPBY LEVEL PLUMBING PLAN S2.42A RECCESSED SLAB PLAN - LOBBY FLOOR A3.9 WALL SECTIONS P2,3 2ND - 11TH FLOOR PLUMBING PLAN ENGINEER M A C K E N Z. I E ENGINEERING INC • S2.3 NORTH AND SOUTH WING ROOF FRAMING A3.10 WALL SECTIONS P2,4 12TH FLOOR PLUMBING PLAN PLANS - FIRST FLOOR FRAMING PLAN ON 52.4 SECOND FLOOR FRAMING PLAN TIL / STRUCT . S2.5 -rd - 6th FLOOR FRAMING PLAN 0890 S .W . BANCROFT ST . PORTLAND , GREG 4.4.1 ELEVATOR CAB DETAILS ` Y8.1" RISER PLANS �n -Rlt 52.6 7TH - 12TH FLOOR FRAMING PLAN S2.7 ROOF FRAMING PLAN A5.1 LOBBY ELEVATIONS S2.8 PENTHOUSE FRAMING PLAN 45.2 TOILET RM. PLANS / ELEV. S2.9 SLAB REINFORCING PLAN MECHANICAL INTERFACE ENGINEERING INC . IN S3.1 LONGITUDINAL BUILDING SECTION Al REF. CEI,- G PLAN - LOWER LEVE:. S3.2 TRANSVEFSE BUILDING SECTION A6.2 REF. CEILING PLAN - LOBBY LEVEL A6.3 RE . CEILING PLAN - 2ND LEVEL ELECTRICAL 6452 S . E . LAKE ROAD MILW AIll OREGON 54.1 COLUMN SCHEDULE Al RE:" CI'_:II-ING PLAN - 3RD - 5TH LEVEL 54,2 BEAM SCHEDULE 46.5 REF. CEILING PLAN - 6TH - 11TH LEVEL S4.3 BEAM SCHEDULE A6.6 REF. CEILING PLAN - 17.1H LEVEL 58.1 PILE CAP DETAILS 58.2 FOUNDATION DETAILS A7.1 STAIR SECTIONS S8.3.1 TYPICAL CONCRETE DETAILS A7.2 STAIR PLANS AND SECTIONS LANDSCAPE O T A K INC . 58.3.2 3EAM REINFORCING DETAILS 58.3.3 CONCRETE DETAILS - - A8.1 DETAILS 17355 S.W. BOONES FERRY RD. LAKE OSWEGO, OREGON SB.3.4 BEAM REINFORCING DETAILS A8.2 DETAILS 58.3.5 CONCRETE DETAILS A8.3 DETAILS i A/< A8.4 DETAILS �^�., 4't��'- 1 58.5.1 STEEL DETAILS A8.`. DETAILS 58.5.2 STAIR DETAILS A8.6 DETAILS L4f 1 % 58.5.3 STEEL DETAILS AB.7 DETAILS # �"'�. �,- ,1 �r1 58.5.4 STEEL DETAILS A8.8 DETAILS 58.5.5 PENTHOUSE DETAILS SB.5.E PENTHOUSE DETAILS PERMIT NO. BIIP9BJp0'1_ __ -___--__ --- 'uMIYWkWi4W4ksLMG " •x, - nen. . . -. . » •. '. ....�_-. _-.�-_.......�..-r- _-..-...»... .......w••,......aw«mow.... . ._. . .-.��._.._-....--� I Illil,�lllll�l1l llll`hlgr'I,IIIIIIIIIIIpIrI II IIIII11111I1Pll�lll 1 �� I11111�g1111 �II:IgIII11111II I11111�1111:11III IIII II II11111I11111P1111111,,0` ,1111111111111p P� 2 3 A 9 7 B B 0 I I 12 NOrE: 1- THIS 14IOPOi11H. -� THIS NG IS ITS IS TO XA, ' Ills NOitG£, tr Is M1 14 TIE ING, OF 11E ORIG IN0. -- ti *I xnewnc. OE 62 •T. d •z S2 K E2 22 18 02 •1 _BI 1111 11 Ill E1I �1 1J1- 01-� � � � 9 � c t I�In J,IIIIIIIIIIIIIIIIINIIIHIr,,,II1111pNlNNxxlpxlpplllxlp1111NdniN111dnidrinhudxohudunhodnnhmhu111nlnnhlxnlMnnlmdmlluuhmluWnlM1� � ' , APRIL 1 1.] 1991 - - o . 6 uj (n DRAWING _CRITE_RIA - - ~ Qcl0 ALL LARGE SCALE DRAWINGS '30 X 42) ARE IDENTIFI!D ' w BY THREE DIGITS AS FOLLOWS � ~ LLI z _ w x CN A. CATAGORY LETTER REFERiNG TO THE DISCPLINE B. SUB CATAGORY NUMBER REFERING TO TYPE OF a,C. SHEET NUMBER - CONSECUT17E SHEET NUMBER �AdITHIN EACH W Q 2 cnIM DRAWING OF GROUPING SUB C�TAGORY 0 OR MAJOR DIVISION N X o z � a- Xo I LU (j) L41 01 i A. ARCHITECTURAL 1 . GENERAL ca C. CIVIL - SITE DEVELOPMENT 2. SMALL SCALE PLANS U � E. ELECTRICAL 3. ELEVATIONS AND SECTIONS Q STF,UCTIJRAL Ln M. MECHANICAL 4. LARGE SCALE FLANS (ANLL � od a (D o 0 'SCHEDULES)S. STRUCTURAL P. STRUCTURAL 5. IIITERIOR ELEVATIONS (AND BEAM ELEVATIONS) T. TITLE SHEET 6. REFLECTED CEILING PLANS 7. STAIR SECTIONS 8. DETAILS SYMBOLS AND, REFERENCE :_ ROOM NAME L DETAIL # LO Y - 1_ ROOM / SPACE - 100 F1 9'0"l PARTITION DESIGNATION SHOWN -- __-- W I SECTION KEY MAP'S - ;` --- _ SHEET # I CLG. HEIGHT ABOVE ON DETAIL PLANS AND PLANS PZR - SUB CATAGC RY I D E N T I F I CA I O N REFERENCED FLUOR PERMUTATION , O --- CATAGORY ELEVATION _ .. PARTITION TYPE Z --FIN. SCHEDULE (SEE SHEET A0.1 FOE! 0 - DETAIL # (SEE FIN. GROUP PARTITION TYPES) I KEY MARKS - �� ELEVAT ON SCHEDULE) SHEET # SUB CATAGORY - ROOM / SPACE # DOOR DESIGNATION SHOWN CATAGORY ~� •- O ON FLOOR PLANS � DETAIL # \ - -- DOOR # SEE DOOR SCHEDULE z ifl DETAIL- REFERENCE MARK -- SHEET # • NOTE: CLG. HEIGHT IDENTIFIED AS (-) INDICATES ------SUB CATAGORY NO CEILING CEILING TO BE INSTALLED UNDER TENANT CONTRACT rr -- -- CAfAGORY IF APPLICABLE. FOR CEILING HEIGHT IDENTIFIED AS V (VARIES) O a SEE REFLECTED CF'LING PLANS A6.1 ETC. ry U � I- PARTITION�TYPES : -------_ - Z REVEAL BOARD - REVEAL BOARD PARTITION CONSTRUCTION � REVEAL BOARD l 11 PARTITION CONSTRUCTION _ �'% I ' ' -- PARTITION CONSTRUCTION ` I PARTITION CONSTRUCT13N I ;' J/' - A.(P4A) -PRECAST BRICK PANEL. I A.(P3A) -3 5/8" 25 GA. MTI. STUDS AIR SPACE -- A.(P1A) CANCRETE WALL D.(P2D) -3 5/8" 20 GA- MTL. STUDS I 1 -3 5,8 MTL. STUDS 4 - � �• E.(P2t� - 2 1/ 2' 25 GA. MT'L. STUDS AT 2'-0' O/C I � 2-0' O.C. '"'• / " T I (VARIES SEE STRUCTURAL) 1 1/2' SOUND ATTENUATION BLANKET ® 2' 0" O.C. -T1h'0 LAYERS 5/8" TYPE "X" f -WATERPROOF MEMBRANE ON EARTH SIDE I -3" SOUND ATTENUATION BLANKET. I / I '' 2'0" O.C. - 5/g' GYP. E)D. TYPE 'x' EA. SIDE GYP. BD. EA. SIDE � I �-" -R-11 BAIT. INSULATION I I - CONSTRUCT PER GYP. ASSOC. FIRE RESISTANCE -1/2" GYP. BASE CORRIDOR SIDE. I ' ! %;zl I8" VENEER PLASTER. COORIDOR SIDE. -5/8" GYP BD. l3.(P18) DESIGN MANUAL TENTH EDITION (1981) UP - 1240 -1/8" I g,(P3B) -3 5/8" 25 GA. MTL. STUDS I -CONSTRUCT PER WP--1240. qlt 2'-0" O.C. H.(P4B) -PRECAST BRICK Pa,tJEL ad J I -5/8" GYP. BD. TYPE 'X" TENANT SIDE. �Q I -TWO LAYERS 5/8" TYPE "X" _ - B.(P28) -3 5/8" 25 GP MTL. STUDS I GYP. BD, 4 TENANT SIDE AND " -1" AIR SPACE. 12'-0" O.C. _ -r21C,ID INSUI A.10N. T+ INSIDE C�` ELEV./STAIR SHAFT. ��//�� I -5/8" GYP. BD. EA. SIDE I -(1) LAYrR 5/8" TYPE "X" GYP. BD. VJ f E.(P2F) -3 5/8" 25 GA MTS. `rRlr -__ �- -- C.(Pa..) -LAYED IN PLACE BRICK. i I ----- -CONCRETE WALL I � ® 2'-O'• O.C. � 0 CORRIDOR SIDE. . -� -1" AIR SPACE: a. W C.(P1C) CON ^.� C.(P2C) - 3 6/8' 26 GA MTL. STUDS AT 2'-0' O/C -(1) LAYLR 1/2" GYP. BASE # CORRIDOR SIDE. � �� -15# BLDG. PAPER. WI -7/B" FURRING CHNLS. ® 20 O.C. 5/8" GYP. BD. ,� -1/8" VENEER ©".SE CORRIDOP. SIDE. -5 8" GYP. BD. - 5/8' GYP. BD. (ONE: SIDE ONLY AT COMMON ARE".) --Rt VEAL BOARD (1/2 GYP. BD., 1/8 VENEER PLASTEi,) 1`�, -1/2" L. !. SHEATHING. / -4" MTL. SPJDS AS INDICATED ON ��r -REVEAL BOARD 1 2" GYP. BD., 1/8" VENEER PLASTER) - SEE INTERIOR ELEVATION FOR TILE ON WALL a)OILY-1R SIDE. C.(P3C) -3 5/8" 25 GA. MTL. STUDS - ) STRUCTURAL DRAWINGS ® 1'4" O.C. 6L -WATERPROOF MEMBRANE ON EARTH SIDE 0 2'-0" O.C. -•R-11 BATT. INSULATION U F.(P2F) --2 1/2" 25 GA. MTL. STUDS -TWO LAYERS 5/8" TYPE "X" -5/8" GYP. BD. ® 2'-0" O.C. GYP. Liu. EA. SIDE -1 1/2" SOUND ATTENUATION -REVEAL BOARD (1/2" GYP. BD., 1/8" VENEER PLASTER) CD J • AT BATHROOMS, USE 5/8" W.R. BLANKET z GYP. BD. AT BATHROOM :;IDE. -5/8" GYP. BD. FIRE CODE TYPE "X". D.(P3D) -2 1/2" 25 GH. MTL. STUDS PROVIDE 3 1/2" BATT. SOUND INSUL. EA. SIDE. 0 2'-0" O.C. -1 1/2" SOUND ATTENUATION G.(P2G) --3 5/8,` 25 GA. MTL. STUDS BLANKET Q 0 2 0 O.C. -(2) LAYERS 5/8" TYPE 'X" --5/8" GYP. BD. TYPE "X" E.A. SIDE EA. SIDE. 0 DATE: [LP a4BRICK DPAWi1 BY: fWALL PA'L P3 SHAFTWALL _ _.-. __ _ L - -- CHECKED BY: P Z � I N T E R 10 R WALL - - TYP. EXTERIOR WALL - - P CONCRETE_ _WALL -- - MTL. STUDS WITH GYF'. BD. Fla. SIDE J.P.R. FURRED CONCRETE WALL MTL. STUDS WITH GYP. BD. EA. SIDE RE:VISIONS: PARTITION CONSTRUCTION -- - PARTITION CONSTRUCTION ,D 10 N - PARTITION CONSTRUCTION PARTITION CONSTRUCT /� -._..- _-- A.(N8A) --5 j8" GYP. BD. TYPE "X" , - --- A•(P7A) CONCRETE SUBSTRATE I� ' _- �. A.(P6A) -"Z" GIRT HORIZ. - -DAMP PROOFING -3 5/8" 18 GA. MTL STUD`S 2'0" O.C. A 0• PSA - 3 LAYI RS F!8 GYP. BD. _ C .--- , �`" ( ) I I i I � 3' 6" O.C. / 15# BLDG. PAPER. � �!_�~r I -i" AIR SPACE OREGON --- - 6a MTL. STUDS AT 2'-G' O.C. I _ I I 1 I -MTI-. SIDING (EXTERIOR SIDE) -METAL LAfH. _ USG THE AT 2'- ER - --4" BRICK �N� _ 6 OF 1 I ,, IIII 5/8' MDO PLYWOOD FIRE RETARDENT (PAINTED) / -MORTAR BED 1" - 3/4". -MORTAR BOND COAT. /� n , -2 LAYERS 5/8' GYF. BD. ON ��!F �,�� CHNLS. I 1111 / -CERAMIC TILE. \' 1 0G RC-1 RESILIENTI IIII ' INSULATION (OWENS CORNING TYPE 703 OR EQUAL) I _ I _,_ B.(P68) -"Z" GIRT HORIZ. IIII �, MACKENTIE/U70 h ASSOCIATES,P.0 A'I' INTERIOR WALL SURFACE OF THE MECHANICAL 3'-6" O:C. // YR7, WIN RIGHTS RESERVED ..-�� Ct FACING THE INLET OF THE A.H. UNIT. I IIII -MTL. SIDING (F`!TxRIOR SIDE) THESE URA/NY MANNER ARE THE CEPT WIIV((OF RO M I IIII WND�'PE•N.T 0 BE L)5 D ORPREPROS - U CED IN.ANY PERMIcX(.'EPT /SA TIIE (FLOOR TO CEILING) I \\ IIII C L" PRIOR NRe(fTEN PER41S>;ION OF M/sA -5/8" GYP. bD. C:LT 1•�_L F LIt:'F-'I'_I/, { SHEET i I IIII - o6C _"Z CIF T 110917. �r ' --MTL, SINW:' i,EY,lERIOR SIDE) -R-11 BArI, INSULATION T 1 . 1 -(4) LAYERS 5/8" GYP. BD. P 8 II TILE--WALL } L ' 7 EXTERIOR WALL------ SOUND ALL I 1 - _ - - .I,^(Ei rl., P 6 1 EXTERIOR WALL -- - ---- _L----_- __- UND WALT_ - - P INTERIOR WALL SO -- --� �- P5_1 - - - - -- -- -- BRICK VENEER ON CONCRETE SUBSTRATE00 L--_ _-�1 MTL. SIDING OVER MTL. STUDS P2865 >MIT NO• BUFIE38 0 9 M � { AS ISSUED FOR 11-- 16-87 2 OF 88 .. ---.--- - -- ,,,,.�,.ww........,...•... ....raw...,...---- '+ 1 11/ 111 III III III 111 111 III III II11111.,.... " �'"'� .,-wIIIIIIII IIIIIII illlt�lIIIIIIII IIIIIIIIIfI1I IIIIIIIIIIIIIr�I�IIIIII111111111�1III111111111III1111111IllllllhlO ItIIIlI+11I1t11II111t111111�'1'�1 . .. Ig 7 9 �,f l NOTE: I F THIS MICROFILMED „-----..-��_- F DRAWING IS LESS CLEAR THAN THIS NOTICE, Ii IS DUE TOani OZ 61 91 LI 9I I 01 - --__ v P# QUALITY OF THE ORIGINAL -�•- 1 9 E lw 7 rkAWIN,. 1)E 62 82 It 92 n2 02 E2 22 12 51 bl EI 21 I �{ b 2 ;1111RHIRIIIuHlnnlNlllnnl vIIRuIHUl11111111111111111nlltul';nIIImLINI1111I11111111111111111111111111111►IIIIIIIIIIIIIIIIIIIIIII�IIUIIIIIIIIlIi11tIIIII11iI11IIIIlU1111lIIII1�III111111�i1111W1�IlU�U1111111II111I111111111II11111W�N1��1111�111111111�1IT111�111fI1111fIW�11H APRIL x. 991 J 1 . ,�. _ .". - �` � 'a ..r,-.,.h�'� CNV: �� ,'c SEE GRADING PLAN SHEET C1 .3 -- -..A---- -- - Una we SAM �Irwl o w►ia ��wlrpll �allrbBS/ 0 V NEW CURB CU M , .R I•- p 1. - -- E savor t Ptau� LOCUST R nD 4 _ � �,, � _ fn l IM1MV , 1 1.. p� � , � - '3 Y'I'C�CK YLVO y� W w wvs �+r wroMr ii - co 11..11A/ U IK�d W — C -� N 88 30 00 E _ 427.78' -- _ W E AV N I r v►v K rr •r 4 ' I p -T2 — -N -- - - -- —- - , � -- �-- Z N I 7.98' �- 1, 11r I °I VERIFY l� / wvs ` , c,+ R 1n1 a N� 1 -- -- 0 rr 104. •� f.Y Z L Z Va N U Jo 1421 SPA ES @ 8 '-0" = 336 '-0" t-- t wiwe no Z 0 4 ZWp 1 LF i7TIli -_- _ Z c31 SPACES @ e'-Q„ e8'-�'; c s 0rA a r Q l3�) SPA-ES @ 9'-0" = 315'-0" = 24 '-0"% �o s. ;Ir ✓ tl� \ OfHalll w VO ��rn 1 I , . 1 -- so so 1 IndustrW Palms �� c 3 la 1 1 r rr �1 On coIn Center ers �' LW%XAn •' W Z* - = 36'-o„ I �= (1� ---"__—___-- � 14 K i 1 • h• ukw = p o N PROJECT SITE ♦ ,S ''""""''°"" a �_ - - - I t 4 �PACt cr c��a _. 1 1111I I ITI I I s! _ 1 9 3a 0 3 - - TICIANO J No CIO a 48.81' 9EE LOCATION +�/ Gov ✓ \� I MAP Oron 1. I- r c 1. � 00940 p 7 4 is t;61 SPFl�FS @ 91-0- -324 ' 0" 1 �� I. I1:-0. - ( S 85.18 E� it [_ _� ---- cmiLbe no G I- 01 R ` I . . . . �rN Irl L. D 9 T — I - t 51 s F'A T Ia ��Li r —1 Ivu % '10� O --- 1 - n ' - �_ t - / U z �rw�r'^1 _ • �DO• Q►pQt'1 City i ILI illI Oregon o $ . I s . . .�. m g l Ind. hAI �' roti _'�_ cc 1 rJ Lu I I a 8 I ITSEX I ST I NG L I NC, OL_ N �,I � I'll -, � . . N I __1 VERIFY BU I l_ D I NO I � � m ; -..-• �°- -�---� II_.-••� ,t, k, . 2D n • �`� � THREE o a I„ MI6':.o„ - fi" 'VICINITY MAP - � z (EXISTING) of �+ a 0 ----- --- I - " - `� North 0 _ - N363406E ' 10.00' —N804=E 1l�'�'~ 13 `o' _ 1 1 / l\` j� ' t 34.46.' 4 11 W \ _ T O a 'i-.l I ( I / d = � I �1 _ �I PORTLAND � I� E X I S T I G ► --- - -H- I 1 _�__._ _ -- _ LOCUST H n I �� L3" U I l__ D I N ; :,, 4 _ m ,� ;- L I N C O L N _ / / \ 1i 1 \ / I SA`✓INGS1 TWO LINCOLN L N - -- -- 6 I F 1 t.., ` o , _ '-I o� o �' o o I I O TOWER r (E X T� G) al N N N �,t''' W N i H I 1 I " 11 " 11 11 8 I h ONE LINCOLN 3 N 81 At o of o o cr I 1 I cr Q 4. TTU 8 24 33 22 E -- -- w _ - el' a, a o w z 1 _ 75.35' � I g 1 m F/ 0 in to cn I I - / R 00 ga 18 E $ I 5 w w W til °D 1 s Q cc I I 23.80' \ . 1 a a a a N N to N N n 6 w i N N f'1 ry d I I t / - - Z -- ' - -- m 1 I I s � t tt L I NCOL_ N ONE �� - N E __ _ - = -'� 5 r'II a z (EXISTING) t s 99 28 00 N 170.00' I INC N T E= R I ) � IR8, „ 1 I w 128' 72 '-C_' I LOCATION MAP lo-- a. 1 I 0� BLDG T GRID A-1 \ � g - -- I E X► c T I N " ' I I I _ S 89 , >+ ' 4 , 9 1 North 2 � 8 B �3 E�--,- I 1..E S 89 3D 0D N 144_588' _ I8 7 1 + 1N _ - �, — EX I ST I NC Pf� RK I NO 99 34 LIMITS OF WORK — F DIRK I NC Z STRT' UCJTURE � I DRAWNHY: __ _ _= STRUCTURES - -- 1W E X I S T I --- _.._ - --- B U I L_. D I N _ 1m I CHECKED BY: 1 i NEW PAVEMENT 1 IR 1 • • - • - - • . . - • - • • • ( NOTE : SEE ENLARGED PLAN REVISIONS: 18 I _. I _ _ FOR REMAINDER OF PAVING ) �� I 10 , L_!2,z=t 31 '• - -- -------- - N 89 34 11 E 445.00' i .0 ... �!?..�G�?' ll'uTldLL?1011llJll.., ,• , _,. _ -, _ _ T ,� KEYNOTES 0 II K ro i � E E= I -- -_ 1 . LIMITS OF WORK 2 . HALF STREET IMPROVEMENTS (SEE OFFSITE DRAWINGS ) t �jjf 3 . NEW LANDSCAPE ? SLAND �{ �I . EXISTING CURB TO REMAIN / SFEE(�EQ SITE PL S . NEW CURES SHEET C1 .2 6 . CURB/ ISLIND TO BE REMOVED (SHOWN DASHED ) S �TER SITE P �- AN 7 . FUTURE CURB CUT WITH EXTENSION LINCOLN STREET - 8 . PROPOSED HELIPORT LOCATION " I ' �°a.5g�:'."� ' MAC EN 1E)SA1T RESERVED 30 PARKING STALLS DISPLACED sHFE7 r 1 9 . CURB CUT TO BE CLOSED WHEN LINCOLN STREET EXTENDED 10 . NEW FIRE HYDRANT WET TAP INTO EXISTING SERVICES ALONG LINCOLN STREET C l 1\ 11 . PAR STATION TO BE REMOVED 12 . PAR STATION TO REMAIN 00 '�"p 13 . EXISTING TRANSFORMER TO REMAIN �0 r)F .. - tiePop - 109 W1, pp F•EF'Ih I•f" N0. taUPBgni i0q 1 �CJ 6 5 O t ry.,w• r ;,: ... 7.•-w. 1 1 1 1 1 11 t I 1 1 1 1 1 111 i . 1 I I I '� 1 I 111 111;11 111 1111'11 111 111 1111111 1111111 11111111111I,11111111�111111111 1111111{Iltlllr tllllltitllli�l 1111tItI1111111�IIlllllllltl111 IIIIIIIIIIIIII I I 1 � I I 1 I 1 I I � 1 I •.:• ,..'�s""'wlA�o.••e• .,, Ap 1 2 3 4 6 6 1 7 _ 9_ 9 I0 11 12 NOTE: 1F THIS MICRO[ItMED --` n DRAWING IS LESS CLEAR THAN THIS NOTU�, IT IS DUE 1(: THF QUALITY OF THE ORIGINAI. —__. __-- - ------ -- - — DRAWING. QE 6z e? cz 9z sz ez ez zz Iz 0z 61 _..L1 11 91 SI .I too c z1 11 01 6 9 1 9 G 0 E z look" _ y nilUNItN11nN1111161111tutLN1111NIuNIRuINNIuNhNIIIIIII111111111IIt11111111111111111{IIUIIIIIIIIIIIIIU{111111111I41111111IIIIII1111{IIIIINII{11111111111111IIIt1IIII�1111IIIlII1111{IIIIIIUIIU!llllllluNlunlunhulhulhllllNtlll'UIIuIl�lullllldlllllullhnlllWhul :, . . APRIL 11 1991 { 00& / ..i Remove All Buildings, Slabs, Foundations, Fencing And Trees (Except Those Noted To Remain) O U �; CO e'' ` I ►� w 4 r_ In a) W < L a L P II W (0 Wmo�I � l rn N , Lo I Q ► 3z� ' y �d` ' *� j � ! � ' •Lo � � �Ir� i' .�� O P.�C =K�„ T✓*�� c�nl N�'�J )J A ? �✓� � � o" im a`ter'. ie le-E:YI✓4 UF- gr-- .JJ F -- �� , v / f '; 'C I I o.��A ,.r�IL►-+ ,-{a.,uc --�' C- w ^14\T'L, • Lh u� Abd tity ' �'� �•y ' ' b- .�,'�' TWO LINCOLN CENTER I •�i oti'+° ��" i �.,� `,,,,�,,,,�-►•''� �� ,//,� i ( SOU T N) ' `, ' � / / A- •,.. 1��`-' J1r��T�• THf'i 4 CP 7 eV e ^ o LJ --- __E__ ,rte P L” � ' ' ti• I i � ( 1 �^ I I U " r I I "1 L.i.. LU ' - - L t ,,,:�_N. t/fiA,/r' ,,L�w ' , •• • • I • 1 , + '?., ,` • . • , ,�,� • ' _ .. h / ? j, , o W / 1 1 Y"- .. 4_1. 44' .... _ .. ..�... •r"' . , �•. I" •S?71 IG-c (P,T H O K•�..�' F''V `{ 0 I I 4 1 j• m ' '0" t ► *. i I 1 9 01h LINCOLN CENTER •, h o t 1 w r 0 .... —_. ._ —� , — r • _ �.w+ .._,.,.•r.v.. a.••-,..• — yr .r.w►_—M_ 1- w dL------------- __A•_ •^ 11 ^ i \ 1 .1 • a fly, a F\oh �7 1Z-1 IOW �( ( I ^ - 1 l 143 J t-- 1 ^ M ti, I I qpd t. r �i• +t 1 �, E / b �4 QQ o, j + • a \ 11 :a y, \ % `� T' V \eti j?' IL�q T„ •� 41, -- 00 ? fl 1` .., 'p I 1ti i 0 ��;; +... 1 , METAL• � . - •141- • w` ' _ ,,, a:'' w I � I 1 _ -- GARAGE cQ o.° ? i 9\ Uj g'emove All Buildings, SIalp j, - - �,a 'roundatidns Fencin AngF TreP§;',� - - - -- ; -• _„Of. 1. �•�q, ; dose Noted To Remain) I I ;-� � �.�” 4 T r�rt' ltN I I TH 15 ARBA -I �� I► T �- • - I \I \e^� �•e�^^� �\d�4 ..ANC��R'e NI; Z-7 1 a d"\ -_. � / '� •`e^ �� •?`'c. w , � �-�,`� �' a, .,, �• � ti� �o � t� I I I ;jn(E. �� N` • .t, -- L �^ I ', \ I I �L-+�} I T E~f'Z► G JIZ. a �1`J l7 '-.fes�� '�'� j 0 p'�� f�WE►t-) G +71 NAT� �° _.__,.. . .._. .__Jt✓WWT�F� 1�� ►oi ►.i / C �U�.PC DRAWN BY. �, WC)OD FAME RES. tL I \,p ed , I I 7 if.,�51 ►.J �Nv }�^� _ T •r`1 I NAZ�. _ + _ . _ _ ,_L { Q WOOD FRAME: RES` I � '~ - r (T ,�- // j h"'o�t.r-��, t�� Fc� GZrJIR✓ tt� `BHT GI, 1 (:NECKED BY: A4 ti t _ - "' �\ - __ � • aµt. .� ni ,�� ( 7J rQyyc� 1"pr�IAIIJ REVISIONS: ,,,,a .•4 + -- �•� _- . t J� � � rte_'-_^`�' W A R e1� I I I �, fac;5 �►•r � i c�'iPp�- o� �� INA.T1✓ � X�T orJ �-rj� K_ 12 13 WOOD FRAME ES. � I � , � r--S✓� r � T'` 1 �, c, cy a I • b I �, d / OP 44 r_- �11-.>T I r.I C r � rlAT►-f v oe°, •�a Ifl • � •�' f� ��.�.vh �e ` o I � �_3 � I ; L,Q� A •,o' ..— - _ � ` ► ` , .r' - f p , w P , - �1 {� �p \e•F ;. .-, _...,. .� I I t' - I�TIN `TI t,-I t`- r�Ul t�7 pU�t�l I r.JGf c:c�t ►�Trc-U G'T Ic�f-� - INNItNM1N III/INIrN111tIN1 NIM I I _._ — —I— -- — F2�5 _ _ -__ r— - _ _ _ —. _. ,_ 1 ox:.a�+ � ? -{'lit I ATS tea.. Lj r1�.1 r I�S TO CYC I`?�I�J� :ATF �T 1piNM�111N1/N1 1111111 — _ _ — — 1111111 T . ^ - y --� yo ES�,_T ` ,/, ,{ ` 1 _- J.YI .• -•xi ►_• • - — ..., T II d �/y'� '� \ \♦ L't.Q-`.Id �' \7"� .� I `..'\e '\�A \DT - _r'U�• a 4', _ _ �� /�T H F4,001," (��/ L-.•1`V SII' rV It C O \ ii, ylh hb/ lL / 1, eh •- - - - — '/'"r • °�17,�4, l5t' c ,. �/ t0 �, b -, -y4 -ti - - - - --��/ AI \ l e0 1 • - �c� S A �``J '•U PJ K� ----- -- • � I a/ .e ,Ati •e � E;t 0 4 r .__- � •. 5 - •y+.-- . -- --- ,rpt -- -- - - -- -- � � I RAfJ�a FcJR M f:•R. 'rc7 R�I"1A I•--•l . p - - - NIb bp T-1 r. .-. .'_ _ ,..- - • _, - _j —T. . —• ., - _- —. _ —_ 1 1) 1 I \ I I ' 1 1 �I/.• . �p '•KSE DRAWINGS ARE THE P01 P(ATv os \ 4 I l u1CKENUE'Y.ITD.a35(XIATEE "C `N MAC""MISARn 1 At Mum,P. MI ANG•AR Not TO of U•ED DR REMO + • — I 19.7,AIA•11•N,5 R11159D D11([D IN ANY MANNER EACI►T WITH TLIE �.��1 S APRP, P RF.Atl {E E T Z� T 2 • 1°� nr n� - C2. 1 DEMOLITION PLAN _ _ - P O L< w 1 3_b 7 CIr 286500 1"=30' _p" �� ,H NO North 0 P286500 F'ERM I T NO. FIUF8800()9 i 4 OF 88 w ......-..«.., ..,*w.--«+[+.w'..,,.r.w..—.,ai.w.+.a«w. w,Y ....a..f+�MMNn..w.a,.u..«....n.r....IrrW.wwn.r ._ •-�� , ��►111�IItIIIIII►!1111'I'IIIItIl11►Ir111111111111IIIIIIIII�IIItIilrlrfilll111I1�lllllll�rlllll/�II�III�l�lllll�lrlllllllllrlrll�llllll,lrlll�llltIII►I►111►Irl�0lllrlllllllll�l�Ilirtr'rlril>� .. I 2 3 4 _ _ 5 8 7 9 .. —� — . NOPE; IF THIS MICROFILMECI h DRAWING IS LESS CIc.AR WN y nils NOTICE, IT IS DUF TO -- --- -- -- k THF QUALITY OF THL ORIGINAL I •I•••" 4 DRAWING, 0E 62 92 12 92 S2 YZ E2 22 12 02 of 91 LI 91 SI EI 21 II 01 6 9 L 9 S E I III,INNhnJ,I„bN,L,.II►►►►I,,,,Inl►I:nIlnulnuh,,,lIN►I►,►Ih►ah►►,I►►NIniILNllunluulnuluuhnlluN�uuluullllllnnliuthuJ►Inlnnhlllhwbnllulllunlllululllulllppl1tU11llulnolNNlnl►hlnhluhtu�ulill'lu�l►ub�ulWllul►InnlunhWhm , APRIL 1. 1. 1991 � .�. f s I l2 GI,'1, ro� P�cF I� �j tD CIO OD CD IZ-a W — -_ LEGEND ... C-4= F- , GYN • `I,-; r - Keynote Symbol w < -- v Stall -- w y_ , <_.� Handicap Parking N (� IU o ✓ 8 ��' -- - �� ti ►� o f=l Catch Basin Z O k b W no ,�'' o prn oi ` I I Property Line Y $ I EZZ2Z,?-/= Cross Walk/Handicap Walk V Q 1 / I I { • �!! U) AC Paving SEE DETAIL C1.7 Proposed ,Property Line otS IY 4 3 � r—_ _.. _ � ` ` _ � NOTE: SITE DATA BASED ON THIS LINE ��-w - -. *......` " .... ,� I�• -•1 o - - , SITE DATA _ - CC \0o L - - ----- -- L _ - _ . _ Te *',�' Site Area N W - .. _ .1 Q --- - -_ — — -- -- --- - �p A - � 2 2 E f� 04 .0' - -te t, o00 w w ¢ F rr N 9 8 r — _. - Building Area o S 9 28 W 70 �'�� Parking Structure Total Z 1�, 5,�1 C 2,jq3 w i l j° L1H,= L-� _. v_ (�� °' �,rt I Landscape Area o �.�' To��. I � I a ' �, �_l Paved Area 145 421 S ca Uj 128 ' �. _ _. -- — PARKING DATA nn� 'D FK BBB 0 GRID R-1 (� f�11'1J1 a) Standard Stalls o mill r o Cy a Compact Stalls 89 f:rEZ- 4::>f- w Handicap Stalls a Ian � Total Parking Z m - • fj:l •4' ( 1� (D NOTE: PARKING STRUCTURE INCLUDED IN COUNT 6 I ~ �„� 4 lig S 00 30 E _ \ O TOTAL FOR LINCOLN IV LESS PARKING EASEMENTS FOR LINCOLN II y � ` O O w � I � Z � � � �� x � S 99 3D 00 W 14 4 .58 ' _ - r f1� gFJ-( �TRLJLTE L, 1� I 0 N III — z� 8 I. � , o vo _ I SCG f2,G� IZ.D� �•� = — ---- - -- rPf,�CfVCr �ThLC.�",JN .1 j --- -- �J �►J `•: `' n,�I G i IJ STI.l.`� I N �Ad�I�I N `:j P��C.T I 1 K-� G,TTu J 25 � � H 2. HL.F �•�w wat Tv ';i wt=+-. 25 1 `�. NLI..I �Ah�D`'xAP� r�1v �.�/��- = U I o �xI�T'� caJr ® o '1495 ToT^L_. _o �, r►�w I 4-0 r`r'"i �.�,.�,E•,..,.�,..,..N.9 4''11 �`' 44S .00 r�•.•�+ � N� �IL'��t.rA� C N1� — -- -- -- Q � '_� Ir, GUIzPyf NCS �• g UL v � N �� W NEW AG p,11,V1NIy- fs I"ATH SITE LAYOUT PLAN a -- 1 -30 -0 Co- Z4- F, North Ik- `•." -- -- �R M•C KENZIE+SAIT ✓ A MSgUGIAfES ' '`!.«� If 'a8r X11416 TS RESERVED l- IE F I WAV8" cE DR.wiwfl5 SRF IMf nnr'MEp•. . $AC AND♦RE NDS 11F USED On of"0. ►ROA"ITTENo AwS (rCEC1 nrtw•tHE py ♦rY. .y.eniy. E SSiOn Uv u 5• PE E C2. 2 OB NO 28ss�o-- P P286500 F'ERM T T NO. BUPe8Qi)C)9 OF as loop f 12 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I ► 111 I l l l l l l r l l l l l l l l l l 111 111 111 III 111 111 III 111111111111111 jllllllllll'Illlll11111�1111111 , �.+.....• I ( 2 - 3 4 5 6 7 _ _ 9 NOTE: IF THIS MICROFILMED DRAWING IS L''.SS CLEAR THAN y THIS NOTICE, IT IS DUE. TU3#4190�w. --_ -- THE QUALITY OF 'SHE ORIGINAL 9 1 DRAWING. Qt f,2 92 L2 92 S2 b7 E2 Z2 IZ 07 81 81 LI 91 SI bl EI 21 II 01 � • L S b C Z E►IlDnlnnlunlnnlnulun!nnlulllll11f111111111111u!nuhul�lnllu„�,IIIIIIIIIIIIIIIIIl11u11111Iunlnn!nNIuDIuuI1gllNulu11IH11lNnlnuluilllullUlllnulnu!nlllnlll111111111IIIILIUIIIIIIIIIIIIl111111111I11111111111ltl1�t11111uluulwllln111ulluullwhn+ APR11-4 1991 - _— i 21 " 1 ( 0 . 0 4 -- Li 1 - - - - - -- - - -- - � �„ l >> W w N r I `\ I `I' � I LU %19 - - -- _ I (�; / I N (.) '' Jac, z �IJL,�2G ,r G�tp.DIN(c+ a_ -- — - -- _ _ \ Q $ rn a Irl A6•�_I Folz Pt,.oZa '(D ;Iq \, I \ — CC �G Ir-��P G� a - _ 1 �' __ I r — — •� I i - T-, I // ,____�. \ I G � Cr `r°a p _ i I U �_ �.� i WCr I� \ o cc�� - 1 \ I N W — -i_ 1 0' I Y Z Q \ O LL In U5 Ll �---� _ \ - T) ►- Pp'-T 70 la W i ' ' -- - - I c A �a-t�l� pp,-r� i� 8 ;�� 5 to•21-at ____ _ --� - 1 U1 Z I Rh I r O qt W Ir 9 �� f✓ N4 'Iq -� 191 I I - } O Ln -y W Cn x T- -- E.. o -v � 0� �� I ESL � ;1��.�•x�l� '' � - -- — r✓!!o-�.EVGL. � � cs �� r�-� Q POINT I I 4, 10 CZ?4 v \\ `\ P 111 ca _�_jk1 IG'RJ Ra✓ � � � I — - — — — -__` — - LINGOLN Z- I \ -��2 t �l�L� I�! l I I -- - ,� 1 \\ F'A�ZK-ING'1 �"TRlJG�UF2 r --� \ / u�� IPh O Ir Q� - - G� — r- I � I � 6F 4) I F-N t� Existing Contour Ico New Contour (2p' 24 -61 f 109040 Existing Spot Elevation New Spot Elevation ■ Catch Basin /\ GRADING PLAN zI� �� - ---- 1"=30'-O" 110-7[:S — North 1 k:F_Ta.IrJl►JCq .•alert-I_ S�Ic ��zr�..r� Gw 'jrW �T tZZ,� u�r.11NC� "2 �XIGJYIf` �L G''_ •Cw= T/ c} =xI5TIr1Cv i �1 EFz. TO '2 �,4 3 E><Igrl►JCK P,0.1Z 5ipTION TU FZEMAIN —. ._.-_-- • - MC�C4UTDS tE B Pr LP,Ag. e7,b,-rioU ) no q'3 X✓ ,,,LPICQTS"ESEIII j l 1 'MESE O•AWINOS AAE !ME nI1CIPl Pir OF I- LINGO!-N 'T'>h l�le r NACRE.IN 5A1! sr.ti'�^•1 0 6 ASSOCIATES P C M !"1.�1. SAI AND A/1f NO!!O!E DSED OF%40 DUCEO INANI PlEliP ONOf WIA TME -_-_.— ... PPIOP WPIC TEN Pf RAIiSSION OF4 SA A ! '`(' IWO8E,6r /ly) c� c.F �.i•`,�',^ �� : ��-I.-7 I!il�c �L� I <> � � (� ;t�l_�� F : 1 E: T:S] FIt�A r>:l�-- 1 _ I z,v' Ca G .3 i. !roPL.AGF-M4rl`�. 1 RP REAVES I �_.._ 0[1 !I .� IWE9ttM P286500 PERMIT NO. 8UP880 0 r.' G 1.3 `�1-� 1"- ;2,0:- ice° y 0 F- 1 1 111 111 III 1111111 11! 111 111 111 III 111 E1! t(1 11111)1 111111111111111 1111111 IIIIIIr IIIIIIII11111�1 11!IIII�IIII111 II!IIItI!1!I111 II!IIIII1111111 tlll!I!Illlltll 111111!I!IIIIEI �s�,.....-, 4 _-5 �.. — a 9 NOTE: IF THIS MICROFILMED -------- i4 DNAWING IS LESS CLEAR THAN THIS NOTICE. 1T IS DUE TO THF QUALITY OF THE ORIGINAL - - -- -- ----- -V "•`"' DRAWING. AE 62 t3Z lz tI2 Si? 0Z EZ 2i Iz 02 61 BI I1 91 51 Irl EI 81 II 01 6 0 L 9 S 4 E z 1 ,0111111111loll!H111H1loll 1!0101111#11111111111111111111111111111111E111E11111111111111111111111III I1oil!t111111111111,:.11111111111111111111111111111011111"111x1111111111111111111111 11111111111111110 4 APRIL 11 ,1 1991 NOTE: ADDITIONAL FM HYDRANT LOCATED s I I — ! ON LINCOLN SNEET SEE SWET C 1 A I ---- I 00 FOL I� Q THRUST _ I , W L ,Tel .J L . �v at- H O Lr) � •�1��, �, ,.5 .��1• � _ _ m I I G2�' +itc5.1 �I U d , 7, Od LY S r i T/-fif P q5.o l r � to . .. • -- (I G. 3 •.••''C `•--» `I,L,°% I I °I 1 1 /� C7 r •--......,NN�...I• �_-( N •� .1O • — I I_��`- e — '--- — -- - - - •1 I W Z Q cc- -- - — t. -- -_ Z IY G��t 1r��;rlvM k �' • Iq N W O --�^-- — txJlJ�t� l -TOf� I I1 `1- - - � Z cc Se � O j4 as#14r' c_If.-Tr= vw,•,;� _I l` I �� T/dam 11 ,0 - w 1N ark.r•►Y �/p1.1L1• l e I G I 'E Z \ •f 2 6,11 SIM I � Z d�suT e\o� R(adf7 ER •B ulur L- \ T� c•�sorgMua.� va��Il# � I ,zlr1_111-•6o �--- 8"FLq % MJ ( ITAJ VA A.LL ISI OR-K. ;>O W 4 II`1 F`>I' N ,rc� \ \� VAI-•vL 1'.� FIRS �R '( Corrrc�G 2 \ l9 .28 ' F 0 r,-DG T GRID A-1 — _LE_ _117 ° ,,^� - c_z, ��,► �1� I Legend ° FII �/i�.�JL"~' �IP.C�rzA.r✓1 �- - - GI.4/ N o T E : ALL D c'S IR � •�.EE.�.f•�E�•E�� ■�r�T�E�EE�EE�E.�• � KIr• ••��. °;_ --- - W sTwExisting Storm Line ��T* L � N aTM New Storm Line O ISaCKIAQ 1-0 accwk WITH IN LANDsc.hF'E TAMC = I fl ISLAN p _1 - a N S t Li ,,� 1 I a-- — -- Existing Sanitary Line Z � I 1 Z� ..•,' I Now Sanitary Line o 0_ ------uw•----- — Existing Domestic Water Line �I M J(Gltr 1�•1 — • - • 40) � ; •.�■•�•ow•M New Domestic Water Line ------ I I •. I =6■ 11.FW �•�■ New Fire/Sprinkler Main — U � 1 �, �' •••••••, I I-►�,3 ---a Existing Cies Line I- 1 ' � •,•�•,• - -- , �----a ------ -- New Des Line 1 I - __T — _ �--� Existing "telephone Line 1 ••,. � O Exlsllnq O Now Manhole J,+•••• Q Existing O Now — Catch Basin 13; 1 U- {14 �,•.••• -- N �••• � Fire Hydrant •, Fire Department Connection ItsI ,� © C), —••+ - Cleanout ( - - ----' •,, a IE, IB7 ° o.s. � ••• ••• ' I �- Downspout I I • •••••• I RI NI I to 5 I C 61 % Q • • ° •• I78..5 IG 1'11'90 1 •. u y •••• �f \ = .10 ® BORING LOCATION FOR THIS INVESTIGATION, •••5jM 4t (21.5' )—INDICATES DEPTH TO AUGER REFUSAL • + la , I "I �N••h••b••••, �`� 0(49) S �� ^ B-13 v C2• �1'r I ,1 0 �9 1 11 BORING LOCATION FOR DAMES b MOORE 1985 INVESTIGATION p .. ...: (36.5"— INDICATES DEPTH TO AUGER REFUSAL T cot- ' --- B-5 ® BORING LOCATION FOR SHANNON b WILSON 1980 INVESTIGATION d I G 16. I (16.5' )— INDICATES DEPTH TO BASALT �j'r-- '_ a/r� IF'{1-� r �� •° - ■E1.E16E1•NEI.�M.■■■•■•• �.—_� Ilb.2o-c�T ----- -- ---- � HO N 1./) RaP1 l � t DR - - --aI4 _ - — I - -- 'cot-+5'f►zur,'f �Ta.N roartc -Tlc�. � cAT�•-► I � r� _ --- - - _ L ----- w��• -- I �l�i. Z —�— (� Uj —— Z60 .�..r-- �'��' ��7 —..�� 2 �i�l�✓IliLlc�'I �7�A1J 17A�O M�`�HpLG, ?Elt ATL I��GI.'1 pl•.! -----------------------•. � �...-------..----�-�,�----.----•---� 3 iZE.I-'10'd� �XI'�?I►ti��! 9T��'M LINIr # /ATGH Gica�ll.! ��iKFIL'_ ---+------ ---r--.��•-- -- siw�T� ML�z.�aE-rz � 4. 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Ex�� N4 M ANNvL.� If3. �-cMOvE �- IZEIrOE�ATE E �IST-il.11r cAT-GN �RjitJ • , �'" C 2Er�t>�E E►cIyEIN4 �T��-I Ix�sl�l �r nq� --- Zo. p>•c> K ZEo -O' G'L,+r^P OF: r^ �JC� •:T•RI.IG.TLJRC M.r.KLLHIGH SRESER ED FS �°1C E l RIGN15 A ASS C1 ul.1pe;Z �RE>�NV WA'ET(L 'ST/d�Ck G-IE3/ r.. .�—. __li'�� -� __'I'aPv� -rly� �L G�PF►• I V F 11�L E UMr� � =-vE cSEE o ONR..wNi,N4MS H."q.EE q I-EE,CP[Aa .' t�q', / t 4 .., o..sgOC.Es • SA w0♦QNOO•EUSEDun 22. CAFLACsTlNCA STORMRM LIN� HEPF- $ 7 Slfc-rION [ vRii:RwRlTfNofgMcSiON ,ru , t 23. LA'rLl�,l- �R rE�x�l= r>��,N I�. •, .� ,, ..�.__ Lax Fot .�HLE' 5$5 555 v2 .4 ETS� �E •2� Kc5 ' P28�500 I�'E.F'NIIT NO. 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LINA_ _ _�-�_..___ - JOINT FILL EXP ° ° +IGy C i rP i JOINT I - ,' APRON SLOPE �+---- t EACH AeEA IS GF 25" y Trr� TAj3ULATED TOTAL, AREA Q I �"PLYWOOD OVER ' FACE OF BOLTS STANDARD COVER 14 L TEE PL11r,GED C'RDSS WYE PLUG OR CAP PLAN VIEW - - ,0 3 4 ' _ A FRAME 81 COVER NOTE LLD CENTER MARKING SHALL BE "W" IF USED FOR WATER SECTION Its, ti FACE OF CURB -- - -i' La<a' T I' T• 1 ° -- A f � -'nl BEND PLUGGED CROSS A2 . F'Ll1r;GED TEE STANDARD M H APRON SLOPE GRouT •- --- - eZ'-�' :o,o72s _ { THRUST BLOCKING DETAILS ° Rl'ntiS i2.O.0 LJCATED ON VERT. NOTES- FINISH SIDE OF MANP40LI, r:mT1r t-'C - - - - T- C ORAD[_ ° E. �M4..-A�`l \ 1.CONCUETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. WITHIN 2�" Of H16fIJPvCfG r`h PHt. vx ,. .: �.,. %.' :.�.,•:.I ..Yy.'S j 2 ' AI/2 COVER AIR) FLOOR P1-+D W^SIr�NC1ToN wl_�.TY io a -,ir',i' • �1_r� -`-- I 2. KEEP CONCRETE CLEAR OF JOINT AP7U ACCESSORIES. ,E4 UI ENSIUNS rl X 3. THE REQUIRED THRt;ST BEARING AREAS FO SPECIAL CONNECTIONS ARE a ;4 SECTION A-A 28 28 30 SHOWN ENCIRCLED ON THE PLAN'S; e.q. 1�5 INDICATES 15 SQUARE ^�-,�.�I G.• G+ /� FEET BEARING AREA REQUIRED. ° Z l� v ✓ I�ry SAR I NG- -�� (� C`' f I�+ I'GI/'� ��I�� _____ •i. IF NOT SHOWN ON PLANS REQUIRED BEARING' AREAS AT FITTING SHALL E \ \ --- OTE .' CONCRETE SHALL HAV'--' A ��rh BE AS INDICATED BELOW, ADJUSTED IF 'N-ECESSARY, TO CONFORM TO TH _ TEST' PRESS[JRE(S) AND ALLOWABLE SOIL BEARING STRESSES) STATED 4" CONCIII EXTENSION RING G - MIN. BREAKING STREN�3TH IN THE SPECIAL SPECIFICATIONS. , , • INSTALL. AS REQUIRED TO BRING OF 3000 P S I. AFTER 28 DAYS L l ^/n 36 BROOKS PRODUCTS METER BOX 5. BEARING AREAS AND SPECIAL BLOCKING E7ETAILS SHOWN ON PLANS TAKE ." DESIGN [ AO ER 6 FRAME TO ONE REQUIRED FOR EACH METER PRECEDENCE OVER. BEARING AREAS AND BLOCKING DETAILS SHOWN ON ° -` OR 1210RADE- MAx ! rlNas IA\A oR 12" MAX 1 _ F,_• _J THIS STANDARD DETAIL AR V� AREA OF THRUST BLOCKS T. � � ECCENTRIC MANHOLE TOP TEE WYE, 900 BEND TEE ° • SIDEWALK �+ `-- - -- -� - FITTI"JC ' ° /// o ISIZE •PLUG OF PLUGGED PLUGGED /�J� CURB S1ftCET SURF"ACE o ° S/B" Be 3/4" METER- 4 CAP CROSS ON RUN 4E BEND 22 BEND 111j BEND - 44 - �r�r^�• f . I A A2 `' _ I �E.[ -- -• --- o � �• o _" 4 1 0 1 4 1 9 4 1 O - == ,' `STANDARD 48' MANHOLE RISERS ' •� 5 2. 1 3.0 4. 3 3,0 1. 6 1.0 F ►i . .' - ,a -- 3 5 6 .4 2.9 1. 5 - - t 1. 4 NI?rlllltl' 1',. '1 1. TYPE C . 12 8. 5 12 .0 17.0 12.0 6.6 3.4 1.7 A- • � RAM- JOINT MATERIAL ^+� t -- - --- •► � I 10 5.9 B.4 11.6 9.4 4. 6 2.4 2 6 (I.C. x M J. rV. CURB .. �l_ WI-T H VALVE BOX -- 14 1.1. 5 15. 3 .0 6.3 .9 � E L DR �J d n r,*- \ ° EQUAL - ALT. GROUT (Tri I CO'�EFI 8 EX1 ENSIGN a ` 1 ,T R' 16 .0 -- -- { D 1 r+ 4 M • '✓4 F f Ht 1 _ _ 20 M AI'J -. - n a 1 - _ � n iP 19.0 .0 f3. 7,0 14.6 7. B TYP \ OF FORD 14 HRANCH LINE SE T TEF7 Q 12 '••ESE DIRNZI MMIf ANE •CE ALES C M - - - n1 _ 24 34.'048.0 but 0 0 6. e„ E #e MAX C�S +�I N , i+i;No2ARE No c\1 quo cN 4f.do. --.3 ANGLE METER KEY VALVE COMPRESSION X FOR USE WITH I%F?SLOPE I ♦ «I�., cE� VAN.MANNfI1 E"OVW'� 1"E \ _ METER THREADS FOR SINGLE SERVICE -FOR DOUBLE SERVICE I _ QppQ00yyyy1Ut - ° , --I....._.. _.�' �IYOII,r1U11 CN Except SA NOTE t �_. • �l lI .. ...,, , ��.,,> . -- DOUBLE SERVICE , IP X METER THREADS - -_-_ __ t C_-- ---r _ - - P ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s. i. ANT) AN ' l ALLOWABLE SOIL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. _ - P RATION STOP WITH AW WA TAPER THREPD \� �= INLET0 AND l'CSTOP WITH SIPN FIT TING OUTLET - I FOR \c�•. `_L RES AND SOIL, ° ' • SHEET TO COMPUTE BEARING AREAS FOR DI FERE NT TEST PRESSURES DOUBL-E SFRVICE 3/4 FOR SINGLE SFRVICE ?� TYPE 'IK " CAPPER SERVICE- BEARING STRESSES USE THE FOLLOWING EQUATIONt BEARING AREA = �--- � E , � E . • 6"WINc. / 6"QOMPACTED GRAY, e e e • o•- / :> cJ A4J x FLG. TEE �J �Z IN FOR DOUBLE SERVICE d (TEST PPESSUPE�15(11 X (1t1O0/SOIL BEARING STRESS) x (TABLE �'ALtIE) . o , •� �� 7�:' � �i�� FOR SINGLE SERVICE 3/4--0 AT `� ) 90% COMPACt:ON NOTES \ CONCRETE / 6" X IO'MJ HOLDING SPOOL OR �' 1 + I POURED CONCRETE BASE 5 SACK ISIX, 2500 WS AT 29 DAYS + rJr.` • BLOCK --� FIFLD MEASURE. ' '_- 22-Dol N: y --_ 2 FORM E,o00VED INVERT AND MAKE St1RIMCE SMOCITH TND DIRECT FLOW, C8. 1 IAII.1 4 CU FT. CRIJSHFD ROCK AVl,ILl.EII E' FRAM PACIFIC WATER MAIN li I I� t, AROUND BASE FOR DRAINAGF WORKS SUPPLY q 0 Z. PORTLAND, OREGON � � � �" �' ��.. NO ICIf`•1�- D�TAII.._� cIE 2841500 �} r- �' T 1 I"11�IJ `--- c R r I I I ,-��1 l S .. - - - _ - - -- - P286500 PERMIT NCI. BUE'88C1i)(j9 1880E DATE 10- 23-87 -�-- 8 C1F' ESQ i I�IlilI�IIIr11tI111r111lllll'IIII111r111I1111111111111rIIIIIIEIitirt�ifil►IIItI1�11tI111�111I1) III;1111III111r11iIII111Il11111111111111111111111111111111111111�rIIrIIt11111111111111111111111. 2 1 3 I4 ---_ 5_ s - 7 -11® s I� NOTE: I F TH IS M ICRO I LMED DRAWING IS LESS CLEAR THAN TMS NOTICE, ] IS DUE TO THF QUALITY OF THE ORIGINAL -- ----. OE 62 8Z !2 97 S2 OZ E2 ZZ 1? OZ 61 BI LI 91 51 bl 1 f.l 21 11 01 111111111I111l1111�1111�1 �BIIIIIISIIIlilll�llIUIII)1lIIIUIIIW�IItI 4 DRAW 1N(�. f 1 d1111111111111111111111111111111111111111111111111N111111111111i11111U111,11111u41111uldII11111NI11EI�IIIIIIll,111011111111111111111111Iilllllllllllll�lifllttli. 111111111111111IdIIIIIIII,�IIIIIIIII�IIIIIIIAIUI W ' APRIL 11 1991 METALS .----— GENERAL NOTES: -�—`� 1. All metal decking in accordance with pertinent sections of "Steel Deck 1. The Contractor shall verify and confirm all dimensions. Notify the Institute Design Manual for Floor Decks and Roof Decks" by the Steel Engineer- of any discrepancies prior to start of work. Deck Institute (5OI), latest edition. Provide deck configurations J —� complying with SOI "Basic: Design Specification" of the gauge, depth 2. Contractor shall provide adequate shoring and bracing of all structural and width shown on the Structural Drawings. Steel for galvanized metal members during construction. deck units: Comply with ASTM A-446, Grade A. Miscellaneous steel shapes: Comply with ASTM A-36. Sheet metal accessories: Comply with 0 �✓ CLd ' ASTM A-526, commer,;ial quality, galvanized. Galvanizing: Comply with In CODE: ASTM A-525, i-9O. - a CL a 0 1. All work shall be in conformance with the requirements of the Uniform 2, Structural Steel: w Building Code, 1985 edition. a. All structural steel shall be detailed, fabricated and erected in � Z 2. Design Loads: accordance with AISC manual , eighth edition. W w a Roof _ 25 psf snow + drift b. All steel plates, flat bars, and structural sections shall be ASTM c U` cti Office psliveload + 20 psf partition A-36 unless noted. Exit, Core A-- rea Vln_l;Yy-� 100 psf 1 iveload ? 1 , cn Mechanical Floor �6 psf or weight of equipment c, A)1 pipe columns ASTM A-53, Type E, Grade B. Z }- P p N � � �� Seismic _ __ zone 2 Z Wind $Tl mph exposure B d. Tube sections ASTM A-500, 46 ksi, C)EY 0 1 w t r� e. All steel to have one shop coat or to be galvanized if noted. V♦ W� �,Lo � rnl INSPECIIONS: f . All welds with E70XX electrodes per AWS Standards by certified 1. All inspections shall be performed by an approved testing 1a fo, re- F C1 reinforcement placement, concrete place�;�� nt, welders, 1/4 fillet welds unless noted otherwise. � ��Q N assembled masonry panels, e P °'(~ subsurface soil preparation, steel bolting, welding, and pile driving. 9. All bolts shall be 3/4" diameter A325N, unless noted otherwise. Install high strength threaded fasteners in accordance with AISC 4 o ce O(L U`i "specifications for structural joints." FOUNDATION: h. A/E to receive shop driwings for review a minimum of one week prior 1. All foundation work shall comply with the recommendation and to fabrication. specification of the project report, entitled "Geotechnical investigation Lincoln Four Building and Parking Structure, S.W. 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 — W � U CL Moore Supplemental Report dated June 11, 1987. Z Q ¢ w W the Dames & pp W W a cc z 2. Pilo •s shall be structural steel driven to practical refusal in the wea,l,.�red basalt layer. Coordinate refusal criteria with geotechnical Y 2 a N and structural engineers. Steel pipe shall be a minimum of 9-5/8" Q Z O diameter x t • .^5" A36 steel or 9-r.'/8" diameter x t = .36" high LZI Q strength steel with a 50 ksi minimum yield stress. 3. Foundation design is based upon pile capacity of 100 tons. CONCRETE: ►�� 1. All concrete work shall comply with the requirements of ACI 301 specification for structural concrete for buildings. 2. Reinforcing Bars: Z a. All steel reinforcing to be ASTM A-615 Grade 60 unless specifically a 0 noted as Grade 40. All billet steel A-615 Grade 60 reinforcement Q to conform with the following requirements: (1) the actual yield W strength based on mill tests shall not exceed tte specified yield strength by more than 18,000 psi (retests shall not exceed this value by more than an additional 3,000 psi), and (2) the ratio of the actual ultimate tensile stress to the actual tensile yield 1.4 strength is not less than 1.25. Welding Steel Reinforcing: t Reinforcing steel supplier to verify percentages of carbon and Z m manganese and submit mill reports prior to fabrication. Weld reinforcing in accordance with UBC Standard 26-8 with special J Q a,tention to electrode, pre-heat and interpass temperature. Mill--t reports for Grade 60 bars shall be submitted to the structural Q engineer prior to placing concrete. ` O b. Steel Wire: Comply with ASTM A-8C. r.. Chairs: All chairs and bolsters to be plastic or plastic tipped. 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 CRSI 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 minimum of one week prior to fabrication fur 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. I_ap ail reinforcing w bars at splices as noted on drawings or use ,.able 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 concrete is cast in the member below the reinforcement.) d #3 1'-3" #4 11-811 #5 21-211 #6 21-711 #7 31-311 #8 41-3['1 #9 51-511 #10 61-1011 #11 8'-5" Development lengths of reinforcing bars to be in accordance with 1985 Uniform Building Code. Reinforcing Steel Protection Placement Minimum Cover Beam and column bars 1--1/21` Slab bars 3/4,I �1Z Wall bars: interior faces 3/4" exposed to weather 1-1/2" (#5 or smaller) 2" (#6 or larger) Bars in member cast against earth 3" • [)ATE Nov 30, 1981 At all wall openings, provide a minimum of two bars above, below DRAWN BY: and at sides. Use the same size as the principal wall reinforcing. Extend these bars a lap distance or a minimum of 2'-011 beyond the MV K opening. Use (2) #5 bars around all slab openingCH BY: and extend 21- CHECKED BY: 0" beyond opening. RCT TMA 3. Cast-in-Place Concrete: REVISIONS: a. Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings" ACI 305 "Recommended Practice for Hot Heather Con.reting" a Nov 30, 19 87 i ACI 306 "Recommended Practice for Cold Weather Concreting" issued for construction. ASTM C94 "Standard Specification for Ready Mixed Concrete" 11_ ,3 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 reports of each proposed mix for each type of the work of this Section. All concrete to be 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, and basement walls: f'c = MfNlI FJ4Nt4 AA96GCIATFB P• ' 11 � ]" minus 1". r I'dW ALL RIGNT9 RESERVED 3000 psi at 28 clays with 3 slump. lump tolerance plus THESE GNAWINOS APE THE PRGPEPTr OF Columns: Top of pile cap to base of fourth floor: f'c 6000 psi MACKECINkRa P401 T ASSOCIATES ES PC I at 2.8 days, 3" slump. Slump toleran e plus 1" in 1". SAI ANO ARE NGT TO BEUSEOOwPFPNo: OU IN ANY MANNER.ExCEPT W.Tyr_ .it 28 da Fourth floor to roof, beams, pile caps, and slabs: f'c ;.� WIIOR WRIT TEN PERMISSIGN OF U,RA days with 311 slump. Slump tolerances plus 1 - 4000 psi at 28 ay " f� minus 1". Slabs: � Slabs: Second and third floors. f 'c = 4250 psi at 28 days with p ° 3" slump. Slump tolerance plus 1 minus 1 ;� d. Cement: Standard brand of Portland Cement per ASTM C-150, Types I or II at contractor's option. Use only one manufacturer's standard nrand, type and grind throughout all work of a particular S1 . 1 type. _ 41 Pp�` e. Wager: Clean, potable, fresh, and d ffrom injurious amounts of oils, acids, alkalis, organic.. materials or other harmful a, OF Tsubstances. c'`y � / ' 1039 F �s Q� /I) r"r :,•• vE7 �0 f. Admixtures: (agents shall both be from the same manufacturer) JOB N0. . Air entraining agent: Per ASTM C-260. Water-reducing agent: Per O r� ASTM C-494, Type A, containing no calcium chloride or other i9 P 2 8 6 5 0 U accelerating or retarding agents. Fly ash prohibited. s4j `� \e`` 4 �hY IMt:flR`,ti' g. Aggregate: Comp y with ASTM C-33. Wfe rr'.I"II. I hli�, F,LIPE38" h. Floor Slab Hardener/)ust.proofer: At contractor's option. Ensure 9 OF Casa compatibility with final finishes. + - � i�► ItI tfI ItI it, Its 1ttl ,t, It, ,l, III ,1, i�, I(II III illlt>J1 ,1,1,l„IiIIlII,1,ill '�I�I�I,lill111ililt�iil�li��ilrlrlr�ll�lr,rlr,�lrlr�rlr�it��ttl+lt��t�l�l��l,l,lrl,,, 1 1 1 1 1 I f e e 10 3 --5 NOTE: IF tH FI r'IS 1CRO1 LMED �'�' L ..•.... - ..� 4 -- h DRAWING IS LESS CLEAR THAN THIS NOTiCE. 11 IS DILE TO ------ THE QUALITY OF Teo OP.IGINAI DRAWING. Olt 62 9Z 12 9Z 92 /Z EZ Zt. ZZ IZ OZ 6, BI , 91 SI t•1 EI Z4 iI 01 S E / L 9 S tr 1... Z I"•A d,,11,1tlNHIII,1lIHIIH„1,!„IHHIIHdINII 11,11tMl,IHiN!!NlIM�III/�IhNIiHHhNIIi,ul,ulll,Illnl►Incl,snluu�Il,IlliBhulhlu�,t1111t,1huIhNII,Iul,ntllullulduuhnlllntlltuWnhlulNRlnnhulhllil)tu��uhiulnulWlllltlbinlnultt�thlll ' AFRI' 1, 1.1 1991 IT 0 6 U) a: Qis I w LL, - N U► `t L 10 6 7 8 9 Q L. z i 0 2 3 4 5 w �' m G rn 204 '6 " ��Y) (n � > z•I 51011 1911 VP Cj U)d N - 25 C7 / \ 1911 81011 r , 0„ 20 , 0 „ S , 0 „ ,0„ 3 , mod Cra�� 13 , 0 „ 15 ' 0" 1o,0 „ 20,/.011 t_ 20 0 13- I /4M I I I I \ Zo < < I , I I 'U, 52.1 857.E _ 411 f W Z Z 4 n w / 1/16/8 IZ )til•, f^ I I I I I 0. J cc D ir 0 In F I T/FTG 190.00' LLC� ZZ w Q In \ \ l -1 ,- . I D ��> , I ty c3 O I _E31Ike ccj \ I �F, � o o I -._ i �o `� ! �� I _ _ - ---- -*v=7 - -- ----- O \ 4_ _g_ _ _�_ -g - -- - - - C - COLUMN - - 1 _ 1 0 - -- - a: D e. / -o 0 -- -- o l I O O I 10 4 I I O O 1 1 O O 1 1 O o o i I o 00CIII -----=--_---- ---= ----'---'-----f�+--nl-1'1II--O1-tI1 I-II•IIlIw-•II l1I t1-{1u1H1-II H1_I1th111_H-1--1.I 11_HI!i_IH11I_I1I._1Hl_IIl I_(IH I lI_III_!I ll I__Il I_lHI I_1I11H_-1I II1II I 1 b-11I 1HI I(I 1((I I I 1{IlI aII 1I;I-i//IIl1h1r-1n1-_11l�1--HI lI l_�hli-'1II-1N-1(-1I-I-I-N-)III-II-I-IUtI-1-I'III(1-I1II1I1I_-11-I1'a1-I1 II11I 1lII II11I iII II 1Il1IIiII1II i I1 111III�1I1-I(II1iI 1(I1 1 1 I IlI91II11II1I1IIIIII1II1I1II)611 N1 I1 l/1I-N1 1ii1-fIi_II_I-II-_I_II_-I1Il-1Ir 1111�1-111'11I1I11I1'1I---lIFIII{�I{II1GlI 3 KIIlI--llI I_I1I(111I{�_l-{--1-1I1lII- l(l{I[.'lr�-..l�I•I`l•'�-'•2lJJ.�•11�'0l--_II11-11.-11_II1_1-e1,1_.'1_-_1r11w 11+11.I M1'�1I11'11I1'/1 1'^1 I->1+I+_-I1r1w-11._I�_18\1l_Nl'►lTI•l 1L I„„NII11I1�11II_I-1-II1I1I.II1I_1-11I11I I_�i I 11II 1 1I1I 1�T fLLl./OUl111l1 /-ll -llI-Z Il !N / -r,'\/•/ 1 / TPC '� I I TPC199.00TPC 199.00'xC199.00' I / 1 \/> /\ �- TPC _]j9_9.00 TP 195.92' IN TPC 199.00TPC99_0TP 95.92' TP 195.92' TP 195.92' T/G8 190.00 t- 0 (MN7 �i O� •'I�F\�'� � � •-'.I�/� } N 1r n TP 195.92' Ip�In TP 94.83 1 1 'I I TP 187.17' m + oo' Ci ®R .1SI 5�J E z TPC 199. TPss.00' 1 I T/GB ELEVI 1 RO TP 195.92' 00' TYP. T/GELEV M O 201 . NUNLESS NOTED 00' W � TPC ;90:00' 152.1 RS5.1 It TV - 11"I_ cWT/GH ELEV GRIDS 3-1 7/GB ELEV 201.00'O 0/21/8 199.00 J � /0, ,T/,FTG 190.00' O - COLUMN tOz -_--- TPC 200.42 TPC TP 195.75' TPC 192.83' TP _ 859 . _--- z o, oTP 189.08' TPC 192.83' a .TP 200. TPC 192.93' 7P 189.08' TP 196.67TP 189.08' i'/FTG 190.00, ° ° _ 00 /0 O o TPc ISO.oa00 a l l 0 o a TP f96.1if INi O q q a 1 1 O 1Oq /Ge lso.00' > TP O O a 0 O - _ In 25 OO ` 'PC 190.00' �- O TP 185.83 �IST + qqIO 1 0 r ' ° IO 01O O T/GB ELEV o 0 0 COLUMN OH Jo 0 0 I ELEVATOR T/G9 ELIJ o, Q PI7 I I C / J 92.83; T/GB ELEV U O o D 197.42' 1 1 S?.1 RS9.1 T/UPPER GS CT 00' C3 201 LL1 tO 521 RS5.1/GB ELE, _T/GB ELEV ; i E]0D/ EE SHEET S2 .2 I T/GB ELEV 0 00 `SRADIUS POINT 201 .00 111 T/GB ELEV 1 O N In TPC 197.42' T/GB ELEV 201 .00' O1 UPC 190-00,ID 201 .00' 0TP 193.92 201 .00' T/LOWER GB __,,Ln 192.83' 52.1 RS9.1 74 TP 186.92' O a COLUMN 9 t/2o/0 0 . j 3 ------ --_ __p 10 T/GH ELEV I ELEV 0 ELEV 0 ELEVATOR H q q a 197.42' PIT 1 192.83' I I 190.58 to i I � Do a 0 �w O r,O a a � -° q o 0' TP 185.83' 1 o � _ - T/GB 90.0F/cy q �.O 0� 1 I • O aO I Og a q 0 O O O 1 193.25 a TP O so 0 COLUMN I I TPC 192.83'/1 1 T 192 189.08' TPC 190.58Tp 290.42' / _ / TPC 283' 1 1 ' wf \,,0 0 O TP 189.0e' TP 189.08' !_ TP196.67' TP 1e5.91O O TPC 2OO.L; T w TP 155.75' T/cB ELEV TPC_ Do,o� q�\ TYP./0 20).00' TP 181.17' 00S NOTEDUNLES �JT/GB ELEV T/GB ELEV OTHERWISE CL CGRIDS 3-7 T/GB ELEV 199.00' 201 .00' 190.00' mOA .00 TPC 199`00' TPG f99 TP 196.17' 1 1 1 I T 195.92' 11 1 1 IPC 8' I I TPC__190.so, TP18-7.17TPG 199.00' TP 186.41 'A.3 TPC 199TPC 199.00' TP 195.92' TP 187.08' TPC 199. 0' TV i95.00- TP 195.92' O DATE:TpC199.00' 92' 194.83' 592' O a 1 1 0 q q a a I I I I I DRAWN BY. 1 I r - -- -- - _ - � ------ O - - ------ a -------- CHECKED BYTMR/JY0o.d_V1�TGE_ PD x , J�RO a VJ T/FTG ELEV I4 - D TiGB ELEV - -- E. - . -- 190.00' l9o.Do' REVISIONS: C19 vOV.30, 1987 S2.1 1 52.1 R57.5 5 0/21/8PILE CAP TABLE 7 1/16/ DETAIL TYPE O IDREINFORCING ' OTTOM 1 /S8 . 1 3 ' -4 ( 4 ) PILE CAP PLAN AT 6O . C . 2/S8 . 1 3 0 - 3/S8 . 11 /8 #8 EACH WAY EQ .C] 3 4 10 ) " ( 13 ) #8 EACH WAY E0 . SPACED 4/S8 . 1 3 ' -7 True Plan 4 ' -0 " SEE DETAIL FOR REINFORCING S/S8 . M °.P jj ah North F Nor6/S8 . 1 � niG SPACE F 4 -8 ( 13 ) #8 EA17H WAY EO (141 r3 (LONG) ELI. SPACED 7S8 . 1 4 , _4 15) •9 (SHORT) EG. SPACED Pot.3 Ore"A SHEET 7 (1S) 010 (LONG) EG. SPACED 8/S8 H 4 3 �� (20) N8 (SHORT) EG. SPACED O 524ES9/S8 . 1 - (2 ) •10 (SHORT) EQ. SPACED EQ. 18/58 . 1 PR -2S (17) N10 (SHORT) EQ. PACED SEE DETAIL FOR REINFORCING 11 /S8 . 1 1308 4JOB NO. w180 DEGREE HOOKS NOT REQUIRED AT THESE BARS ONLY . P286500 1'•I(J. 8IJF8(30009 OF 88 NOTE: IF THIS MICROFILMED t)RAWING IS LESS CLEAR THAN THIS NOTICE. IT IS 0E To THF rriALTOF TEE ORIGIJAIE :jz - DRAW[W, Cz SI II OI Ot 62 92 12 9,7 rz foe E? zzAPRI14 1991 � _ 5 � - V C.� V) f v \\ S C0 •` w r� \ \ 5 \ \ iIJ o XN I ZtQ 4 I %% 60 , � (-) \ \ � 12 12- 261 1 1 .5 2 3 in Y � � I O \ - - - 28,0 1-1 - 9 ----- LaJ �a N 12 s ' 0 " ._ __ _ _ -- - --- _ _ -_ - B�.DG. CONNECTION �� BLDG. #2 O 1 _____- 1 �0 0 2G 0 _ 1.5 0 15 ' 0 "_ 13 ' O " .. - Scala 1/8" 1 'O� Qoa, 1 y. \\ \ • 13 ' 0 " i 5 ' 0 "-- _ 101011 20 ' 0 - -- -- - ---- _ _- _ _ .__ CC , \ \ J S2.2 RS9.2 I ( - mf�\ S 9 1/20/8 I C) \ S2.2 RS7.3 � I g A , � 52.2 RS5.2 7 T - \ I 8.2 CD \ of 1 12 TYPICAL H I 7 I I U 21 8 I - I PERIMETER COLUMNS 3 7 3•?/ I p 5 0/ / 7 1/16/87 I 8. SB.� PER I n� I �; LIJ 111 _` I 4�v 1 4 1 4 I 4 6� ---1- --, 41 7 EDGE OF SLAB . 1 , ]2 I 4 _ _ _ - �Q 8. \./�/ \ \\ / SB.� r---I- -, r 1 \4� r- - - i- - -� I I I I ----- - -- ---- _ - - �u� O" o \\ Q \\\ f\ / I I I I__ _ I I - - _..--- _ - --F----- _- - --- - _^7--F--- _--�_ ---I I �- OF COLUMN - - - ---- __ - -77-7-F- -- F - { I (4) tt8 i I 1 (4) #8 i 1 I (4) #e I I I 1 (4) 08 I I 20 1 I \ I I, I I - 1 I (4) tte 1 1 1 I I 1 1 1 L- L_ J L J e• I ID F \ \ L__ J L- I r-J { / / 16 i J I I-- I I I I / 00 W / I I I I I 1 1 1 1 / / 1 ?ry -� r 18 �( �� (4) #10 \ a� / X� 13 ... \ 13- - -- -� v� 13 \ \ \ CC .7 /X�. l \�4� _� >r..__ 13 I I 13 - r- \ i8.1� I .1% L� i I I / 131 ,1 --_j. j__ 58.1 I { l t ! / 19 S. \ \ I I I / / r \ M O o / (4) #8 1 1 I / 1 / r Lr \ \ 3. t° \ ♦ \\ ,�// / \ \ I�- -- (6) •10 �(4l #10 I tip` (4) #8 1` (4) -8 --- ,\ / \ (4) 010 \\ I I III III _ III j I j I 1 , / (41 #10 / / \\y\ - �"' L� / r 16 m 0 1 \ C r ��\ I III I I 1 1 1 1 / / r r S2.2 RS9.2 I I I I V, - I S o �1 _ ✓13� \ \ I I I I 9 1,/20/8 1 I I I / { - -----r / _ I Q �. - C .3 \ 58'Z 58.1 \ \ I I I I I I I 1 I I -- ---t. --- ------ ----- -- Ln - �° j� \�\ { I 1 1 1 21 \ I I / 2 = I ` .i _ r_! \ \ \"`gyp - BEYOND_ED 'E OF SLAB_ Z ll _ 52.2 RS5.2 / / I \\ \al--(2) a8 I I I I _ I I 1 I I I _- r-_•i -_; I \ 19 \ v I I ABOVE r--- -�L0 I I ,--?''� _ / 1 _ �_v \ \ BY SEPARRT PERMIT a I 1 I I 1 <22 I I C1 (4) tt10 ABOVE _ I / -r \ \ 5 0/21/87 \ \ \ \� III 1� I I \ 0 1 1 1 1 1 I 1: _ 1 ! (a1 tt1 \ \ 10\ d , _ -1 1S Co [t - -I--- r (4) #10-- T' 1 \� \ / oo /L-- � _J \ ` - {I { , r--- Ili_-- -t r---� -- , r--z- -1 ---i (4)ttlb BELOW 1 1 I (7) #Ib BEL 1w 1 1/8i Ir0 2 0 // 13 1 1 \� �� l .8. L .„ # I (4)#101 I I 1 (41#101 N - 3 / / ) 1 \ Lf1 . (s) 101 _ I- ^L_ 1 T-�>,\ --- - - _ --------------}v-t - -i -_ } _ - _ 13 A 10VE 1 1 1 13 RBQVE I -+ (4 /«1 a I o / .-' + PC cs) #10 I I j I I 1 Se. �L-- I I Se. I 13 I S� F'- r-- --� �� 10 10 �0 \ Z ^ �� _�LYj , 1 , 6 „I {-(3) #s• `"_-� L --- . I / o' 8• 8. 2� C16 �p� I 1 __ 6 --- L _ . __-__J -- -, \ I I S8. L---- -J L----- -- 1 d BELOW BELOW o I l- --- -1 '� ( 8' SIM - --- .7 - O.H. Q ___ \ M _ _J TT 20 S8. I I S8. I I N I I '3 7/8" Jo I _-_ _ 8-- � � � ] I I t, 0 __ 5 I I I I ... 13 I 4,6„ `�--- - � 2'--10" r--- -J $8. - I I T -L_ - - f- U 13 I r I .� { I '" 1 �.- , T/ LAB \♦ c. -:_ 1 I I I I I I -'� CC I -- '� il - - - -- - - I I 19 96' 1 ---- - o� r _ 1 (-S18-3 - -- 41 #lo S9. SIM.1 I , _J• -p N _. ----- 1I SB.I 11 { { r--1 L .- r� _ h'ACIUS POINT_ - I j 1 I II`.,(4) #10 1 1 - I � 1 1 I 4 II II (4) #l0 --- H RADIUS POINT L I (4) #10 I"T -(4) #10 \ , _ t - ----J 1 ILI .. I I I� O 1 I S:_.2 R.,7.1 12 --- III (BOTH GRADE BERMS) I I IAB. _'_L-. /J I 1 -1 _ _ - -� J_.-I. - I�- - \, 3 .._3. N U H 1 1 1 I 3. o III III ( (7) #In-- I I o 1 i I { 5 I , �; 1 1 •--C3_ 1) �► I \ .3 00 (n o N CO 1 1�►---- (4) #8 I I I S I I I I 1 m 3 -7 J 1 ) I I N H _ (6) #10 '�.\, © -- I `, I Q 1 I 13 „ ' I I - Ti 9iL oB'r I 13'6" � 15 Ln �. - - I I - J. 1 13 li + -- I I Ln / R3J �3' _ 1�I 48, - 1 I `�, `, ABavLII1I { I I - I I Bc�ow r .. S I I I r 13 L'. 3 . 3, �_ I I - ---- 1� J I I _ � \/ �/ I 1 I 1 / I I - BELOW I ISI I _ l - - r1 i2" -4-- 20� a a S8. 21 sIM. _ I I BEL _ I d (3) #S 1. � \ 24 M se. _-_ - -- S8. 1 J I I ABOVE 13 r- I IN T/SLAB I � --_ I .-_-, -� r L) ----, 13 --- 1 - -, AB bV r. 191 .0' 3 �� \ 1S OJ C3 �' ! p r - Ir- , r--� _ 17 r _ 1 1C• I S8.1 AB�VE I I 1 S8. I 13 I _-'T -(4) ''010 ( 1 Y�I f\ \ \ 11J 1� a� \ -� / - __ ' - .- I 1 I I -- 1 .l--- I I I 1 6 --- ,} -- -- -t- _ O „ I I I I 1 - r \ \J -J t r __ _ I I I 1 _ _ 1 1 - k- 1 \ 111 f- I -�_-- 23 S2.2 R�74 Ln - - - 3'10 �-+ 11 a- --� _ /� -(sl_oto �` _ _�. __ -___ + r - --1- -- I� 1 I "{ 1 \ 58.1 III r / i 7 1/16/8 m B / I �-- (41 tt8 / I \ i I I I I 1 'I"� I \1(41"10 1 n �, 1 l0 \(4)#110 BELOW 1 I (7l ttl¢ BELOWSr- c\ '(6)#101 I I (4)#10 / I I I I 1('! I 1 _ I I I"' r _ � >;2'0" \\(4) #10•- .t IO- 13 / I I i L--- _-T F--- -J I }-+_ -J L _��_�} i- -J cal #10 ABOVE t _- L----I i -J - I -1 -_ ___ \ r-- /r/ 19 r'° - O EYOND EOG OF SLRB j\ J __ - -Tr- -J -- -- L- _J 1 \ ' � 1 //� _ tK BY SEPAR E PERMIT _----- .E+ 1. \r * I 1 1 �-� I I 1 I 1 (6-SIM. 1 I \ __ r- -1- �J (4)T - � C16 1 1 I I 13 / r1 1 I I � ELEVATOR_ I I I I I � �•- __7�1 -L IrFCFCt� C13L- ---JNOTEI ! /\� 1\ 1 i SIM. I 1 \�O _ ,L , (21 #e I I �__ -I -- 1 I - II \\\ SIM1 , \\\\ /r��- Hyl #10 SEE S ET S2 . .� FOR \ ` / { i S8.1 i I 00 I I I I I 1 I { (;0o.H. I I \ \ \\\\ 16 �� / 1ST OOR FRAMING PLAN r \ �' v - / \ \\ ca \,•1, I 1 I I I I I 1 f-(4) #e I (4) #8 1 '� __(a) 110 ABOVE \� lb -1,/ / 1 `r--_-.- (6) #10 I ' ---(4) #10 I f'" (4) #8 1 I 1 I 10 I )\ \\\ ,�-----•(5) �1�BELaw \\\�--• /, � cr, r� 6'- rr // \, � /,/ I I I` I I I 13 1 I 13 _I - 13 I I \\�(2) #10 0, / ) #10 - / �^ 13 I 13 -I. 1.. - - / (4 13 1 -- �� 58.1 I 1 I I S8. 58.J I I X13 \/\, c �_-T.. - N / S 58.1 I 1 _ S8. / y I I i ABOVE BEL' I I S8. R.3 I i I I �� \ ) # 0- f./ �; I I I I \ (4 1 o c� N \ y, (4) #10 { I I I I I _ (4) #Io r��--�---•,l I- DATE-: 1 - OF COLUMN NG../ 30 196"1 III - r --I I--, I I I 1 (4) #8� I I I I (4) #8_ I \ - (n #8--, - R DRAWN BY: TT (4) #e- I I I (4l #8- I I { I (4) I I ` I 1 - - = =-=_- -_ - _- --- -- -- 4..,-_�._�-__= .� , L G--�C_UL_IJ T�FIN• A/6Z.ZA- r=oR cor�TlNLaAT�orJ o + U � 1- uJ LaJ.- / F- W N - r- _1 /^ 10 Z W / s 9 6 2 0 zo �I 1 �v/ / - — - —_ - - 2U4 ' 6 " -- - - --- - - - - - - �„ `r maw � I 1co ' 0 ' _ 1 0 I � , � ;, 2C ' L) " 20 ' 0 - --- -- --- �� - �Q � ' o ' 5 0 ' - - -- --- —- _ ds Lr a u� 13 > I y Ln 00 0 ft; _ - - -- \ `1c � ��J Ss, /tiff O �` q cl ) `� •--'G j ,`� �j 1) �I d \ L,o �y ( 1 ` O 0 Z 0'o N o O '� • / / I I T/SL,A Z01, DI. 00 I /TV P I I Za • I i S m ICA ;r Lu _ I - — _ _ I z In ao 61l 5z .a I 4p — - — - -� 13 1 I �� CID r o 114 - t _ I I� < C 1 ` . t + + 11 L - 00 z fill _j ;0 (91 ®r7 > E-4 C3 °�° — I I�-- _ � -- I I I o RROIUS POINT iv n Z. --� 0 1 1 I I .� / N FI-F-, O N I 198.aO 1 I T/AIN• -R, �U .00 I _.--_ - — I — L O LJl N N i 113.6 cL I / 1.« ' I (/�VAI3 / �� I r r - - Ln O O 7-� - � I I I ( __ � _---- - O �....J -- I I I I N N �' .� I _ —T- _ OD C3 CL 5 7) 10 / O -� J 13 f / `� WALL T IR TYFI(_Al► H,y.A.G. - I I J t A - - -- — -- .6 \ 111 I�7 WSJ✓ \\ 5 \ l I 1 Q � LA5 Zo1.oo I cl`� lc�, o TvPI�..AI to LX\ .� I -� t - - - - — ---- _ — - - - --- 1967 Nov 30, Ln MM MV KAN ROT TMR ti 4r0 011 5 a GUNC.R-E"T� 51_A� WI. 4• x WI.41967 © / WWM AT GE•1•�rr-.jz U� '.SLS -� Nov nstr �� G�til (G' GI'LUSI-It;O lowt►d forr construction KEY140TES 3•7j I. 5j1 4Vt4cre-,TG WITP4 (s rtCv t�l • g r I►-11.1+ s-m P• aiz c I.rr' \ N� r�o1l rl \ I CON-(fZC�L JOIN* il „ Zi fel 6 1 �aE PRG)-}I 1'EGTIJ(�aL ._ moo MA(rFN21frJAIt981 All MOWS q*5FnVR0 N ,". (�, �� r � —� II_ �IwG"l7 e!2� E�• �IVp �� CO L•�I-11 ,t � � rJ/A98bG�A*TB y r SLAB PLS _ _ rN*K CMAwr,rtSS AAI 1Ht MR� OA uo 4 Y II � � 01JClD IN(ANS MANNtA�fp.�Cyt w+4 1 IM�YIC7A11MO AIK NO Tt,iE trft0�Mf 6-4 IN 4�l-+0.6 `2) Fes• SVC- Ilk IDS SIG tL.lJf IN �i. °1 ++MTTtMn�Yr°IallorY,M x _ � I II o e g� r: P I MEN S I UI\I'�� 4 t 1� s�YOLt'T' q"�•. CUo h4 TRC'L GJoOI PT POe>5\e W% `SEE 2 �.� !;H E f T � q 171 GoN_ til Jo T _ OF 10. 0Ne_w T i✓ �.5(-o.1:5 To t5c Flo Urz6r--? P= Dt) A.64 Al rJST cG�L.�S �TrP. 2.2A ,- VII GR LJSN 60 GZCX K _ }--loV_IZ0NTAL. T5 7 x 4 R y.4. F::70fz v+/IIJPOW SUPPG'GtT t�tloltiW/ 6p ( W .4 4 a=C v 11 N S W -a IJ P PnRZT' tt �_ IC-oLlc �.SE 1� I �0WIT AF2C.�-11?'�TL1G2p�1�lAT� �AGT � ,' r-� OF 7Q L. -� JOB N0. • 14 R��'�`JC Ek►�Sf 1 NCs� `.�L-A.E� �!S R.E�u l R�C� .�b�t•.�90� q• , c a P286500 PERMIT NO. RLIPsB<Ifu',q 1.2 OF 99 1 c 'I�111111111'I'1'I'I'I'I'I'1'I'IIIIIII1111111I111lilt I11TIlI y rIlIfiIIIIIIIIt111III1I111111 IIIIIIIII111�111I1111111I1111111�1111111IIIIIIrll1111'Illlllltll!'IIIIIIIIIIIIIIIIIIIIIfltl�iylll 2 4 5 8 7 8 910 140TE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ` THIS NOTICE, IT IS DILE TO r THF QUALITY OF THF ORIGINAL DRAWING. OE aZ 92 L2 92 SZ IZ C2 ZZ 12 OZ al 91 LI 91 Sl 11p EI >I11 II QI a 9 4 9 b E Z Ia,•'r ntlln�IIUIInNIUNlrullnlllN1111N1IIN11111111t1111ullunlunRu1111vI<11111111IIIIIIIIII�IIUtllii�l+1111NIIl11tI1111�U111111�IIIIIIlU1I1111�81111nrrinulullhlullnilunllnllunhlullu111udu1111nIIIIIlI111111111�1111IIW�1111�UI�UIIILIII�UIIIUII�IIIIIIIII�IWII111 ;r„ " „ APRIL, 11 1991 _ - 151'0'► 2>e� O II I l0-,g it - I LUQ — 0. 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SIDE FR E OF BUILDING- -- - e'3' � I I I FACE OF COLUMN A BERM - � � -' � Z � N �CC N l O OUT I BM 204 BM 2C4 I BM 204 BM 205 BM 201 6 - -- 1 -_�•___Y / Z U cc Ln FACE OF CO UM•' A BEAM I I BM 204 Z .•- 6� I LTM 201 I i�M 202 I HM 203 J _-- -J 12X12D 12X24D ---- - 1?X24D _ -- ---- --- _ ` 12 X 12 D 12 X 12 D 1�X 1�U -----��---�------�- I� � W Z 1 1"2 X 12D _. .. - --- - - --- .. - - - rtT u; � W CID \ _ - x ,- -----�0 "-;i m ��••yy Z / 15 �.\ �� IN o co \ 14 I Ipp IINn �o Nd Nl 1LIDN � NI INv I I (., � \\f` \ .o O M o >I 1mN NI INN �IIIN � U1{ IINX c17 ='IIINX -IIINX I I INN �1� • (� Gi C) / I TYP. I I X N N I I N r a 4 u f v E x ` 6 lf) w �! I m N L0 u) I y It m N u ImN �I ( m N TY�UI I m N i (n N \��'p e 3. tY o / I I I I M N 13 \ /// �,' - I I I I ! I �; I ! I I \♦ / _.- _ _ - - - C . 3 �e.s. 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I I 3 r� II Eco. o. `�- t' - _ CLR . ! 1 I I a":a: 11 • - ----- - - - 20 l �S 11 3/4" _� I i 110'8 1/2 1 /4 " { 1 8 I \ '�� - -- _-- „ -- __ .1 �_ *I I \ CORNER OF SLAB A 1 2 � 11 BM 235 I) co Lo NI I m p 12X12D - (., p 118.3. = I I N v 1 r3M 237 '" N N M V U N N I e R 1 21 . v NI INv 00 I 0i NN I ul 1NN X -- P �I INN 19 NN I I INN o r�,I I I X III 18X120 I I l� � �, X � Co� - - - 8.3. -. - u1 0 o N c0 0o III c0 co _ ._ I�k'nn, 18 �l I I � � i I I m N °I s Cr 15 U I ImN I I m N -(/1� (m N -----C2 - - 1 2 = S3 co N Un N I - kv I ImN I (� m N 8.5. ! { 10 ;! I �� \_� / O m N ., , „ C) In N O O N In S3_' IlM r) I� I I 14 \ 17 '-' I I N I I D s 2 .� In O O M _ I 4 0 I 1,1 l I 1 : I I Ln 11 -3� `� I ( I I 9 CORNER OF Sl_RB 813 \ Ili 10 IW11_1' 0„ I �. I I I fD -- - B . 3 U m N I I co SIM. LO _ lS 0 __ 1 ( I ! o { I 21 5 „ I 21 ' 5 " 6 ., ! ! l N I I 1e 11 13 1 CLR �� I -- e'•3: I ! 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LINE OF o f !+(�� I I _ -.L J I _( L.J I 1, j I I I / o G -- - - - STRUCTURE m_, I I -�J 9.3. 13 I I -� ` I I N I I �/ I 28X28 TYPICAL r) V Q ABOVE I I : I I I I I� p I I N o �) N a NI I N �I I `� a ( IN ///La0 i1` AT GRID LINES 1 RND 10 ` r, r W Ix I M J `n rL _-__. - I I N v �°I ILL NN I I N N I N N c 1,I ! I N X I I I N N �� ao (D O \ n ) I INX r, I1 l l21: I'd 11 XUI I I � � "I I = ¢ ` ' ...QUI Imx .11N I ImN // L \H.3.' L� V/ \ UI I � `'• rel I I m (1 m N TYP. I I ,ti Kt o \ ` �'\ �•� ,�„-- c} N I 100 I ImN I 1 i m N i �� O u, ------ r\- IJ1 ?0- \` 15 TYP. �1 I�: 14 I 1 I i I 1 I I I I I i • / _� -_ - - - -- - _ -_------ Cb m - S �---- 1 1 m N (\j DATE: 8.3. U) \ �� .,So I I I I I / / �/ 6 W1\4 ?>o '� DRAWN BY: R � - `- ` - -- --- �-- -- - --- 6M 204 _ BM 204 BM'204 BM 7.05 BM 201KVB _ -_-_- BM 2C2 BM 203 BM 204 12X240 12X240 RM O LIt CHECKED BY: I 6 1B2X?_7D 12Y12D 12X120 12X120 FACE OF COLUMN A BE .-r --- 12X240 12X120 12X120 / O Ln FACE OF COLUMN A BERM- � 7 gyp' $Is 7 'p ' � 24X24 TYPICAL z �� OUTSIDE FRrE OF BUlI_DING � TMR/RC-f' a 4 UNLESS NOTED OTHERWISE-/ OUTSIDE FACE OF BUILDING e ,j: _ 8.3 REVISIONS: I 4 s 5 87 3 �o AS VISSUED9 FOR -'J e 3 r», 8`.3. C NSTRUCTION SEE DETAIL 2/S2.3 FOR SOUTH WING FRAMING lL 13 Keynotes 16 . iL4 @ IS-1/2" O.C . TOP REINFORCEMENT . 1 . 7" SLAB TYPICAL UNLESS NOTED OTHERWISE 2 . 7 1/2" SLRB THIS AREA ONLY . 3 . EDGE OF SLAB. 17 . #4 @ 11 " O.C . EAST/WEST A tta @ 15-1/2" O.C . 4 . CAMBER (C=) DENOTES BEAM CAMBER IN A SINGLE UNIFORM RADIUS. NORTH/SOUTH BOTTOM REINFORCEMENT . dN(,•I(ENXIE/SAffO k ASSOCII(TES.P.C. S . NOT USED. "It ® 1987,ALL RIOHIS RESEN40 Second Floor Framing Flan 18. a4 @ 15-1/2" O.C . BOTH WAYS BOTTOM REINFORCEMENT . �, LC,�, 1NESEDRAWINOSME1NCiRS04CAWERTY f J 6. (3) #4 A T CENTERLINE O F SLAB 1µK[ Z sero s Auoc�ATET aT THE r•� t' A►q ARE NOT TO BE 119 O'RPT W�RTFEIFRO PRIEDIN NTkw PFRES O%,EOF Y/9A TNF_ (4) #S - (2) TUE' AND (21 BOTTOM . 19 , n4 X 8 '--0" @ 14" 0•C . AT CANTILEVER SLAB. �y 16 - 8 1 /8 " = 1 ' 0 Scale 8. (2) �6 WITH STANDARD HOOK . EXTEND 8 '-0" INTO SLAB SHEET 9. BRICK ARCH - SEE DETAIL 20/RB .8 20. i2) #S AT EDGE OF SLAB . T'ru�� P I ar) � North Nor , rl NOTE : SEE SHEET S2 .9 FOR TYPICAL SLAB REINFORCEMENT, �L 10. HORIZONTAL T .S S . 4" X 4 ' X 1/4' FOR WINDOW SUPPORT . 21 . PROVIDE ANGLE 3" X 3" X 3/8" W/3/4' DIA . X G" NELSON V l!► FOR REMAINDER OF REINFORCEMENT . 11 . T .S. COLUMN 4" X 4" X 1/4" . IS 2 .4 WELD STUDS FOR HANDRAIL CONNECTIONS ALONG BALCONY, 12 . 7" SLAB W/#4 @ 12'41 D.C . TTOP AOBOTTTIOMANORWHSSJUTH SEE ARCHITECTURAL . 'c©r(i0lr G lN'. 1 3 . W8X 1 S ELEVATOR BEAM COORDINATE NATE WITH ELEVATOR CONTRACTOR . 22 . �� 13099 rD • of 3 C� 14 . #4 @ 7-1/2" O.C . TOP REINFORCEMENT . r) O31u.0m r JOB NO. ,LIS . ;4-1@ 1FR.oD.D.C . W/)�E�"�R OK jor1Nf TNF RCE ENT �X'FN175 � �. 19.1 P2�i6500 PERM 1 T NO. 8L IP880()i 19 14 or R8 - ,• ,,, ,, ,:� 1 I L I � I 1 L I I I I 1 1!iL I I I I 1 111 '1�I 1�1 �(lti �a'N►, Y 1 I I I I I I 1 1 1 1 1 1 1111111) 11111111111 11 �t11 1111111 111,111 111111► 111111 1111111 111 111 III III 111 III 111 11111 1 � 1 II 12 9 . h NOTE..: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE 70 THE QUAI-IrY OF THF ORI',INAI nl GI 41 EI �I 11 01 9 1 9-^S ► E DRAWING. 0E 6Z 82 LZ 92 S2 IO2 E12 ZZ I2 02 61 81 LI - ,n11nNINnIHniHulnulnN(Nn1NH111111111111p1111u(nubn111oLILTnI<n1111111111111111111111111111111ItIU1N11IlUllllilllllll1111�i111111111iN111111111111111111111�111111111111111i1111111111111�1111IIIIIInl111111h11111n1{mlllul�ll�ils�ltl�lltl�lul4uL►I►Ltlh►1►�►Illlut+ ,, ', , AAAA 11 1991 - , -_I I _ ii UN I � C]I w I CO 00 ':I I I '- P, r +.t� Q z M °i S3. M I I - SEE DETAIL 9/S8 .3 .3 FOR 4 5 6 �> 8 ( I REINFORCING AT PERIMETER /�♦ < f- 1 2 3 / 9 10 8.3 i BEAM AND SLAB N U .,ft Y,ZO I I Z 0 `J�' �p 204 ' 6 " -- --- -- I I I W (� �, Q o(n IC 125 , 0 „ 28'0" --- 119 __ i I II CD 125 1 9 28 0 - -- -- 10 7 3/4-"- 13 0 15 0 0 0 _ 20 0 _ 20 . U 20 0 20 0 20 0 1 5 0 1 -,0 1 3 0 1111 15/16 --- - 'Q () 04 (00 0 Od E r 11 14 ' 7 " 1 `} ' 7 " 5 " � BALCONY AT 3RD FLOOR a �a` ___T 3_ 2 . Scale I e o 1 /8 " _ 1 ' O Ln I 8.3. 3 a W 11 0 I �\ I 3 5 I I I I I W2Q X / 9.3. I .3. I I _ Q 0 o z a I I aB �2_ 3OUTSIDE FACE UF' BUILDING o in Wd•3• ' ' FACE OF COLUMN t BEAM .-� Z_ �d N 6.3. I 'A 1(C I I I I I I HM 3�5 BM 301IF U 5 O � � N Ln I 304 BM 304 BM 304 BM 304 6cr • I BM 301 BM 302 I SM 303 _ l�M _ _ _ - 12X24D 12X241) 12X12D 12X12U 12X120 12X120 12X120 1:'X240 12X240 uj D -___-� ------- -- co co _ -- ---� . -� - - - I I I I I I I I I I 1 `� \\\ B,3• Q ice, (�3. f/ // I I I I ( I I I I I I I 1 - --- -- -- CD w ., I I �♦ 0 ................ - . v co m LO .3." ...�3: z (h '��/.� �� L I I e I 1 1 W o I ! `,�\�� Del/ ,f ' M M 0 V O L I IL00 t,4)TYP.' 1 cc . I Ica 1 INo 1 INo CD0 N 11* 4 TYP.N Nit o M II 2 // I I �, N NI t () N \IIIMN 00 GN -ito �III (� N = Nl � lf'1N \III (hN I I I � r \` jA,�; o (V r. e.3: I 3`�// I I '� i i I I I " ~I I X I,'I I x III I X CD I I x ;;1 1 s v I I C� O �^ / mN �•u MCj u My uI IIN vI IooN vI IMN ��1 1 (n (.I 1 1 ? � 8} � s 1n ~ w Ln 73- 0N/ I I I I I I �I \\ O rl r l r1 r l r is\ m • I I I I I I I I I 8.3• '0 j j 2axiso �I 1 7 6e3. W Z BM 314 - - -_. 14 I I 1 0 18 w c� 24x311G t t 1 1 I I is - oo c`' I I I I I I Q I I (3 I I 11 (� BM 314 d Q. - o I I I I 13 w I I +0 BM 339 24X340 A i SII 0 � .,. L I I �+ I IBM 34.0 cfl .., ao N BM 306 1 I 4� •� ti •� ti t BM 36 0 3 30X340 30X280 30X340 ?_4X150 I 1 BM 307 I I �h bM 308 I I �+ 8M 309 �� BM 310 (� +' I t'L 24X340 1 �-____ -� . I I -_- ------ - ------ ----- ----- - - -- - -_ 30X340 1 30X24D 3OX340 �b 24_X34_0_ �� L 24X24D ti 24X240 --- •7 24X240 '� r Q • - ---- -- - =- _r _ --1 ---- + - - ---- + ----- -- ��"""'• I t I �, -I t I L'- " '-I 1 7 BEAM O C ----1 r-----L---- C 1 3/8� --_ -1 -t -- - I ------ t 1 --- I I I ( 813. ca I °�! I I 9 ' � '�_.. I ( I 11 '9 " I I 1 \� ~CORNER OF SLAB' f- �� (1)N I t M N •C I I I� I s �y Ln g -6 " 11 1T - 1 1 I I C�.. 10 ., - I 1 s (s I I r(r _ 1i ' 1 I _ c� ., u` I I I I I i 8 r. Z E-+--1 r, 1 I ® - I I x 3. N j e.3. H:3. -t X - 1 1 1 I lm I I I 1 / ' 0 '' i I I I I is I I [-I CJ - S N 13 '0 1/4" ao , „ 1 6 - 1 ' E, " 3 r1 m "I { ( 6.3. • .- -.--. ._ _ _ I I / „1 I CLR. 1 / Oll H . _ _ 1 1 3, 4 -� _ ___ ,a „ 1 BALCONY AT 3RD I I -' f- -_-- - ( 1018 1/4 8 '2 1 2 �� FLOOR SEE 1/S2.5 1 ' "- - t 1 t I - I I I I & I I I CLR. 1 1 1 3/4 �I I S t I .� -lQ BRI-LOORNSEE T13S2.S I 8) BM 335 _ I 1 I t 17 I✓ I I I E -J -- _ (r o \) I _ of CORNER OF SLAB 'OD - - - t� o WI IF NI I („ O 12X120 9.3. NIT 1 IN v (II I0 0 v r3. a ., a \I Ir� N �I 1 (1TN NI IMN WI IN •r o Wl IMN 1 BM 337 MN U1 ImN (SMI A o N co r' N u' Is -- \I I IN N 1 I I X I I 18X120 I I x x�_"1 B.3., 1� X III I X I II I I I 3� II 1 1 1 x m X 15 M I I I I m N 1 I I s a Cn N In N }' 10oN `'I ION u I (nN �' uI ImN II Fv III ImN rn 3' N O O O (V -( -- c,1 r-, I I I 1 ---4 I I \ I I "1 ';n N I7 0.5 "I ( ( 1 to , I ! I I"' N 1 I q C 3RD FLOOR In W N In --- �C� I I t I I M I I I I ® I I NI I N \ T.. •3• CORNER OF SLAB -� o 0 ,3 Q • 12 g I I I I ., I I l i I I I I C., N cn " �� I I _�_ R ��-- -- 1 N 1 1 ' 6 "- I f1- I 1 , 6 ., ") ImN I I I I 21 ' 6 " - s LO L --- . f 19 ' -0 " . , . 191 7 �' 1 N I I 1 )"LTI I ICLR . 1s I I © p I I---- 21 � 6 �� I _ -II -_ 1 1-4 100 I I sI I yl� a I I I I N I I I S I I e.a. I I _. .---- 0 +� �� . . ,�� I I 4^' III - BEAM +tiI ti� ----- rc) I I �� II I t �� I c=1-3/a" I I CCI 8.3. 1 I C=1-3/8' '� _ ( Iti0 ------ I I I t- -- --Vi.••- t I 1------- •r------�11-------T'------3 -_ CORNER OF SLAB -- \ n �- ------ ------I ----r--- _ -------- -- _- - - --- --- _ -- ----_ -�_"--� _ -� � - --- - - - - 1 � - - B - -- -I- - - - _ _---- --�---- ---------- ------1------ ------ ----- _-.. - - _ -1�-�- -��--a- + C0 ( r-- -_- rBM 307 30X340 I BM 308 I I BM 309 I I BM 310 I I I BMI311 I BM 312 I t 30X340 I TT BM 313 3OX34D BM 306 00 CC Z \, BM 306 1 ( 30 340 1 I I 24X340 24X24D I 1 24X240 I I 24X240 I 24X340 III „ I 613 I S CO 30X240 I I ( I 16 _ 9 2- ei1 30X280 9 q L Q BM 314 24X I S0 BM 314 o .-. BM 314 -- -- III _._.I I I I I I r� 1 1 (� I I 6 8 „ 414 " 6 , 13 „ I I I d 1 1 I I 24x340 Co ., /' , �-- co z4 X 3 4 0 I _- 1 I I I I ,e 7 (7 14 I I I I ---L-� LJ L _1 I I I I l r = _--- \ I I I I I I L1 LJ 49 ` I I I I I I I I 1 I Iy 8'3' 1 1 I I I I / -28X28 TYPICAL .� O co b N o v r� m o / AT GRID LINES 1 AND 10 co.i'`v,` 1 t (Dc� 4 TYP. ' I Im , 1 loo ` I INo vl I iv1 I 4 TYP.\I I .ov I Ima / O r I �'I INo CO INS ,I INd •,I I (VK ., IN , a `1 , O \ I INN I �1I I ` N I I IMX \ mX Lf MN u () N bU (hN I ( X //Q l 813. to I X ., II �,t I l 1 1 1 x II I I I n II I I I X (-, N � � ('I ImN �I ImN uI Ia] N - �_ e �'I IroN I ImN I ImN I Im r- co o i �� I I I I I I 1 1 I I I I I I l I po \ I I I I I I I I I I I I I I 1 1 /,�� Ln Ln I I I I I I I I I I I I I I I - (� I I 1 N LO AN Iz 6 \\ L11 ., \ \ I I I I I I I I �.�.� I I I I // // 4 -, 9.3. a) 6 -^ DATE 00 A - - --- - - ---- -- - - DRAWN BY: - _ _ - --_- _ - -_� _ - ----- $- - - EM 301 302 BM 303 BM 304 BM 304 HM 304 BM 304 BM 305 BM 301 J PR/KVB -�"-- I 12X 120 12X 1;'D 12X 120 12X240 12X240 12X240 12X240 12X1..0 12X120 - (� a 24X24 TYPICAL FACE Or COLUMN b BERM U1 C�IECKED BY: z - 4 Ln 4 UNLESS NOTED OTHERWISE n.3, �-- OUTSIDE FACE OF BUILDING TMR/RCT 8.3. REVISIONS: s 3 NOV 30 1987 8.38.3 8 3, �o AS ISSUED FOR ONSTRUCTION 2v7_ 1 A i Keynotes 1 . 7" SLAB TYPICAL UNLESS NOTED OTHERWISE 3rd th r U 6th Floor Framing Plan Q A LLACKENZIE/BARO b A11RUP14, F 2. 7 1/2" SLAB THIS AREA ONLY , �� fj(� tae .ALL R1QRS RESEWAD `"'' `( THESE DRA/WINGSr.ARE THF PROP�".:�(OF/ -� 3. EDGE 0 F SLAB. .\�` �J+ A AW AR(,IOT TO BE`�U ORPREPMKO p I D DIN 161 1WINE•. f IEPT Mr T11E ' Scale o 1 /8 " _ 1 ' O -' 4. CAMBER (C=) DENOTES BEAM CAMBER IN A S I N.,LE UNIFORM RADIUS. A PRIOR WRITTEN PF'IMk'0 SH7N(TF M/YA S. NOT USED. h Tr,�.aL� I all 6. (3) #4 AT CENTERLINE OF SLAB SHEET Nor,t h Nort h SEE SHEET S2 . 9 FOR TYPICAL. SLAB F,,F I NFORCEMENT 7 . t4J a5 - (2J TOP AND (2l BOTTOM. a eon H1712 B. (2) #6 WITH STANDARD HOOK . EXTEND 8'-0" INTO SLAB C` OF 9. BRICK ARCH - SEE DETAIL 20/A8.8. S2 . 5 10. NOT Lilbec 1 �1 1 . NOT u'3�.0 `S��E�F 12. AT WEST END ONLY BM 315 26 X 2;D REFER TO BM 215 FOR REINFORCEMENT, ( � (AT FOURTH, FIFTH AND SIXTH FLOORS, BMS 415, 515 AND 615 '2b X 34D REFER TO W 13089 9 8 OF r BM 31S FOR REINFORCEMENT) . r 1 3 . W8X 15 ELEVATOR BEAM COORDINATE WITH ELEVATOR CONTRACTOR . b(„ /) 1 dr •, JOB N0. 'SAS V`CN PERMIT NCJ. E(UF©FJCIG�!�" 14 . AT WEST END ONLY BM 314 2A- X 4D RFFER TO BM 214 FOR REINFORCEMENT. 4A (RT FOURTH, FIFTH AND SIXTH FLOORS, BMS 414,514 AND 614 26 X 34D REFEk f0 r�'?lyy( 19'� � P18�500 BM 314 FOR REINFORCEMENT) 15 OF UR l'1�1�11111111�1111(1(I(11LIIII(111111Jill Ill II1Jill 11111111111tj11��11111111�111IIIII111111 111111t11ti1�1�111111111�1111111�,11111,1,1,11j1I,1,t,1,111(1,1,�'f111,11I11111,II1111111'1111111 NOTE: Ic THIS r.ICROFILMED "- '" DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS IN1E TO - .4 • THF. 9UAI-ITY OF THE ORIGINAL _ _ DRAWING. OE aZ 9Z LZ 9Z SZ b2 �Z ZZ I? bZ dl 91 LI 91 91 11 E'I Z'1 11 01- `. 9 4 9 S r E Z I"••'" r (r11llrnhu(Itn1111IdINIhminulnnlunlen�nllh(ulw(Ionllo�llntlH((IIIIIIIIIIIIIII�IIuI1Nllhn;l►n111ub1i111u11111.11111u1u111ni►Inlllnln(rbluluulnllllluhlnluuhndlw1111il111116u(I(u111u1hu1�mlluu iuluulunlwllun�l(111nu�IWln11 APRIL 11 1991�_w�_ . i 0 kn • , { r - O . L L,7 cl)Q a rhw W Y/ ~ 1 LL, LJA S3. W � yarn 10 z �.. • Z I- lo 0L Zia W cr l,J Q U 204 ' 6 " -- m - 5C IY of - 125 , 0„ 281011 1 , 9 v a ; 3 �� 1 1 9" 28'0" . --- - -- Q li l ( , J N 10 7 3� 4 13 0 1 S 0 _ 1 U 011 0_Q =0 U - - 20 ' 0 " 20 ' 0 " 20 ' 0 " ' 0" 5 ,0 „ _ 3�0 11 '1 15/16" u �o0 logo— od Ir r�1LU 14 '7 , ol 5 " 14 7 ._ S 3 E3.�. r � � o 9.3. I I 8.3. 1 I 4 0 c! 4 2 ;,i W .i ( � 4 I � 4 - 2 I 8.3." _OUTSIDE FACE OF BUILDING 0 I I 8.3. 8.3. 9.3.: m q m 9.3. I I FACE OF COLUMN t BERM I I BM 704 HM 705 BM 70104 BMI BM 704 BM 704 I Fi ` „ BM 701 BM 702 BM 703 � BM 704 12X240 - 12X240 I 12X120 12x12 C1 12X120 I 12X120 12X120 12X240 -- 12X241.) ,� W Z o /'��-- ------- -- --- — — - --— LO a rL--` LO %n / // 1 1 Iuj • � I ' I I I I I I I III I I ~� --- _ OD ` ` _ r I I ! I I ( I I I I I I \♦ e 11 I LO m ON //I I I ! I I I I I I I I M , / I I ( I I I I I I I \ > e. 3. ^� F-�-1 z (D �-+" ". I I I I I I : I I I I 1 1 ��\�`� f - M Cr r \ O (N \ //c,'' I IwC-) I loon : I lo ❑ I 1N ❑ = I IN Lno � ) Im ❑ \ J-A�, I d v (41iYf'. �I I 1" NI INa ml INa' ml Irr-- N tJl IrN 4 TYP.N 1 � N I / O O 813: ti I Ir I IIIc IIIr` IN x '^1IIrx `,'Ills CD nlllra ii1 Ira I Ixs \'` 2e r) w �^ // I Imc'v ,. coir ra fa (! UI ImN vl 1mN ul 1mN u1 1mN i im (v \;2� 6 -4 o - I I I I I ImN 1-4 I I I I I I I \ a r3 Ln 6 I I -4 — 7 // I I 1 I I I �1 I I _I .i _ I _I I I ♦\ -- --- ------ - —, C .3 e.3." I I I I 1BM 706 X3.3. I I I I 24X150 7 z m . , \ p — BM 71 a - - I I I I f 1�, � � I ( o I I i 1H I S I ,r I , I I ; 1 B M 714 I 7 , - \' e , o I I I I t3 OD cr_ \ � 2ax3aD I I 8:3.� CD I I I I �, a � 2ax3aD cD .. 11 c�1 . := 1 1 I I ti I o I I I I a © w I S I +ti BM -139 I � Iti+ I I BM 74o III o BM 706 I I I I I y . �' BM 709 +� bM 110 N I BM I I'La 24X340 I 1`� 30X34 _ - -_-1 �3OX28D_- _3OX34D_J / j a .. N 24X1SD I I I BM 707 1 I +� BM 708 I I ai a a --_ I I 30X240 30X340 I I�,`1' 24X34 ti 24X240 ti 4X240 �4x24Q -------- - - I �- -- U tf<D> -- - --- } z 30X340 _ ._ --- ----- - ---- ------ - --- ----- - - ��.�-r��'?�= - t ------r t ------ --I--- '� ------� - C . 1 - _—-1 I r _ - -_-- l — - -- - -- -� _ — 1 ( I lL I c.-'1-3 4' I L I BERM f--r-- I rC=1-3/8" I 1 a o I— N 1 I I I 1 ( I �. j _� - c� C� ( I �!al " I I CORNER OF SLAB .-r N in C0 6 " I I y ' 2„ I I I r e �. a I I 15 1 s I I v 1- 1-- 16 I I c"�, I �'3 c>C I I I ( z P4 h- -- - ;t I 10 J - u - e. N U 5 I I m CIO �'J_ 1 1 I 11 �N I 17 ' 0 " ; rc� I I_ z (� - I 13 1/4- a0 11 , , 1 6 -�+ 1 I 11 6 -r-1 1 - e. 11 3/4 l�, CLR. 1 1 I ( I I I 110 '8 1/4" 1 8 '2 1 2,.1 1 „ I I \ nj \ _ _ ____ _ I 1 2 3/4 8 I I I -- cT.R . 1 Z I 8 I I = ( 1 _ BM 335 - i I 1 9' I I rIo I I -----�-�---- Ir n ) IU ❑ Ln ❑ICORNER OF SLAB 0\0 - - Ivt ❑ CJI 1r v N my 12X120 N N � 1 Ir, r_i I 1e� �r I f,M 31 Icvv 11 ) Iry .. a1 eD A 8 �r u,1 I:' N '`I ( 19 I I wl Ir / 17 15 �I I I r cJ I I ( 1 I I` k I vl Ir- N (' x I 8 A O N r.. N r N IJ "" O cD oo e:3. C x u I I K I71 I I x „I I I x o.. a H x 1. o �,---,�� 4 I Ira m 1 3• c,D N O 3.1 2: n , I ImN I I cnnJ `"J e. 2 mNI Ln N I m N c,I I n� c c� _ �r �3 I K ��. n �� I ImN .r ( ImN I I t r1 '� I IM U71 I Ln aD ' Ln O O N Ln I a 1 ---s � I I I ' I I I I I �• = I 1 ._ .- t I I I 1 1 �I I I 1 1 '� I I NI T I N .,' el o I I .-. ('�J� 1 1 1 1 1 . .� III 1 '� 1 9 III •`) I r (•J • � I i i 1 1 211 CORNER OF SLAB .-•� Ln o 0 ti -lQ X" I `-_� I I I I I ! I I I I I I , :r oll I - . 3 1 -11 r U �_ U l ------ ------- 1 1 _ 11 I -L� - m I I „ 1 I „ 6 c� -- - � , _ , _ I S I � 1 1 1 1 6� ,g I I a) 11 21 E I I — 21 6 e.3. 1 6 ---- - I ` � 19 0 1y 0 _ I I d.� I_�_ _ I . � ,, 7 7 8 ' -0 " III 8 � -22 S I I ti I I a 1 I I +tia I I tia i tia I I +�`I' j j 8 BEAM oo N Ln I I°} III �I I I I �ti e:3. 1 j La rc� I I a+ a+ I I'�ti I c=1-3/a' ------� �> 8.3. 1 1 I Ir,v Za I I _ _______ I Iti _ ___ I I 1 __-_- --_ ___ �. CORNER OF SLAB OD J I LC=1-3 8" -- — — -- — _ —L— I _ -- --- - ---� I -r - - - =__ _ ------ ----- ----- ------ — — — --- -- -- --- . -T -r n �- I Q --+ --- - - - ---- -- --- ------ ----- 4- -� LJ ----L---= ------------ -_--- -�-fir - 1 , r / BM 711 BM 712 -1 I 30X'340 TT BM 713 3OX340 I \ BM 706 z / -----�` r- GBM 707 3OX340 1 I BM 708 1 I BM 709 1 1 BM 710 I — I2 1 I 24X340 I I 30X280 „ \ �0 34C 30X240 I I 24X340 1 1 24X24Q I I 24X240 O 1 24X�4U 1 1 1 I `� 'S -9 24X1�U , , LO � , U OD BM 706 �• 2 4 X I S D l 4 --- - - 1- -- - _� I I I I o ( I 1 e 1 i I I I :�-. I I - 2 M 71 a ...� e.a. N „ „ 1 I I IL 11 1 1 24X340 -+ Z C� .• 9M 714 - I I H.3. 1 1 1 1 I I �, I I 1 8 4 4 6 8 �, cc) 24X340 I I I I I I 1 1 ( 1 II 1 1 1 1 1 '_'0 cum r) I I I I I I _ —LJ L I L. L J e \ I I I I I 11 e.3.d I I /� --24X24 TYPICAL CO O LID qt / �'-- i\\ I I ( o I I N ❑ 17. N1 I v cJ 4 TYP.NI Imo I (Q, (,J AT GRID LINES 1 RND 10 M Se.3. � cnU N OD0 N o (J co m N ❑ I I ( I I I ., a O N 4 TYP. .-. a ( !N V ` In I I I N I I I rJ X N X �._ X N X / e+ .. X I „I I I x n III x ., x �, �Ul 1 r , / L ` r I I ' N \ ul 1 1 I I I r- NCD LL - QUI ImN UI ImN co ImN JI ImN I InN mN A 1m o a \ 00 o u{ o� r 11 qo \\ I I I I 1 1 1 1 I I 1 1 1 1 I I / - ... e.3. /� LID Ln r. 6 \ \ I I I I I I I I e.3 I I m ((- ) ti,ov. 3d Iq �� 3. --- - _— — ----— - -- — DRAWN BY. ----- ` ` ---------..-___� - -- ---- -" _ _ HM 701 - E3M 702 BM 703 I HM 704 BM 704 HM 104 BM 704 k3M 705 HM X01 / R 8 i 12 12x120 12x12[) 12XI20 12x2aD t2xzau ` O 12X24[) 1 2X240 1 2X 1 2U I �:1 2U - \Y -- FRCE= OF COLUMN b BEAM O � CHFCKEQ BY: Ln 4 4 UNLESS24X24TNOTEO OTHERWISE 4 \ YPICAL OUTSIDE FACE OF BUILDING , TMR/RCT '• REVISIONS: 3 1 NOV.30, 1987 9; 8 33 A01 AS ISSUED FOR �� Z,t-\ CONSTRUCTION L_-\ 13 A Keynotes i . 7" SLAB TYPICAL UNLESS NOTED OTHERWISE ® WMXEWM/WT0aA�a"rES,PC. 7th thru 12th Floor Framing Plan 2 . 7 1/2" SLAB THIS AREA ONLY . f� "E "`° �� `��''U 'r '1`- r►�SE nFu Pna►s�ry 0r Q 3 . EDGE OF SLAB . �/ � L� USW N' "6` — -- 4 . CAMBER (C-) DENOTES BERM CAMBER IN R SINGLE UNIFORM RADIUS . /'� 00I �T �Y�1E / ,/ / .. PRIOR M7tfTTFN PEIIYI4�ION Of W/8A Sca I e 1 , 8 1 0 S. N07 use. ( �rt_,I�' P I an 6N 6. (3) se # AT CENTERLINE OF SLAB ), SHLrT r t h SEE SHEET S2.9 FOR TYPICAL SLAB REINFORCEMENT 7 . (4) '5 - (2) TOP AND (2) BOTTOM. %, B. (2) M6 WITH STANDARD HOOK . EXTEND 8 '-0" INTO SLAB 9. W8 X 15 ELEVATOR BERM. COORDI14ATE WITH ELEVATOR CONTRACTOR S2 .6 Ca D, Nf t 13089 fs; ci OF 50 r' Ll' In V JOB NO. , — OAIC.ON P286500 PE.RNIT NO. OUPOSF�009 1.6 OF 88 r. 4td , .t .,..,. ..... �' • '1 II1`111 !II 1111111 II11111 1111111 1111111 1111111 t h ll�t Iltlt1'1 1111111•IItItltlll!!1) 1111111111t1f')1 (Itltltl1111111)EIt111111111FIF FI111loll 11111, II11 IIIIIIIItIlltllll,lltlltl) ..w..nr�+rl•.++ rte}_,. .ia« .. I�0 I I 1 2 _ --- 1 2 3 4 5- g 7 8 9 s)rE: IF THIS MICROFILMED L AWING IS LESS CLEAR 1HAN THIS N0T10E, 11 IS DUF TO TWF QUALITY OF TFE ORIGINAL -'— DRAWING,. OE az 9z L7 9? 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CL 24X240 I I 1 1 I I I I 1 1 T/SLAB -� I I I I 13 I I .o 1 7 mIF a- •-+ 7 T/SLAB 3S4 .3 3 ' 2" I I 1 I 1, -- --�_ -_ ----- _ ------ - --- .6 U. ---- - -- �\5 5.o o' t L L l - -- Z L I I 11 / O 6 �\ \ T/SLAB CD CD 9 \ 1 1 1 I , I ! ! ! I I ,�1 1 n NI I cl I I // TYPIChL @ GR;D LINE 10 \ O o o a LD cl m N �i I ��TYP. �I Io 11 0 1 I 8 .3. [� It (D d. N co a- C4N I 1 O a' m I 1 N cY \! !N a- N . Lrl `r' v / AU O \ r \ I ImN mN \ �yp mN 1 N In caN II N.. I I III x �I I lm ,� nI I ImN I I IN n! / -�' co I Icrx I „II I ,� � III I i� x -' II � � !; � N U � N �.�U � N I ISN ti' ///�� e.3. `-' -1- r a U U a L) I I I I I 11 4(,m 1 1 N I I N 1 1 N 1 --'O I I N M a\c. r Ln _- Cli --- N cc // __._.T Ln \\ \\ j 1 I I I I I I I // / // m A DATE: I�1 . I 11 L + - --- -� DRAWN 8Y: - RBO1 {- - R802 RB03 F R804 \ RB04 �- RB04 R804 RBOS JPA/KVB O- 12X24D 12X24D 12X17.D 12X12D 12X12D 12X12D 12X120 12X24D l-- 12X24D LAB 7/SLAB � \'� T/SLAB_�' _T/SLAB T,'SLHB T/SLAB - FACE OF COLUMN d BERM O � 131 CHECKED BY: FACE OF COLUMN d BEAM T/S - 4 355.00 ' 355 .00 ' 4 355 .00' 355.00 ' - c 4 355 .00 ' �-- - OUTSIDE FACE OF BUILDING .� TMR/RC • OUTSIDE FACE OF BUILDING - 35_ .00' 0�3_ RFVISIQNS: 3 - AS ISSUED NOV.30, 1987 RNS RUCTIONR - -- A ` Keynotes 1 . 7" SLAB T Y P I C A I_ UNLESS NOTED OTHERWISE YACX�NZIE/sero s Aseow7Es.P.C. Roof Framing Plan 2. 7 1/2." SLAB THIS AREA ONLY . ��AU /k HE Ioe7.ALL RIGHTS ARETHEfEI 3 . EDGE 1 0 F SLAB . `+! THESE olawlN ARE THE ATEPROPERTY OF °�i�AtpotaArE1� s - - 4 . CAMBER (C=) DENOTES BERM CAMBER IN H SINGLE= UNIFORM RADIUS . � wANr�a ON rlaE 8 // = 0 PRI WRrtiEN PEIIAMSMCM .1% Sca I e 1 S. NOT USED . M 6. (3) tt4 AT CENTERLINE OF SLAB I � SFIE:FT True P I an PJont h Nor't �1 SEE SHEET S/2 . o FOR TYPICAL SLAB REINFORCEMENT 7 . c4) #5 - (z) TOP Arlo (z) BOTTOM. �'+•- I+E�1, C(�� 8 . (2) #6 WITH STANDARD HOOK . EXTEND 8 '-0" INTO SLAB OF Vl\` 9 . 2_ '0" X 2 '6" ROOF SCUTTLE, PROVIDE (2.) #S AROUND OPENING, EXTEND 2'0" BEYOND OPENING V S2 . 7 10 . W8X1S ELEVATOR BEAM COORDINATE WITH ELEVATOR CONTRACTOR ��E`1PCFrA 11 . MECHANICAL DUCT OPENINGS, COORDINATE LOCATION WITH w?13099 �,�y MECHANICAL CONTRACTOR . PROVIDE (2) #S AROUND OPENING, r 10 OF 3 C EXTEND 2 '0" BEYOND OPENING 12. PROVIDE 4 1/2" CONCRETE SLAB W/tt4 @ 1 '0" O .C . EACH WRY AT CENTERLINE OF SLAB -�`~ '` �)� ,� y-' .108 N0. AT GRIDS B TO C AND 5 TO 9 .2 n PEr',MIT PdFJ. r!l_IF88!?�!!>? 13 . DIMENSION SHOWN IS FROM COLUMN BELOW. d� MERRI��P\� P2865C'C) 17 Clr- E38 ! 1 I!I 1 11 1'I I I 1 I I ( I 1 1{) I{1 1{1 I{1 1{: 1{1 III III �{1 ISI ({111{I I{I!I11 ({111{111111111 _. ` 11I11��II111EII111111,1,111111I111111111111111tilllltllllt>)1fillill11111111111 Ill 1 { III 1 1 I 1 I ! 1 I I I 1 1 ! ! I I ( I ( I ! NOTE: IF THIS MICROFILMED 7 9 9 10 DRAWING IS LESS CLEAR THAN / 7 THIS NOTICE. I1 IS DUE TO ------- -- - THF QUALITY OF THE ORIGINAL DRAWING,. OE !!2 9Z L2 92 SZ ►2 EZ 77 IZ OC 61 81 LI 91 51 rl �I 21 II 01 d 0 L 9 S � E Z 1L�•'.�-1`•" , dN11111111111111111u11Nn111HIIIUIIn1LNIIIIuI1iNblNblldlul�,IIIIUIIuNINul11111UI11uullullEuilI111111!IIIIIIIIIIIIIIIllunli{tllnlli1111nulln(blob{uIuEJInEIIUEIIIuhuIIEUIIE�uWullu►IIIIIIIIIIIIIIIIIIIIIIIul�tullllllllll�llEllE11�1111111ldu;u11H1 APRIL 11 1991 ,mlv .:.. ..._r_.._. ...._ .... r..• M-. J ra -. � Imoi[ t. :a.., + ...I 1 r.a'..'., m.x ✓✓,� ��:�Yy n 0 z L I d (n L + Uj 1. 0 -Uj o QZ F- I- o) N U Qu � bo Z0 � � � C? 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A-r O AT �nt�5 N � ,oT1�45E dT ,A`T �•'� 1 Q I`,lU rLUG7F-UPE+I,1 -T'L ATUCnF'1-IERE c z ��' �i GETnI L 52 e, FUS .��A-rr,I� rFv�M W \ CL DATE Nov 30. 196T -U DR�,wN BY - MM MV KAN 0 --_-__�.--- -------..- __ _----- - --- - �_ -- _.- _ -_—_ ----� — - _ -- _ - ---- CHECKED BY: RCT TMR (1EVISIONS Z Nov 30, 1997 -� 3 Issued for construction, i 5 I� 13 LEGEND ,, •- I I jet., 411 ------ .................................................. Gt�NO"T>:'S x P->R.o•I��[= FR�M� (5�. DC�f. 5 --- -...10___ '.c' �FALE of c.►4o,NNttr_.. ♦ � = l �e.5,!o � �e.S.ra KEYNOTES w zl x ~� I \114 �--, -_� I . 1 . AN(;Isl,l-::� 1 4XFJ 1000 PIA6 1 N5 la 4 ' 11 -- -✓`.- -� I�w\ , 2. ANGELES 14xFJ1000 BLU(;K1NIi AT MID-SPANS MACKENZIErSAITOE,ASSOCIATES PC J� 3. DOUBLE PURLINS AT RIDGE � '•I� _ � ED 4. 8" "Z'' GIRT WALL IppLAugIQNlsgESENv 7 \ tl, -0 5. ASC PACIFIC TYPE BR DECKING 22 GAUGE. 1 1/2" NESE DMWINOS ANE THE PgOPEq or * �r 6. 4 1/2" CONCRETE SLAB WITH 6 X 6 W1 .4 X AaA1040CKE RE NIT TO ofUUATES •E ,M A EAl ANO ANE N•)T TO SE USED ON T PRT 1 �j' I PACIFIWMTAT CE14TERFOF SLABK N 22 PROV IDES lA2C ( � A s✓ Q„CEO IN ANYM INNER E11Cf PT n.TH iNf `� �,'f/ Pf11p11 WgITtEN►l.M11�+ION Of YI SA E PENTHOUSE_ FRAMINGPLAN q' \ N W 14 � tZ � � DIA'. PUDDLE WELDS AT 1' -0" O.C.0.C. AT ALL H _-Z 14 7. /\ EDGES, FOUR WELDS PER SHEET TO INTERIOR SUPPORTS AAD AT EN • I , 7. COORDINATF REQUIRED OPENINGS WITH ELEVATOR MANUFACTURER N _ 1 /8" 1 �-n„ 8. 12 GAUGE GIRTS a NOTE; 9. 10. t le Plan % True Plan -- I. A-r .>! TE�IUrz w�� o►�n r. F� f"RWI�E NEUPR�N� 1112 True th North w la w � � - -- North North wA�-ISR aT 4•�.-I- �-��-�w �.��r_v,TIvNS. -� 1 . - Z 5 p�TA.II_ F_Utz ~{pILA� 51DINla C_OlvrtiF_.L ION S . 2.8 �� ►_ _ I p PRIIIF�t' i _ 'T' ✓PIL '.L. R-IX�F INCA .,1 N F �-` Vr I� 8.5 � OF �jo OB '" ( �' (%�.•;• JOB N0. RM ��.�� :T ,9,�`�°0.,�'� P286500 Ih T T NO. E+I_PF38��U((9 ELEVATOR PLATO -- IPs yr MERR�� 18 OF Be ""Till T 1 1 1 1 1 1 1 1 1 1 1 1 1 t l l F ( 1 1 ► 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 I I I 11 1 1 I I 1 1 III I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 I I ! 1 1 1 1 1 1 1 111 h�!'i'I►�'I I'III l I I I I I � I I I I I I I I I I l l i l l l l l fi l l f l ` I I I I I I I'I I I I I I I I I 1 1 1 1 1 1 j l l 1 1 1 1 1 1 1 1 I I I 111 1 { 1 ( 1 1 1 1 1 1 1 1 1 io 12 NDTE: IF THIS MICROFILMED --_� n ORAWINC 15 LESS CLEAR THAN IA THIS NOTICE., IT IS DILE To __ THF QUALITY OF TIE ORIGINAL _ -- --- - - . ---- -- -------- d� DRAWING. OE 8Z B2 jZ 9? SZ V2 f' Z2 IZ OZ 61 RI LI 91 SI t•1 EI ZI II 01 6 9 L 9 S ► E t I""'" ..'` ,fgINIllunlunhNllNllhullHnlHl►IINlhullultllulllHlbEl1{IudlnriullhuElNNlulllut111uE1u7111olllnllhlNlul11:111{11n111111u1ilNtllnlllulllultllll111111111111tt1illlEllullllllllllll�uulllllllNllnnllllll(IIIIIIuINldH711111u1u11�l1u111►uJh111111A11111 . 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O W cn C� rn 3 _ - 3 i i IZ IL 2q-81 j i I I Y Z 0 n I I I I 4 7,3„I I IL I 1 I —_.. 4) I I I I ° I BEAM fill BEAM ' Top Reinforcement Keynotes Q -=-------------- - - ----_' - - - _ - -I- ---1 --- 1 ------ B NGT ON PLAN - I • 1. ■4 @ O.C. LENGTH SHOWN W LENGTH SHOWN ON PLAN 11 z. »4 @ Co /2 O.G. 7 I I I i i I I —' 3. «4 @ 5 '/Z-”0 C. LENGTH SHOWN ON PLAN3: I I I I I _-._ -- - -- ----- I I 4. na @ 14" O.C. LENGTH SHOWN ON PLl.N LI I- 1 LI I , 1 L 5° N4 @ 15 1/2" D.C. LENGTH SHOWN ON PLAN O 0 O s. »a x 8'-3" B is 1/2" D.C.,. I III III ill 111 III 111 _ -- — �� 7. »a X 9'-3" @ IS 1/2" O.C. w I I I I I I I I I I I I 9 1 11 I I I I I I I I ill 1 S. X 7 LI WITH STD. HOOK (+ 15 1/2" O.C. `-•—` o AlRT GRID LINES A a D TYPICAL I I I I I I I I I I —�� 9. CUT AND STAGGER ERRS AS RE(]IJIREU > I I I I I I I I N AT SKEWED BEAMS 1.4 M _ I 11331511-1- 6,5„ To Reinforcement At Typical I Slab NOTES : 1 PERM TERMINATING I NG ATROVIDE STD . OPER PERIMETER OFFOK AT ALL PBU BUILDING I NGCEMENT Top Yp ___ _ _ � 2 . PROVIDE STD . HOOK AT ALL TOP REINFORCEMENT TERMINATING AT BERM AT ELEVATOR . STAIR AND True Plan Scale » 3/32 " = 1 ' 0 - _ - ---- - ---- Nort h Nort h MECHANICAL OPENINGS 3 . PARTIAL REINFORCEMENT SHOWN ON PLAN FOR GRAPHIC CLARITY . 9 �0 STEEL INDICATED IN KEYNOTES TYPICALLY EXTENDS FULL BAY WIDTH . 4 _ 204'6" — — -- --- -- -- - Q Z 28.0.. 0 13 013 ,10" CL 2�L�"_ 24, „ �Q ,O„ 15'0" 15,g _ —�4__Q"._ - I I � LL Z N OD T 1 Uj / ' . — 1 l i i i i i i 1 I 7 .---(2) 05 I r (2) «5 - - 1 I I I I I I I I I x W I I I I I 1 1 II I co I I r I da 7 I 1 1 I I I I I I I 9 ' . i i SEE 5LR81 iRE I NFORCEMENI� I IAT GRIDS 3/41 I I ND R/B S 1 i $ ' I i l i F0 1 TYPICAL SLAq �2E I NFORCEMEN� i N 7 1 N 7 i 7 �� ~ z (3 ) $ I I I I 1 1 � I I 2 io 3 W 7 i i i i r I I w 1 0 I I I I I ccM (2) 5 .. I - Ln DAFE- - - - - - ---- - I _T _ I I (2) ■5 1 = �.W (2) «5•.-_ 1 w 1 i y BRAWN BY: - --I KVB CHECKED BY: RCT/TMR o iv I I :3 1 - 4 I i in 4 N I - i� $ I i� 2 11 I , o REVISIONS: I - 7 N - N I I "' I OD n NOV.30, 1987 N k1jN, } 7 I 0 o N �, - J, I o -01 7 7 L O Loi, AS ISSUED FOR I -( 7 J - I (q 1 I 11 1 '" CONSTRUCTION - I 11 1 1 - - --- ---- 17 3 I 1 7 I I w I I C3 - I Lk IL(10 zo — . .- - (2) _ I cD 1 I n� -- T- -u -(2) «S - -- --- - - --- - -(2) «5 _- - a ' - -- - -- - -- — { - _ - - ' —.- _ + ---- -_----- + - - ---- + ---- ------- + + - - - Bottom Reinforcement Keynotes I - 1 _ _----- I 1. »4 X 20'-0" @ 1-O ^ C. a «4 X 13'-13" @ I-J�0.C. I 1 I I I I I I I I I I cD cn I / (2) 05 - -^ _ - ALTERNATE BARS ^.c, SHORN (2) «5 I (e I I I I I I 1 1 I I \ U1 I 2 --___ In In I I L L L I __ •� IZ 2.. «4 X 21' 6" @ 1'-I" O.C. b 84 Y. 14' U" @ 1' 1" O.C. n I I 1 I �� ALTERNATE BARS AS SHOWN 9 ;� 3)- - 6 i S i i i i i i I i i i �. � 7 �' ' 3. «a x 1s'.._o.- @ 1'_5" D.C. A n4 x 12'- 10" @ I'-S" D.C. RLIERNATE BARS AS SHOWN I i VACXFN2IE/SqM a ASWIMTES.P.C. I I i I i ----SEE SLA RE I NFORCEME�t AT GRID' 3��41 AND A/B I i 1 4. «4 x 20'-0" @ 1'-&' D.C. a «4 x 13'-13" @ 1'41" D.C. � ALL R14�TTS��r�u B ap ALTERNATE BARS AS SHOWN TME _ �, Ln I I dR TYPICAL SLR RE I NFORCEM�NiT 1 1 N i l � ENZ 6F YAtFA� (4J5 d N I N I I I I I I 1 I i i f^ S. ALTERNNiEOBAf@2S RS �F D.C. A «4 X 13' 13" @ �'- 0" O.C. 'It�D INA ISR EUx34EEFYPTORW�RHEvnn�E ( 7 I 6. 04TERNATE " 11 2'-SHOWN• b r'4 X 12' PIOR WRRTEN PERNNi�10M lK 11/4 / I D.C.o.c. 1 � 1 1 1 1 1 1 1 1 I 9 1 (! 7 I 1 I I I I I I I I � I I N 7. »4 @ 15 1/2" O.C. (TYPICP� ALL N-S REINFORCEMENT AT BOTTOM) SHEET I I I I LENL:TH 94W ON PLAN _ _ ISI I I I I 1 I I I I I I I �1 c2) «s - I I I 1 I 1 1 i i i I �! 7 (21 »S 8. «4 X NA'_g„ R Z'-- D" O.C. d »4 r 14'-©" @ 2'- 0" D.C. 7 —o �- =_� I I I I I ALTERNATE: BARS AS SWPAN 9. BARS AS REGUIRFL) •� A AT WEWED BEAMS - --- -- S2 .9 --- - m -.D13,5„ Ia,g„ da, Aj " 14'8" I '4—. 3, Ln 12'10" 3 1 3'3 13 6 - - 3 --13 6" --- 1316 - aw ;I ti`'13089°•� OF �I JOB NO. D Reinforcement At Typical Slab NO I'ES _ 1 . PROVIDE 6 MINIMUM EMBEDMENT Al Bottom I p 111 I_ BOTTOM RE I NFOR-CEMENT AT PERIMETER BE �T� 0t'70 . 19A 1? - -- — PER.M I T NO. BOPg8C-009 -True f= I an Scale 0 3/32 = 1 ' 0 — 1g F38 Norah Nor- t r.l ,. ..:.._..,,.:,. s..w.►r+'"rte...».. .- ' _ 11111 1)1 1p1 11 1 111 111 111 111I1111111�111 111 1 111 tl1 1 Ir1�It111I1I111 11 1 111111 1 11 111111111 1 111 11 1 1111111�1111111�1111111�t11'11 1 1171ililil11111�1111i11�(lil(li�llil►�1�lil «M.. NOTE IrnIS MICROFILMED t` DRAWING IS LESS CLEAR THAN 7 TI-11S NOTICE. ?T IS 'A* To 11# QUALITY OF TI# ORIGINAL DRAWING. OE QZ 82 L2 9Z tiZ ►2 EG ZZ 12 OZ N tl LI 91 SI bl EI all 11 01 6 Y L 4 ,rpINNInuIIlnlnnluulnllllulluulNnln1111ININNIImIItnIfINIwIItu1�NII�111i�1111111U�11111111111Hlltllt�tlgII111�i11111111�111111111�ltp1i111�I1111111111ilIIIIIiIII1111111�IIIIII111�1Ui1lIlIlUIIIII1t�111111i11�111111111�1U1��U11IIlyl11�lIUUlllll�lll�lllllllll e APRIL, 11 1991 , 1 O 19 al Q. i ------ (n (Y W 0 04Ab. 1 SeF�� r- \� T I U1- 13 \ — ~ o r 2 CS - 5 PEN 1- O .�E w Q _- - 36 Lj ZV O C' UN aD ip 10 h®4e3Qr v m 13 9A,4 Its QNI T Cn w c a bats A44A4. TI+ IQ• ------ ----- -- - _ Ujrr LU CC �. . Z CC U w 0w CL Qrn Y '�► Q m Z N VI (V ------. O 7-0 2 TD C GYM ;20 -- \• I i, �.r1P�� H02 PF��>✓AP121CA"�D f5�•�GK PLALLJ CED I r� GG7rY�`ns —_ (� o Ul 77771Z } V lz I 0 6-5� IK t7 2QII•ool _ r -. -- -� -- 41 to ��5 S !S - - -- - 15 •�a.ti,�, J �. --- -- ---------- - �j O F?- - --- 1r -- - rL - P�.-�r� �n!'�, (��•YUr.IG. t5b5. `w.5� �►•�r-� �t.AM, ��(GatiJF�+ A'T l...— Y IG r TJ GPfL R. L�. ITT •S 4 � ^ rJ✓T SI-1©W 1 .! Fo 2 LL.,4%2 . 1 r 5 rMF�.2 ZU G- r� CLW_ --- — TTT = F E 71 3 eta - -{�-- L,J � - -- r-- -----� - r��_'r = �M��DS R�✓_aul¢ED If�l /_t_71.U�INS Nov 30. 1987 P P AI l I HT _. -- - MM MV KAN CHECKED BY: ROT TMR REVISIONS: 2 F tZ aNov 30. 1887 Issued for construction rte ' X851 5t'S�7 r r; � 8 r r j 1-07I�P �Ir451C r - 198 �' % 1 n X11 ri r I I I I � l T I F MAtKENZ1E/9A1T0 6 r19SOCIATE9,IG ri `--- r — tgtli.AV.RIGHTS RESERVED _. J-1,44— r I r 1 �, �� I IMMI 1-Lala' i �_�� .MESE DRAWINGS ARE THE F'RC1PE RlY OF SIR) AIM NOT O SE USE'0 011 Rf FA O- _ —_ — _ - /RR)11 WRITTEN PFRMI^RiSION OF MWSAME � j�"�-�-}�:_.__ _ _ - -- - ,r s T 17 ., I J �l � L►� �.� U U U �L,I �J U� � rL'�.z.K�f[ L_E✓!3�— c.Yi:I2.1� SHEET I� BUILDING • . � p�F 83. 1 LONGITUDINAL S 3Q89 I� :�F �, 1 s X'W N0. 1'11712eC�` `°r 1 tA.14° �°� P�(J6Jl)11 x IT' N(J. ELII (3f:lilbClq 1 V� `.' �r� yrMFRR��0.\ - I ERM u l 21.1 aFIt - �..� -.. _;" + ... r,a�1 R,ss'%AlwaIIfCIP�F> i!?!.Fwy:{ra,PR• nri'S1ttn'e,.r - 1 ► F F F F F F 1 1 1 111 1 111 �,� 111 �,� 1 1 ! , 1�1 1(1 I7�1 111 111 IIT I�i1Ji� l�f ISI SII FIIII�I I I1,1 IIFIIII Ilsll�t I,IIF,1 I,FIF,F F,IIFII I,FIIIIII,III,lI1,11,IF1lf�lt�I ,,,.....=y.w.;>� ,..,:�. Ilk mom i � I � 1l11I111111 I11 I II � ItI I I I I i I I I I 1 I i�0 II 12s 5 6 7 MOTE: IF THIS M ICROFIIMED DRAWING IS LESS CLEAR THAN 7 THIS NOTICE, TT IS DUE TO THE QUALITY OF TIC ORIGINAI DRAWING• ec az 9z 12 9? sz ►z ez zz IL02 61 @1 Ll sI 51 bl el 21 11 01 e t 9 s �i r e z a1111111111111HIluNIlU11HHI1U11U1tI,,,,I,,,,I,,,i1,1111Nu�u►11tu11nulul,I,,,,I,,,,I,,,,I,1111,,,1p„I„111Nu1111111111i111111111hln1ull�IFn�Inllnll�lnlhlu�lalllnl�llllltlll�Wd1111�111UI111I1u111u1�1Tnh111�11uhW�llOifill�ulllulllWlllin�lllllullElWlul4 APRIT,A 1991 4 —o • 1 I I z O z I I v) 0 Rvvls --- _ — z ` ��cGv 3G9• S3' LLI I 12 w < ? V) a) �. \ E E� ��►TleoRr�l / c�iOC)p0S1Z Z w r- (n WQCro Q — u OFA -i N N — —----- :rp 1.—N cc moo (.) G Od Cr. 12 FL.R BOB - i s•Is E. X41 GCS W z W z Q U Z W a < o Yz � %3: <n Q z U g O — ------ --- F F 6e i z ----- ----- ,.+ �" Imo•�� GG7N'r'RAC.T02 TrJ GOOQb� r.lA`� m•L-1-� _ F!"1�lsD� AOR PrZEs=ApjFZIGA"TEP O r � ul 11.4Q r T11 (_LR rr T --- V �w 4� ILSIMMONS rvih.�i I c F E , _7 z 0_ } - - —----- R ---- -------- Q IB— Uj VJ ,::5 TI•I --- - la rz 2 5'ij,dG1 _r _ Cr • _ ,\ EEEE1e V/ v� - ,4,,,.Tr+ FL_FL M F E --- q Ig ( � '1� 11 Ito IA, 18 .3.3 ``5f+.13.3 3.3 58.3. 58 4.� 5s.3. 58.3h r , DATE F P It 2 2'1, G G _ --- -- -------- - ` Nov 30, i NUr�: EMIbE D'� 12E C,ZI.+I rtE.C� I t`1 GC��U MINS 4 DRAWN E3'f: FpR• P5RIL4 PA --6aL.h , MM MV KAN �— CHECKED 0Y: nCT TMR RE`✓i�l� ".S: F- F-- ? 5.v0 - ` – a Nov 30, 1987 < ---- � -_-- � issued for construction. I2 4 '►� 3 `4 12 12. 13 tib 2 y� �_-_� MA'1A(LRIG RIGHTS AVEDATES.PC ! •-- �— �— I I I I I I uN17.411.RIGHTS RESERVED rA THESE OR WINOS ARE THE PROPERTY OF I I MAC%EN ZIE I SAITO&ASSOCIATE!.P C IM: L J �,,�..� M 1_ F -1 !A)AND ARE NOT TO 0.USED ORT O• I—_ r —1 I- �/�' DUC[f'IN ANY MANNER,EXCEPT WITH TME I , ��,-.- '♦ p"pR WRITTEN PERM19S1OH OF MISA II I I I I I I I SHEET LJ I I Imo ; Imo,, I O�' t1I7+z .� F OF S3.2 • �, TRANSVERSE BUILDING SECTION Sti C1N�r Ga 14- OF JOB N0. s.. I • ''MERR�`�' P286500 1. PERM I T N0. EIIJF'£JHItrJCI�I ' I OF OR i Jill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 111 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 I I I I I I I I I I I I I I I I I I I 1111 1 1 1 1 1 • I { I I 1 1 1 1 I I I 1 I I ( I { I I I I ! I I I ( 1 1 I I I I I I I I I 111 III III III III III 111 I � . I 6 7 8 9 IC^ II 12 'h , ' ) 2 3 4 5 _ NOIE: IF THIS MICROFILMED -- - DRAWING IS LESS CLEAR THAN �•.'��3- AA, THIS NOTICE, IT IS DUE TO • r' THF QUALITY OF FHE ORIGINAL DRAWING. OE 62 92 12 92 SZ N2 EZ 22 12 02 et 81 LI 91 91 01 E1 21 11 01 d ' Y L S'-1 .-� E 301(2 n11N111NtllNNlnnluuluulnN111111111111111111a11u111N11nnl►Iuluulkullnlhud1u11111111u11u1tlnNlunhNllul�b�glr�llull111{IWlt�nfl11n1111ulllulu1111u1�uu�lullulllwl�{W�Un6ulhlnllnllnnlllnbwlM�WUuI11UIllIlhlulludlul�IWhn1 , APRIL 11 19 ,; � _.. *. i r +•�^ixn^x�-�a'n '�"t� ;?,�I , 'FF'H,�FaG'Ir"x?E�'•""• �'"I� , '�. 0 L N S -dED JLE B B . 7- 10 B . S-9 C3 C4 S ,C6 ,C . 1 - C . 1 -8 D2 ,D9 03 ,D4 .DS a Q. 0' R .6-- 1 A .6- 10 R . 3- 1 . S B3 B4 B„86,87 88 D6,D7 ,D8 R2 R3 , R4 , AS AB A9 B . 3- 1 8 . 3- 10 N R6 ,A7 . 3- 1 C .3- 10 C . 7 - 1 .S (SFC NOTE 1) (SEE NOTE 1 ) LOCATION (SEE NOTE 1 ) (SEE NOTE 1 ) (SEE NOTE 1 ) (SEE NOTE 1 ) (5EE NOTE 2) (SEE NOTE. 2) I (SFE NOTE 2) (SEE NOTE 2l Lo C) f5 cq ' Q I W NU � rZ J Q� PENTHOUSE _ -- PENTHOUSE Z 0 `� ��o _ H B B -1 F .F . ELE% . -- 3S4 . 33 ' W (f� �' Z W i r C C H A A H C C (UNLESS NOTED OTHERWISE ! ac LA I, (SEE NUTS 3) COLUMN B 8 13 B C C H m m o 0 : ~ 7� TYPE m o ` a r r 20 " 16 " 16 " ?_0 '' 20 " m 16 " m Q Indy 12TH TIE 0 16 „ m 16 " m 16 " `� 16 " `� 20 " 16 " `� 11; " 20 " 20 " N 2U SPRCIN� 16 " m _ F .F . ELEV . - 341 . 66 ' 6- 000 H C C H B B Od o a. COLUMN B - 8 B B C C ~ H C C H R A ; N TYPE I „ - ?0 " 20 " 16 „ 1 1 T H TIE - „ ,� „ „ 20 " 16 16 SPACING 16 " 16 " 16 " 20 " i6 16 20 ' 6 16 20 20 20 1-1TH - - _ A R - H rc, C H B B FF .F . ELEV . - 329 .00 ' A H I I COLUMN R B B A o A o A 0 H A 2 o s « 1 V I H TYPE o n « « ' 20 „ 20 " 20" N 16 „ 16 " 2011 N- 16 " _ _ - 20 " SPACING 20 " 20 " m 20 " to 2U ' lfi " N 16 " 0 „ N� 2U " 20 " 20 N� f _. 10TH ..• �'• _• ` ~r F .F . ELEV . 316 .33 ' � A R F R A F A E3 0 COLUMN A F3 B f! R A F R R o o LI .+ 0 0 (_ 5^'• ISPLICE) � • 50% ZeLICE) • • • TYPE I „ SPLICE) • 18 (20111 ] � ' N 1s " N 20 " 18 " N 18 " 20 Z0 " N 20 " to 9TH SPACING 20 " 20 " 20 " 20 " l. 5 " 15 20 " le " - �: • - 9TH — - - -- N COLUMN A B B A 0 R o R o F so, A A F 50% R A F sol' C A F A g F .F . k_LEV . -- 303 .66 ' �! SPLICE) �SPLOiCE) TYPE `� 0 0 i s SPLICE) (SPL ICE I 8 18 i 0 ,� 20 >p W It _ __ 8TH TIE is ,, ly 1S " N 20 " N., 18 " ] R „ 20 " �: ls " 1S 20 1 8TH (� SPACING 20 " 20 " m 20 m 20 - -- — 30 A A 0 A F C g 0 I F . F . ELEV . - 291 .00 ' A B A A A F A R ffF 0 0 (SPLICE) « C • �s soy E) « « Z COLUMN B 50% (SPLICE) .. 1D t0 O TYPE soi r > SPLICE) - 20 " m V 7TH • • TIE « N N 20 " 18 " 13 1 /2 " 20 " N� 20 " '.° SPACING 20 " 20 " 20 " 20 " 15 " 15" 20 13 1 /2 13 1 /2 20 is 15 _ -- 7TH `� ., .., F .F . ELEV . 278 . 3-j ' _ N B C E E o � G D 0 D 0 G E: E G D D G C B ►+-� o TYPEOUM C 0 8 0 0 0 0 • • « « « « r 6TH 20 " 12 " 12 " 20 " 11 1 /2 " 11 1 /2 " 20 " 20 " 20 " SPACING 20 " ° 20" m 20 " °D 20 " - 12 " 12 " 20 " 11 1 /2 " 11 1 ,'2 " 6TH w _ z m G D D G C B F .F . ELEV . - 265 .66 ' w G E E c 0 0 0 d COLUMN C B B C E E ! G D D 0« « 0 Lo TYPE Z 0>- TIE „ " LO " N 11 1 /2 " 11 1 /?_ " 20 " N 12 " 12 " 20 " a 11 1 /2 " w 11 1 /2 " 20 " N 20 " 20 " STH ou o� O r, STH SPACING 20 " 20 " 20 20 12 12 _- a-o E E G D D G C g F .F . ELEV . 253 .00 ' 11 co COLUMN C B B C 0 E 0 E o G D 0 CI 0 G N TYPE •- J U z 4TH 0 0 0 N 20 " 11 1 /2 " 11 1 /2 " 20 " 20 " 20" o ' �' • ~ 2U to 12 12 " N 20 " 11 1 /2 "- 11 1 /2 "� 20 " 12 " 12 " v ti-cc SPACING 20 " t� 20 " 20 " 'm N N •_ 4TH _ F .F . ELEV . - 240 . 33 ' w .J B C E E G D D G E E 0 G D o D 0 U C o B 0 u, OL - _- COLUMN C B TYPE • r • " N r TIE N 20 " N ] 7 " 17 " `° 20 " 20 " `° 20 „ v ocn --- 3 R 20 „ 17 " 17 " 2011 9 1 /2 " 13 " N SPACING 20 " 20 " 20 " 20 " 9 1 �2 13 3RD_ o o0 _ G C g F .F . ELEV . - 227 .66 ' u coo COLUMN C g B C 0 E U E o G D 0 D 0 G ( o E G D o D 0 0 o r II N TYPE 0 ; « . r „ • „ « ` 20 " • -1 U� ' ` ` 2ND TIE 20" m 20" m 20 " w 20 " = 13 " 20 " N 17 " 1C i7 " 20 " „ N 20 " N 17 " 17 20 2 SPACING 20 .. N 20 13 N fO a m 2ND _ O `rO� E E G D D G C g �F .F . ELEV . - 215 .U0 ' 1, W COLUMN C B B C E E 0 B G D D G o TYPE 0 0 . N " • � r 20 17 17 " 20 " 20 " 20 „ L 0 B B Y SPACING 20 " 20" 20 " « 20 " 20 " 13 " 20 " 20 " 17 " 17 " 2U �� 2C „ 13" LOBBY _ °D B SIM . r 0 G 0 0 F .F . ELEV . - 201 .00 ' W B C 0 G E " COLUMN E LOWER TYPE TENSION TENSION r « TENSION 0 o SPLICE SPLICE 0 • « a SPLICE I i « « `� 2 0 " N o a SPACING 20" 20 " N 13 " N 20 " 13 14 m N LOWER LOBBY LOBBY F .F . ELEV . - 191 .00 ' 0 0 • CID J NOTES _ Q 1 . FINISH FLOOR ELEVRTION AT TOP OF COLUMN 3SS .00 ' U TYPICAL REINFORCEMENT FOR COLUMNS - SEE COLUMN SCHEDULE FOR COLUMN TYPE AND LOCATION - SEE ROOF FRAMING PLAN 2 . FINISH FLOOR ELEVATIGN AT TOP OF COLUMN 35S .00 ' 2411DATE ri, 24� 3 . SEE TYPICAL REINFORCEMENT FOR COLUMNS 4 4 . 11 /3v/87 DRAWN BY: K V B/ i CHECKED BY: • TMR/RCT IF6 g- TWS, T'TpIGP�. - .. — i REVISIONS: N - op, / o AS LSSUEO FOR CONSTRUCTION GIS �`Io F3�+tS �8� '� �o �*•+z'S ��'�z Tc �L -7 a4 -GUS A 2 4 2 4 G v L.LJ r.-1 I,,I b 'Z 4 >< 2 4 o 1.LJ M tJ _ c. 'L L. L)M r.J '54.1 '154 it I I— it SI (16 -W Ig COL-Lar-1rJ SIM- ) 11 J 1I I�pa S4,( ,4-'I - I I,a'' Y 'I �Z u l - - p.rlDiTioI,l- 71 C•s: ro Ge P-r Fac•+-I U /t --_ ---- / ITS itJ 17�iPTM of P�ew� «,uNoatrty.a �� KL IMI("I11 GI2.o65TtiKi ,.�/ ala" Nan} •;� .. _ _-, _ 1 �-tiT� , I `v 1. SHEET �_ _ Lol- kJon 0171(1. Tl� �-r'p I C-A-1, TA 84 . 1 ORE'.:^.ti �+,. OF 1 a��, t� ` �ili7 '�• I D �Itfe ��2� '� I� �M�S (G. , ) I I pJa'�2.5 . JOIR NO. z G r�L.I.(M(moi r. o �� *` 32 x 0:5-Z Gal, U rel N U 3 x 8 �o�u t--`I N ++ P286500 D 2P� r: 2 GoL v►�1 �� 2 o x '7 b G L. - ;, t 11.011 �J- 1 ' I t' S ,) _" 41 ! lt.o l 54 I �,y4� • ll'o+I 5'`},�• ��+I ' ILo 1. ' l4 PIRMT'T NO. Pl-!F'LfF300'!'•' Try (�r PH � ' w . • .i.+•iro.'Mw+-uaw.wlw/.+rw•wF•.Wr..1..W1. .raM" v,MM4MYw"/s'.':•Mw•.!•wwww+...nM,«w M.,.�^'.•N "„w...rra.+.,,+,.m... AI .�•yn13MK'•'... ... ... rM. n n ' •. // y • •,.. r E+afu + I �Il(l`1111't!(V III(ItIIIlIt11�IIII111I111Il11IIIIIIIIIIITLr11�1r11 hyltl,I,I,�IIIIII(Itllll! 11ItIIIlI111111tIII11tI1I1111111�II1Il11IIIIIIIIIIIII111�111'1I11illlllll111'Ill'1ll'1111111�11t .. I8 7 R _ 9 (o WTF; IF THIS MICROFILMED DRAWINi IS LESS CLEAR THAN 1 TI-IIS NOTICE, 11 IS DUE TOto TW QUALITY OF THE ORIGINAL - DRAW INf, C; b IE Z OE 8i 8Z L2 9z Sz +►T, e1z zZ Iz OZ sl 131 �i yl 41 1y1 EI ZI 11 01 6 A L 1i • c c +1!IIIIHIIIUIIIIIIIIIIIIm11111I111t11111II111I1111II111I11UI1i11111t11111t1+U1I►111IIIIIItIIlIII11I1111�IIIlII111�II11I111tII1ilI1111tIIIlIIII1t1111II111�N11ItiIlIIIIlIII11�II11IIII�IIIII1111�I111I1111�1U1I11WIIIlIIIIIIIIIlltl11I1111IIIII�IIUI)fll11iI1�IlII�IlI11Wl�llll�11111!ill'1U1�111) ,• APRIL 11 1991 .p .. ,,,.-.- .__ ," .,.. .•... __,.+m'<. -g••�,.,.tn- r - . da ^t ,w,•... ....� �, ,x`yea yn M, „ ,.�. •' `. iP.'. .,w. ' .1..,: 'Tf„�•ri .x'17"'fP'... ti- Mt�l, rMrvT ?!111` IR'�.'m�,;w,Fi�i R�*'t�Y''S'':.� w. _w .-w ------ _-__.__._-_.-----_.------- -------________ --- �- - - _ - - SCHED --- ----.---- __ -__-- ---�-_------I' E L E r- _ - S BEOM - - ----- ____ __ c. __ ------\ _ C ___ --- ------.---.--------- - - - -------- ----.- - ______ - ,_______ __ T__--- �T �. CONCRETE TOP BARS BOTTOM BARS STIRRUPS __ _-_ CONCRETE TDF' BARS BOTTOM BARS IIRRUP� - _____ __- ,� --- - --- ---- .- __ _____j-7) ------------.- - - --- -- --- ----- -- __ ----- -- - -- --- (7) MARK W 0 NO. S I ZE.I TYPE LENGT117 l REMARKS NO. I ZE TYPE LENGTH REMARKS S I ZE TYPE Pt RCEMErv1 LOCATION REMARKS MARK W D NO. S I ZE TYPE LENGTH REMARKS -- . I ZE. TYPE LENGTH REMARKS S I ZE TYPE PLACEMENT �OCRT I ON REMARK - - -__ - ----- . - --- - .. - - - - -__._ _ 3 I 1 1 ) @ 1 1 0/C ___ _ --- ----- - _- ._--- ---- _--__-_ -__----------- _ _. - ---- - t� a3 1 ( lll@ 11 " U/C COLUMN END x9 8 9' S" GR1DS 2d9 a l COLUMN END 2 • 7 A 2 « 9 B 9 S' GRIUo 2d9 301 12 24 2 a 9 B 9'-S" GRIDS 289 2 - -__---.--_ _---- --_ - --_----_ �"` V p 201 12 24 2 a9 B 9'-S" GRIDS 2d9 - - ------------ -- -- a4 III @ S 0/C ULL LENGTH Q- -- - --.------ _ - - ._ _ ____ - ---- -- - - - .. -- - - - 2 a7 R x4 III @ 5" 0/C FULL_ LENGTH u 1 R f ,,�+ ag A STD. HOOK @ GRID 2 2 � 2 09 A STD . HOOK @ GRID 2 "`� G 2 89 B 3 '-7" GRIQ 2 2 2 , a9 b 3 '-7" GRID 2 202 12 24 2 a9 C(2.6 S '-5" GRID 2 2 +'7 Alb) INOTE 6) @ GRID 2 302 12 24 2 I a9 C(2.6 5 '-5" GRID 2 2 a7 A (6) (NOTE 6) L GRID 2 I (n 1 •7 C(1.6 5 '-5" GRID 2 s4��SI.2. RID 3 s+.2 Rsi2. -1 #7 C(1.6 5 '-S" GRiD 2 STD . HOOK @ GRID 32 a7 B 4 '-3" GRID 3 �2 2 a7 8 4 '-3" GRID 3 Izlzr�al 1 a 7 C 4 '-3" G f21 U 3 -- --- _-- - -.__ _- W •- 1 a7 C 4 '-3" GRID 3.--- ---- - -.---- _ - _ -- - - - _..._.. --- -- - -- - ''----�------ -----.�-.------------- -- J@-----------_ -- - -- -- - -- - a3 I ( 10)6 2-1%2" /C EACH END . _ _.__- -_-___.__- - - - fr3 I l 10) @ ?--1/2" O/C EACH ENO �"" � �� 2 a7 A a3 I (3) @ 5" O/C ADJ . TO EA . END 203 12 12 �_. 2 a7 A 5Ta . HOOK @ GRID 3 x3 V @ � 0/C BALANCE 303 12 12 2 tt7 8 4 ' -F" EACH ErJ CI 2 a7 R STD. HOOK @ GRID 3 03 I (3) @ S " O/(: A.J . TO EA . END Q ? (/�I � 2 a 7 B 4 6" EACH END 5 „ --_.- ---- -_ 2 � - - --- - _.__- ---------- -- ------ - - --- - .-- -- ----___ EACH END -- _ a3 I ( lUl@ 2-1/2" 0/C - --- - - -- - - r �. I2U4 12. 12 2 « 7 A a3 I (5) @ 5110/c ADJ TO EA . ENO 2 x7 A a3 I ( 10) @ 2-1/2" 0/C EACH ENU ♦ , r Z a ' 4 ' -6" EACH ENO 2 a7 R /C BALANCE 304 12 12 2 a7 g 4 '-6" EACH END 2 a7 A 03 I (Sl@ 5" 0/C ADJ . TO EH . END U _ o 2 I 8 03 v @ 5 0 --- - - --- - a3 v @ 5' 0/C 3ALANCE - ----- . --- -- Z - ---- - --- -- ---- --- - --- __ -_-_----- - - -- - - -__ -- ----- _ -- - -- -- OK @ GR 10 8 1 I ) ---- - 2 a7 A 2 a 9 R STD. HOOK @ GRID 8 a4 I ( 11 )@ 5" 0/C EACH END _ - _-- - _ _ -- -._ _ -- ---- - -- __.- -----_ . -- 2 a 9 R STD. HO a4 I ( @ 5" 0/C EACH END W � LSI � O I! 2 87 8 5 '-U ' GRID 8 1 x9 C � '- 3" GRID 8 a4 V @ 8 1/2" 0/C BALANCE 305 l2 24 2 ri A a9 C 3'-3" GRID 8 a4 V t± 8 1/2" O/C BRLRNCE .u' '1.OL, t 2 24 f- 3 .4 2 a9 8 7 '-3 GRID 9 � a7 B 5 '-0" GRID 8 1 � I 2 a9 B 7 '-3" GRID 5 U a9 (2.61 7 '-3" GRID 9 - - -- -- __ - --- --- - -. _. viQN 2 a9 Cl2.Ei 7 '-3" GRID 9 -- ------.__-______ ---- ----- Q 1 a9 B 10 '-3" BEAM E1QOS @ 2 a5 C(6) 7 '-9" @ GRIUS 1410 a3 V ( 14) @ 7" O/C @ GRIUS 1d1U B BEAM ENDS @ 2 a5 C(6) 7 '-9" @ GRID 1410 a3 V ( 14l@ 7" 0/C L GRIDS 1b10 Q s 0M jr to 206 24 1S 1 a9 B 9 '-3" DIAGONAL EDGE 1 a9 10 '- 3" - - _ _ - U2 [I • 9'-9" HOOKS @ GRID 10 306 2a 1S 1 a9 6 9 '-3" DIAGONAL_ EDGE _. -_ - ____-_ -- ----- _- -_-- -- __ _.-- - --- .__ -_ _ 1 7 C ---- ----- __ 1 x 7 C 9 '-9" HOOKS @ GRID 1d10 _--_- TAIL �8 3 2 ---- ---- - - --- t i �, � O� _ _____ ___ __ _ ----------- _ __ _ 1 _ _ _ _- a 4 2a7 NOT USED _ _.--- __-__ _--_ - _- ---- 6) /' ' C� ' EE qE - -- -- -- - - .._.-_ ..------ _----- - - - ---- __--- __ - ______ 2 x 9 R 4 a 9 C 12 '•-0' @ G k I D 1 - ,, . II (1 @ 6 1 2 C GRID 1 S --- - - -- -- -- ---- -- --- - - 2 a9 A HOOK @ GRIDS 113 1 87 C (6l 12 '-0" f? GRID 1 a4 IV ( 1H) @ 5-1/2" OiC GRID 3 - __ - _ - 2 9 A a4 III ( 12) @ 5" 0/C E.ACH ENO 301 30 34 '- a � a 2 $9 A a' a a4 ADJ . TO END-GRID 3 4 all B(2l 17 8 ' L GF�ID 3-UNSYM @C 4 a9 B 11 '-4" @ GRID 3 I 4 III l3y) @ 3" O/C ADJ . TO EN - a9 B I '-0" @ GRID 3 1 a7 B 7 '-0" L GRID 3 V (4) @ 7" O .C . 1 « 7 C (6) 17 '-8" @ GRID 3 6 al ; D 26 '-6" CENTERCO UN BEAM aq II @ 3" 0/C ADJ . TO E^Jn-GRID 1 208 24 24 2 a9 B 5 ' -6" @ GRID 4 2 a7 Cl6l 7 '-U" @ GRID 3 a4 V @ 10" 0/C BALANCE I 2 _ -- --_------ --- -...._.- --- _ ---- _____-__ - 2 a7 B 6 '-0" @ GkID 4 2 a9 C(�1 17 8" @ GRID 3 UNSYM @C a5 G16) ll ' 4" @ GRID 3 BALANCE - ---- --- -----I--- - -- --- - - __ - -- 2-- KEj _A- - -- - -- 4 ag R HOOK @ GRID 4 a4 III ( 10) @ 7-1.'2" O/C @ GRID 3 2 a9 R 2 a9 A a3 ( I ( 101@ 5110/c EACH END 2 all B 9 '--9" @ GRIU 3 84 I1 ( 1C) @ 7 1/2" 0/C 2 a9 B 4 '-6" @ GRID 4 2 a7 B 6 '-0" @ GRID 4 tt3 V (2) @ 6-1i2" O .C . ADJ . TO EA . END I 308 24 34 2 all B(2) 9 '-9" (� GRID 3 UNSYM @C a4 VI @ 13 1/2' O/ BALANCE a 7 C (6l 7 '-6" @ GRID 4 _ - ----- - - - - 209 14 24 2 2 a9 B 7 0 ' @ GRID 5 a V @ 101, 0/C BALANCE 2 - - - _ _ `-_- - « 7 B S '-0" @ GRID S 1 ,- _ __ _ _ ___ a7_ B - � .CBj,�_9.- 2 a7 C (6) S '-0" @ Gk10 S 07 8 7 '-O" @ GRIU 5 -- - -- __._ _- 3 _-.- - - - 1 -p9 B- 'G-"- @ GRID 6 a4� III ( 10)@ 5" 0/C EACH ENp 2 a9 A I a9 C 5 '-0" HGOK @ GRID 4 a II ( !OIC+ 5" 0/C EACH END 2 a9 A 2 a9 A a4 V (2) @ 6" U .C . ADJ . TO END-GRID 6 _ I a -7 8 3 ,_0„ @ GRID 4 2 a9 R HOOK @ GRID 4 1 210 24 24 2 a7 B 4 '-6" EACH END 2 B 4 '-6" @ GRID 5 04 "_Ojf____-- 1AALLE_ -.- - -__.._- 309 14 24 2 a 7 B q '-0" @ GRID 5 1 a9 B 5 '-0" @ GRID 5 03 V @ 8 1/2 0/C BALANCE -- - --..__ ___#9_._ _-- ----- - - ___----- _ a a9 B 8 '-9" @ GRID 6 a3 1I ( 101@ 5" O/C EACH ENU SEE pETAII 4/$8 .3 . 2 9 A 2 S42 RS, _____ -_ 2 a9 C 8 '-9" HOOK @ GRID 7 -- - - ----- 1 - - _ . -- 211 7.4 24 2 a7 B 4 '_0" @ GR 6 1 a9 8 6 �-ON @ GRID 6 a3 V @8 1/2"0/C BRl_HNCE 2 ag A M A -�� @ EACH END - a3 ( 10) @ S" 0/C EACH END 1 49 B 3 '-O" @ GR 1 D 7 tt t2/b8/tJ7 310 24 24 2 # 7 B 4 '-6" EACH END __ cc [�� 1 «9 C 6 -0 HOOK @ GRID 7 _ 2 a� " C-a -EACH END__ a3 �_ �.�." /C AL�IIGE___ _ 2 a9 D 13 '-3" CENTERED ON BERM _ 3 1 / ACH ENQ - SEE DETAIL 4/ 8 .3 . - - -- -- - - - - - - - - - -__ --- ------ ----- -- - _ _--- - - - - -___ __ _- a - - 2 a9 C 8'-9" HOOK10 GRID 7 0 E a iII ( 0) (+ S" O/C � 1 2 9 R , --- ----- - 4 x 9 B 8 '-O 0" @ GR I D fl HOOK @ BM HAUNCH '- ' t ' 2 x9 A a4 III ( 10)@ 7-1/2 0/C @ GRID 8 311 24 2- 2 a7 8 4 U @ GRID 6 s+.2 Rsiz t' I a9 8 6 '-0" @ GR:U 6 a3 V @8 1/?"0/C BALANCE" `++ 24/ 1 a9 B 4 '-B" @ GRIC 7 2 a9 I 8 15 '-1 " @ GRID 7 #4 III ( 13) @ 5" 0/C @ GRID 7 S42 RS13 1 a9 B 3 '-0" @ GRID 7 212 24 34 4 all B(2_) 12 '-7" @ GRID 8-UNSYM @C 2 a9 C 1S '-1 " HOOK @ GRID 'I x4 V (3) @ 8 1/2" 0/C ADJ . TO END-GRID 8 12171?3/81 2 a9 C 6 '-0" HOOK @ GRIG 7 I - - _-_ _ _-______. Ing 0 13 '-3" CENTERED ON BERM - 3: 0 2 a9 C 4 '-8" HOOK @ GRID 7 2 a7 B 5 '-2" @ GRID 7 13 - ., a4 VI @8"0/C BALANCE _- -_- ._----._--- 1 >~7 C (6l S 2 @ GRID 7 _ ____ _ -._-___-__ ___._- -_ 2 a 9 A #4 III ( 101@ 7-1/2' O/C @ GRID 8 _ __-- --------- _ __.__. - - 2 a9 - - -- T 2 a7 C (6) 12 '-6" @ GRID 8 a4 'V (2S)@ 4-1/2" 0/C @ GRIDE, SEE DETHIL 1/$8.3.4 312 4 34 2 #191 88 8 _0;, @ GRID 7 4 a9 A HOOK @ GRID 7 AA _ HOOK @ GRIDS 8410 4 x9 B 12 '-6" C GRID 8 #4 III (38l@ 3-1/2" 0/C ADJ . TO END-GRID 8 2 @ GRID 8 1 a7 C (6) 3 '-3" @ GRIG 7 a4 11 ( 10)@ 7-1/2' 0/C @ GRID 7 .[ 4 all 3p21 20 '-3" @ GRID 8 -UNSYM @C 6 al C(6) 13 '-0" @ GRID 9 a4 IV (22) @ 6 " 0/C @ GRiO 10 2 all B(2) 8 '-2" @ GRID 8 a4 V (2l@ 8" 0/C ROJ . f0 END-GRIG 8 213 30 34 2 a7 C(2) 20 ' 3" @ GRID 8 -UNSYM @C 2 a9 C 13 '-0" @ GRIq 9 a4 III @ 4" 0/C RDJ .TO END-GRID 10 a4 V @10"0/C BALANCE - ----___ -. -_ -_ ._ -_- _ x 1 C l6) 12 '-6" @ GRID 8 - aq 3 09 C(3) 20 '-3" @ GRID 8 -UNSYM @C 7 all D 30 '-4" CENTERED OrJ BERM BALANCE 2 a9 2 IV (25) @ 4-1/2" O/C @ GRID 8 SEE DETAIL 1/$8.3 .4 O _ 3 49 C(3) 20 '-3" @ GRID 8-UNSYM @_C - --.-. ___---_. _------ _. - _ --- ---- R e 0/C �R ►.� ____ 2 a9 R HOOK @ G IDS A10 4 a9 B 12 '-6" @ GRID 8 a4 III 3-1/2' D ND-" ID 8 l_ «9 A HOOK @ EACH END a4 III @ 4 " O/C FULL LENGTH 313 30 34 4 all B(2) 20 ' -3" @ GkID 8 -UNSYM @C 6 a7 C(6) 13 '-0" @ GRIU 5 x4 IV (22) @ 6" 0/C @ GRID10 3 - a9 R 3 a1 C(2) 20 '-3" @ GRID 8 -UNSYM @C 2 09 C 13 ' -O" @ GRIU 9 „ 2 «7 R HOOK @ EACH ENU a4 ] II @ 4 0/C RDJ .TO END-GRID 10 0 2 a9 C 6 '-9"(5) GRID A .6 A C .3 3 a9 C(3) 20 '-3" @ GRID 8 -UNSYM @C BALANCE r I. O 2i4 24 34 3 «7 C( 1 ) 6 '-9"(5l GRID A .6 d C .3 3 tt9 C(3l 20 '-3" @ GRID 8 -UNSYM @C 7 all D 30 ' -a " CENTERED ON BEAM 2 a9 B 5 '-7" GkID B .3 d B .7 2 ay R 2 a9 A a4 III @ 4" 0/C FULL LENGTH m __ ------ ------ --_ L ---_- - ------ ---- --- -------....- - - _ _._ 2 a 7 R 2 a 7 R w 5 a9 R - 4- a9 R� HOOK @ EACH ENO a4 III It10) @ 5" O.C . E.A':H ENO 314 24 34 3 a9 C 6 '••9"(5) GRID A .6 A C .3 i a7 B 4 ' 2" GRID A .6 d L .3 2 a9 C 4 '-8" EACH END a4 VII @ 8" O.C . BALANCE 1 a7 C 1 ) 6 '-9"(5) GRID A .6 d C .3 o 1 a9 8 5 '-7" GRID 8 .3 d B .7 re r2l5 26 24 2 a9 C 4 '-8" EACH END a7 B S '-7" GRIG B .3 b 8 .7 _ --__ _.. _.. -__ ___________ -____ ----------- - 11LL LENGTH --___-_------_--- 1 a1 C( 1 ) 4 '-8" EACH ENO -- -- - - __ - ____ _--- --- - __ ---- ---- .- __ - - __ ----- 4 II 7-1/2 ' 0/C 2 a9 A 2 ag R ' 315 26 34 2 a7 A 2 #7 A 216 NOT USED a7 B 4 '--6" EACH END 1 N9 B 4 ' -6" E A( H END 1 - __-_- ... __ ___ _-__ ,_.- a - 0/C BERM 3 3 2 --- ---- --_ ~ _.._.---- ------ --------- _ -__ - ._- - -----_ 2 a 7 8 4 '-6" E R C H ENU - _ _ - 2l7 NOT USED z P4 2 a7 A HOOK @ BERM 332 2 a9 A HOOK @ BEHM 332 4 I ( 13l@ 6" @ DIAGONAL BERM _ a9 C 6 '-0" @ BERM 332 1 07 D 18 '-U" CENTERED ON BERM a4 I ( I3) @ 6" O/C @ GRIDS BAC END @ BERM 332 --------------- -- - -------------- 316 2 4 2 4 1 04 I @ 6" O/C B A L A,N C E HOOK @ Gk I DS AAD «4 . III ( 10)@ 5" 0/C EACH END 2 a7 B 6 '-O" @ GRID BIC - - --____--.-__ -- I 4 a9 R HOOK @ GRIDS Ado 4 a9 A #4 o'II (5) @ 10-1/2" O/C ADJ . TO END GRIDS RAD 18 24 24 2 a9 C (2l 8 '-0" GRIDS RbD � - _-. _ _- - #4 V; 1 (8l@ 10-1/2" 0/C ADJ . TO END GRI05 BAC � 317 24 24 2 a7 A 2 ag R a3 V ( 11; @ 9" 0/C EACH ENfI 6 all B (4) 10 '-9" GRIDS BAC at v _@ 10-1/2" 0/C BALANCE 2 a7 B 7 '-6" @ GRIDS BAC - 2 a9 0 22 '-6" CENTERED ON BERM - a3 V @ 10" 0/C BALANCE- _ -- _ _. - - -- -- a4 -I,IT ( 10) @ S" 0/C EACH END - --H ____ ___ --------------"------,------.�- ,- - � --- - a 4 I . I ( 10) @ 5 0/C ERC E N D 4 a9 A a4 VII ill@ 10-1/2" 0/C ADJ . TO EA. END 4 a9 A HOOK @ GRIDS AAD 4 a9 R HOOK @ GRIDS RbD #4 VII (5) @ 10-1/2" 0/C ADJ . TO END GRIDS AID x219 24 24 6 11 BFl(4) 9 ,_9" EACH END a V @ 10-1/2" 0/C BALANCE _ 318 24 24 2 a9 C (21 8 '-0" GRIDS AbD a4 VI (8) @ 10-1/2" 0/C ADJ . TO END GR1DS BTC _ ---- - -- - - 6 all B (4) 10 '-9" GRIDS 8dC a4 V @ 10-1/2" 0/C BALANCE --- _ a ____-.- _ ORS. _AaU +' - - _ HOOK @ GR I OS AdD R #1 � TL' 18-"l/2 ' 0/C W .. 0 END RbD --- -_-- - 220 24 24 3 a 9 CA(2) '- " 2 a5 p 20 '-0 ' CENTERED ON BEAM ---- --�------ � 1�1� '� -��-- �� 1'Nt3 4 8 0 @ GRIDS AAD a4 VI (6) @ 9" 0/C ADJ . TO ENO BIC 4 x9 R 4 a9 R 7 - , END 4 all B(2) 8 '-0" @ GRIDS BbC U!JSYM @ a4 V @ 10-1/2" 0/C RLf1 ) L_._.__-.__-___-_- ___ 3.9 24 24 6 all B (4l1 9 '-9" EACH END - __.. x4 VII ( )@ 10 1/2" 0/C ADJ . TO a V @ lU 1/2' 0/C BRLRNCE -- - 3 a9 B 25 '-6" GRID B 4. ('.�C 5-�%�-- GR 1 D B --45-_ -A- I-- -�__A=____..____ __ �- EFICH aq V ( 10) @ S O/C RUJ . TO END GRID B � 9 - R Ham. 'K � 1�� Rb ��4 r 1 -1� 0/C DJ . 0 ENO AAD 1221 24 24 4 X19 A 2 a5 D 17 '-6" START 8 ' FROM GRID 8 a4 11 320 24 24 „ 2 a5 p 20 '-0; CENTERED ON BEHM _ VI (6l@ 9" OiC ADJ . TO ErJO BICB(2l 8 1 " @ GRID B 13l @ 4" 0/C f;RID C 4 * 8 C(2) 8 0 @ GRIDS FldDq all B (2) 10 '-2" @ GRIU C 3 a9 C 16 '-0" GRID C #4 VI 7l @ 8" 0/C ADJ . TO GRID C 4 all 8(21 8 '-0" @ GRIDS BAC-UNSYM @ V @ 10-1/2" 0/C BALANCE w 4 a9 C (2l 10 '-2" @ GRID C 2 a5 C (6 16 '-U " GRID C #4 V a 10 1/2" 0/C BALANCE - - _ - 3 9 A 1 .-.-_- _ - - t__ - - - - ----- - --- -- -- - - - 3 a 9 R j a S42 FZS1 t 3 tt a 01 01 @ 0/C R Q J . T O E R . E N D - _ ---- . ._--- d ----. ---- -- --- �_ #4 I 1 ( 10) @ 5" 0/C EACH ENG I- ---------. --- - ay R HOOK @ GRIDS RbU 3 5EE NOTCH DETAIL 321 24 24 q all B(2) 8 '-1 " ' R. END-UNSYM @C u V @ 1 -1/2" 0/C BALANCE -_ ___ i 3 2 a5 U 17 0 CEONTERCDRODNSBERM 1a4 VI (S) @ 10-1/2" U/C ADJ . TO ENU AIU SHEET 1/$8 .3 .2 ___ a9 C(2)I B '-0" @ GRIDS AAD I -- 222 24 24 4 x4 VI t6l 9" 0/C ADJ . TO END BAC - 4HOOK- - 3 '9 -G�7�S ALTS a4 II ( 10) @ 5" 0/C EhCHEND2 all 8 '-0" @ GRID; BdC 3 a9 A @ GRIDS AIO gg a4 V @ 10-1/2" 0/L BFlLAIJCE _ -- 3 #9 B 9 '-9" r-RIDS BAC #4 VI (5l@ i0-1/2" 0/C AUJ . TO END AID SHEET 1/S8 .3 .2 a B(2) G R I D.S B d -- ---- ---- - 322 2 4 ,'4 4 a 9 C(2) 8 0" @ GRIDS R b 0 I 2 all B 8 '-0" @ GkIOS BSC 3 89 D 20 '-0" STr'RT 8 ' FROM GRIU A/D 04 V (6) @ 0/C� ROJ . TO END Bb ___ 99 3 a9 R 3 a9 R a4 VI t5�)@@95"OCC RRJFI TODER . END 2 a B(21 @ GRIDS BbC 2 a5 D 20 '-0 START 8 ' FROM GRID R/D a4 V @ 9-1/2 ' 0/C BALANCE _i-_ _--_-.___ W � 223 24 24 2 all 8 7 '-6" EACH END -DNS IMM �- -` --- - - � _- -- - 2 # y B8 7 '-6" EACH END --UNS (MM a4 V @ 10-1/2" 0/C BALANCE 3 # 9 A 3 a9 R a4 II ( 10) @ 5" 0/C EACH END __ ---------- --------- ,_ a 4 V I l 5) @ 9" 0/C ADJ . T 0 E R . END U 323 24 24 2 all B 7 6 EACH END -UNSYMM _- 84 V @ 10-1/2" 0/C BALANCE -__ -- 1t 2 • 9 B(2) 7 '-6" EACH END -UNSYMM 224 N(� U E D co 3 a9 R HOOK @ GRID A 3 a9 C 16 '-0" GRID A a4 II ( 10) @ 5" 0/C EACH END SEE NOTCH DETAIL 2 a 9 C 8 0 @ GRID R 3 a9 B 9 '-9" GRID B #4 V (51@ 10-1/2" 0/C ADJ . TO ENQ AAD SHEET 1/$8 .3 .2 T . -- 3 #9 ---- - --- _ _ __. ___. _ __ ____ - 324 24 24 3 a9 p START 7F7 . FROM GRID A #4 V (6) @ 9" 0/C ADJ . 'f0 END BAC - ------ -- --------- -- ---- ( 10)@ S" 0/C EACH END SEE NO DETAIL _ 2 a7 Ct21 8 '-0" @ GRIU R 21 '-0" ___ a4 II 7. # 3 a9 R a4 (7)@ 7" 0/C ADJ . TO ER . END SHEET 3/$8 .3 .2 4 all B(2) 8 '-0" @ GRID B 2 a5 D 21 '-0" START 7F. . FROM G _ R a4 V @ 9-1/2" 0/C BALANCE 4 all B(A2) 8 ' -0" @ EA . END 2 a5 D 12 '-O" CENTEP.ED ON BERM VI 2?.5 24 24 a4 V _ 101/2" 0/C BALANCE - _- -- - - -_--- -- ___.- 3 a9 R 3 a9 B 2S '-6" GRID B a4 / I t10) @ S" 0/C @ GRiD B SEE NOTCH DETAIL Q 1 325 24 24 4 " 9tsi B(2) 8 '-0" @ GRID B 2 #5 U 17 '-6" START 8F1 FROM GRID Bi IVI 1 ( 13) @74" O/C ADGRIDUCEND-GRIU B SHEET 3/$8 .3 .2uj - __ __ ----- ----- __ - - - 4 all B(2) 10 '-7" @ GR:U C 3 ay ( 16 '-U" GRID C « -- ----------- a4 I I (10l @ 5" 0/C EACH END SF_E NOTCH DETR I L (8) ENO-GRID 3 49---__ - --- a9 A HOOK @ GRIU D __ HOOK @ GRID D 3 a4 VI (5)@ 10-1/2" 0/C A9J . TO END-GRID D SHEET 1/$8 .3 .2 a '- 2 a5 C(6) 16 '-0" GRID C a4 lU-1%2"00/C BALANCE EN -G 2 y C(2) )0 7 @ GRID C c^ aEi CR2) 7 '-9" @ GRIU Q J2 a5 D 17 '-0" CENTERED ON BEAM „ �_ " a4 II ( 10) Q S" 0/C EACH END SEE NOTCH DETAIL 22R 24 24 # J f't2) 7 ' _9" @ GR1D D Y , „ -GRID C 3 89 A HOOK @ GRID D 3 ag C 15 6 GRID 0 2 3 a9 C 8 '-1 " GRID C a4 VI (51@ 10-1/2" 0/C ADJ . TO ENO-:RID DI SHEET 1/$8.3 .2 a4 �I (5) 90„0/2 - 0/C BALANCE ENO._r __.. .._ ._ __ -__._-...- 2 a 9 C(2) 7 9 (a GRID Q 4 all B�-r 9" C GRID - - __ _ -_. _. _. 326 24 24 ,_ „ a 3 a9 D 20 3 ' START 7FT . FROM GRID D q d t a4 III t10)@ 5 0/C !EACH ErdD � � a7 C(2) I 9 L GRID L � '- a vl (5) @ 9" O/C ADJ . TO ErJO-GnIC C EACH ENU-UNSYM @C 4 a9 A 09 A # VII (9) @ 9" O/C ADJ . TO EA . END '- " 2 a5 D 2G '-3" START 7FT . FROM GRID D x4 ! V @ 9- 1/�" 0/C BALANCE: 227 '4 24 a @ 9-1!2" O/C BALANCE 4 all 7 9 @ GRID C - - _ _ I-_--. ` 6 al 1 B t 4 ) 1 U '-7" •- ��- t �� - � - 327 24 24 4 a9 R a � _------------ ____ ._.---- -- __-._.___- __ _ _ _ --- - x4 III ( 10) @ 5" 0/C EACH ENO 4 a9 R 1 VII (9) @ 9 0/C ADJ . TO EA . END HOOK @ GR?0 D 4 ag A a4 VII (5)@ 10-1/2" 0/C ADJ . TO ENU- GRID 0 6 all B(4) 10'-7" EACH ENO-UNSYM @C a V @ -s" 07 0/C BRLRNCE _____ 228 24 24 2 a9 C 7 '-9" HOOK @ GRID D - #4 V @ 10-1/2" O/C BALANCE _ _ ______- - _ 4 a9 R - HOOK @ GRID D 4 a9 A #4 VI T' a4 VII (7) @ 10-1/2 ' 0/C ADJ . TO END- GRID C 6 all B(4) 10 '-2" @ GRID C - VII (S) @ 10-1/2" 0/C RD.1 . TO END- GRID 0 -- -- -- - -- aq 1 ( 13l@ 6" 0/C @ BEF�") 233 UTAGOfJRL Bt RM 328 24 14 2 a 9 C 7 9" HOOK @ GRID D I a4 VII (7) @ 10-1/2" O/C ADJ . TO END- GRID CI La ATE: 2 tt7 A HOOK @ BERM 23 � 2 ag h NOOK @ BEAM 233 6 all B(4l 10 2 @ GRID C a4 1 a7 0 19 '-8" CENTERED OrJ BERM 223 24 24 1 #9 C 6 '-0" @ BERM 233 a4 I ( 13l@ 6' 0%C @ GRID B END @ BERM 233 � _ I V @ 10-1/2" - BALANCE __ _ , a4 I @ 8 0/C BALANCE _-- -- _ __.____.___ .__-_.__- -_- _-- __ ...-_.----_-_ _ -- - -- _.___ -- - a4 I ( 13) @ 6" 0/C @ BERM 333 2 #7 B 6 '-0" @ GRID B _ --_._.___- -_---- 2 a 7 A NOOK @ BERM 333 2 a9 R HOOK @ BCAM 333 C)IAGONAI_ BERM _ - _ -_ _ �_ as I ( 13) @ 6" 0/C @ GRIU B END @ BEAM 333 _ - _ 329 24 24 1 a9 C 6 '-0" @ BERM 333 1 a7 p 19 8" CENTERED ON BERM DRAWN Y: - 2 ag A a3 V ( 11 )@ 9" 0/C EACH END 2 # 7 B 6 '-0" @ GR10 8 a4 I @ 8" 0/C BALANCE -_- _-__---- _--_--_ KVE� 1230 24 24 2 a7 A _ „ a 2 a9 p 23 '-9" CENTERED ON BERM IM3 V @ 10-1 /2 0/C BALANCE -- ` a D 3 9 ' CENTERED ( N BERM a - 11 " F CHECKED MR/RCT 2 07 B 81-0" L �'R I D S BAC -- ------ - - _ .- .- - ' --------- - -- 9 R 3 V ( ) @ 9 0/C EACH END DY. �_ -- --- --_- -___ #9 A HOOK @ BERM 233 a4 I ( 13) @ 6" 0/C @ BEAM 233 DIAGONAL BERM 330 24 24 2 a C_ a9 2' '- ' #3 V @ 30�- - 0/(; BALANCE HOOK M BERM 233 2 a4 I tl3)@ 6" 0/C @ GRID C END @ BEAM 230 2 # 7 B 8 '-0" @ GRIDS BIC _ __ _______,._ .__-_-__ 2 ag C 6 '-0" @ BEAM 233 1 a7 p 18 6 CENTERED ON BEAM ---- --- -------- .------ - - -- - -- 1231 24 24 7 a7 B 6 '-0" @ GRID C «4 I @ 8" 0/C BALANCE 2 9 R 1l 2 # 7 A HOOK @ BERM 333 a HOOK @ BERM 333 a4 I ( 13) @ 6" 0/C @ BEAM 333 DIAGONAL BERM _____...____.____.__.__ _._..-_._ ,-. „ a 1 a7 D 18 '-6" CENTERED UN BERM a4 1 ( 13) @ 6" 0/C @ GRID C END @ BEAM 333 REVISION V Al, - - - 331 t.o c4 1 a9 C 6 0 L. BEAM 333 L- - 2 a7 8 6 '-0" @ GRID C aq-� I @ 8" 0/C IBRLANCE 232 N O 1 USED _ - _- -- -_ -- ..__-------- -_-...-_ 1____ -- _-_---- ----_ -- ______-- ----i A� � / . ___. _ `a1 1 4 a 9 R -1 I ). r -- -------------- -- -_ - ------- -.-- 1 - -__ 4 a9 A DETAIL 4 a9 A - START 3 '-6" FROM all C 9 '-8"(5) GRID 2i4 4 a9 CO ) 9 '-8"(5) GRID 9 2 11 D 23 7 332 28 24 2 DETAIL 2 #9 0 1S ' -8" START 8 '-5" FROM a4 III (38) @ 3-1/2" 0/C GRIU 2 i. ??:� 28 24 I ) 8 ' -8" GR 1C, SHEET 2 #9 D 23 '-7" CENTERLINE OF #4 III (27)@ 3-1/2" 0/C GRID 9 14 a 9 C(4) 8 '•-8" GRID 2 SHEET CENTERLINE OF a4 III (48) @ 4" 0/C GRID I bfi�t �� 2 #9 B(.. , 5.8.3.4 COLUIN @ GRID 9 #4 III (3S)@ 3- 1/2" 0/C GRID 10 2 all B 8 '-8" GRID 1 �. 3 all B 8 '-E " GRID 10 #4 III @ 5" O/C BRLRNCE _-- -_ _. _ ___.__.- -----_. 2 a 9 B(2) - GRID-1 -5_e 3.4 COLUMN @ GRID 2 a4 I1I @ 6" 0/C BALANCE _ --_ ----- -- n Z, ---- -- --- --- - - - - --- -- -- -- I j- It 117 - --- --- _ -- HOOK @ EA III . END NO STIRRUPS a 9 A - 1134 1? 12 c__. --A STJ . HOOK EA . END ?_ a7 A STD. SEE ' 4 a9 C( 1 ) 9 '-8"(51 GRD 9 DETAIL 4 ag U 23 ' 7" STRkT 3 '-6" FROM a4 I : I (27) @ 3-1/2" 0/C GRID 9 r ��`''�Iw� �� -----_----.- --___-__ -_-___.-._-__ 333 28 I 21 2 a 9 B(2) 8 ,_8 GRID '10 SHEET 2 - z -- -----. - - --------- -- T-__-_ ._._-.__- c : _ 3 ali B 81-8" GRID 10 $ .8.3.4 2 all D 23 '-7" CENTERLINE OF a4 III ('S) @ 3-1/2 O/C GRID 10 C, . - I � I I 'COLUMN @ GR 1 U 9 I s14 III @ 5' 0/C BALANCE I I . �`�13O8) 23S 12 12 2 a -7 A STD . HOOK EA . ENU 2 a7 A STD . HOOK @ ER . END NO STIRRUP.: A_______-_.._ _____-_-_-____-- __-___ .- __ - - - _ ______------- -- ._ - - -- - -- - --- -___ -- -:-- - -- - --- - _ a T0 . HOOK EA . END 2 NO STIRRUPS :�4C /11 ;-.1�, _ - --- ----_ 4---- . , ,I a STD . HOOK EA. END 2 a7 A STD. H00K @ EA . END a3 V ( 10l@ 4-1/2" 0/C EACH END 334 12 12 2 7 fl N7 R STD . HOOK @ EA END 236 12 12 2 7 A -- - 1 - ___..____1_.________----�_. -- -_- --- - _ - - is , ►UCxCA 4£RVTJtiS. C _ - II .,r PC, i T rJO �3T1RFlUPJ r n F 1 2 1� l B 12 3 a '7 R STD . HOOK ER . END 4 a7 R STD . HOOK ? EA . END I RFU 335 12 12 a - h S c a7 H S , D . HOOK @ E A . E.); -- - ----- -- -- s T U ti'' p L 1 � . EF. . E')D Lt I �'� TI.0�.! pPAN'. i � ,,, tRJcFR-. pr __ _ _ _ _._ -...V._ ___.__.. ..___ _.____. __.�.-___ _ -_ - _ --- _...-_'_- I � I 3 a ifiT� �7� aq II ( 10)@ 5110/c @ 1 5TOPY COLUMN _ we LrizLu . .ssoc,.1, nc M -a W/HOOK @ EA . END HCI!1K @ AdD „ - t A MID RI wo .:: ee uscD oR nt do __ _ -_ 2 9 R a 4 III ( 10)@ 5 0/C @ GRIDS Ado a 7 A STD. HOOK ER . END 2 a7 A $T[? . HOOK @ ER . ENO a3 V ( 10)@ 4-1/2" 0/C EACH END D D Rr A'rr uMr.e[a cxc[t^par> n+t 250 24 24 1 a7 R(1 ) WiHOOK @ ER. END 4 a7 C 8 '--6"(5) GAIL'S AID 336 12 12 2 _ pR��" � aM�� 2 a7 C 6 '-0"(5) a GRIDS RID ENDS #4 V' @ 10" O/C BALANCE _- _ HEE1 _ - --- -- - S UPS --- - 2 a9 R (6l @ t;RID 3 a4 TI ( 12)@ 4-1/2 0/C EACH END REINF , INSIDE OF a7 A STC . NOOK @ EA . END NO . TIRR 3 a7 Ate) (6) @ EA . END W/HOOK @ 1 STORY COL #4 I @ 9" 0/C BRLRNCE INTERSECTING 337 18 12 3 a7 R STD . HOOK ER , END 4 __ .-_--- _ -_.___ __ a9 C(6) 8 9 '(s) @ GRID 3 a7 p (6l @ FA. ENO BERMS STEEL - 2�1 2+ 24 2 a7 (2,6 8'-9"(S) @ GRID 3 2 a7 D 30 '-0" CENTER ON VSAM _-.- -_- --- - --- --- 2 a9 A - 2 a9 B e '-9" @ GRID 6 a3 II ( 1G) @ 5" 0/C EACH END SEE DETR L .1 2 M7 B 4 '-0" @ GRIQ 6 1 a9 B 6 '-0" @ GRID 6 a3 V L� 8-1/2" 0/C BRLRNCE 2 a9 8 13 '-2" @ GRID 3 2 a9 8 8 '-3" @ GRID 3 a4 II (ail (! 5" 0/C @ GRID 3 - 338 24 24 1 a9 8 3'-0" @ GPID 7 1 ay B e '-9" @ GRID 7 %S4 . 2 4 . 2 2S2 24 24 z ag B 8'-3" @ GRID 3 1 a7 1� 8'-3" @ GRID 3 #g _0 � C NTER D 2 ay '(2.6 8 '-3" @ GRID 3 -- - - _ __- _#9_ 13 -3" -- -_ ----- - .-7 . _. 1 B - - - - -------- - - ----------- -- _ - 2 D E E 0 N B E R I� I---- --- - - a7 D 17 '-6" CENTERED ON BEAM - - 253 18 l8 3 9 R a3 V ( 15) @ 7-1/2" 0/C EACH END ag A 2 as B 15 '-9 ' �a GRID 7 a4 , III ( 10l@ 7-1/2" 0/C @ GRID 8 ISEE DETAIL RS13 .3 a 4 a3 B 4 '-0" @ GRIC 7 1 a9 B 4 '-5" @ GRID 7 a4 I1 ( 11l@ S" 0/C @ GRID 7 a7 A 2 a7 R --- -' r-- - - - ?39 24 4/34 2 all B 13 '-O" @ GRID 8 1 a9 C 4 '-5" HOOK @ GRID 7 a4 V (2) @ 12" 0/C AUJ . TO END-GRID 8 _ ------- __-- - -- - __ _ 2 all B(21 4 '--2" @ GRIU 8 4 a9 B 7 '-l0 ' GRID B--HOOK @ BM. HAUNCH a4 V ,@ 7-1/2" 0/C BALANCE -- - �-_ __ _ � 254 18 18 3 a•7 i` (6) @ BM 251 2 W/HOOK @ BM 251 _ 2 a9 A _ _ -- _. 2 #g p W/HOOK R BM 271 2 09 A HOOK @ GRIDS 8110 2 a7 C (5) 12 '-6" @ GRID 8 a4 Iv (25) @ 4- i/2" 0/C @ GRIG 8 SEE DETAIL 1/58 .3 .4 JOB N0. --- ---- ---- ----�------ all 8 20'-3" @ GRID 8 4 a9 B 12 '-6 ' � GRID 8 a4 III (38)@ 3-1/2" 0/C ADJ . TO END-GRID B _ -- - -- 4 #1 ) P� tS6500 _. ________1_______.__.__________ -__ _--- ------ • FOOTNOTES ___ _ - ------------ -----•--• - 340 30 34 3 a7 C (21 20 '-3" @ GRID 8 6 C (6 13 '-0" @ GRID 9 a4 Iv (22) C� 6" 0/C @ GRID 1 v 4;% _t. 1 (1) 1 BAR IN FLANGE (4) 4 BARS IN FLANGE- (7) LENGTH L SHOWN ON SECTION 1/S8.3.1 a9 C (2) 20 '-3" @ GRIU R 2 ag C 13 '-0" @ GRID 9 aq III @ 4" 0/C ADJ . TO END GRID 10 (2) 2 BARS IN FLANGE (5) MFASURED FORM COt_UMN CEN'l[RI.1NE TYPICAL_ UNLESS OTHERWISE NOTED . 3 a9 C (2) 20 '-3" @ GRIU 8 7 all D 30 '-4" CENTERED ON BEAM BALANCE 1 11 8 (3) 3 BARS IN FI_,"NCE (s) EXTEND L.d INTO COLUMNf (�lrp rDLTAIFAR COLUMN5/S8 (3,I) _�_ PERMIT NO. BUF'88 r _ CI1;1(14 ,.. M �.^. r17111111I I 1 1 1 1 1 1 1 1 1 1 1 ! I II III I I 11 11 1 1 1 111 11111 �all-�- _ � �;Er ,1� 53F! �,•,� - I- Il,,.....,.. 1 1'111 111�F11 T arik,., ww ". (7T n•+n«'::'r+rev'x x�..,. .. ,_ flt,1)r11(111I1(111(1111111(1I111I111(1(1�I11III1I1�1IIh�r)1��(1II�1III1�1I1�1I;IIII 1)IIIIIII( l I ( 1 I ( ( � I ( I I I . . It r�. _.� .. 2 _3._..._-_-r4 5 6 .? 9 9 I0 11 NOTE: IF 7H IS MfCROf[LMED , 1�.. , , i6 b' DRAWING IS LFSS CLEAR THAN THIS PIOTIfE, Ti IS ERIE TO THF QUALITY OF T}[ ORIGINAI - DRAWING. 6C 67 92 L2 92 SZ ►2 EZ Z2 17 0)'. et 91 LI 91 sf 41 C1 21 I 01 6 0 L 9 S'---•�- bI----E -2-�"�" n1111111UI11unhnlluuhwlnullu1�NIIIR11t1111111a1uu6tt1�u11nIIl►uIII11111U1i1111liiuli111111iill.�flfiilifill11f11l1111lIIIIIIIIIIIIIff�lIN11111l11111111111111l111111111l11111111Ii111f11111iNUI1111iiiiii111111iiiiiiIIIIIIIIIWIIIWIII1JIIlibiti6llll(Ii1111iIIlIkwNl1 APRIL 11 1991 ', - I , . ... . ___ , .. - . - .� .:° t.,...�...:.:.,. :.�':Y"v-WIttuMC+TI."' IY11 .. -....,ft ._____._. ___ - _ __.._,_,________,A .-._. - .,tia..:.-.. -.._-......, _.. , ... "Mr " '. t d.. ;t ., - . k'' 4. ., .. i - 3 E n- C C E D CONCRETE TOP BARS BOTTOM BARS STIRRUPS CONCRETE TOP BARS 1301TOM BARS STIRRUPS MARK W 0 NO. C I ZE TYPE LENGTH REMARKS NO, SIZE TYPE LENGTH REMARKS SIZE TYPE PLACEMENT LOCATION REMARKS MARK W D N0. 5I ZE TYPE LENGTH REMARKS NO. SIZETYPE LENGTH REMARKS S I ZE TYPE PLACEMENT LOCATION Rr MARk,S 0 2 + 9 R +4 11 (14)Q 2-1/2"/O/C B.5 END 3 1 Q 11 ' 0/C FULL LENGTH 101 18 30 2 ag B 6 '- 10" GRIP Ei .S 3 r 9 A +4 1 (20)@ S" 0/C ADJ . TO B.5 2 « / A GRIDS 2&9 --- ----- R801 12 24 2 a 7 R --- -- - -- - --- --... - -- - - r ' -- -- ---- -------- 2 89 R liJ a4 I1 ( 14)@ 2-1/2" 0/C B.5 END 2 + 7 R _ -- =` I 102 18 30 2 + 9 A a4 1 (2010 S" 0/C ADJ . TO END " Uh @ 0 +4 1 Q 5" 0/C FULL LENGTH uj 3 a 9 A rg B SI-0. GRID 2 ,RID 3 wp 4 + 9 n 6 '•-10" GRID 8 .5 -- - - - - -- -_--- --- - -- - ------ - _ _ - - _ -- RBOt 12 24 l GRID 2 a GRID 3(J -- - -- - --- - - - 2 + 7 P. - 103 12 ?1 3 + 7 A HOOK EACH END HOOK EACH END �� 2 �� C 1B(6 2,_8" GRID 3 1 7 C 2'-8'' - -----------_ ---_. __ --_..-- W V (1210 8-1/2" 0/C GRIU 10 -- ----- _ --- - - _- a 2- 0/C H � Q' 3 a 7 A V (8)Q 8-1/2" 0/C GRID 9 -- - - - r7 H a3 I (3�@(15" O/C ADJ . TOpEACH END - -- _- RBC13 12 12 2 a 7 R STD. HOOK @ GRIU 3 ..� ----- - - - - --- �.._ a 7 B 4 '-6" EACH END 2 •3 +3 II (9)@ 4-1/2" 0/C EACH END 2 M �_ Q/C CHNEN____--_--_------ - - U •r z_ 104 12 21 4 a9 A HOOK EACH ENO 4 a 7 A HOOK EACH END a3 V @ 8-1/2" U.G. BALANCE _ _ -- ---- - - - - - 0/C of U Q - - - - - -.. - 2 +7 A •3 1 (3)@ S" 0/CI, - ADJ . TOEACHEND -_ - -- --- - --- -- + 7 B 4 6 EACH END 2 a 2 3 5-0r -- U& --__. -- ----- , -- - Q 105 12 21 4 r 7 A HOOK EACH END '1 • 7 A HOCK EACH ENG +3 V (12)@ 8-I/2" 0/C EACH END 1 - - -- - - -- ---- - -_-- - OK @ GRID 8 - (1 1 ) H END coV/ w m O l rr j ----- -- ---- --- -- -- - - - -- -. .--------- --- -- -- - -- - -- - -- - I 2 87 A 2 a 7 A S (D. HOOK r I X a) --------...-----_____-_ R80S 12 24 a B 6'-2" GRID 9 " 7 _ 2 7 C 3 9" GRIP 8 � � Z 1 9 w - •3 V @ 8 1/2 0 BALANCE + c • S A HOOK CACH END I 2 a 7 C118(b 2'-8" GRID 8 106 8 21 [ A HOOK EACH END 2 - ----- - -- - -- - - --- - - -- - -- _._ - -_-__--_--- ---- _-- - - - - - - ---- - Q 107 12 15 2 a7 A HOOK EACH END 2 « 7 A HOOK EACH ENO 8806 ":4 1` 1 • 8 10'-3" BERM ENDS @ 2 a5 C 7'-9" Q GRID 1&10 a3 V 114)0 7" 0/G Q GRIDS 1&10 w N Q N r r 1 • 7 8 9 3 DIAGONAL EDGE r � _ F- O -_-_- - - - - - 3 • 7 C (6 8'-6" @ GRID 1410 _ - - -- - _ � oQ� 2 a 7 A a3 1 ( 1 1 1 @ 11 " 0/C COLUMN END -- -_. _ __ _.-- 701 lc 24 2 a9 B 9'-5" GRIDS 2&9 2 + 7 8 9 '-S" GRI05 2I9 2 « 5 A HOOK @ GRID 1 a 3 2 a7 C l6 12'-0" @ GRID 1 a4 III 1131@ 7-1/2" 0/C GRID 3 SEE UETA1l_ 4/58.3 .`1 Q - 2 « 7 A 3 a9 C 12'-0" @ GRIU 1 a4 111 ( 13)@ 7-1/2" O/C GRID 1 --- ------- -- --- -- - -- ,_ " • 7 C l6 11 '-4" @ GRID 3 04 111 (29)@ 4" 0/C ADJ . TO END @ GRID 3 - -- - - --- RBU7 30 34 2 a 9 C (2) 11 0 0 GRID 3 [ ----J'-_- -- -- -- ------ - �- a 4 I I @ 4" O/C BALANCE �- -�- 3 a g 8 11 4" @ GRID I D 3 4 + 7 A a4 1 @ S" O/C FULL LENGTH 2 « g B 11 '-0' Q GRID 3 - 702 ]2 24 2 a9 B S'-O" cR10 2p 2 a7 A STD. HOOK @ GRID 3 I r7 B 11 '-0' Q GR10 3 6 all D 23'-7" CENTERED ON BEAM a 7 Cl 1l6 GRID 2 1 a 7 C 2'-8" GRID 3 1 - - - - -- _ -- -- - -- - - 1 +3 I 110l@ 2--1/2" O/C EACH END - 83 11 (10)@ 7-1/2" 0/C EACH ENO 2 • 7 A a3 I (3)@ 5" O/C ADJ . 10 TACH END RBO 3 + 9 R HOOK @ GRID 4 a3 V (4)0 10" 0/C IADJ . TO END 0 GRID 703 12 12 2 a '1 8 4 '-6" EACH ENO 2 • 7 A STD. HOOK @ GRID 3 43 V 24 34 3 + 7 R --- -- -- - --- -- �... _ -----__..__ _ _-----------_ _ --S'�`"ill __ L9N.C� ___ - -- -- - 2 r g 8 91-0" Q GRID 3 v / BALANCE-----..�---- ---- ---- --- ------- - - - ---- - -w3-- 1 ( 10)@ 2-1/2" /C EACH END a3 Q 15" U C 2 + 7 A 83 I (3)@ 5" O/C ADJ . TO EACH END 704 12 12 2 • 7 B 4 '-6" EACH END 2 • 7 A a _ _-----__ ------- ---------__ y - -_L+...-�`=-IOLl�--.-_ - -_ BALRNGE.-----._- - 3 a 7 A (6 (NOTE 6: @GRID 4 ONLY 83 11 ( 10)@ 5" O/C EACH END 2 r7 A � • 7 R STD. HOOK @ GRID 8 +3 1 (11 )0 5" 0/C EACH END R80 24 24 3 r7 A a3 II @ 10" 0/C BALANCE 2 a9 N 6' 2" GRID a 7 C 3'-9" GRID 8 a3 V @ 8 1/2" 0/C BFi ArirF - 70S 12 24 1 a7 (1)l6 6'-2" GRID 9 2 -- --- - 2 a7 9 2.'-8" GRID 8 706 24 15 1 a9 B 10'-3" BEAM ENDS @ 2 a5 C 7 '-9" Q GRID 1&10 +3 V (1410 7" 0/f. 0 GRIDS 1a10 RB1 24 P4 3 r 7 R a3 II 1101@ S" O/C EACH END 1 a9 B 9'-3" DIAGONAL EDGE 3 r7 A •3 II @ 10" 0/C BALANCE 1 +7 C 9'--9" HOOKS @ GRID 1410 _ _ 7 NL SEE DETAIL. 4/58.3 .? - - - -B _ _---- -- - ----_-_..------- - - .. - - - -_- - -- --- -- - _..- --- . _ ---....._ - ( 1 - - - ----- - ---- - 3 a 7 A (6 (NOTE 61@GRIU 0 Y. 03 11 0)@ 5" 0/C EACH END a: 2 a9 A 2 07 C(6) 11 '-4" @ GRID 3 2 a7 A (6) (NOTE 6) @ GRID 1 4 a7 C(6) 12 '-0" @ GRID 1 st) 2t a4 111 1141@ 7-1/2" O/C GRID 1 SEE DETAILS 4 'SF .a . RB11 24 .4 3 a7 R S4S 21 BEND NRR TO «3 II @ ]0" 0/C BALANCE HOOK uj @ GRID 3 2 a 9 C 12 '-0" @ GKID 1 r rq IV ( 17)@ 6" 0/C fRID 3 14 *-Z-V OBTAIN PROPER CLEAR 707 30 34 2 1 09 C (2) 17 '-6" @ GRID 3, UNSYM @ C 2 a 7 8 ll '-4" @ GRID 3 ��I?-g$' «4 111 (38)@ 3" 0/C ADJ . TO END @ GRID 3 AT NOTCH 4 all B (2) 17 '-B" @ GRID 3, UNSYM @ C a9 B 11 '--4" @ GRID 3 a4 11 0 3-1/2" O/C BALANCE ADJ . TO END (1 2 07 CIS) 17 '-8" @ GRID 3 ( GRID 1 - - _ -_- ----------- -_- __- __ ----_ - 4 II lOIQ 7-1/2 OrC EA. END 6 +11 0 29'-0" CENTERED ON BEAM l - _--___ ? a 7 A A(6 (NOTE 6)QGRID a ONLY a ( " @ __ _._-.-_ ---4 ONLY a4 1I1 (10)@ 7-1/2" O/C GRID 3 r4 V Q 12 0/C BALANCE - - - - - - + 9 A HOOK @ GRID D q 708 24 34 4 •II 8 l2) 12 '-8" @ GRID 3, UNSYM @ C 2 e4 II ( SUl@ 7-1/2" 0/C GRID 4 - __ __ _ .-- _ _ - - - _-_-. _ ---- --_--- - a4 IV 123)(1 5" O/C @ GRID 8 SEE UETAIL 4/;8.3.2 O I a7 8 6'-3" @ GRID 4 1 a 7 C (6 6'-3" @ GRID 4 a4 V @ 14-1/2" O/C BALANCE 3 a 9 B 12 '-10" @ GRID 8 - -- 2 a 7 A 2 a 9 C 12'-10" @ GRID B (, ------_ _ .-__ t 3 8 O C -- _.-- - 2 « 9 A HOOKS Q GRIDS 8410 3 • 7 C Ifl 13'-0" @ GRIU lU a4 I11 )0 3 1/2" AD TO 2 a 9 A HOOK @ GRID 4 r3 (10)@ S" O/C EACH END R81 30 34 4 all 6 (2) l5'-0" @ GRID 8 2 as C 13'-0" @ GRID 10 a4 II Q 4" O/C BALANCE 2 as A a 7 @ GRID 4 all D 28'-10" CENTERED ON BEAM 709 24 24 1 •7 N 3 '-9" @ GRID q 1 C(6) 7'-6" 1 a9 B 3 '-9" @ GRID 5 1 a 7 B 3 '-9" @ GR?G 5 r3 V @ 7" O/C BALANCE 5 « ) C (4) 15 0' @ GRID 8 2 0 _ « 9 0 28'-10" CENTERED ON BEAM a 9 A 2 a 9 A +3 1 1 ( 1 U)@ S" 0/C EACH ENO a 7 A 710 24 24 1 a9 8 3'-9" @ EACH END 1 a 7 8 V-90' @ EACH FND 3 V C 10" O/C BALANCE 2 a 7 R a4 III @ 4" 0/C FULL LENGTH Z m R814 24 34 2 a 9 B 5 '-7" GRID 8.3 d B.7 2 a y A - _- _.-. - - ---_- -- -- -- ----- - -- - - - -- - - - -- ---- ----- ---- ._. -- --- 1 a 7 B 5'-7" GRID B.3 d B.7 2 a ; A Q lS) 6 '-7" GRID R.6 a A.3 -- ---- - cr SEE DETAIL 5/58.3.2 a g ------------ 1 a 7 C (S) 6 '-7" GRID A.6 a A.3 2 a 9 C 8 '-9" @ GRID 6 r3 II ( 1Ol@ S" 0/ ----__-- ? a 5 A 2 a 9 4 8 '-9" HOOK @ GRID 7 - -- -- Q 711 24 124 r9 8 31_9" (a GRID 6 2 a 9 D 13 '-6" CENTERED ON BEAM 83 V @ 10" O/C BALANCE. 2 a 8 A a 9 A a4 lII @ 7-1/2" 0/C FULL LENGTH 1 r 7 B 3 '-9" @ GRID 6 1 0 ) B s' 9" @ GRID 7 1 a 7 RB15 23 24 « 9 B 4 '-7" EACH ENG 2 -� 2 G (6) b '-9" @ GRID 7 2 a 4 `7" EACH END 2 a 7 A III (101@ 7-1/2" O/C 0 GRID -- ---- -- DIAGONAL BEAD H- 9 Aa4 I1 (10)0 7-1/2" 0/C l± GRIP 7 - a3 V ( 10)@ ]0-1/2" O/C EACH END END AT BERM R832 2 + a 7 (NOTE 6l @ GRID 7 ONLY 2 r 7 A HOOK @ BERM RN32 2 + 9 A HOOK @ BEAM R832 1 • 7 B 4 '-0" @ GRID 7 2 A(6] aq V (21@ 8-1/2" 0/C ADJ . TO END @ GRIDS 4 '-0" @ GRID BIC 712 ;'4 34 4 all B 11 '-8" @ GRID 8 2 • 9 A HOOK @ GRID 7 aq V @ 12" 0/C BALANCE RB16 24 24 3 a 7 8 I a9 8 I1 '-B" @ GRID 8 1 a7 C(6) 4 '-0" @ GRIU 7 -__. -- -- ------ - -.e --------- --- -- - ---- - --- -._--__ _.._ _--. - -_ --_- - --- - -------- ----- --- 2 a9 R 2 a 7 8 12'-10" @ GRID 8 a4 IV (25)@ 4-1/2" O/C @ GRID 8 �,� a 9 B 12'-10" @ GRID 8 +4 lI ? (38I@ 3-:/2" 0/C ADJ . TO ENO @ GRID 8 SEE DETAIL 4/S8.3.2 1 • 5 1) 19'-6" CENTER♦ D ON BEAM 2 ag A (g) (NOTE 6) @ BOTH ENDS a 7 aq IV (22)L+ 6" 0/C @ GRID 10 2 a % A 2 a 9 A 43 V 110)@ 5" 0/C EACH END +I1 B 20'-3" @ GRID 8 4 C (6) 12'-10" @ GRID 8 ,_ a 9 D 19'-6" CENTERED ON BEAM a3 V (8)@ 10-1/2" 0/C ADJ . TO EACH END - 4 r 7 +4 1 1 1 @ 4" O/C BALANCE ADJ . TO END @ R817 24 24 2 ---- ----- - - ,13 30 34 1 +9 B 20'-3" @ GRID B 6 C ((il 13'-0 @ GRID 10 3 a 7 B 4 U" EACH END _ _ 3 89 C (3) 20 '-3" @ GRID 8, UNSYM @ C 2 a 9 C 13'-0" @ GRID 10 GRID 10 a 9 A HOOK @ AID +3 ( ) /C A d 0 a R HOOK @ R&D 3 lI (IO)LO 5" 0 0 GRIDS «9 C (3) 20 '-3" @ GRID 8, UNSYM @ C 7 11 0 30 '-6" CENTERED ON BEAM 2 a7 v l 1 0/C @P GRIDS B d C 3 - _- a 7 C 4 0" GRID Rap 2 + 5 p 16'-0" CENTERED ON BERM a3 II (14)(1 S" 0/C - -- --- - ---- ------ -- -- - - -- -- - - _ _ --------- - -------- -- -- ------ _ - __ - _ �__._AR818 24 24 5 r7 B 5'- '" GR 11) BIC r3 @ 0- /2" BALANCE 2 a 7 I A " a 9 A r4 111 @ 4" O/C FULL_ LENGTH • 9 B 5'-7& GRID B.3 a B.7 2 71 4 2 4 3 4 1 a 7 B S#-7" GRID 9.3 a 8 .7 I 2 a 7 A -- --- _-- --- -.__-- --- i - r3 II (13)0 S" 0/C EACH END 2 a9 C (5)6 '-7" GRID A.6 a C .3 j RB19 24 24 2 • 7 A 3 a 5 A +3 V Q 10-1/2" 0/C BALANCE 1 « 7 C (S)6 '-7" GRID A.6 a C .3 -}---- -- - - 2 « 9 A S a 7 B S'-2" 2 a7 A • 9 N a4 1111 @ 7-1/2" 0/C FULL LENGTH 2 a7 A HOOK @ PLO 83 V 0 10-1/2" G/C BALANCE 715 26 34 2 a B 4 '-7" EACH ENO 2 r 4'-0" 0 GRID AID 3 a 9 A HOOK @ AIp 1 + 7 8 4 '-7" EACH END 2 • 7 R R82 24 24 1 a7 C 5'-7" Q R��C 2 a D 16'-0' CENTERED ON BEAM a3 lI (10)0 5" 0/C @ GRIDS A t 0 a 3 11 (13)M S" 0/C EACH ENO W 2 a7 R HOOK @ BERM 732 2 a 9 R HOOK @ BEAM 732 04 1 (13)LA 6" O/C @ BERM 732 ENCAT BEAM RB21 24 24 5 + 7 A 3 a 9 a3 V @ 10-1/2" 0/C BALANCE 716 24 24 1 a9 C 6'-0" @ BEAM 732 1 • 7 D 18 '-0" CENTERED ON BEAM «4 1 (13)0 6" 0/C @ GRID BIC + 7 B 5 2 EACH END J a4 I 0 8" 0/C BALANCE _ _ _ -- - -__.....-__ ______.... a 7 8 6 0" @ GRID BIC _ -- 2 '- _ - -- ^ 3 a 7 A _ HOOK 0 RdD 3 a 9 B 96,91, GRIDS BI-0" GRIDS CC $4 II (101@ 5110/c GRIDS Bao __ _ ---- -- -- - -- - R822 24 24 4 +11 B 12 0 @ GRID BIC 3 •4 ) II t]Ol@ S" 0/C GRIDS E SEE NOTCH DETAIL - a _ 2 a g A a3 V ( 11 )@ 9" 0!C EACH ENO 2 + 5 B 12'-0" 0 GRID BIC 3 a 9 0 IB'-0" START LOFTT FROM GRID A/C a4 V 2 9-1/2" 0/C BALANCE SHEET 1/55.2 r 18'-0" START IOFT. FROM GRID A/0 1 „ 717 24 24 2 a ? i 9 7'-6" Q GRIDS BIC 2 a 9 D 22'-6" CENTERED ON BEAM r3 V 0 10-1/2" 0/C BALANCE - - 9 ADJ . iii - -_-._---_ _ _. _ - ----- 3 a 7 R r - rg -A HOOK @ RIO A R823 24 24 --L- 20'-0' CENTERED ON BEAM rq VI (6IQ 10" 0/C ADJ . TO EACH ENO T 4 «li B 10'-0" EACH END 2 + 9 2 • 9 HOOK @ AID r - EACH ND r 20'-0 ' CENTERED ON BERM _ «g V 0-1/2" 0/ BAL.gNf.E _ SEE NOTCH DETAIL 3 -"--` « - GR U A -- - a4 111 (10)@ S" 0/C GRID B U « 7 HOOK @ AID «4 1 I 1 (10)@ 5 ' 0/C EACH END 3 - - -- 2 ag C 8'-0" GRID AID 2 A aq VJ (6)Q 8-1/2" 0/C ADJ . TO EACH END R824 24 24 2 a7 A HOOK @ R 3 a g B 9'-9" GR1D 8 a4 II 110)0 5" 0/C GRIP A SHEET 1/55.2 718 24 24 2 a7 C (2 8 '-0" GRID PAD 1 ag B 8'-0" GRID BIC aq V 0 30-1/2" 0/C BALANCE 1 a g 2 '-0" @ GRID B 3 r g D 20'-6" START 6FT . FROM GRID D a4 Y Q 9-1/2" 0/C BALANCE co q 1 • S CBS) 4 '-0" 0 GRID A a_ '- START BFT . FROM GRID D 4 r '7 8 (4) 8 '-0" GRiD SACSEE DETAI�� a4 III (1010 S" 0/C EACH END _ 2 « 7 A - - a4 II (1010 5" 0/C EACH END _ a 9 A I a4 VI (10) 7" 0/C ADJ . TO EACH END 6 a 9 B 10'-6" EACH ENO 3 • 9 A r4 VI (41@ 9" 0/C ADJ . TO END @ GRID B 719 24 24 4 a 9 B 7 '-6" EACH ENC 2 a 7 A rq V @ 10-1/2" 0/C BALANCE R825 24 20. 2 a 7 D 16'-0' CENTERED ON BEAM a4 V (10)0 8" 0/C M'A TT�-END-@ GRID C - q • 7 8 (4)' 7 '-6" EACH END 2 a4 V (1 10-1/2" 0/C L NC - ---"------ --- �- SEE NOTCH DETAIL 2 r9 I A HOOK @ AID r4 111 ( 10)@ 5" O/C EACH END 2 a 7 A HOOK @ D 3 • 9 C 15'-6" GRID D +4 IlI (10)@ S" 0/C GR SHEET I/SB.3.2 720 24 24 4 a9 C 8'-0" @ GRID AID 3 a 9 A HOOK @ AID r4 VI (6l@ 8" O/C ADJ . TO EACH END R826 24 24 6 a 9 B 12 '-0" @ GRID C 3 a 9 8 8'-1 " GRID C «q II (101(1 5" 0/C GRID D W • �(� 8'-0" @ GRID 9&C,UN YM �-__ 2 a 5 D 16 '-•0' CENTERED ON BEAM - _ 64-- V - L N�E_�. -- 3 a 9 D 20'-6" START BFT . FROM GRID 0 04 V 0 9-1/2" 0/C BALANCE SEE A L 3/ - 1 • 5 C(61 4 0" Q GRID 0 • p ' 01 „ START OFT . FROM GRID D - - r q (10 0 i,4 0/ EACH ENO 2 _.-�_ -__ -'j--'-ST�,2 m 3 a 9 A r4 VI l6)@ 7" 0/C ADJ . TO EACH END a7 A T a4 III (loo S" 0/C EACH END 2 + 9 R V @ " O/2" U/C ADJ . T n V I (4)@ 9" 0/C ADJ . TO END @ GRID 8 721 24 24 6 r9 B (2 7 '-6" EACH END, UNSYM@C a4 RB27 24 24 6 a 9 B 10'-6" EACH END 3 " 9 R 4 2 a 7 0 I6'-0 ' CENTERED ON BERM V 2 as A - HOOK @ AID 3 + 9 C 16'-0" GRIDS A&D a4 III ( 10)0 S" 0/C EACH END SEE NOTCH DETAIL M4 V (10)@ 10 0/C 13o TToo END @ G � „ BAL.�NCf a 9 B 9 '-9" GRID.. BIC 0 10-1/Z 0/C 722 I 24 24 4 a 9 C 8 0" @ GRID R&D 3 c a 9 D 20'-O" A F M A/ •4 V1 (6)@ 9" O/C PDJ . TO EACH END SHEET 1/SS.3.2 - ggTT RR77 8 1 FRp GGRRII pp . 6 a9 8 (21 8'-0" @ GRID BdGUN,,YM 3 a 5 20'-0" STAkT IFT. FROM ERIE Ai[1 «4 V _TIO 11 /&_.__ JEho -- _ 04 III (10)@ 5110/C GRID C *4 TTT- --- - a U/Lc RB28 24 24 2 «7 R HOOK @ A 3 +9 A HOOK @ A 04 I1 (10)@ 5110/c GRID D 723 24 24 2 a9 R (2 UNSYM 3 a 9 R a4 V1 Sl@ 8-1/2" 0/C ADJ . TO EACH END 6 •9 B 12 '-•0" GRID 8 2 +S D 16'-0" CENTERED ON BEAM a4 V 0 10-1/2" 0/C BALANCE r 9 8 7 ' 6" EACH END, UNSYM _-_____-_ �_ V _ 0 10-1/ 0/C __ BALANCE - ] a 5 C (6) 4 '-0" @ GRID D RID A r4 T Ti�T ETH N SEE NOTCH DETAIL `- - - 2 ag p HOOK R 3 a 9 B 9'-9" GRID B r4 V1 (5l@ 9-1/2" 0/C ADJ . TO EACH END SHEET 1/58.3.2 HOOK @ BERM RB33 2 r g A HOOK (1 BERM RB33 •3 V ( 101@ 10 1/2" 0/C EACH END D1 AGONAL BEAM 724 124 24 4 r9 C 8'-0" @ GRID A + 9 D 18 '-0" RR7 1 T FR M GRIP A aq V 0 9-1/2" O/C BALANCE 2 a 7 R ENC, AT BEAM R933 DATE . 6 a9 B (2) e'-( " @ GRID E' 3 a 5TRRT 1ST _FRSM GRID_A _ RB29 24 24 2 rg B 4 '-0" 0 GRID B 1 a D 11 0" CENTERED Or. BEAM _ -- --- - - - - ------- - - _- -- a- 2 GR G B aq I ( 10) 5" /C--- CRTTI-Fi - - - - $FII-ISETAIl.-37 5.2 - _ 2 a 7 B 4 '-0" __ ..__-- - - - _ _ ___- - 2 a 9 A 3 j _ 0 GRID B ( - HOOK 0 GRID C 2 a 5 D 17 '-6" START BFT . FROM GRID B a4 11I (11 )@ 4" O/C GRID G -_ - - - - DRAWN B a3 V1 1131@ 6" 0/C EA -END ) VI (8)@ 8-1/2" 0/C ADJ . TO END GRID C 24 24 2 a7 A 2 a 9 A +3 V (2l@ 8" O/C RAL . TO EA. END 2 " g A + 9 C 16 '-0" GRID C +4 R830 2 a7 B 6'-2" EACH END 3 all 0 23'-•0" CENTERED ON BEAM 725 24 24 q 09 B l2 7 '-6" @ GRID B 3 + S C (61� 16 '-0" GRID C r4 VI 0 8" 0/C BALANCE 1 a3 Y - (1 10-1/2" 0/C BALANCE __.___. k:VF3 4 all B (2) 10'--7" @ GRID C 2 2 + 9 B_ 6'-2" EACH END 2 as A HOOK @ 0 3 a 9 C 1S ' 6" GRID D a4 II (10)@ S" O/C EACH END SFE NOTCH DETAIL 2 aY7 A HOOK BERM RP33 DIAGONAL M CHECKED r " @ GRID D 3 a 9 C 01-1 " GRID C a4 VI (5)@ 10•-1/2" 0/C GRID D S�IEET 1/S8.3.2 R631 24 24 2 ag B 4 '-0" @ GRID 8 2 " 9 A END AT BERM RB33 pY 726 24 24 4 9 C 7 '-9 2 1 • 7 D 11 '-0" CENTERED ON BERM a3 V .10)(1 10-1/2" 0/C EACH END 4 all B t21 7 '-9" 0 GRID C 2 ag U 16 '-0" START IOFT . FROM GRID 0 r4 V1 (Sl@ 9" 0/C @ GRID C a7 B 4 '-0" @ GRID B - - i---` REVI + 5 U 18 '-0"„ RRT �QFT. FROM GR a V @ 9-1/ "O/C_ _- BALANCE - - T h. ---- - -- - --' �� ,�- %� EACH END q 09 R q a g R -"- - -- '9 R - - - 2 a 5 1) 10 '-0" CENTER ON BEAM +4 a4 111 (38)@ 3-1/2" 0/C GRID 2 SI , VI (6)@ 8" O/C ADJ . TO EACH END 3 all B 8 8 GRID 1 SEE 2 a 9 D 15 3" START 9 '-0" FROM 727 24 24 4 as 8 7 '-6" EACH END 2 a 9 A M4 V @ 10-1/2" 0/C BALANCE RB32 28 24 1 a9 ( 1 ) 8'-8" GRID 1 f DETAIL CENTERLINE OF COLUMN •4 III (41)@ 4" 0/C GRID 1 ' 4 • 7 B (4) 7'-6" EACH END,UNSYM@C 2 r 7 F - -- ---- - -- - 3 all C 9'-8"(5) GRID 2 `� SHEET 0 GRID 2 •4 111 0 S-1/2" O/C BALANCE © - --------- pK �a -- - 2 * 9 (2) 91-911(5) GRIU 2 S.8.3.4 a 9, '1 a� 8 7 _g @OGRID GRID 0 7 r g R HOOK @ CR1D D a4 III ( 10)@ S" 0/C EACH END i I 728 24 24 4 a7 B (4 7'-9" @ GRID CC UNSYM. 2 a 7 A HOOK @ GRID 0 r4 V1 (6)@ 8-1/2" O/C ADJ . TO EACH END - ' y�1L 2 a y C 7'-g" @ GRID C, 04 V @ 10-1/2" 0/C BALANCE 4 as A PO 90 , B(te11 3 as C g'-B"(5) GRID 9 SEE 4 • 9 A 2 a 7 C (2 7'-9" @ GRID D ------ ---` a4 III ♦2710 3-1/2" 0/C GRID 9 ,.. N1712 ---- - ;- --- ---- --- --�-- a H HOOK to BERM 733 a4 I ( 13l 6 ' 0/C @ BE PM 733 DIAGONAL BEAM RB33 [B 24 1 a7 C ( 1 ) 9'-8 '(5) GRID 9 j DETAIL- 3 all D 23'-7" START 3 '-6" FROM < - r 7 A HOOK @ BEAM 733 2 CENTERLINE OF COLUMN a4 III l40)Q 4" 0,'C GRID 10 x729 24 24 1 a9 C 6'-0" @ BEAM 733 1 a 7 D 19'-8" CENTERED ON BERM *4 1 (13)@ 6" 0/C @ GRID B END AT BERM 733 3 «9 B ( il 8'-8" GRID 10'L SHEET @ GRID 9 a4 111 Co 6" 0/C BALANCE ,�',.?E._ �►�, 1 2 a 7 B 6'-0" 0 GRJD B 4 1 0 8 0/C BALANCE J- ----- 11 8 8'-8" GRID 30 S.8.3.4 - -- --- - l 2 a 9 A a3 V ( 111(1 9" 0/C EACH ENO -- � - 730 24 24 « ; R 8,_0„ @ GRI05 BIC 2 a 9 p 23'-9" CENTERED ON BEAM -- r3 v @ 10-1/2" O/C BALANCE -_- _ -_ ,- _---- R834 NOT US a' 10 B --- -- - _ 2 a HOOK @ BEAM 733 2 • 9 A HOOK @ BEAM 733 +4 1 (13)@ 6" 0/C @ BEAM 733 DIAGONAL BEAM RB35 NOT us { E, r 73; 24 24 1 a 3 6 '-0" ? BERM 733 ] a 7 D If? '-6" CENTERED ON BEAM a4 1 ( 13)@ 6" 0/C @ GRJC C END AT BEAM 733 -_-.--- a4 1 @ 8" 0/C BALANCE R836 18 13-1/2 2 a7 A STD. HOOK @ EACH EN 2 2 a 7 B 6 '-0" � (;RID C a 7 P STD. HOOK @ EACH END __--- ---- - ---- - 03 V (21)@ 4-1/2" J%C GRID 8 Xt -- - - a 9 A 4 OP1D 1 SEE 4 + 9 A R837 18 13-1/2 3 a9 R STD. HOOK @ EACH EN 4 • 9 R STD. HOOK @ EACH END r7NFRH1�.�' +3 V (10)0 4-1/2" 0/C GRID 7 3 all B d -D,. r 9 U 15'-3" START 9'-0" FROM aq lII f3fll@ 3-1/2" 0/C GRID 2 - - 732 2 8 ;4 1 • 9 N ( 1 8 '-8" GRID 1 DETAIL. 2 -` •4 I I I (10)@ 5" 0/G G R D wciceNzle;s.^o • ASSOf1►TEs.F c 3 all C f5l 9 '-8" GRID 2 SHEE1" CENTERLINE OF COLUMN all III (411@ 4" O/C GRID 1 2 +7 R HOOK @ R 1 is-, u n� R RE5Ewrty •4 lI1 [+ 6" 0,'C BAL_RNCE RBSO 24 24 6 a9 B 12 '-0" GRID 8 3 ag A HOOK @ A a4 JI (10)@ 5" 0/C GRID A 9 '-0" GRID 2 5.8.3.4 @ GRIG 2 -- ___ _.__-_ 1 .. _ .---_ ___-___ I'' 2 p�, D 16'_0" CENTERED ON BERM a4 V Q ', 1/2." O/C BALANCE -- -- -- _ - _ - - - ----- - THFSE DRAW'—-. ._E -_: roc-Ertn of 2 a 9 C (2 (5l --- -- ---- -__ _ - - HOOK @ EACH ENO- --- - -- -- _--- " a $ R r _ --�. W�]�cENZ:C�Sl"C 6 AS.;JCI-25 C Y 5' R851 18 13-1/2 2 +7 P _ - STD. HOOK @ EACH EN r 2 a7 A STD. OK - C - Al AND AAA Ho- er "CEUSIED T WFI 3 a 3 C (5) 9 '-a" G R I D 9 SEE 4 a 9 A __- 733 28 24 1 a 1 C (1 (5) 9 '-8" GRIG 9 DETAIL 3 all D 23 '-7" STRR7 3 '-6" FROM a4 111 (2710 3-1/2" O/C GRID 9 ---- - 1 a5 -A(S) _ - NO STIRRUPS DaDINANruAwFrta. navTwlr►1 SHEET CENTERLINE OF COLUMN a4 III (40)@ 3- 0/C GRID 10 vAwawltrrlvlPtytuls ►lauisA I a 9 B t ] 8'-8" GRID 10 { a7 A STD. HOOK @ EACH END NO STIRRUPS 3 a B _ 8'_-8"_ R D 10 .__5.8.3.4 �9 +4 ____ to c;-j/2" 0/L- _BAI.AtJLE`_-- _- RB52 15 13-1/2 2 a7 R - STD. HOOK @ EACH EN 2 - SHEET --~-- - J NO STIRRUPS �- - + 7 R STD. HOOK 0 EACH END 734 12 12 2 r7 A STD. HOOK Q EACH EN 2 _ --._ - - - -- - RB53 12 13-1/2 2 07 A - SID. HOOK @ EACH EN 2 +7 R _ - STD. HOOK @ EACH END --- NO_ST1RRl'P __. _- ---- - -- a __.--- -- -- -- _ 7fff[1F` --- - _T.-_ - - a3 V (9)@ 4-1/2" J/C GRID 7 -735 12 - 12 2 a7 A STD. HOOK @ EACH EN [ 7 R 5T0. HOOK @ EACH END _ _-- -__- -__--_ ----------�--- � c a7 R STD. HOOK @ EACH END -_ __ _._ - - --`- a 7 A _5T0. HOOK 0 EACH END +3 V (1010 4-1/2 ' 0/C EACH END - _ R854 12 13-1/2 2 a7 R STD. HOOK C EACH EN 2 ><3 V (5)@ 4-1.'2" 0/C GRID 6 736 12 _12 2 •7 A STD. HOOK 0 EACH EN_ 2 -__----.._ _------_-_ .._- _ - - _--_ --- - a 7 A STD. HOOK @ EACH END _ _ _ _ T3T _ a7 p STD. HOOK @ EACH EN 4 NO STIRRUPS __ -__ END - -- - - `-- - _ 2 + B -$ -9" @ GRID 6 •3 II (10)@ S" 0/C _ EACH END-- ---- SEF_ DETAIL 5/S8.3.2 - - - -"'"- ---- S4 .3 2 a9 1 r7 8 ' 3 -9" @GRID 610110/c541 RS132 RB55 18 13-1/2 3 +7 R STD. HOOK (1 EACH EN 3 +7 A STD. HOOK @ EACH END a3 V l8)@ 4 1 '" 0/C EACH 1 a9 8 3 -8 @GRIU 6 a3 V @ BALANCE __-- --- --.-- _- -- _ ___-_----- 738 24 24 1 a7 8 3' 9" @ GRID 7 2 +9 B 8'•-9" 0 GRID 7 R856 12 13-1/2 2 07 A STD. HOOK @ EACH EN l 2 +7 R S-O. HOOK @ EACH ENO NO STIRRUPS 2 07 B C3'-9'" @ GRID 7 13 1-11 flfl - -- - -- - -- --- -- -2 r9 D-- -13'-6"__ �EWIF-RED-ON BEAM - -- -- --- - - _ +4 III ♦101@ 7-1/2" 0/C @GRID 0 SEE DETAIL RS13.3 _--- ---- 2 a9 8 15'-9" , @ GRID 7 acFOOTNOTES -- - -- a7 8 4'--0" @ GRID 7 2 +7 B 4'-0" @GRID 7 +4 II (101@ S" 0/C @GRIU 7 O 1 1 a7 C(6) 4'-O" @ GRID 7 a4 V (2l@ 15" O/C ADJ. TO END 0 GRID 8 739 74 24/34 2 •11 B(2) 5'-8" @ 1�2I0 H ll) 1 BAR IN FLANGE (7) LENGTH L SHOWN ON SECTION 1/58.3.1 , 2 •11 B 15'-11" @ ( tID H 2 09 B 8'-3" @ GRID i W/HOn-K @ BM HAUNCH a4 V @ B-1/2" 0/C SAL TYPICAL UNLESS OTHERWISE NOTED. JOB N0. a7 8 B'-3" B GRID_ a W/HQX 9.BM HAUNCH (2) 2 BARS IN FLANGE J _ _ - --- - --- �_-----___._ .__ .._-- -----------------_ .____ �_ (3) 3 ERRS IN FLANGE -- -- 2._ --«9_ _ ____-- ----" -- - -_2_ r7 B 12'-10" @GRID 8 a4 IV (25)0 4-1/2" 0/C @GRIU 8 SEE DETAIL 4/S8.3.2 (4) 4 BARS IN FLANGE 2 a9 A HOOK 0 BOTH END`_; 2 a9 8 12'-10" @ GRID 8 •4 111 (38)@ 3-1/2" O/C ADJ. 10 END L• ;RID 8 (S) MEASURED FROM C•Ot UMN C'ENTERL I NE P 2 8 E 5 0 0 74x1 30 34 4 all B 20'-3" to GRID fl 4 47 C(6) 12'-10" @ GRID 8 04 IV (22)0 6" O/C @ GRID 10 (6) EX ENU Ld BEYUNU N AH 4OLL'Mk FACE 1 •9 B 2U'-3" 0 GRID 8 6 a7 C(6) 13'-0" @ GRID 10 •4 111 @ 4" O/C BAGRIUANCEIOCJ. TO END INFn (•O;, !jw, err n TAIL S/98.3.1) 3 a9 Ct3) 20'-3" @ (NLD 8 2 a9 C 13'-0" @ GRIO .0 PERMIT N0. 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TYP , (11) «s LUNG EQ.SP- w o II / -' -/ t-Ikd t--1—ti,- 7- \, - (10l •9 SHORT EO.SP. cx N t• I r a>•r ' h- A 17 � 15 - 15 3-WAYS AS SHOWN �, �► 1 -- _15 \-/ \-/ a 4 -a-- / -/ Z c� 8. 58, E se.l 0 "ig0N 0. W 4\ jl •4 AT 12" O.0 EACH WHY Q •• r i J FILE CAP DEPTH : 3 ' -4 " f' : I_F CAP DEPTH : 3 ' -7 " PILE CAP DEPTH : 4 ' - 0 " PILE CAP DEPTH : 3 ' -4 " PILE CAP DEPTH : 3 ' -7 " THIS REGION ONLY e �--� - '� PILE CAP - TYPE 'D' S PILE CAP -- TYPE 'E' PILE CAP - TYPE 'A' 2 PILE CAP -- TYPE B 3 PILE CAP TYPE C - 4 - — _ _ _ - --_ - // X8 ° 1 - 0 z ° -- Scale ° 1 / � 1 W --- ° � /� _ �8 ° 1 Scale ° 1 /4 - 1 0 S �, r S8 . 1. Scale o 1 /�� " = 1 ' 0 �8 ° 1 Scale o 1 /4 1 U ° 1 Scale ° 1 / 1 0 W Z Q o O c7 fL W wCc wa o U / V Lp Z v F ni la'0" ui Z Lu\ _ / I `0 04 -� �� a /- fl co r \-i W CN 0 15 — z m S8. S8. 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LFi I?:+'r I3 R I G IG Y' - - - d ttkll,ALL RIUNT9 RESERVED TcP PE,21�E?E.2 of g�^� C 12x 12� MACKENZIFI8AIT06ASSlx1ATILI ES� J / I �z� 5 • c I) o� F� G x ,< Bibi FoFz /`yy ►d `- Z �JLp�•j GIJ(,x, (/-TE}'•I D -�✓P 701\ STOP " ,,L 4 fNE lE DNAVANO!ARF THE•'ROrf RTY OF G 1 MK„KIEN21E,lAITO.ALSCCIATEI.pC M W ANO ARE NOr TO GE UND OR RE O• [�� D1K:ED IN ANS MANNER ExCEPt vn1M THE Gdd � IT 16- ,, (� �•, PRRJR WF�TIEN VEAM'.!}ION OF Mi 9A 21-o'' (o�fJ p('�1JINlG Nr-TE n I II I II I IF �1 V 1 II Gq I1-�II II - I-o ( -� - ,_..— - - - v c0 t_1, I�t.Cf o R Ta' (_' 009d 1D 1 tv A'T'I! I- II 21,pi1 61-1- 15-mem- _.) F`w- ppe "'►P.�IG?�T!`� 1;H[E 1 ��0 PROf�r�1' 13089 s '� S8.3.3 - ,� 22 OF 3c> l r MERRI�� 713 NO. .. o sr ,�,�..TrL I _ r �T ST�'• I �Z oP �r.IIIJc� 20 �., A�►G►I.� �MP�Ca P286500 T� -r_ 31 i L.�►PA 3 3j4, Ile 1.o I 58.3.3 .`� al en FEPMIT NO. 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DUCFD IN ANY MANNIEr i\CER W11N THE pf*01 WRITTEN RERM19tt1ON OF Mr5/1 • • La ' 0i • ' SHEF T - �� ii ,a_t;3FS S3.3,5 _ Z-4 OF � Vif •------ R, , . plp H �v J!}i No wA�JHY MEkR�`� P 2 8 6 5 0 0 3 PERMIT N0. EI.lP881'009 - — 11 OF 88 -MIs. .: I...... �l�I+ ► +.`''' +.,�.; ,.,._ .,,,... .,,��w � •I � ( I Ill,I,lll'+1,llfllll'IIIIIi�1I1lIIIlIIII1111i�1�111"+�IIIIIIIII��1111�11ttllll , IIIIII�IIfII�lllliilllllllll111�111111111IIIlIIITIIIItil+1+�11+{�I1�+I+�+Il�+ll�ll'llll'�;ll+ll ..n.......,--• -- , F ' 8 9 INO ll 12 IIOTF: IF THIS MICROFILMED _ -- DRAWING IS LES" CLEAR THAN THIS NOTICE. IT IS DUE TJ t THF QUALITY OF THE ORACINAL _ min" � DRAW 1'IG. OE f5Z BZ LZ P,? 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EACH '51 Piro 4 - LU • r-j 10 co tj U) Fow. x &,ptAe-r-- z LU W C, a. a *-r -rop;, 0;;:, e-OL-Limo -rc)p7 or rC-)Lt1mKj AT --rC2F C, I-C)L-"M A-r -rCPF �Z`LL1Hk1 LA-fI Lr—I V p—;,C�C,)H LJ6 I �i I 1 Db6.6, 1 11 YZ 0 DATE: Nov 30, 467 K • '01 6,1z DPAP; F.3\' 4- V MM MV KAN • CHECKED BY; ROT TMR piji2 01, REVISION'7i ANov 30, 1967 �x 91�.Z Issued qor construction�``\ I \ \\\ o„ x 11 A x KIP, ,;r\\ \ \� \ �� d' - I , � \ �\�-. \ _.. >I/4' �F�E�JtiP� 4..0 J LJ.•st�-p •\ \\\\ I tl - -- N N 57L-44-�Sll!� \ � � \ �\\ / Jde- -,t 14- t x P-.,kA e-r% -S MACKF-tZI'18AIT0 ASSOCIATES.,C "I At MOWSRESERVE 0 -"� .\ — �• ` -\ \\ \ ',� I / `_.. .'/ / i, \ \ -. \ ` we, LJ, L-UHF] OPAMNOS ARE TME POqOPtqTv OF MACKENZI&IMAITO&A$1qOCIA & PC ILA --e If US60TE 11 Am N")?to I opt REO I.ANV MANNER NEW mim THE \ /� .h/,� • /\ / \ \ I ►Rll WRITTEN M,SA H11- 6-L--Aj7PmJ& 13 7. 41 Z-r, n 4-- Li�2L-I�J�-JLJ IJILE T V4 A-*M, Ft� 114 V4 -7 V,-- S8.5.6 "APO OF *CP -A a. *f)Ny kR JOB NO. C, P286500 L LST"I R-Clo I i it 1 11 PETtITT NO. )()C? (IF 041111111111111111111111111 12 NOIE: 11 THIS Ml(-,*ROFILMED 7 8 9 10 11 DRAWING IS LESS CLEAR THAN MIS NOTICE, 17 IS DUE TO THIF, QUALITY Or TW. ORIGINAL DRAWING. ot 62 02 1? 92 se V2 E? 22 12 OLP 61 Ell LI 91 sl IPI El 21 11 M 6 9 t V E 2 1 APRIL 1 11 1991 J1 II , 0 + �f as rq.. '� T� 1�¢_: r. .-�� f . i.. °:°•.y- VA O C.) g , r i Q fr �► - w WL �' • w o Zmom I ae I 10 N � © II 4 � S 6 <� ' " 9 Z `� L)Wjo 1 �j <3 0 z r Z N ( _ / \ 20 ' 0 " 20 ' 0 " 20 ' 00. _ - -__l.s.'_0�_ -1�' " � „ -- - 13 ' 0"'- // \♦ 1 3_'0_"__ 1 S '0 " 1-� ��- --2 0 ` 0 '-)0 / 0 // _ -- -_ _ O(� � ovi U 1 � --- \\\ ,`\♦ I I ZO11 Q�S� , - 13 (1T)1 1@ 1 1 u� \ ---!---------1------ ------------ 191 .0 If .4 \ O.H. 2 16 O.H. 2 16 181.5_ 7 CD W \ PICI r, \ 9 \ .0 • GYP. BO.- -31,10, \ 'O Z \ - ft .i2E TURF 6 r\\ 3 STRUCTURE BOUNDARY PARK I NG - 0 aTAIiZ\ Q d WORK BY SEPARATE PERMIT n1 v 0 I I P I R8. • m �"' '`' - II i ill l'r-il�t"��Iljl�iill7i � �1 / N '3 S J �11�g11 I "+ L 'v P8A <C .[F'2E1 Z r - t Mq• 004 F8 - I I \ 004 FI 1 .'r a wt, * / j LOWER L L OF 1, h! �� lu�,ll , I 04 ` PARKING S UCTURE Co ao / 1 / I IIIA II�gl�i�lil �l 6 III,'' "� I I 4 0 Q a �IR' P , I I\ TYP /7 :• 1 `� t � P - 14 _. � c� 4 ' ----(12 8 \ PIAS I v♦ 13 II�� - m f 8 15 .... 002 14 14" IL j 01 U 190.8 \\ C8H1._ Ad. 190 .9 i � 8'/ \ Ul R FUTURE 2 11 ELEVATOR I _ \190.9 - - - " of 3 cv 0 R 1 I o 1 T H N ' 6 4�N L I - - - w 3. ' cv 3.6� I _l -- -- ( P 2 G 6 L2 F 10 - -- a �3.8 a a 7. 0 O 111 C' o (y' - - - 9 ' 13 8. - 1 : NARK�NG LOBBY 3 '6., 8 a0 it i.; l OWER .. Uj / l Milli 1'i I, RRKI NG LOBQY 'I q.H. _ I�•� � "._. ' / I F1121 '0' ! \\ �1 OO1FF11ELEV� i - ►' _ � ;• A Ln : r ., _ 1 - - - _ ._---- } -__ - - - ? l - - - ;II'I i I I� it �F F . E L E V. 1 1 I I a 191 ,0 ' W B - -- - -- - -- - - - --- !i�liillll��Illl; ,hlll`I 91 .0' /(r'�BR I 03 ( 1 // J �\ PHA 013)4.\ l /� / lI!III�II� GHR 6L I _ I I;`• / b \\ I 4 I ili .7!! 00 F8 -_ 1 _�. .c TYP P2E TYP A >a 2E1 / ---- --- ---- _ .6 . �i.. PEI R I II 6 /o,� P 1� / - BOUNDARY OF PARKING O / 1NTAIN AND �-`• I STRUCTURE u0 J o //! I 1 �4. STAIR PLAN �,,✓ /�+ •' / ,/ G WORK BY SEPARATE PERMIT . `'. PIC J/ 4' PCC3 Wt) ,�' w 0.H LP1�L__ 2 - h 2 w N DATE. ,;;N w+.; r'✓w .r 111 // I _ r , P7A O"` P7A \ _ _ _ '� 1, I �i`=- - - H r -""--� - - ____ - -- -- - - - - - - - - --__ - --- -- - - DRAWN BY: I I -- - - -- h Z 7 r- k.V B • zw- _------- - 0 \ s U) CHECKED BY: /,/ N W a _ STRUCTURE ABOVE: J PR r Z o REVISIONS: O W AS ISSUED FOR / CUNSTRUCTION N a /�A 6e7 L! �.. , P*REAMS, • NOTESLEGEND OF ONE HOUR WALL li LINE OF STRUCTURE ABOVE SEE STRUCTURAL FOR THICKNESS AND n�c+c�Imt/tw►ga 2. CONCRETE WALL- CAST IN PLACE TWO HOUR WALLRE I NFORC I N(: Imo,ALLmon 3 . PLANTER AREA NO St.RB N11AQtf13 . 4 . FURRED CONC . COL . W/ VENEER PLASTER SYSTEM OVER 1 1/2" STUDS . 5 . RETAINING mNON RATED �- PARTITON 6 . HORIZONTAL T. S . ABOVt WIALANDSCAPE AREA. 7 . 1/4"X4"X4" T .S.CO1_UMN LAN 9 , OPEN METAL GUARDRAIL. SEE DETAIL 5/R8. 1 SHEET10 . SLABHONHGRADE .X be. WIDE . LOWER LEVEL P - ff -_ 1 t 11 . BRIDGE STRUCTURE . Sca IP. e 1 /S �� - 12 . ENTRY ARCH. r1 • 13 . BRIDGE STRIlIURE ABOVE , r* 1 4 . ENTRY MAT . �. +� �I: 'f'ry '''I:tt 1 15 . CONCRETE BRIDGE SUPPORT, SEE STRUCTURAL.[, . True r � an 16 . HANDRAIL. , SFE DETAIL_ 9/A8.3 North Norah 17 . +•!; ,. s JOB NO. a P286500411 , E".RMIT No. "mw AI ..;`�i+"r:.rrF•+.i:-. ...•, � .�. .:..._ ._._...... •.. ""'. .- 1 1 1 1 1 1) 1 1� 1 I III III III III III III 111 111 1111111 1111111 1111111 IIIIIIII1111111IIIIIIIIII}11111 «..«............_<. k tM. p 1,1,I�I11,111,1,I11111�1 11111I1111111I111 V III I I III 1 I III 1 111 111 II I I I 1 III I 1 I 1 I ( 10 II 12 NOTE: IF THIS MICROFILMED DPAWIi•I[i IS LESS CLEAR THAN THIS NOTICE, If IS DUE Tu - - THF QUALITY OF TIE ORIGINAL_ --- -----_ ORAN 1 NC-. OE 62 8Z 12 82 S2 ►2 EZ 22 12 02 61 81 LI 91 SI r1 EI 21 11 01 a 0 L 9 S b £ Z Ia.r`r ,ul�nnlulflnnlunlnulDnlfulluulfnllUl,1,p;11„Iluulnuhnllnfl�uu1111111ht1lUIlI11111t11II111111111t1111111111111111111111111111111111Nt11'i111tIIt11111IIII111111ItII1111111111111111�I1III1111�1I11111I11111111111111111111!�IIIIIl1�11I111111111�11�1I1111I1111111�IlU�ll11 APRIL 11 1991 r - BLDG. #2 O.H. ' / 5 A21 Mill z / �) / _ n @ ROOF � Sl CL AL2 i7i411.z 1 �- FOR-CCNNECTIL,N �y// I1 IZ Y� TO EXISTING BLDG. suj - w W o `NORTH ENTRY _ LL z L) / ► gyp- 1 2 3 4 > S 6/ \8 9 10 [106 F1 v _ 1� 3.� N (J a z nj 204 ' 6 " - - SIM. Z - -- - - -- -- _- -- - o,n i t 9 - 28 0 ---- _ - - - __-- 12 0 --- -----_ _ 280--- 11_- 9 �,z �An2 � z� - - 8. Q cn Q N / rr r n " r " r n " " - , " r " r " I. Il. � l� ` � pF�-N %NORTH ENTRY ADZ �� 13 0 15 0 _ 0 0 20 0 -_ 20 0 - -__---- 2.0 0 _ - 20_ 0 _- - _-- 20_� -_- __ __ -- 1 S 0 __-- _-- 15 0 _ -- 13 0 Q 0 (00(-) 6�v� - fed Q c F1 J O � 7-' Ab•21 ,/ \,\ I 3.7 ` I 1 BLDG. CONNECTION � BLDG. #2 I I I I _ � / 7/ e.•� 08 -- I QJ � •,� I I r; - -- �� 82 .2 Scale 1/8" = 1 ' n Ln p- / TYP. 3 7 - � O 0- r7T 11 5 '� I I I I TYP. -.- D -I - - -- _ .__ ----- - - _- _ - - ---- - - - ---- - - + ---_ -- - -- LEI I �{r 9"A( 2` 8. o 25 I TYP. O.H. j `� I v UJ o 111 , R.D. -/ . ' 11 i3 W 3.1 p• G�� 193.S ' r Fop �� EX I TWAY LEASE SPACE ,�, /PLANTS F 3. S �` �/ P2C� I a 113 F7 ll" �J S- o i P LEASE SPACE [115�F4 11 10 F� Z .6__ r) r• `' rJ � , I I ! I I I I ;'��., Op'� - BOUNC;;RY OF PARKING N � o O 107 F4 1 -] 1 ! STRUC�i �E 4 17 ' 0 " CLR . P3A P3A O �'O• C 3 0D 1 i� F-F EL.E�/ 2 PROVE W �� e• \ ,� 6 I9B,c STAIR fl -T� 8. o I P3A WINDOW N oa OPEN TO BELOW `� P .2Fu•ll.z: 11- L - / 104 FS �- ,•�I 10 20 -- ; -- - 8.4 Sim. �� - --- �/ ,,cD 17 I I ul 1 B 5 1�� I -- I P 3 H _ P 3 R / -- - .. S A \�- �� Et_ (yll o Z 2 9 - II P3C 04 D '� tt tt2 13B 27 18 r- z7 ..._ 1 \ 14 m �_l \ �P -- - - -- PZD I ___ _ 4�/� 22 P3CX!- 3 --- --� w RADIUS POIPJT0 CO II I I I � : ' 11 " P:3C i -3 ' 11 " P38 O1 * -- I - - 0 00 3'7 -/4" - -� --3'7 3/4"--- 28 -� 28 jic 29 - --- 1- �---- N N I ------ - - o N --� - -off. 6,8„ �� ,0„ 8 '0" 12 '8 1/2„ r r, � 6 S2` � 6 1281/2 6 74 82 10 a � _ I I ��I - - -- ----- 4_ o I .�' o �r �� FUTURE -- - I PLAZA L OBB�' -- - 16 5. 24 14 Lz II 3• 16 0 11 `) �• ELEVATOR 9 N LSV TOR LOBBY PARKING LOBBY C7 o R3.6 3 1 _ _ 0 111 9 v ] 1 4 - MEN WOMEN - I oo I I 2 10 �^. \ N o L^1 / _ �, -t - , ___ - X112 F12 .� � - O 101 � v_�] 2 2 �_�� _ � -- - ------ . 0 0- -- r---T--- - I P 3 C -- - S I M. ` 102 F 103 - a ao 1 (v � N F I I I I f'2D F.F. ELEV.. 5. S. HVAC -_ I I I - - _= iv �. In o 0 J A2.'L RAl l,l 1-T C� 201 .0, - -- -- - SHAF 22 I _ .' Cr CID �� __1 _ I 1 - --- Ln I I �I 3 ,0„ a 5.-0,r I Co 02 03R C3 (n I F EL 2 4� 18 -- -- ------ ��/ w 1 All 10 19) I P3R # uq oIe I L 26 rt - �� / �/�\ I rP3Fl� I -_ FOFOUNTAIN AND o ---0s �,�•U S �. 1 I r R.D. ® ® L- _ JSTAIR PLAN --- ----- ,O CD z S M. _/ I U) -- Q w g �0 + --- ---- { ---- --- - -- -- + -- ----- + _ I - I o 17 -- ti C0 l` w 10 ,9, �\ __, 1 S c �oze o3e P3A - �` OPEN TO BELOW- �� a) _ 1 ' 101, -� N - S I ELV. SIM. -� v / CAB PLAN �� 10 r,� f s E0.- _ 17 '0" CLR. _E0 . SIM. !xTCv� T� LE-r RM. t, 5 -< 15 ' 9 " 29'1 " O J � r) \\�� P 2 E (� TYP. Co O LEASE SPACE (y) �h ,�`. ' - 108 ---- p' 8, M �N SI R.U. 2� TYP. o N DATE: c i E• DRAWN BY: \ 5 P7R 20 Ln CHECKED BY: JPR REVISIONS: a B. T�F O.H. AS ISSUED FOR 2) _EQ. P O.H. (31 )-EO _SP__ -_1 S5 O ---_ CONSTRUCTION SOUTH ENTRY �. 6) 1 12' 13 � 1.05 F 6 V 96• �. �ca` �Q F.F. ELEV. o'IM �L� O• J9 '7 194 .0 � f Y P-REAVES .1 0, WALL EE � END KE1� NorEs D.OREGON ONE HOUR WALL 1 . LINE OF STRUCTURE ABOVE ��FQ 33 2 . BALCONY EABOVE �� \� V� 4 . SOFF I TSABOVONC . COL . (TYP) •r 0� C`� �� TWO HOUR WALL. S . ALIGN WITH MUI._L I ONS ABOVE . \ LOBBY LEVEL FLOOR PLAN 6 . PLANTER AREA NO SLAB .- /- • _ _ _ MACNENM SMO k ASS"TES,P.C. O C.-----"'-'---� �GM THE PIIOPERII'OF NON RATED a ee�,�a.a. RI°HTS REeuvc° � . AIR INTAKE LOUVER m 8. PART I TON 8 . RETP I N I NG WALL AT LANDSCAPE AREA . {- 2 �� S ,a I e 1/8 it _ 1 ' O 9 . HOF I ZONTRL T .S . 'ABO`/E °"A a o As Fs�PC �y r n 11 . OPEN METAL. GUARDRAIL V13, ` f 1O . T .S . COL . (SEE STRUCTURAL) � �R � � True I an K ROM FAFUTUR= FOUNTAIN PRIORwR rER1a,3�10l1orusn AZ � i2 . DIMENSION FROM rRCE OF BEAM . II iZ.�-g� NC -t h Nort h 13 . SLAB BLOC 0 F 1 4 . WALK-OFF PRD PROVIDE C,.-P - ti..n,� 5HEE1 _ 1S . 6" HIGH CURB X 6" WI0E .- 16 . BRIDGE STRUCTURE . 17 . HORIZONTAL T .S . BELOW 18 . ENTRY ARCH 19 . FURRED CONC . COL . W/ VENEER PLASTER OVER 1 1/2" STUDS . � 20 . HORIZ . T .S . ABOVE . 21 . PERIMETER GYP . BD . TO BE SCREWED ONLY IN TENANT LEASE SPACES . 22 . FOUNTAIN . 23 . HANDRAIL AT STAIR SEE DETAIL 9/87 .2 24 . GLASS HANDRAIL / GUARDRAIL . ' OF�� 25 . ALIGN WALL W/ WINDOW SILL BELOW . 26 . DIRECTORY JOB NO. 27 . FIRE EXTINGUISHER . "FF.I'1TT NO. 9LIF•'88of')u9 28 . PIPE CHASE 29 . FIRE CONTROL PANELS . P286500 , ( 30 . 3 HR . COILING FIRE DOOR . yyfi 79 OF 88 31 t�U2�l-Ili f[��pNo,JE . .. .�, AS ISSUES FOR CONSTRUCTION 11- 16-87 F, M<�-- a - ....-..,..-.. ...,,,- .-.. .�......u�lMI1M�. ... _._... ... :^rpt -. • -r 3D .rr __._ F j1 III 1{I Ila F11 I F 1Ia I{1 a I 1 1 .II 111 Jill I ( I 1 111 III tl F{I IIF III t .'.al I ► Ill a 1 t11 III SII 111 111 III 111 all 111 1{1 III F{1 111 IIF 111 111 1I1 111 IIS IIF Fla / • ,• I S I ( , f ) I � III � I � IIIII � � �� I I ( ;,, j'�', 1 � 1 { ( , I � ! � I I I � I I I � I �I I 2 3 4 5 - 110 `-I I _-_ 12 v 7 6 9 N01E: I F TH IS M ICROF I I_MED DRAWINU IS LESS CLEAR THAN J' THIS NOTICE, IT IS DUE To TFIF QUALITY OF Taf ORIGINAL DRAWING. Of. 6Z b2 LZ 93 SZ fZ EZ ZZ IZ OZ 61 91 tl 91 SI til EI ZI II of 9 9 L 9 s III .'• E Z 1 " ►11111 n I I n FIh1 u I F N I h u F 1►Fa a IH F 11 F Hl1II11i IN11 nNI11 Flbnl(llFahl Sal a F HhIH hlu l H uln ulnubulll n 1111E llnnl l u l l n u(l l u h n!l�IN(I u�Hnl m►h l)11 l l u l►I uI{uw u l l l nuhu{hnlllu)l{wlunl N l 11 n l 11 llll l n n lul lltwlll�LLI�II�11u�I�1�u O luhllt'tWIuH .APRIL 11 1991 i ----- OD I �II 4 // MECH�IN I ChIL- , I � , TELE - C. C) o P A 36 (n _ X Co H3.7 . F- Uj P5A c.D X- N z � C) Y. v- 215.2`-' 4 5 6 7 fl g <� 1 W __ - o z 1 2 C3 _ N C ao ^^ ow /l 216.x' TYP. W �.i z o T/ PARAPET - 204 ' 6 /1 ------ _-__- _ - - -- C`-�-- m u rn Lj - --- - _ 12 S ' 0 " _. - - -- - - 28'0" 11 19" - - U Nlk� 1 1 9 +, 28'p" Q Ll W N�N _ " �15 ' 0 " 15 ' 0 " 13 z 0 ' 0 ?0 ' 020 ' 0 " 20 ' 0 " 20 ' 015 ' ELECTRICR" n215.0' 13 ' 00 21S.2S' ROOF W/ ROCK __-- _--`_ __ -_ - - (31 ) EQUAL SPACES = ISS '-O" -- ' ' 1 ' ENLARGED MECH ./ELEC. PLAN _ \ I I I I 1 I I 3 Scale 1 /4 " 1 ' 0 1 19 I I z I zo z A 2 . ` R8.2 R8.3 R8.2/ R8.3 A8.2 - - �J'�� Al-�- duL'r �"�G�I�'t"I(:t�l�� IACtL�IraN 't'NL� 215.0' ✓ i C.uMMntJ wP lr aT -rHE Mw-RA-tal[..e.lr G-ll �1J'1f f3� ` TYP. I TYP. Ft,DA'fl!U F'Rt7/SDE I " G b6'rWGCfJ ?N F_ I� 6 I TYP. O.H. I TYP. � a PAC•.I�-TLIE GI..GARo-NCS wl•(H .., 214.5' G1.lL'f r.1G 'TIME NUM: i I r�talN Fl�g.(GC,q�e,�� a.NCi � • fTao-fH Slp�� oil - 0 19 Nei _ 15 13 C3 A8. oa A8.3 8. w � It It »� .� N UU p a: W II O 214.3' - r) P4 z o 21R.1 LEASE SPACE �� a 0 GA ' � 207 I I I I I " ' TYP. i ` f f 1 '2 15/16 �Q \ 110 \6'_ 1 '6" __- 17'6 3/4"-_ 11 1/4" 1 '2 1S/15," 1716 1/8" 9 6'4 1/2 9'10 1/2"-fol., 1Q'�111� 8 4 1/8 110 7/16 oc " I 17'0" CLR. o. p ENLARGED MEC 1 8 A8.1 S ELEC. PLAN 2. JA 105 _ J C� 4'0' 8. R7 . QI c10S __ c'1 �n -- _ _ .� t QSTAIR B ME HAN I�CgL .s. - S2o5 Feu.s.Q I11 )Oo __ P P3A �:il.(D P3R ij F8� L ' E Z SIM. o i 20 Nv 44 ID9 Pryo, P (� I N -- ---- --- - --� - ,��4 S 00 P3A -- _.__ _ D'� -1 I- -- �/ J - _ D1 - 2 P2A _ ` P3C 2 o1C 06 _. P_3R --i -II _-__- II - --- - - ----- -- li a_ IIT b 1 J MEN AlP3WOMEN P21 2 / F L o m `� m - I -'t 1 �_-__ _ °Di 202 F6 8'0" 203 F5 CORRIDOR p N oo - Ca N Lp 1 -�- - -�- - 6J -- C r I I 201 205 - I - I -1 _ --- R_ - I 201 I V 3 3, zo 111 N - 00 C3 A - w I - - --- CONFERS_ E F.F. ELEV; A5. A5. FO i Ae.2 r-� w N o 0 00 M A3. LL -1 1 + 1 0 " rT 209 r!ly 2 I �� 215.0 r» �D t I r1Ln , - 2 S M2A 2 11'2" CLR. O.H. I I In No 0 N II `° P2E 02 0 201 2 4 I II �. .. I PTC I �} _ P 2 A i- OPEN TO BELOW - `" 9 V ELECTRICAL 9 0 N (D I _ 117 I 8 N J 0 9 206 F8 _ j - I 1 W �b _ - -___ .. 00 Z w ' � C m a SDS - -- DSS --- - -.__--- D.s. r, > 'C �� -� _ - - - ---- - - - -- - - - --- + -- - + - _-- + --- + I �(B - -I--- -- -- -- - P 2 E P 3 R � � � -_ __----- ---- --- - In W .J -- 5 T -_=2E Q- 6 N 14 m AS.2 - - Z 00 LEASE SPACE �� N V J O N `� I I I 1 '0 1/4"- I i 208 F4 ll" I I I I I �Q ' 00 LU/� it ' g 1 '2 15/16" I VJ °� I 'S 3/8" 1/4" 6'4 1/2" 9" 17'6 1/b'' J �'o• s.r -1/4 +�^..- 1 '2 15/16" ^, r- (y) rt -- R.D. 6 12 m 13 15 �� R9.2 A8.3 2 O.H. O H. _ ---- -------- --- - - 3.1 SIM. i L o �/� O.H. In p 7 4 13 w �? p DATE: C:3 o - -- R8. I - Ir�-f51 21_4.5 - N �I -- ----- - -- -- -� _ - DRAWN BY: ED PA /KVB �A8.3 21S_STYP. Ul CHECKED BY: JPR R8,3 A13.2 TYP. --' O.H. TYP. (31 ) EQUAL SPACES - ISS '-0" REVIS,UNS: ---- - --- - - ---- --- ---- --- -®-.--- -- - -- --- _. - --_ _---------------.- _. - A_ ISSUED FOR CONSTRUCTION 11-le-81 ' 2 S.S' , ROOF W/ ROCK IL 13 -T%6P APE T B R9.7� 1EEFFRE"!P,REAVES 215.5' �I O.OREGOn 01 TYP T/6PARAPEH �-1 �- L Lt_ CEND KEYNOTES -Y r� �pF (D- ONE HOUR WALL � �� 1 . GLASS GUARDRAIL . 2 . ALIGN FACES OF WALLS . TWO HOUR WALL 3 . ARCH STRUCTURE ABOVE . ® MACKENZ7.E/SATO !ASSOOATES,P.C. I \/ I 4 . F-I R E RISER . 1987,N i Rl RESERVED _215.5 SECOND D LE Y EL_ PLAN f S . FURRED CONC . COL . W/ VENEER PLASTER OVER 1 , /2" STUDS . THE9E DRAYfINOS NiE THE PTES, v OF Y�WENZIE Ell t A54pgATEs PC(Y+s G . CONIC . COL . TO BE LEFT UNFINISHED IN TENANT SPACE . IU AND ARE NDT rD BE USED&k REP1(0 NON RATED - --� 7 .' PERIMETER GYP . 3D . TO BE SCREWED ON AND LEFT PRIOR IN WY 4VMER ExCEPr /M THE PRIOR WRITTEN FlRYI3�ION Of 4/U PRRTITON UNTAPED AND UNFINISHED . r` 8 . ALIGN W/ MULLION ABOVE . Scale o 1 /8 " - 1 ' 0 9 . EXTEND WALL TO STRUCTURE . SHEET lo. PIRA i✓-r�"1"ih�G�I�rIC� True Plan (`port h Nor-t h A2 . 3 OF 3`I JOB NO. P286500 I'ERM 1 T NO. PUPE380009 41.1 OF Re _ AS ISSUED FOR CONSTRUCTION' -16-8 IIIIII�Ilflllll IIIIIIIIII11111 IIIltllllllitlll11111111111111110111tIIIIIII IItill IIIIIIIIII) IIIIIIIIIIIIIIIIIIIIIIlllllllll�tllllll'Illlllllllllllll11111IIIItItIIIIIIIIIIslllllltll�lllllll •vr) - I 2 3 14 NOTE: IF THIS MICROFILMED " DRAWING IS LESS CLEAR TITAN + THIS NOTICE, IT IS DUE TO THF QUALITY OF TW ORIGINAL ------- ' DRAWING. OE 82 82 /Z 92 SZ bt EZ ZZ IZ OZ RI RI LI 91 SI bl EI ZI 1; 01 Li 4" S b E Z la„.w 1+IIINIII(III HHlNnIIHI11111INIITIIIIIIIII I}I!lIIHIInuII�11hu1hulluNI1111I11IIIINI�II�IIIII�IIIIIIt11I111111111�IIIIIII III III IIII11II11tlHlllIIIIIIII III III hod III1II►IIIllllllilllllll�llfl�lllllllt1l11lIIIIIIIIIl111111�111111111WIiliiU�lllllll11�1111111111111111tllllllllllll APRIL 1 1991 4 � f Ln ` --- \ mo - LJ C� F- CO- - -- 307 3078 M 'w O Fr -� - O I,ny LiJ B - S W O — - O CeN -- - -- - w Q Z N rn 1 ` � 3 4 5 � 6 7 8 9 10 6 Ln N 0 Z, ` 2") �- Z p Q N wac 204 ' 6 " CO� ``' mous I �, 28 :1 Y � ♦ Q Ls 0 --- 1 2 5 „0-_ 281011 1 1 _a---- v w 13 ' 0 " --- _ 15 ' 0 " 1�' U " - -----20 ' 0 " -- - X0 '` 0 '` _- - 20. 0 " -- ---- 20 '�� "- - 20 `-0 - --- 15 �0 - - 1' ----. _13 ' 0 Q T X00 ad w (31 ) EQUAL SPACES = 155 '-0" BALCONY <«l 3RD LEVEL I I , 1. ' 0ScaIe 1 /8 , � O.H. TYP.C-4) UL�lUwzP 8. - - - - - - --- ---- - ---- ------- - - -- � pLi rD ` Q --- - 0. 0 — --- - -- ------ --- - ---- �ILI � � LT \\� o I o L1L CD 111 (aJ NII \ -------------__—__.------------- QD --- ------r -_ v - 12 \ 0 r 8.3 g• �J I z `— 12 O LEASE SPACE D.H. O.H. T O 1 O 307 F4 1� x/16" 1 1 2 1 I I �J O 17'6 3/41' 1 '2 15/16" 17'6 1/8" - '9" 6'4 1/2" 9'10 1/2" 1 ' " 8'17'0" CLR. 4 1/8" ��-- L,J - -� N N �/' I I I I ENLARGED MFC 1 I /------ 7.1 -— 0° "810 -> EL C. PLAN 2. _ / \ z 00 _. _.--____— __ — __—� H N 7 STAIR A - LP3A I 'l o r>c --- \ - - 8.S - I I /)y _------ ----- .._.. _---------- - -' F-1 C� ----- --- -- - C . 1 - - - --- --- - - - to - ---._._- A STA I R B _ C - - - ------ - -- - - - -- - __- _ -- LJ J MECHANICAL D.S. P3A UP 1 P3� P3A FBZ- Cy. V P 3 R L 10 0304 JI = P3R 1 ' 1 0 " I 0 I C C I ------ II _ 1 0 855 O1R P2A – _ –P3R O (cl\1 LP3Cl 'bi I o Qj L I P31�1 I �, I I r- O N CO - cn I ---I - - 303 I I r? I -- I 3U 1 c '' — ` r R •00 02P - I I P2A 30S 8. 8. __ il R3. (V o . P2v» '� =q _ TSM I L._..-T-- I 00w _ 8. _ ICORRIIDOR - �� Li I - Ml N WOMEN 9 1301 F'T V �3C 11 '2" CLR. 10 c� o �, i O.H. O .H. �ii I e I `-- - o I o . - ------ .n 0 •- Z_ 303 FST_ 'C' 3 In F I F6 8 0` _ -- P3R o �pQ 4° 'ElP28 ole 11 - '� I -4 V ELECTRICAL CAL 303 C - P3� -r O�, a 00 m -�'c� - I P28 P3Fl cl / I I \\\ � � CL LEASE SPACE o1,- zz a: 1 '0 O r FON -♦ U. O N s I I I 1 '0 1/4"- I I I I I c O OD 1 '2 15/16" 1 'S 3/8" 1 'x_7/0" – 8'10 1/4" 6'4 './2„ 9,. –L7'�1L�".--� 1 '2 15/16" ��• \ r 8. 8•- -- - -- ------ - -------------_..._- --------------- _..__------- - rel TYP TYP N � o a O I N O �n o v( I TYP TYP a - o OA'lE: n 8 - N 3 3 _- ---- - - -- - ----_...--- - -_...___---- __----- - � ! - - - -- _ -- _—_ - -- - DRAWN BY: AAll - — _ �. - - -- ---- --- ---- — P H to C! ':CKED BY: Q8JPR —4 O.H. (:31 ) EQUAL SPACES = iSS '--0" TYP. REVISIONS: AS ISSUED FOR -- �\ CONSTRUCTION 1--16-8-7 12 13 e A, 4AYES A3.'7/ � oltE6'Nf LECEND KEYNOTES ONE HOUR WALL 1 . COLUMNS IN LEASE SPACE TO BE UNFINISHED . 2 . GYPSUM BD AT THE I-EASE SPACE PERIMETER WALLS IS TO BE SCREWED INTO PLACE ONLY . MA-nEN IE/SAITO&ASSOCIATES,I'C 3RD - 5-M FLOOR PLAN THIO HOUR WALL rmwFm3 . WALLS AT PERIMETER OF THE TOILET ROOMS TO EXTEND „„,ALLAIGNT$RESERVED TO THE UNDERSIDE OF THE SLAB ABOVE ( INCLUDING GYP . BID . ) . 4 • FURRED CONC . COL_ . W/ 5/8" GYP . BD . OVER 1 1/2_" STUDS . (NESE DRAWINGS ARE THE M0F3HTY OF -.._ .. ..— --- ----- -- -- ------ - -- --- l —_.-_� KE L T --- -- .. .--- -- - — -- -- N 0 N RATED MAc N Els o s ASSOc1ATEs: ------ S • 6 '0" SL' ING GLASS DOOR . 0tANOARENOTTOBEUSED0RREFO 11 �� _ P A R T I T 0 N DUCE) R ANY MANNER ION OF ISAWITTHE oLa I e o 1 /8 1 �� 6 2" DIA . BALCONY DRAIN . PIIIORWR�TTENPER/A15510NOFMIBA 7 . ENTRY ARCH STRUCTURE 8 . OPEN GUARDRAIL . True P I dC1 9 . ALIGN FACES OF WALLS . SHEET 10 . FIRE RISER . Nor t. h A2 .4 NOTE.. 1 . ROOMS ON FLOOR 4 AND 5 SHALL HAVE THE SAME FINISHES IMPLIED ON THIS DRRWINC. 2. ALL NOTES SHOWN ON THIS DRAWING APPLY TO FLOORS OF 4 AND S. JOB NO. P286500 1 L4u. BLIP88 X009 41 OF 80 "-" AS ISSUED FOR CONSTRUCTION 11-16-87 ., .M.9R.1Hi'.iSMFa,..,................._.._...,..,..,«...,...«........iee.+w....».,-,».,,..«,+:r.,�m.q.+w..•.«M,...•„i,......,........r..,««.,.«....eww•.n........ .a.•........,+w..nr+no•n...wrew4+hwn.'w..w+++. ..s,.++-re..s�w•i. ...�...rim r�F1Yw}rw..a+asm.r.Kw.wkMawuar-,,.. rMr'�Y•'. .... ,o....,..-__c::.nwwariK'IwN1PInF..... - .. .-. • -. w... ,....,.... II ► ! I ! r ! ILLI ! r1r ! I1rr1rl1r1111IIttlit !tirlllllrllll_!I! II II! !II11r1)rr11111111r11I111r11I ,-Ir�1! !11 ! ! I ! ti,. l ! ! II! III�� !I! .. ._ . . � �- I .1 tli 111 II III I II 111 II I - 2 3 4 5 8 7 0 9 10 NOTE: IF THIS M ICROF 1lalED �"'�'�'"'—'-� "- — '—r' DRAWING IS LESS CLEAR THAN THIS NOTICE. 17 IS DL* TO THF QUALITY OF FHF ORIGINAL --- DRAWING. A¢ g2 92 L2 9T. S2 02 EZ ZZ 12 OZ 61 91 LI 91 SI bI CI /1- t1 01 6 9 L !!h,IIInnIInIINHIuHInuIH!!IHNIN!!Irlr1I11N111rtlnnluulEOEIHuIE!!LIIIIil1111IIIIrIIUIIIII11tI11l��I�Illltrltl111111111IIIIII1111II1111t11rI111111IIIIIIIIIIIIIIIIII!!IIIIIIIIIIIIIIttI1ltUlIlW�Ull�11rII!uIIn111unl1mblulu�I'wluubml�►IluuIn1111n1IIW1111t • . APtIL i �. 991 . •- MECHANICAL N TELE t: ' W X11 — _ a 36 � � n A3.1 - .- i a F;A Z n Lu to m �I --- maac 1 2 3 4 5 6 8 9 10 , I ty N C3 x , rZ f 20416 W 0 11'n CO 28�0'r , 2 S ' 0 " --�.- 28,0- 1-�—9 - _ _ - _ U 3 .r —---+--._ —. —-- — --- --- —— -- ------ I — — w Vj N I / // // / /I I I I, 11 / I/ I /I •7 I I/ / I/ - I I/ I /I / �� F— O % L —� 0 - �.h --15-0 ••-10 , 0 —«.-- 2 C_ 0 20 ' 0 _ _.— 20 0 20 C 0 _�..��_ 0 0 ' --�}.--. ELECTR I CAS as M )a _ 131 1 EOUA_ SPACES = 1551-01, i ENLARGED MECH ./ELEC. PLAN I I I I 2VL Scale 1 ./4 1 , 0 i � — $ e. $. I I I Ncrit, Mm.T r�i wi•r�,an-1 vPI�E, -n i v, -:�-I1 -TI4 W U.- ' +U I•..' TYP. I WA1.U. N•t' 'f1F1'r rNEt_IIA1Vtc✓�,I. �cXiM hf11.4t., h'� f9,446."roV. PR W IDt� 11I LL mAwAjh&L& l:ETWtct N -VILE G u ur M1t7 , I r I ; -rHE NULZ. F-A ..� -rNr- "GA 0&" 1,111.0 F'�a►.il.1 FIB 9W6oL.A to , 1 , _j ay.Jv'1=>�L.�+ot'JI 'F�fUi� Wr'1��1-[_.-t7 p.< < •t.Y.+TI�.V �s.I.s.�1 El a o ��.wPPR�a� e 'P�uE�rrtTil'f►ot.l. 0 k6 �'• - O '� � / w I o 1 tit, ILII �I I � , O .•I I 1 2 x / $. LEASE SPACE .H. O.H. SA r, O A TYP TYP I I ! I 607 F4 '111 11 '2 15i 16" I I I �. N 0 t I CQ • 1 1 '6" I'l 11 1/�►" : '2 :5�1 1716 1/8" 10'7 7/19" 8'4 1/8" `�s'- v gyp. 17'0" CLR. \S N � O N ` I STAIR A_ I I I I I -- 7 --- - - -- _-------- - -- C . 3 NOTE. SEE DETAIL 'A1.3 NOTE: -� m I � I FOR ELEC. / MECH. P5 c 4 ( 10 ( { ROOM LAYOUT FOR I CC . �61 P3A FLOORS 7-11 . 10 � .,� Ix�I _ to � c� C �- -� - - _ _ MECHANICAL - L9 I CRL r D.S. 5 i A I R b I 1 f - .• P I P3A P3A PE 1, z 0� � c. f p,y'p � , FP TC I , � 1 06 P3A II �,1 10 r. I �� L__ P3A I . n /" I I I -4 . ----_ _ __ J �-� O NI (DI m �^ 03 I i p' I t r- ! 0, r- _ _ —_— A I . cz� Ln NI N A - •I-+ , I 1 LOI36Y i, SIM, I -- 605fj • �e�/ $. - .A3_G/ j N O o' o' rIl A\3• L _-` J� I ! I P3C I - ! ) a) ' oo I In 0.N. 0.H. MEQ' WOMEt 1601 F73= "" I jEh�ARGED MECH 1 I �,I I �v 0 Ln 2 F18'.010% E�Q3 $, �- ( I ELEC. PLAN 11 '2"_CLR. S _ � W of . 3 P2$ N ,��0a' r - so3 4 P3 ELE;.TRICAL I r-.o ,0 N , A, � ) �- I 606 F$ - I I • Q- -.I 0? ! !r _ - - - - - I --- - - — } - �-t D .S . + - Q _ —,__ _�_ ! I p� -moi I Q B - ___— - - - -- - 1 p A l I _ _— - - Ln, CL i LEASE SPACE e 0 or4 0 N IT 1/4" { N 1 i I j LL -•� S,o I I I IrI 1 '2 15;'16" IOD �, �I •``��, I 1 'S 3/8" 1 " `� 17'6.11�_ � 1 '2 15;16" f �.p� r • �\ N I0 o I Lf) ? 0- 0 01 o c 8.21 $ I I 1 ( oIo O I I DATE: T P - '� --- - --. . - - - Wiv D R A B _ � y - , Ln CHECk FD E7Y: C H 131r EWJA- ,PACIE' = 155 `0" , ' TYP • - � � � RCVr�ASSISSUfD FOR n CONSTRUCTION • ! t-SCI-[►7 KAVFs%- 00 - - F 014E HCU-0, WALL cTi itXtL : . %' UM" ;r� =°S: SPACE TO BE UNFINISHED. ll ;,rEAFF SPACE PER:METER WAILS IS J rl I� I 'C BE : , C ` "I-E ONLY . WrcxcN n'sAro a tivocultstr. 6TH - 1 1 TI 1 I` I._0``Jfr PLAN THC HOUR �vALL 3 . I,A_._S ' f:� 'HE TbILET ROOMS TC EXTE'4D a .e, tiLRr,Wsasl�nto / I ) Tn HE t> i� IL�r OF` u= S1.AB ABO\'E ( INCLUDING ;YP . SO . ) .,,E 'oe�ww-sAIaMP IPC a rot 1L ", ''• -. . .. OR, RA'ED11 �`_ . -_ S RE i �r_n�. a s,l PA , RAT t -" 1 r M,nk atm I �► i _ i 1 sl -F True- r l A2 4 1 o I t 1 . Rq,rr C , 0 7 H 1, i , Lr..1c' •1 F'0 Ci RS' 'r R' ' OSHA t AVEA';E ' �,E SNMI' '. •« 1- I ISNES '•IP'- IEC C"1 THI-r LDRANI "' (I OF 7 'I 2 . q�.L !,07E > SHCYIN' ON THIS DRAWING APPLY Tb FLOORS I � '` h joe c- 7 THRU 11 >1 . . ! I ' 1,117. I+l_IF'43E3�liii,9 E ,« rI i i� >I 4 P28VOO ,I fir- ip — ' 1 t : - I 1 it 1 1~ _.! - 11' ISSU �� Aim � - i , ... . ...-,._-.......w..aw...r..+.«.:wa ..•,»,i,S.n:�.�,"7wr ""G.«,.„....». e�'. .., `,vn �. nww+sw.. ..�w .....,..+......_-.,......,.F. .... _ " 1 I / 1 1 1 1 1 I I I 1 1 III III 111 111 111 1 1 I 1 1 1 1 ! 111 Itl III III 111 III III II 111 111 111 (�I 111 111 111 111 111 111 111 III 111 III 111 111 111 f11 111 IIt 111 111 1111111 .w ' fri .. ., , �' �,•, I , � , I , I , i , � , I I I I I I , II � tI1 � V I I I I I I I I I � I I I l I I I I I � I � I L I I I I . . ^�- ry NOTE: I F 1H IS M ICROF I LMED 5 6 T e 9 10 II I: DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO ' THF QUALITY OF TFE ORIGINAL DRAWING. OE 62 9z Lz 97 Sz bz Ez zz Iz 02 61 81 �I 111 11t bt EI 71 11 OIT6 1 It -S ft E ,nllunhullnNlHulHuhullnnluul111111111IlullUuluulunhullnNluNIlII1�1111III11IItUI1111III11IIIN�N,IIItItI11NI1111I1111Ii111I1111I1t1lI1fItIIIIIIIIIIIIIItIIliLI1111IIIIlII111I1111IfU111Ul�UhI1111IlIItIl111I1111IItIlII!fllt�illlflllllllllllllllllllNIIII1fIIWIt1f1 .AFFIL 1 � 1991 j — IL �---3 i - 6 U " F n 0 e F A3.7 \ W LJ .-- w C� W � L — ~ z� 10 � r, 1 2 3 4 S 6 7 8 c�o 9 Z 0 �- q c� w 204 ' 6 " --- - ----� W w 0Ln 2510 --. 28101 1 , 9 „ U Q w3 �r 281011 — -- - --- -- --- vi a QJ 20 0 woo _--' 0 20 0 20 0 5 , p „ 151011 _ —13 ' 0 " ^ 13 ' 0 " 15 , 0 „ , p„ 2 , p „ , c� 0nG 4 Gn.�,L 155 ' 0 " 10 / 0 // 13S ' 0 " 10 , 0 „ I �= L_Lj I 8.3 O �,P 'p0 s2. Ln tai p� ,o o �. I SIM. SIM I 1 o I I I I I O., - - --- — LCON D _-� - B R L C 0 - --- l - (_ O Zoe' �- 0 208 - TYP 1 4) / FD Lu 1 o o - i 8. 0-.H. - _ �s m 30 TYP. Z `'� . 8•� I LEASE SPACE I o1 c) 0 o 207 F4 11' I 112 15/16" a 1 ,6„ 11 1/4" 1 '2 1S/1 17'6 1/8" cy 8'4 1/8" 1F 0 7/16" w a M 1 / 17'0" CLR. 7 C . 3 _ � O N I STAIR A I I I I I m 1204 F8 - . 7. m c � 4 7 $ 68V0 S I S P3A 010 -�S� _ L-1 \ - _ -- - --- - - --- - N -- — - - -- - -- --- - -- ------- 8. - N -- -- - - 8r -_ I - -- - Ln O 0 / C ---- -- - ----- - - --- + -- --- - - } -- - — } - - - ;�. ❑ D.s. STAIR B — _ - - -- X220 F8�] \� P3A �� r0 -__JP3R P3R 5Q '-. z 3 \ El:�V . •, oo I 0. 0 20� P3R OD 1 / 1011 1 , loll --- -- p -- - I I P3C - 3 i 1 I I - - I 5• 1 1 �q� v,l ` � ao --- U I o 11 � � / I � I �' tIl N 0 N (D cn �� — -- -- 2021 203 `�J I I I LOBBY SIM. I I `_� -SSA - (�e. fie. �, p R3. 00 cv o 0 o N R3. 8. - 8. I -�P3C 11 ., `� m O.H. O.H. j MEN -WOME 11201 F9 v f I 10 o_I - cn o 0o M1-4 20- F6 8'(1' 120 F5 3'U' I 1 1 \ P3A ._— O O• Q�� N C2B 02� —� 4203 �� cr V fpr A N J 4 uu co b3 Z � O .-, r, — �— UUJI -------- i LD N A8. 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W' 5/8" GYP . BD . OVER 1 1/2" STUDS . TMF9EDRAWN011411ETHEP110PEaT of MAC"I"ZIEIeAItoA!IeOCIA1E9 PC M ii i L - --- --=� S • 6 '0" SLIDING GLASS DOOR . FANO ARf NOT TO. .",ED O�REP Scale e 1 /8 - q J O NON RATED 6MAN PARTITON E rTEN R 4" DIR . BALCONY DRAIN . CEO IN ANY pNER.EXCjPT WIT,+THE 1 . LADDER TO ROOF SEE DETAIL M'�R IMi$$IONd M.eA >I s S . ROOF HATCH ABOVE . SHEFT pp 9 . SOFFIT LINE ABOVE . ue P I an I IVOr'f � 1 NJrth 10 . FIRE RISER I I , FI12E' E'X71I-•iGUI�►-+ER A2 . 5 OF JOB NO. P286500 PERMIT NO. 19UP8800 i9 A-7 nF Dia AS .100 - 1Q„�V 11 -18-8 - ..........,....... _xa..,.�,,... _ __. . . .. . .._, I • I I I I I I I III ` IFII.-I 111 I {FII 111 111 FIF I!I FIF 1!I III FII F I II111 I III I FIF III Ill,�lllllltllllll) iI1111FllIII,IIIIIIIIIIIil11111�111111111111FllflFFIIIII1111111�11111IIIIIIIIIFI111111111�11111 ,,ff 2 3 4 5 6 1 8 9 10 It NOTE: IF THIS MICROF ILMFP DRAWIN. IS LESS CLEAR THAN T+IS NOTICE, IT IS DUE TO ,'FF QUALM OF THE ORIGINAL DRAWING. OE 62 9z [T. 9? 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IUU zo._00 � I " --- _ ----� -- 11414-li g.Ky' -- - - TT ll o FSC cn W i I . a013 Zm i � ao I - I oo m waw �a i C . 1 F urFlog. -V� 4 ,3 A � . , .� 7Gc'X�U1.1�.0. .v fn F -- _ � i 1 / - 1 - - I � f` �.G+oF GoHyo�1.1D 3.1 I IJTiL T N �� o iv = - A A N b — �A 4 Un N N �� CZ 1OD O O 3• I I 4 7 — `�–�' t'1 In � i I I Ln O O Z -4 .-. _ �y lo' P�a� �oeela7¢ _ - "3 fi�I� I 1310 I _— � � V`WALia Idol J<"a I� / I ICL ii 4. -2F& LF-4; v I' l //� -- ,J LL 7a' � \_ 2 4+ Uj s.5i `� O -- , o ir1 0 � o DATE DRAWN B -- CHECKED BY: J P R. REVISIONS: AS ISSUED FOR i CONSTRUCTION AA13' - 16-d7 IL A , JEFFREYP.RFAVb �/c_.%. a� � r WA L.-L, IXC I� ---�- K E Y N 0 T E S __ _ -- - -_-_ -_- r OREGON 41 f�.3 fr MI ` r� 4401-1IZ W Aw csasz•t�zts� i . Z_ �i6-I-� �F 1�ZC.�LI EJ �.�� ri�T. I��.e.f�• c �R�� o u�raa P- �. . PENTHOUSE FLOOR PLAN �"� "o�R "�I'`' 'm 4. ��-�� 11";�, .�,: w'�i — - - Wimp r =-- --- x�L_Ik a Tr�vJ �- �''i✓- Nlt .C_N. II I "1 j7�T1- m c� �v✓► JZF=oL1T I ^" Y I _ G II I Mbf�(1L SHEET True P I ar l r�>�<r In, JIB uLil-r North Nor t h �. PVZ— H L�L_i v�� I '-moi" x I'-r_:'' PI`I"LH PCac:.f�ET 2. 6 OF JOB NO. P286500 PEPM I T NO. BUF'890 09 44 OF 88 • STR -16-87 Ilii►�t11I111�11111IIIIl11'IIIIIIIItIIIIIIl111111111IIlIlil111�t1111h(1III111�11111IIIIIIJ1111111111111Itlllllllll(IIIIII�IIIIIIFIIIIIIIIIIIIIIIIFt11111�111111111IIIIIIIIIFIIIF't♦JFIF11 , rw.ww... rnmrenn 2 3 4 5 9 I0 NOTE: IF THIS MICROFILMEV DRAWING IS LESS CLEAR THAI, 7 1111S NOTICE, IT IS f,LIE TO __-_— THE QUALITY OF r1f 171GINAl_ DRAWING. Or 62 9? a 92 w tri: E2 22 IZ 02 61 91 LI 91 51 bl EI 71 II 01 6 9 [ 9 S d1111111111111111till 1III III 11111in111111111111111111nifhnlhl ilFu,hlulaHlU1111111111111111111101111111111111.1111111111111111 ItIIIIIIIIIm11IIIJI111111111111111111111IIIIIIlII1t11111111IlIIIIIl11oi111�hluluul111111 hn11nt1bW�HAl11u�lUl�lG��u111m�lulhul�IWln1► '� APRIL. ni 1991 , t r 1 � V - � l a a 0 co I- w zLo �"'•' Z �N 4 u a Z ' f 9 X10 h; U p ii I 2 3 q � b 7 a �a W cow u� T 204_, 6 „ -_--__ __.. ----.__..__ - _ - ________ --._.-._-_-- -- - Co : o I --- - _ 28 0' 1 1 9 - o a C.; via N 12S ' p _ ryp „ --- 11 1911 — - __ 20 0 20 0 ' 0 " __-_ 1S ' 0 " �5,.0_. UIDO 20 � 13 ' 0 " --.1.5' pX0 ' 0 „ 20 ' 0 " _ __ - --- -- - Qoa - I I I I I I f I � I 1 I I l I1 R3. I I I I 1 Ln I � I I 11 n I I •h 8 I -----� _ o W O N q U L 39J I� lJ IJ U Ll U iJ ' 1 l.J +o II �4 R 1 W 4-o Go �. - T Ip — 5 L -- ------ 7 - Z _ 77 IX 41 o I O N � N -/ LIT g (r� I C� __- - -- ` Ln O G O O M R3. to 0° Z -- a� .q.2'' o c� 1 I �w� 1- — -� o — J 114 ;o0 cn LL - -- - +0 4 g / - - +of g --------- >6 R � � N 4- � ' H' x I { LLJM O DATE: Lo 'n r / - - ----- -- ---- - —_ A/ r,, o _ � � ..�•----- - --�-*-- � _ .—. _. _.---- -- � DRAWN BY. + in CHECKED BY: REVISIONS' AS ISSUED FOR a CONSTRUCTION 11-16-87 I FFR P.REAVES . KEYNOTES LL_ -- C � kD..kIMT lki l+ �- v >'.�E�',b. ioJ i��'o � Z. �'�� pIhMG-'r1:•� �� VI�',4J►J E ROUE' PLAN �,�,�. �U Ivo.-r lo�� K�.C!5 ' PENTHOUSE � TZ Grit✓ 'i�-A�F I L F A PS ----_-- .__ ---- ----_.------ F�11=�T.L\l.- rte•='c�K�I LJ h SHEET Sc:a I e o 1 /8 " = 1 ' 0 w�� 3° C TI�IZ G�r�r-ISPo u � True P l an SPR. North fJort h A 2.7 OF JOB NO. I P286500 PERMI1- NO. B(JP8801:1i!9 ._ - I Iwo 1JULD MtLLTg&g 4`'1 OF 88 zJilli t '; • 1111 111 III III III III 111 111 111 1111111 1111111 111i1�1 I,Ilttlllll{111 f111if��llltl�j t1111111�11i1�1111i1111i1111!11 111 i1j11111'11111t11111i111'111�111�1111111,111I111,111,1�1iFt1 nw�..... ii I I I 1 1 1 1 1 I I I s 9 to II 1t NUTF: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ - _ _ ----- OF QUALITY OF THE ORIGINAL. I01M"• DRAWING. OE P,2 82 12 97. S2 b2 E2 27 12 07 61 81 1.1 SI SI �I EI Z,I 11 01 • • L 9 S b E 7 �H111111111111111111p111111111Ui1111�1111�11111pIIIII�IIIli11NIINIit►uIIIIliN111111111111111111U111Ht111111i1111111111111111111111111111111111111141Nt1111111111111111{ulliIIILIIINhIIIIIIIIitltllun1111111nt6NIb111�N1111n1hn1hlu�tgrnll+lluhiu�Illlullhluhu►luuitu► ,, _ APRIL 11 1991 KEYNOTES 1. r X 5' AIR LOUVER. 13. CURTAIN WALL SYSTBA W/ IF INSULATED GLAZING *> Ile 2. SLIDING DOOR AT B,NLC;(,NY 14. BALCONY, 3. LXvmc-1 BLDG. 15. BALCONY GUARDRAIL. 4. ROOF LINE BEYOND.. 16. PWYINED WTI- SOW. 5, PAINTED ALUM. CAP 011117. METAL tSHROOF. CURTAIN WALL SYS'.'. (ALL VERTICALS) t a. ENTRANCE DOOR. z 6, ANODIZED ALUM. CAP ON 19. BRICK EXPANSION JOINT. 0c) -N HI CURTAIN WALL Sf`ST. (ALL HORIZON'. 20 -DUSING 7, SPANDREJ GLASS PANEL (5HADE0 TYPICALLY) 21. MW ENTRANCE. ARCH, 0- ,- — a ; 22. AIR LOUVER 0 8. SOLDIER COURSE Al HEAD OF WINDOW (TYPO 23- GLASS COLOR CLEAR 14 II 12/D/bl cn 9. TEMPERED GILASS. - w24. GLASS COLOR GREYLITF z 00 10. HVAC LOUVER -J f-i Pot I/4 16 ui 0 ii. BRICK. 26. 4'0' x 4'0' PRESSURIZATION FAN z [-iv INSULATED 27. 1*0' CURB AT ENCLOSED AREA z �- T/ PENTHME 12. WINDOWS SYSTEM W! I w 2 Lnrn GLAZING 28. METAL SIDING Z r z N 0 J L Z 0 C)Lj 0 00 0 d w 0 Ld 0 Ln `4 a I- X (13 �r-- C. 0 Z w vi< T/ PARAPET Flog. 0 CC T- F-AAr2r e ROOF �—y Li 0 L.0 mew - LL1 Z f.L LLI Z L -�JZT -H LEVEL 1.7 co 41�Z� TIP 11TH LEVEL cr. P: C) 00 F— ---, - I - - 11 z Ty L J 0 10TH LEVEL P w 7— Z, 0 OD z -T VEL. 9TH LE - - ---- 4 t co —41 z 8TH LEVEL ------- Li co 7, Lo M 7TH LEV T PENTHOUSE ELEVATION A 1/4' V-101" co =w -.--I -A 17 z co ----------- --T--r77-r7---T-7 II 0 F------— — I - --- - � = --- -- - --- - — I tAt�11 A F- 6TH LEVEL w co A- STH LEVEL co W OD (\j A 4TH LEVEL goofv (e It-ITE42JOWL TA 111 01 90 DATE co F— ELEVATION AT PENTHOUSE PRAWN BY: —LL 1/4" V-101" KVB/JPF IL 3RD LEVE 'HE(.KED BY: 64� -I p R REVISIONS: 01) �A A5 -7 1 U, ?,T 00^;ZAPET 2ND LEVEL 0 =711 'CO P.REAV ATM =4� I � I I b j 23 L 1 14 k, LJ I -w E R Al ly LAND ORFB(1M —4 rcgj 0312 '71�'OF z zu 1.0 11111�, PLRZAI 4— k4ACKENZIEfSAITO 4 ASSOCIATES P,- ALL RIGHTSVIFSFRVED 170B— BYI 7f7-: L- WINCIS ARE THE PROPERTY OF HESE ORA MACAEN21,19AITO III ASSOCI CIA ----T5WER PLA7A LOBBY I L 5 U)CA "'N'01 10 SE us%rMRSP ENO,01 ,A"NeOl.EXCEPT W THE 0 NAN PRIOR WN TTEN PERMISSION Of ri SHE L I iA T", A3 . 1 bHooJr-J (S 4r** AN(5RL1Ib6 E�N XII 4 45"AN&L AT5 ATIS OF 286500 WEST ELEVATION 1/8" l '-O-" P286500 1A 12% J. PEPMYT No. Bur:1880009 1103- 46 OF (38 AS ISSUED, FOR CONSTRUG119N I Jill I ItI � 11 � I I I � I � I � ( Illi I I ( i � l l 11 .1 I I III I I I I I I I I 1 � I it 12 " IT THISM(WROFILME0 DRAWING 15 LESS CLEAR THAN D-IIS NOTICE. IT 15 DUE To TW QUALITY OF TW ORIGINAL I n 1 6 DRAW I W. 92 L2 92 %Z E? 02 17, 02 61 01 S' t" C1 21 �NIIIIIIIIIIIIIIIIIIit III I I Ih 1111111111111111111111 Ili IIIIII IIIII 11111AIIII 11111til IIIIII IIIIIIIIIIIIIUIIIII IT IIIIIII III II IIII 1111111 1144111111111111111111116 111111111111 A P R it 91 11 ji rk&,6]�7 A32 ►t.{ KEYNOTES - - tri �l3 A►NGL� I+ gI�ItOIF►�Ihl C' 413�ANC31..! 1. �'-4' x d'-0' AIR LOWER � --_- 2. DOOR AT I•fALF;ONY • 3. EXISTING BLDG. 4. ROOF LINE 8EYOND. 5. PAINTED ALUM. LAP ON -? > � 4 3� 2 1 CURTAIN w,�L m-T. (ALL voinuLs) -, \A ,I I 6. ANODIZED ALUM. CAP ON -� 15 �j I �►' g�- CURTAIN WALL SYST. (ALL HORIZONTALS) U LA i A?A i 7. SPANDREL GLASS PANEL (SMALL - 9+ Alf DRAWING SHOWN SHADED) Q & 1" INSUL. GLAZING SYSTW. ''/^� _ �` I 9. TDAP�E-D GLASS. V/ I N --___._ r 10. HVAC LOUVER. v� F T NTH -- --- - -- t - _- -�-- LU �� '- - _-- - -- - -- - I u - -------�--- 11, BRICI(. � � W G I I 12. WIN!XriVS. ` f� Q! N -- - j 11 13. CUI7fAIN WALT. $7 STF'M. LV lZV' 14. BALCONY. Q z I 15. BALODNY GUARDRAIL. N u a 16. PREFNISHFD MTL SIDING. z O U w o -- - - r O �G �(y ( A l 17. METAL ROOF. Lu (n w `t O Ln 1 N 0'. _ I/ PARAPET -- .1 _ - - _- 18. ENTRANCE LMR. �✓ � m °1 -_---- -- --- _ 19. BRIICI< EXPANSION JOINT. -r z d ROOF -- - -- --- -- -- -- - _-_ - -- - 20. MAN ENTRANCE CANOPY. h_ N Q W 21. MAN ENTRANCE ARCH. rn� - _ - - - 4 {Z 1 22. AR LOUVER. a'-o' x 7'-o' od o a:ul tp Z t7�) -1 23. GLASS COLOR - CLEAR I W O I i I (5� 24. GLASS COLOR -- GREYLITE 14 M - ER - ---- - -- - - - 25. C r' � - - - -^ --_ -- -_ COOLING T 15 --- - '1' DIA DOWNSPOUT -� Jl� - 4 -__- __ -- 27 H.MAIR LOCOR UVER-_12TH_ LEVEL - - - _ ---- -� - - -- - - _ 28. AIR LOUVER co IL IL 11 4 11TH LEVEL --- I I --- --- -- - - _-_ - = - -- - -9 - - - - - TYP,' T P. - - -- �� l I IZ 00 TYP• - J' 10TH LEVEL --- _ --- - O TYP. Il1� � q � w co I C� ----- ------ - - - 9TH LEVEL - - - - - _ - -II _ - - _ ------ - ----- - -- -- ---- _ -- -- A8 T Yop. - - -- o Co I I 8TH LEVEL --- - - -- - - - - - - - - - - - - - - - - -- - - ---- I w - - - - - --- - ---- --- _--_-_--- - - _ - -- z 00 I AAI3.1 T YP. 111111111111-1111111111111111 co __ -- -- __ - -_- -�- -- -y-- _ --- _ - -- - --- -- - - - -' -- -- - _ __ -- - - �- ._ ---- --- - -- --- --" __ --- -- -- ALL.. G ,o►S`3 `7oLAR GREY 7TH LEVEL_ , ---- - _ - - - �- _ = -_ -- - -- ur.ILE55 I�o1-cn o-►.+EntL.JI ao _ 00 O GTH LEVEL - -- -- - ---- -- -- -- -- - -- -- - - -- - _ _ - - - STH LEVELCD - -- --- _ _ O 4TH LEVEL - - --- - - - - -- - - ------. -- ------- ----- -1 . -_- - -� -. __ - -- -- - - - - - _ - - ---- _ _ --- I - N - - -- ')ATE. I - - - Midi'Ims 11 3RD LEVEL -- - -. - - - - - - - - - - ---- - - ----- -- - -- - -- -_ DRAWN_ W I / - - - - - - - - - - - - PPA/{<ve of CHECKED BY: � JPR 00 NAL ?o 1��TFOIZ 2ND LEVEL D - r - - - --- - W R.K I III HIIIIIIIIIIII 11111111ULLIIIIIIIIIIIII IIIIIIIIIIIIII. - - w ra N GO T - -- P.REAVES r - �- F F 0 - I PLAZA LOBBY - - Q - - If 'or - 201.0 _ _ - - - -- -- - _.. - - - -- - -- -- - --- - - -- ---- - - - -- ,-- - - - - -- - - - - - - - - - - - - - - - - - -- Q � - - J __ _ �- 1 I 1 {- _ I I I II I I I I- � �- I I I IJI I I I I �� MACKENZIEfSA1T0 6 ASSOCIATES.P C ---- O I I I_-- --J L__ _ __� I_ -- -� L- -� L•- ---_ A�'� �1I L_ .- __. J Igp7 ALL R.OHTB RESERVED THESE ORAWINOS ARE THE-POPERY OF i L -- _. -- _.J -._ ...- O y a�•(� �A I MACKENZIErSAIIO A ASSOCIAIES P- (u I _ 1• �O I I I, ` .1 SA)CFU ANO ARE NOl . SE USED OK REPRO P A I NL7 7Iiil - -- I A8.1 i L O I PRIOR IN AN,MANNER.EXCEPT wIT.THE 1 �.O -- I PRIOR WRI T•fNPERMISSIONOFMSA SHEET EZ o + _ UN F.2.1,4 �r 181.0' - - r: A3 . 2 ATS A.TS PARKING STRUCTURE 865�i© OF '1 NORTH ELEVATION SCALE: , 8� 1A3* 2- _0.. _-- PJO. P28650 PERMIT NI,. BLIP131�rJ009 IlF FIf3 AS ISSUED FOR CONSTRUCTION 11 - 16-87 V.111 F�lrlTl�liE1{111111��II��IllfillJillIItll111111111j11 1111{IIIIIIIIIrtIIIIIIIIIrltllltllllltllllll{IIIIFIIE,IFIrIr{111�11tEllrllllltlr�tll{rlrlryr{rtl •„w„E. - --__!_�_r_-__ 2 3 4 5 B ? _ 8 9 10 I I 1 2 NOTE: IF THIS MICROFILMED - -� DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS OUE TO THE QLIALITY OF TFf ORICINAL -_-__ -. _.__�. --- DRAWING. OE 9Z 8Z LZ 92 S2 fZ E2 22 IZ 02 St 81 LI 91 SI b1 EI ZI It OI 6 • ! ! �� 61 Z 1„"` Ir!1111111,nllnulHHlnuInHI1u11nnllullnulNrrinnllnduNltoFlnldwdw111NFlnulllu)nlllul Illlnllllllllll�llll{IIII�IIII{Ip1�11111t4111ni1{IIIIlIIIIlIIII�IIIIIIIII�IIII{Iln(II I'j1UI�lUIIUII�lU1{nn�nnlnn�nnllwW�IIIIIINu�IUWI}I11u�nulnll�IWlln1 .. APRIL n 1991 T KEYNOTES _ —! — -- 1, 7 x y AR LAMR 1& OURTAIN WALL SYSML W1 1' INSULATED GLAZING 2. I)" AT BALCONY 14. BALCOPTI. — 3. D(ISTNG W DG. 15. BALCONY CUARDRAL ---- A 4. ROOF LINE BEYOND. 16. PRfFNLSHED MIL Si7NIG A 5. PANTED ALUM. CAP ON 17. METAL ROOF. CURTAIN WALL SM. (ALI. VERTICALS) I& ENTRANCE DOOR. 6. ANODIZED ALUM. CAP ON 19. Rr" EXPANSION JOINT. CURTAIN WAD- sm. (ALL HOREmm s) 20. MAIN ENTRANCE CANOPY. �. U 7. SPANDREL- MASS PAHM (SHADED TYPICALLY) 21. MAN ENTRANCE ARCM. A05, 22. AIR LOUVER Q 0 d. 1" / /Z / I, NSUL. GLAZING SY5'TEAI. 23. GLASS COLOR -- CLEAR �IZ- Iy 9 TEMPERED GLA9d 24. GLASS COLOR - GREYLTTE 14 ,^ t' /60 10, HVAC LOUVER.Ar=0D Z60 ''O MA G rl 2 5. WEEP HOLE L ELu N v, '' F - --- T/ PENTHOUSE - -_�.._.--._ �__� ___ - _ _-- 11. emm. � f.., ' or � - --y �- - ---- - 12. WNDOYYS. I,..I I Nraot~J ��?E r� ' w a ` ern - - Z W 00 � 1f71 TYF� ` GrTYP, Ni.% f•'.Iw� tZ_ (Y co 'n cal I I IZ/6 H1 c 0 .- `� Z © Z Irl p 0 4 ----- - `(4) W (fj 41m o n a op ��&) T/ PARAPET - _ -- Y co Q I ( - - C) b _.. :.` 0 < • Q N —� - 0 _�CV --i Icr ------- -- -- __ S � 5cr0 to _02- � wmod won_ � � 1 D. � rYr (10 - - Id - — ALL. COLA" a501_Ait GEREY UNLCbS I�I�GD O f H�Rr.Ji�d. W _ 11111111131 mz N i2> (3 �P- w rr - - - 11TH LEVEL -_ ---- - - ------ _ - -----— ---- - - - cc o 10TH LEVEL----- - -- ---- - - -- - --- - -- - - �. - _ - -^-+ - _ _ -- Ion O AIS. 0 v --__ T� _ TYPE( TYP• — — — q �-- W O 9TH LEVEL 100 TYP. O 56 + v N - - ---� TVP. -8TH LEVEL - - =-_ --- =n - PON - - IIHWIWH= gum"w a" 100 O00 N co r, _ 7TH LEVEL ___�_ _- ._ _- _ --- - _ _ _ uwIII Mull 90 r co .01 1 — LL 6TH LEVEL --- - - � __--- - - -- - I 11 II II n I II c�l L N TY?. uu STH LEVEL -_ 00 W 4TH LEVEL - lo00 _ DATE: DRAWN BY: 3RD LEVEL _--- `_- -__ --_--- -- -- — KVB/PA/,SPR CNECufD i1Y: 00 I _ LINCOLN TOWER LEVi310N ': 2ND LEVEL G — LINCOLN TOWER — 9 \ IEF _ _ S i P,REAVES (old . D,OREGON — -- - PLAZA LOBBY OF 0019 • H�1�M �Ftt..ve- 23 - - 23 _— MALNEN2IEISAITOLA330GIATES.P1 oTHESE 1957.All RIONTS RESERVED `: - 11��I ♦ �4• V - �+ 'f NE SE DAAwINOS ARE THE PapoEart Or �"_"- --�� MACNENS -ISAITO%ASSOCIATES ♦C M' _._. ' p —. __...— — —1 9AI ANO wRE NOT TOB U EO OR REPRO. I .-4 \v/ pOFVM(Cj - .._ .� _ _ ._. -- T _. ..— ' \ // RWgITTEN WE MISSION OE ur3 L..�A I \ �+I �V/ E L�� V FO IN ANT AN / R A — _ r M-- N r-1- .� --; --- --- --- r __ - _-�` -- --- - - -vT.- - ---- - -- � --- ---- -� — _ _ ---- - - ----;- ;-- --— -- A'��3 r�o-rE - r IS �5 ,o.N N vlE�.1 �� I- Oil HEE1 I� I ! N E L A,ZcrE� _ - _J - i L_ _- _ J - D THE W EST E.L E.\/AT 1©N ENTrLY. oSHowN G gHawr.l @ 45° AN�II:E — A3 , � V L bHoWN E 4* ANGLE yl�owN e 4S°ANCOLE A3 .4�'AN4LG 3 PARKING STRUCTURE l I l Lb7 OF EASTSCALE:ELEVATION =8" 1 --0" JOB N0. P286500 i 1 PERMIT N0. .48 OF RR -------�— - AS ISSUED FOR CONSTRUCTION 11— 1§=—.WT __ �, „ �„► . _ _. _ . ,.w_ -- I m-��-` */- �•1'1 1 1 1 1 1 1 1 1 1 1 1 I i l l l l I I I 1 1 1 1 1 1 1 1 111 I I 1 1 1 1 1 I l l l l l t 1 1 1 1 1 1 1 1 1 1 1 1 1 { 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I T 1 1 1 1 1 1 1 1 I I 111 ► 1 t l l .•N,I�IM+..,ilr. ,-�,m_.._ :..- '�fr•�. ( - , � IIIII � I � IIIIIII , III � IIIIIIII � I ) , � Ifill ) � I � illhl opt � II � � III � III � III � I � I � IIIIIII •� I � IIII � 11 III ---- — I 2 3 4 W 5 8 _ 7 _ C+ 9 10 11 I?. NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN + THIS NOTICE, I' IS DUE TO THE QUALITY Of THE ORIGINAL —_ DRAWING, OE 82 BZ LZ SZ SZ f2 EZ ZZ 17 GZ Al 91 LI 91 51 Ir EI ZI II 01 d •1 t 1•1 S� £LI�-- z I�"'�" 1a1111I111HNNN N 11II1FuhnllIIIIIJ unlg11�1!{{INulunhNF�ulluulunlnn�n1111II1�UUI1111�I1111;+1I111111111�UIIIly111111I111111114N11111111111111IlIlIIU�IIII�II11�11UI1pI�U11f Id1I1Q�II�lI11INlllnll�lllIIIIIIIIW�IIWIIII�IIII)�illllllll�lRI�IIII�III�IIp�11H , APRIL 111 1991 .. .. .. y,,: ". :..- ...-. ,t�yy �dr.�u+n..••i.�-aasww.vrsusm.za.•a. �";7 !'SrsN!E'7S.�Ai�6974'k5MidCFN' nxY4',�R�IvFA1Xi'PFFtN�P�lf@fT�"._'__.__...,.�Aw.+w•r+,+.w....x.___....---._.._ .. _. 1Or.I KEYNOTES 0 --- 1 • A� A Al2, - 1'-0' z 5'-0' AIR LOUVER 51�owN a a6 iaNGIL�.� ,. gMOWN 4b' A L. z� e i 2. (loop AT BALCONY 3. EX6114G BLDG I --- - � 4. WX)F LINE BEYOND. ] 5. PAN11D ALUM. CAP ON CURTA1114 WALL S`I (ALL VERTICALS) O 1 6. ANODM ALUM. CAP ON A3'I1 N CURTAN WALL 5151. (ALL. F10RQ0►•IrALs) � n 7. SPANDRt1 GLASS PANEL (SMALL o SCALE DRAWL &40WN %FADED) 3 4 > / e. 1" INsuL. a�zrrc sr�Il. _ � 2 5 .> 8 ,) `� 7\ j 9 ' v1�� 9. TEMPERED Gum. (/) z 10. HVAC LO NER. \ W 4 I 11. BRICK. l-.' (�� 9 � 12. WINDOWS. f 7 N� At 1" ) A�9 � �3 2� -,� 13. CUR'AN WALL. SYSTEM. W Q z � 'c' b I r'I• G 1 4. HAI G z r I _ — 15. BALCONY GUARDRAIL. 'V a 101- ZO N SiDA`1G T/ PENTHOUSE _ _- - - - I. 1 ... _ - O -- — ---- -- - ----._ 16 PRE1:TJSHED A(Tl.. 17. ETAL ROOF. w (D uj 1 S. MENNC TRAI DOOR. a m O u1, 19. BRICK EXPANSION JO . U Q 11 w cii d N r I I / 20. MAN ENTRANCE CANOPY. L -�CJ r in r ;D I �' o 4 �G - 21. MAN ENTRANCE ARCH. Q rn C c I < On .. 1 ?2 AR LOUVER 13 -0' x -Ls c u- `v- N C") I G `�`(.� I -:- -- -_ _- -- 23. GLASS COLOR - CLEAR' d T/ PARAP' T + - - -- --_ _ .-- 24. GLASS COLOR - GREYLrTE 14 25.---- - -- - � (?OLNu TOWER - -- _ -' - 2 26 . 3' ! . DOWNSPOUT w 4 - _ - 1 u.awZcC H f `� Lu ma� I - ,) LLJ 15 N � _: _ I I I 14 a - - < II STH : E'✓�� --- _ - -- - _ �( a - -_ - W 11TH LEVEL II ? Q P. 0 �..� o . 12 I � • d N 'I TYP• d - - — - _ W -- 2 _ 10TH LEVE - - -- - — — -_ I _� -- A6,1 O 7 Maw a I rat o N -- -- - — - _ 9TH LEVEL - -- 00 I Ie$•� � II II 8TH LEVEL - -- + --- � TYP .�NLE� No'r D o�a E w�is °'' - ----�- 1 I I , co IL JIL r �I co _ -- I IMMI — 7TH LEVEL - cA l �" 00 Q _ - - --- — uu GTH LEVEL -- - - -- ---_— -- -- - ui 11 - ao II N - -_ _ - - - S-H LEVEL -A Y IT- 9co .I I I� I t_j 4TH LEVEL -- - - - - - -- --- - _-- -=- -- Ali. r_ 11111111ull --- �r- i�-87 DRAWN aY: PA/KVB co CHECKED BY: J P R - — - - REVISIONS: 3RD LEVEL_ - - - --- - - - — - _ - - --- K - - - - - - -- _ -- _ ,I AS II°SbuBD vl� Gv1.ISTICUG'I�N m --- 23 - - j c1d - - - - - -- - - - � R Kv N TIZAG - l EV P.RELIVES — N EGO till Igi OF �I h - -- _ a Eti C _ vn .,vIE � 6 �• 2Q to ,r n , IGHt F L- _ 'HESE DRAWIII ARE THE PROPER OF ES Ao MAC..NO A^SAITO♦A9iQC1AAt / ---.- I L.10RD IN ANT PANME ET�C�W NM SA ._ _ - - _ _.-...._-— •_-_.- .. - _ - - - - - - __ __ _ - - - - - - WR TEN ER I N M Z 3). T i I- - --- - 1--- -- - --� _T- I 1 . Hr`s. � II �.h�4 aA I -= - I I- - - -� l__ _ _ _- __I `- --- - -- --I L- _ -- -� l_ ._ I- -- -- - 1- i .�., T - �N F E T 191.0 �A .I i - - - - _- - I f Zo AT'5 ATS A3.5 ,, 11 ,-Ed�E ' �as5�o SO U T H ELEVATION _ - - - --- - - - -- - SCALE: ,let, - _��__- - . _ I A3 . 4, P286500 r rRM 1 T NO. . HUF'88i 1Cu,19 49 CII" 88 - AS ISSUED FOR COflurdliON 11 _- _._. 1 111 1111111 1111111 1111111 111111111111111 III 111 111 1)11111 If'1 III 1111111 111 III II IIII 1.11..111 i11l111I111 I.',11fa.'., <;< .ten..,...;„ ..w •- _.v.-.„ q, 111 III Ill III 111 111111111111111111 1111111 i111f1flllff11f1 to I III 12 • 1 1 2 3 4 5 6 7 Ei 9 — , NOTF: IF THIS MICROFILMED DRAWING 15 LESS CLEAR THAN THIS NOT ICE, 11 IS DUE To _--------- - ; THF QUALITY OF TVE ORIGINAL DRAWING' OE 82 BZ Lt 92 SZ 12 EZ 22 12 02 GI 91 LI 91 31 bl EI ZI II 01 6 0 L 9 SL' b £ i' I""'" .' 1111111IIIUII�tIH1nH�HnllutlUnlNltlliplllHli11111111�11U1uuhu11nu�1n11111111111111111111111111111p111HIIItIIlU11111111111111111111{I'111111111t11r11111IIInlnnlultllullnulnulunblulnl1I1J116NIhNII11t11111111111�IWIHtl�nII�IIl1�I111WI�111111111�111111W�1'1' . r APRIL -11 1991 I - O A Lo a 0 z rN- wQ M W _ Z IL \' 'Ti P�-I�t ft T �L�(o,G1� KEYNC T E.a N 0 Q � I w p 2. 4 1/2" DEEP WINDOW : YSTEM W! 1 INSULATEDw Q 0U) - _ GLAZING ui M ------ - - --- I {9) :3. (,Ai' FLASHING Y co I - - -- 4. LANDSCAPING / , < v 3 `t 5. FINISH GRADE � � Q 6. AII,iACENT EXISTING E-IJILDING = rna r� _� �� - _^T---- - --— - - ------ ---� -- -1 ---- - - 7. kE.l'A I N I NG WALL c .,,t U ca O� - - -- ---� --- - - -.- _.--- - 8. EXTENT OF BkICK BELOW AW GRADE: �G W x 0 o_. . ij. EXr'ANSION JuiN'f lo. 4°,, IZ" 0vMIZPrL-0 AJ DRAIN I L.----]L 17— YA 16 N � (Dy ►-+� z ' I O O 13 SOUTH WING NORTHWEST ELEVATION �4 Q >- 1-40 - Z W -J ° q \✓ E�,4 ICA, �% - ------- — - Z F�1 I \J - I��a I S ► -_—�_ I I I I _- L- - --��--- ---- --- _ _ 1 ---- I '9 _---- ---- -- -- - - ------ - Z -- ----- -- Aloe-_ 20 I.00 -- - - - - — __ — -- — -- — -- — -- — — — — ---- - _ � ,� 51 GONG• P� { - -- -� �._ 1 I Z � fs.Ql.�•L 'St"<*L.P1� 4 NORTH WING SOUTHWEST ELEVATION a pix {lei A3.5 1/4m-l'-On > �i121$/87 W Z ' J � r?--�' SOUTH WING SOUTHWEST ELEVATION w A3.5 1/4 =1'-0" O z —J --- —- -- L- -- -------- DATE. DRAWN BY: r 1�1CoT - _- -- _ K V B — — — CHECKED BY: jpp C,9� REVISIONS: A� � ULC vFCR FJ) T - (§JEFF P.REAVES r'!•T": —-— --- - �:- - D.ORFA911 `2► _�---_-- -- - - _ _-_ - �-- -�I•vo ��OF 0R&�� P F is;,• ZO 00 _ I M—• I �� h¢EE DPAWINGS ARE THE PROPERTY Uf MACREN2IE I SAITO&ASSOOIATES P C IM' M AND ARE NOT TO BE USED OR REPRO• D IH ANV MANNER,ExCEPt WITH THE WRITTEN P$RMISSION OP MI 0 1.1ACNENZ IGHTTOBAS90CIATET.v'-- 1\\/ AA:4t, PIMA RESERVED web SHEET W � 3�a35 II;r- A3. 5 . ATS 3 SOUTH WING SOUTHEAST ELEVATION JOB NO. a P286500 F-FIRM I T NO. I3UF'880()(:)9 — fi1 OF R A§ ISSUE FOR CANS .,, _UC 0 11 I _ ... , j l i l► 111 1111111 Ili 111 �I 11 l l t t 11 111 111 111 111 1 i t tit i 1 t t fi 111 111 1 I ti t 111 I l Ili Ili ill 111 III 111 111 1 11 111 111 ill 111 111 111 Ill 111 t l l 111 111 1 1 1 1 1 1 1 1 1 1 � 1 iii �.,,,,N,,.,r.,.,,,,�,_��... .,..,..�.. .W�.. '. � .�o I I I I ill ,�� ,.• II t2 - -.-... �.-._ 2 5 ' 9 _ -----------. � FOIE; IF THIS MICROFILMED - 3 4_ 6 9 t--�"— — •-- - DRAWING IS LESS CLEAR THAN J THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL ---- —---—' } DRAWING. OE 6t I�z LZ 92 S2 1P2 EZ 27 Iz OZ 61 81 LI 91 SI b1 (1 ?1 11 01 6 W L 9 i b E Z 1".... I IIIIIIIII I t 1111 I I III I I IIIIIIII 1N1111fill 1111I IIII I IIII11111NlI?t,lmtlllulmlilH ll1111 If 111111111110111111111 IIII'I 11 III I I 1111111111 UI I 1111111 III I IIJIIIIIIII111111II I I III I IIIIIIdIIIII 11O1111111g1lt011.11UIu1111I 1111111111111110111111 11ItINu�811111Ullllllwtl111IIIIt11111tI1U111tU R' AFRI ro 11 1991 _ ,_._.—_...._..:rPw,..........ru...._ ._--_..._.._. +. w k, I ;• I a1 s.�'"y .. r i - •'... .T I Twill Vill t ($ KEYNOTES: Q a` 1 . FINISH GRADE cn 2 EXISTING GRADE v/ ! MfeG sal I ,,►�goo r�l — z fl Root') - I -Yol i. WATERPROOF MEMBRANE W/ BACKEk BOARD W L,C _- — �"J- 4. FREE DRAINING SAND OR SAND 6 GRAVEL W w 0 6. METALALOUVERO@ PENTHOUSE SCREEN WALL w 7 . COLUMN BEYOND _ ` Q U Z 8 METAL ROOFING EYOND 2O) 1-j - - - - 9 GLASS HANDRAILB4 SKYBRIDGE - INTERIOR z O �. 0 p 0 �- I� �!'4 3S I I ---_-� 10. OPEN METAL HANDkAIL D SKYARIDGE EXTERIOR w 0) w 4 O tn Ps a.IK 1 (r 9 11 . ELEVATOR PRESSURIZATION FAN �,/ rn T I►J(CKioR - ------ — _ _ 12. PILE CAP AND PILES @ COLUMN BEYOND i I 13. SLAB ON GRADEU ; yr Q a 14. 2 HR. SHAFT WALL t 15. SUSPENDED CEILING - 2'X 2' GRID Q r7 (Q I I 16 CONCRETE SLAB ON STRUC'fUkAL STEEL. 06 o 0 u� -T/►IK �. L _- - - -- 17 . MARBLE WAINSCOT' (t ELEVATOR ( ;VPICAL I .1 0�~' IQtV. I I"i j l8. METAL ROOF W/ STRUCTURAL STEEL F LO 1 5. 1 ' -O' GAP BELOW ':,GREEN WALL 20. 1 ' -0" CURB ON ENCLOSED ARFA WALLS •'' P fir• '341'LG - ----- 21 . FABRIC PANELS 6 ELEVATORS (TYPICAL) 22. ROOF HATCH 24 . ROOF ACCESS CESS.�LADDER �z -- � LLJ ❑ �5 NOT USED i I ❑ I 26, ELEVATOR PIT' BEYuND 1 '27. RAISED SOFFIT' CEILING AT ELEVATOR LOBBY- VENEER PLASTER � �Q - , I—lrw F L R I 28. CEILING AT COMMON CORRIDOR- VENEER PLASTER ITYP. I Li �l_EIiA?Of2 � lt�FF�oE `?PAGE IL - 10 �H F-u Ft w 4 Z v 1 � LLI f E t-03,1✓vLi Ll — - --_ ❑ ❑ � � O IL Li ❑ NJTE - �' FI.. ! GE T wHCRls S AIKWr-I l O Gut-r A7' ibLAiL-0iIllll LINA J all1 R. — - F " c 2,11 - --- --- - ❑ - - 1 CJ T« F R 14 Lu ❑ et 2 a �•\ 1�4. p� TH F-,..,.L - \ LEA.'6E �PPG� F1 All T, L Ill 94'10,S T --- - -- — --- =--- ❑ � I _e.---- -- ._ -�_� ,_�--_----_. — 1 J I _ � ❑ \ � I I ❑ ii � ', af�l i I I �} 3_ will T Iw Fr E Z 2'1.6.<i' — ---—--- I DATE: ❑ �� -- _ I I DRAWN BY: cl� / 6 ❑ - -- 1 CHECKED BY: 2P+o F REVISIONS; Ab I�L4E0 l All*1v I �O�TH I will ol — E� n ., � r J � ! I I T �I � � —I I I � � � {!�•, > � �If tlll /i V ! III 0F O�C�. -- —-- 1 ktt -�� +tJ _ —.—il�.0 u..1L�111,1_ _ _ 1 _ —-� �► .— I r-- -- -- '�-- l r `� 5 I Pa•aKrx>e �TRvGT�KC I I I _-- _ I (HESE DRAVIMIl ARE THE PR011 OF I I n �y I �A r o f �1 n n n n n n , I r' �r r I 1 I I r — ._ L ', Y J — _._ __—_. 1--�-- — I O r(fJA DEIN ANY M01 ANNE�E�E•T WI1M'�E t 1 Ll h rl —� �— 9i^—n^1. --- •MACKENSI IL11T0 i A¢YOCIATES P C M: T r�-}1� 0 . „ r I I PE RMII�{IJN OP M,EA UIJL;ULJU�, UUIJt�U�L) I I � I - - — —Al�s lJ[JIJ11iJI.�� tr - -- .Io U lJ U U U I vLiUUU 1 I I I I I 1967.All RIGHTS RESEPVE� MA:'KEIJZIF.ISAITO 6`9iSOCIAT- 3 � (-l�Z�c.I�JC� ST�I)�.Ti_FtG� SHEET . 2 orp I-+� A3.6 A LONGITUDIINAL SAIL SECTION A3.� �s,l I,�, OF h 7 J013 NO. I T'. IIn. ElJP81; 1r . F�286500 C �I1. OfED 106u= gglip • 06 .0041 —1-11!fmoIpp, M 1�E� I 1 F R C " Y C • 4 , ... ',+:r .- ..... y - ..r•a:xanINE11UE�- urt.+rx0irlvnr_� ASC'?' .,_.r:t1,•.�. ..,.,. .... SNaN�wlr"'•nr.,.,T.i!!SY. ., - •.,th. I s . .� 1 I �Ilili I11�11T IlT'111 11a�llT 1111111 Illlllllt1111111111�T�) it111�IIIIIIIIII111I1111111111 111IIIII1111111111111111111II1T�1111111111111111111IIIIIIIIIIllal11111111111111111111111'1111111 I I � 'K� 2 3 4 - 5 6 7 -- 19 9 10 11 _ 1� Nl IF THIS MICROFILMED — ----~ h CRAWINC IS )ESS CLEAR THAN T�HISQUALlCF.OFTTHS DUE ORIGFII )NAI - -- -- PRAWINIl OE 62 B2 L2 92 S2 b2 E2 ZZ 12 04 at BI tl 91 SI r1 Ill 21 If 01 ` 9 L 9 511....,�� ti E Z ,4, k Ig1I11111111111111111111 u11nuIN11IiN111111111111111fllllllln1111'Itlnlnn1,u111111I11111111111111111111111111HII11iIIII11111111111111111111111111i1Mi11fl111111111111III1111UL111111111111p11111111U11111�111I1111111111l11111uuh11111wINU1111t1111u1llullUllllublllllulllWlllll APRH 11 1991 .. _._. ._ ..,....:,. .. .,._. r• -.. ..•e.,,r. .,:pt 4.:mnP:+knu lw-�,A17FAP,In pr .�''Z,3A, v.;;.>mr,1`+'Cb:e*h•Y... t yr�niw .11r,,:,Jn Y.J:,....,.Y`rk,y�'-MPS4i,""MN'.RG^;iL'�µ`rx,l v.p« .Iq.CRT,alsp`+NfX• .lY.;fi 1i," , _.___ ww' .-_.. _ .. -. 4w uJ _ o C] (f) Ir ( S ) -- --- - --- ---, rI LAI I T �-_ �- El,�✓.•Toll 2� � w c� $a r� Rce 41 oz 1 �4 � 2 I - �� oPE I��" F rT 23 -- -- Z w OwIk T'k 9P LJ 4�. `. , ____.._ 2 KEYNOTES: W IiJ 4 o U- ac 0) 1 . FINISH GRADE (o _, c: 1 2. EXISTING GRADE Q u z N 3. WATERPROOF MEM:+ANF W, BACKER B,.jAkD a� 4. FREE DRAINING SAPID OR SAND & GFAVI_L Q zir f - - - 5. 4'' AIA. FOUNDATI N DRAING cCiO0 45 6. NOT USED ` d 0 a A6•S /� gs TYh. 7. NOT USED 8.I �� 'F?P 9. NoT USED i 2, r,+ F L i� c� NOT USED I - - - -- � � E "3 4 I•�iCr -�---•_ _ � -�--�-- � 10. NOT USED 11 . ELEVATOR PRESSURIZATION FAN 12. PILE CAP AND PILES 0 COLUMN BEYOND - - v 13. ::"LAB ON GRADE �U 14. HR. SHAFT WALL 15. .;IJSF'ENDED CEILINIi - 21X 2' GRID .' 16. (,()N('RETE SLAB ON :STRUCTURAL STEEL 17, NOT USED OG_ II TN F V R 18. METAL ROOF W/ STkUCTURAL STEEL ---- - i. 2r-._ . 19. METAL STUD WALL B � G "1.00 20. kICK PANELS _. •^ _- � _-- _ I 21. 4-1/2" DEEP WINDIIW SYSTEM --- _ � 22. NOT USED - } --- ' 23. ROOF MEMBRANE W/ TAPERED INSULATII:IN 24. 6" ROOF DRAIN 25• NOT USiD 26. KAISER SOFFIT CL,;. A'f ELEVATOR Li i3BY-VENEER PLASTER (TYP. ) W 27, VENEER PLASTER I:'Lli. AT COMMON COkI I DORS (TYP. ) 28. NOT USED 10 ~ r �R 25. 3" DIA. DOWNSPOUT & GUTTER O 71 0 OoK �71.4 H r. E--, 7TH F R f F E 2'�S•33' t-L , IIA ELwA'1"vK EI E�,c?ol[ T 14 L iZ Lu 0 pr F E�2 S.GG' _, r y yA. zLd uj _ > u' ' ---r:5 Tk_ P E 2 71777 - J EEE_ A'-71"t --- F 2'710• r -- J II _r-� -T----- ci4� DATE� DRAWN BY: I � 1� � I"IGT/K�•L N 5 n_ CHECKED PIC 00 J 1 REVISIONS: - P-' �.oo- --_ --,- F L 2 5.CPO ,- ,aw, Lpl Ft,1.1GT,n � 1a 4>frl P.*AM 14 OF (7) IT rNE6E OMwIN05 ASE THE PROPER"OF � I _ _ �I ¢A� J I i I� i 1 IZ •MAC�RENZfErfAlrO►,WTAtE! PC Am 1 1 I I I 1 1 1 A�ND ARE NOT TO sE J CEP OP Rf O OyF[D IN ANY PERMIR of ► WIA THE vrwI J I l�OR WIIITIEN P[RM19�Ip/101 MESA • lJ l.^' L� I✓ I`� y� 19P7,ALL RIQHTS RESERVED MACIlE1111E/SAIT(16 A990CIATrti I C wr SHEET � �vo►Ta� PIT i A3.7" TRANSVERSE BUILDING SECTION OF S1 1!$0- it-on JOB N0. P286500 M IT NO. BUPE380009 OF 88 1 • 4 ISSUED CONSTRUCTION ,y � ,� r � .ro.e+tllgE�+evrA�.>:+►rc�trgw r„,, ,�.. ,. . , S EDF 9, R . y _ _ .-.... I I �I{�'►llrl{Illllrlllrlllll{'Irl�l�l{1111111{11►IIII{1(III>I11r�111�1{ri'1�111{r1111(1{Ilrl�)III) 1111{1111111I111111111111i;sllrlllll{I�II111{Irl��(IIIIII111{Illil(!I{Irll,ll{IIIItrI{I�r'Irll:ll '�r ,,, .. r, 11 I 1 P M NOTE ITHIS MICROrILMED �� "t h DRAWING IS LESS CLEAR THAN T141S NOT ICE, 17 IS DUE FU THF QUALIIV Or THE ORIGINAL - -- "-'- ---- DRAWING. GE 62 82 12 92 SZ 1Z E2 Z2 1? o7 61 81 LI 91 51 41 Cl 21 II 01 6 9 ! 4 9 I.,IllNll,ml,m�NIdN1,1NI,hNIINNInnINNI111+1uN6,1111,,,6,.,I„LI„nhndnuhn11u1r{nuluuhr,lnulunluulunlnnlnulnlrinulnuhulhull►nr�uuhnllnu{nldwrbur�rtuluulNnr�mllnlhrnllrubut! rl�nnb(u�u111uu�nulnrr�uulnrl , APRIL,, 1 -1. , 199, 1 1 r �1� , .•ew.--...— �. .ter Z 7J 1. SPANDREL GLASS 2. C(OCR CTS • 3. SUSYUNUiIU (:k I L I NG I J 4. 4 1/2, DSSP WINDOW SYSTEM W/ 1• INSULATED GLASS �•I 6. METAL STUUEi a/ b/8" GYP. HDt INSIDE FACS i`� AND 1/2' GYV SHEATHING • OUTSIDE FACS - b. Y HOUk FIMSAFIWj a/ CLIP 0 FLOOR 7 . MILK PANELir -Alto �Lc?�R 8 k-11 kIUID ,NtiULATIUN W/ STICK P1N6 HOLD O r� UFF FACE OF PANKI. 1 -- 8. 1 x 12 TILE M FOUNDAYION ---- IU ANUUIZED ALUMINUM --_ -- - - _.--- --- - .... - � Q �O 11 .------ -- --- � CD 12. LIGHT LOUVER CD DETAIL h/A .3 13. WALK uFF KAT — -ff-- C i 14 fiN'PRY ARCHWAY W - -- 15 BRITSVIEW IXX* w o T J - -- 16. :IKYBRIDGK \ , a (L' N 17. CURTAIN GALL :;YSTkM W/ 1 INSULATED GLAZING �' � -- Zq idl I S. STAIR Tu LUWEk LEVEL !'ARK!46 \ -- 1 1j. PLASTER !i(�k'F'1'I (4 FASCIA 1- N U �j 0 20. I'LANTIik _ ------- 21' AKPeTCATTiiiACl:', Aa RISERS z 0�^ � a � 2v (;uNCRILTE C,ILIIMN BEY(NJD W VI w `> Or, C 3. ilukI Z(_INTAL T (Skk STRUCTUkAL) _ a' � 24 I LLUM1NATb.D :'I I;N BAND - --- 25. GLIDING GLAS6 D(K1k _ Q U 6 �� 2F, GLANS HANDKA1L/GUAkDkAIL 1 N ---- zT . NOT,USED I� N Q `� cy ~N' 'PS GACO DUCK - DECK MEMBRANE 0 6-� 1 � � U c0 O 't,�l, ►•NAG �0��✓!R -0�1C tiD� oLJI_�( . - , Q c� o_ — I CCE ylE 215.oI F woR --- — - -2 r L.two w/Gl.. \ J U- � 0 A Io Lu 9, ! 0 I _° u - o z � 01 E--4 -- r __ — ------ ni d _ • 15 � 21 - d 0 } - � I I, I I, N � I 41�♦ _ Pb�► - — --- - - — - — I --_ �i —� - � II � I •J v - - -- Ak I F(.v� DATE: '; - /cA d 7 DRAWN BY: IMM I<o ` CHECKED BY: Ib AS. i I I ! .► R I 5 I /AD "1 �•� h,,M I c , REVIS10r�V,: � Ag Ig�uEp Fole. Nu' clamm OF 0101 MACKENZIEISAITO A ASSOCIATES P 1967,ALL RIGHTS RESERVED ' "THESE DRAWINGS ARE THE PROBE"'Cw MACRINZIEIEAITO L A6iOC1ATEE.P C M AND ARI NOT TO IN:DIED OR RE RAO• OIIDWRITiZN/ERM 6S�IDNOE sA TNI SHEET ' A3s8 -� S CT10lV AT Agmiq .OBBY W °E TWHY �y SECTION AT SOUTH �.OBBY ---•--- 1 SECTION AT SOU H _ �- _ V-0' JOB N(). �•_o, A� �i2' t�2 P286500 1f2'= r ,. DUp88t.,4f-19 — , r"IF, FIR -- AS ISSUED FOR COf[VSTRUCTI4N 11-16-87 101 I I III 1 I I l l 11` L 1111 III 1�1 111 1 1 1I1 III 1�1 1�1 111 1�► 111 1�1 III ►I1 IIS III I1 I�, 1�1 I�► III 1I1 I1 II1 1I1 III Ilill'1 III 1�1 1 1 III III III 1 , 1I111I1 1 1 Ili 1 1 , 1 1 ,11 1 1 1 � 1 111 :....a, r 2 3..._.,. 4 5 6 _ 7 @ 9 h 2 NOTE; I F TH IS M ICROF I LMED n' DRAWING IS LESS CLEAR THAN / THIS NOTICE. IT IS DUE TO I THF QUALITY OF THE ORIGINAL - --- DRAWING. QE 6Z 92 LZ 92 S2 b2 EZ Z2 12 02 61 81 LI 91 SI 61 EI 21 11 01 d 9 ( 9 S b E 2 1r•"" a IIIIINnhu11u11hNJN11hn1l111111u11uuhnlhnlhu1L1111111161�1611dNnluulnullulluuhlnluldNl11u1111n11nnllullNuhullnldanlnulnnluuhnlluldlnlluulnullnlbulllluluu6N1hu1hnllnullullllu�Il�u�uublu�ullllllbull+ul�lw�u11 ,•, ' APRIL 11 1991 r - � I' KEYNOTES — — - ---- SPANDREL 6LASS I. CONCRETE SLAB r , A O cn 3. _USPENDED CEILIN6 U w {. INSULATED )WAfAl Capt' ,r 0- L' 4 a 6. BRACE - SEE DETAIL 11,A8.1 CD Ix 7. BRICK co ILl CA'_CONY NAIL - SEE UETAIL 29/A8.3 L1c) e. R•11 IL 4 D IN4rJl.I�T10tJ w `- 1 ROGF STRUCTURE - SEE STRUCTURAL DRP.WINBS wL&V I I t(Jj ITtD U c Un V1 1 I I IL. Mltl Uv 24yX1U6 ,� ? I -.3L 4Loprrp "wfA.L IZG+OF-il1G N 1 Q u- Z 4I2, FIRE 5A.PINGq WITH GL_IP N �✓ a 00 Xz O \� U LJ r'• �E 1 x/16 Z o U) m 0, co r r U3Z�a N w `n �c; QIvTNaLaSE �Jo�L.. a m 0 ag 0 od c o r cr. o a... u.J ifl --L�iuvEizEv OGI✓►�tl.11. � j CwJ GUC)Ll116 'fOW EtZ _ u N II AT r�121 METEK - - AT P�RIMET6R ,AT P�12�I`�IETlE.R _ , __T _ a UL" 7 L 0 (_) o "j � ac 4 4 i 4 E SCREEN WALL SECTION a TYPICAL PENTHOUS S / � _ \\7 3.9 1/2' : V-0" v z ^'L I rte F N r-;,,Ilc, I ZTW rl►� w�-- 12-T,' F'-N-�`�z 14 l i J ul —. `—_ — ___------------- _----_� -- �- �� SEE �*►2LaGTuIZAL OQAt,.IIN� 1- 1 __QTyp. — O F0(4 PEI-ITHOL.ISE �� ►� _ STEEL Ft2Af`'11NG( — �.. w I METAL_ �!`LK - 1 = Z x r ,A Ilk ►n �r ---- -- - -- - - -- W - '� N �' _ IDE FI,�►I`I E ��litZ W O - - �- ple&UaGTlOhJ El_t:vAlTo/L ' w - � � SHA�1" �c G E•EA5 2° -- -----. _ - �-- Reel ro DATE: / DRPA'fJ BY: IITS F N >:uZ. IITII F1►.1, FLA II �IfJ . FLaIc 4 _ — — i ____.___.—_ CHECKED BY: 14 J PK REvilllorG-�,� 4, Z1-SII EL.E�//�.7�2 �PErJI�,�• �1 P.REAVES � I ND.DRE6ON ,..�. --- _ - - ,- ---- SECTION AT ELEVATOR PENTHOUSE t 1 /2' = 1'-0' THESE Or1AWINDS ANE',%►NOMPI,V h - - EC�lTp a, wa111EN►ENwlilor pr M, , '{M{AAA��CKENZI IL11t0-AS IA! ! P C ' DyC[D IN ANI MANNEN ExC vnTH TME MAGKENZIUSAIT1,14;aSOl:1AfE5 Pf, '917 ALL RIGHTS.,!, ED SHEET Pi • �- PI AL ' ,ALL SECTIUN TYPICAL PENTHOUSE WALL' SECTIC��V �� SAL CaURTAIN WALL SECTION TYPICAL_WALL SECTION - TY C - �- _ - - ' p`'a'I _ 1/2, /2. : .1 —0* �,,' -1/2' : 1 ' A'�, 1/2' : 1'-0" ,q 1/2 : 5 —t�' T OF '37 JOB No. P286500 I''ERM I T NO. PUF'080 r09 w4 C)I c18 y. S ISS E F1 CONSTRUCTION 11 - 16-87 �. w t .,.,:N�.: ,�• � ., •,, �,-. :......... ... ...._...- ... ....` I I I 1 I•�`I":.'.I I I III III III 111 III II/ IIh,I,I1..1II,111 III 111 1111111 Iltlllt 1111111 Illltlf 1111111 111111111111111�tltlllr�lltltll �..�r:.: _ • o I I 12 NOTE: I F TH IS M ICROF I LMED "' — -•� A DRAWING IS LESS CLEAR THAN J THIS NOTICE, IT IS DUE To 9� 1rt THF QUALITY OF THE ORIGINAL - -- - -- - --- , DRAWING. Of. dZ BZ !.Z 9L SZ bZ E1Z ZZ I? o2 61 D! LI 91 SI bl EI--t'1 If GI 6 9 L 9 S' b E Z lan`x" ,gII111111111111111t11111R1{D111tUlllll111111111111111t{t61111tt{II11111111u111►Illlllllllllllllll�lllllllllllllllllllllllllllllilll111111�Illllllllllllllltlllllllllllllllllllllllllllllltl�l!;rllfllllllll�lllllll�llllllllllllllllllllltlllllllillllllBlllUllllllllll�llllll�llltllllllltllltlll . ', APRIL 11. 1901;J- 1. , I I I O C3 L , Lf - - ) ' i 20,35 KEYNOTES: SIJF.E1' A3.8 240 33 -_. ' -- - ? � o -- —. 1 . B.U. ROOF I NG `y `'' 'j) 2. MINMETALDECKING Z 3. 1 1 4. VENEEF. PLASTER CLG. II I E METAL STUDS 0 24 0 C. z 0 �' :,1 3 5/9" 20 Gn o h. 1/2 r4EVEAL i.J Q p in nl 7" D.,L' IN CONCRETE SLAB FOR FUTURE FINISHES Ir m 0)b. SUSPENDED VENEER PLASTER CLG UQ ► < 9. "BR I TE,J I dW' DOOR �� 6 � 10. SLIDING GLASS IWh j N ii. SUSPENDED CLASS = rn 0 o -- 12. 1" INSULATED GLASS UNITS U o 13. OPEN METAL HANDRAIL SEE DETAIL 10/A8. 3 � o a 10 ♦. TAG _0 JVP_C - ON1: '5I015- O�JI► �5, I-•Ip.r.1 (�p�L.� �"s. Cyc� z:�r'RUG."L)Rd�� = i�. pf`1oPIZEt� t>�,JMII.�uM a: r M I - 3 10 UJI z ail I Lo a ---- d N z WOMEN 1 � I - - —1 _ rV_1 / r I- -- -- - -- -- 1 -.1 �"♦ 1 - Ab. — b v N I6. DATE: ' /(o-67 V PRAWN BY: CHECKED BY: Piz REVISIONS: I I • 81 K.V6 �d _ A%4:, IS'�1.F_P R�I7 —� i A.� 5 4IO tJSTtZI.JG,'()J IL I _ I -- - - --- -- - - - - - - - - T, P VE -- - l4 4 - ('0 r OF 00' MA.xf NZIFISAITO&ASSOCIATES CC _ VII I , )e,ALL RIGHTS RESERVED _. ► - I .. ' - ' e N e n ^ • —.._ ._._ — — .__ II II I N111TN'EN PEO flME9E DRAwIN08 ARE iNE 40►ERCTv MACKENZIEISAITO•Af9OCIATESf l' • CO Mt MNNEREXEfwIf o Aw"ONOf M:SA Sri' 2'-v 4'-dl I a_ — -- 41- I A3. 10 L I L- - J F - I I— —1 -+-- ___ ------ k--- 14 - r L 1 J OF '1,� 7 JOB NO. C 2 W ALL SECTION ATNORTH LOBBY 3 WALL SECTION AT NORTH WING P 2 8 6 5 0 0 r 1 WALL $9OTI AT NORTH ENTRY -- �- PERM I T N(�. BUP89 1/2' _ 1'—Q' &3.10 1/2 " — 1 f_Q• A, 10 1/2' JJ OF SEI �—+ AS ISSUED FOR CONSTRUCTION 11-16-87 111111-0001011111,1"Wom low, ._ mm - I �!'Itl`I'11IIIIIIItItIIItItL111I111I'IIII'IIIItIIIIIIItltllll'iI1111tilItllltlt�tltllltlt�Iltl�ltlllllillllllltllltllltllllltllll�illltlLl,It IiII�IIIIIIIIt11IIIIIIIIIIIIIIIIII�III{tIl{II111 _•-. _ �t 2 3 4 5 6 7 8 9 10 11 Ig ' NOTE. 1F THIS MICROFILMED I f - _.-- - --- DRAWING IS LESS CLEAd THAN THIS NOTICE, IT !S DUE TO _ "r THF QUA'.I1'Y OF TIE ORIGINAL D^AWING. QE 62 92 a 92 C.2 b2 E2 22 IZ 612 61 91 LI 91 SI b1 EI 21 II 01 6 9 L 9 SII----- rII EZ I'�oil. If11Il.nItHllunhnllnulu�llnulnnlUtlIIIIIIi1111uvltuthnlhnllunleulN1111111II1NI111IIIIIIIIIIIIIIHIIIItIII1tII111IIIIlIII!II'IN IIII�MIIIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIiIII11I11lIIIIIIIIJIIINNINHIIIIIIIIIIIIIIIIIWIH�WIIII�WIIIIlIllIlI1111I111{�1�1111 .� , APRIL 11 1991 '`�,�;; T. Y?�t , � �:. tr �. �.. ,...�,�,�., .r; a y. •_ � �1' r'� � • I� - / • - e ` �' 1 ' I II � II zg 0 o I �L.�`,✓�'To��__�� .�►.J 2 fZ��G"r�tJ ��.1►�CA Pl/.,o.I.J ___ � L,I G I-I'� so�, 1T 4 1. �H .�_ I _ _ __- { - - 00 i' _ 7777 I i I t — _ ��l�•L�l� �_ L'l� A't0� GD•I°5 G► HbNl�r•?,c�•ll. _ 7 I RRGR � 1,�1 i,�l,�Ir1SCo �d5 GOER, pETA li�— �i I��.o-_ToK DovR �►Jcs+I �iIJC� - & G�,��'1�•-T'oR GOC'S ,�"Toll ----- -- - � �-- T cn Q V cc A Q uj W � GLU• ��V to Gl.�il, Pa-I�J�I..• II I-'IIRI�©R/Pvti1��, Jo11�"r 12 �!.��'a"�'©� c©N_Tl�vl.. I'a�..11"s�y GA IJ IL r CII 1� A 00 „ rr• (� \ �r r' r 0 A4. 1 . . � . 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OE 8Z 82 LZ 9Z SZ f2 EZ 2Z IZ 08 61 RI LI 91 St bI f.l 71 II 01 6 9 L 9 9 b i Z u1NIthH1lHHlu111un1nnlnnlHHIUH1Hnit1RIIH111mInuI1111h11r11�nII111�II1111111�IMll{"I till Ill,111111111111Ill 111111111Ill 111III ilIRIIIilill 111111111111Ill IIIdlifIII Ill 11111I11111111111111111111111111if11Ill 111111I11111i1111Hll tUII11111111U11IIU11111111111111WIHH APRIL A 1 1991, 7 1 _ ->t-----•r -- - ____ _._ I - f I t�L 6wE.l..El� �/�'-- - F�''E�.► Top-T12.1�IL - - • 1�- TN4_-%1P5 ENS of 0 �n Q l,lI ► / 7'1W LA6rH IILw 3 r o V/ -- f-- cr N W-- ¢,2 I pL-�I,,�ootD Q to M I _ — z �- IJ 3 o Ix c� I c� $.3 ��},Z A4, • _ I><3 x 3' ! N ` oNER Z m w n /8 �oND GOAT' 4 W CO � o� - AST /Toy o r� 5`TL.DS wiC�)#Ina_ - -- T -- - - O.y.f /STItiNCxE/t �jA E P►�F Ht.HOUI- ICN -� I •--- --- ---•, P1 TL, L+e►T I•� Ov�2 Oldct o a- I - Rc o 0 Lfl Ut EDGE OF SLAB ��30VE I (D C 1 i I I -- - I ►'1E11bR+wN6e I I 10\ I _ 1c 2 v Ca A• 11 ' 4 I � 4 +2 / 811 o I I METAL �. / c_T/ WALL I I I .. I ., I I - �5/g x ZocrA• Mrs• � • S 1 0 „ - I -4 U, �p �o U�T�l p�T�I L-- uz "• "� B/ POLL _ h- 1 �I I __ Q 5 II D A, h')ri.• �1'f 2 F(wN?^IN nENEAAI UES16N kEAU1AFNEN S �jll' I-O' -- LRVR 3 1 I - _ - -3 0 - o I 1 I `. to - 1 ___ .,c� - ��T/8 w 2 C S , W - I n - _ r. c� s / �� -U ` G • F DF'E FCUNtAIN FLOON 10 DAAIN. + INSTNLLATIme METHODS a: T/ WRLL -� r. I ' LANI&E DAr,INS NIWEEP HOLES f.EOUVIED• AtttcN total lett only 46110 wCA flll, �j I I II I - c follow ICA F141-87 +t DIrw11d. + ALL WOOD TO BE PRESSURE TREATED Floor De• TCA B417-B7, fellow TCA F111 E7 at concrete. + MATERIAL SPEEI ICATION -B . w TIE: 7 1.+11, 114 marble is :eIrctrl Sr A/E. Nall* per TCA 6147-B7, follow W: - i I -- - - cl -- ll I Joc H- � cl -- --- - - - - - - - - - - - - - - - _ - - - - -- -�_—_ - ---- -- - — . -- / R6 6�ta L. cr. ---- — o\-- 12 y .:, I 1� F- - -- -- T N IGo 4 - IJ.I co 1<1 0 Lr) cn -— ----—-- - Y co e4l", QQ '- � CJ _j C14 y - uLn (0O LsaRl f .� --- -- --- ----fi---- - Lowwwf IVF. OG-. PLAZA LOBBY ELEVATION -- �a 44 L3 ? O O 77 O O OO - . r` 11.4 \4 A,I&.►3 �Ab,� I►es!TYP ELEVATOR LOBBY ELEVATION — LOBBY LEVEL KEYNOTES: SHEET A5. 1 �I 1. INTERIOR WINDOW _------ -- - 2. O GLASS GUARDRAIL 3. VENEER PLASTER CEILING 4. PAINTED SURFACE _ 5. FABRIC�WAAINSCO MARBLE TREAD & RISERS 6. MARBLE WAINSCOT 7. LOBBY J 8. ELEVATOR DOORS 1 9. BALCONY > -- 10. NOT USE11. D SUSPENDED 1 1 1 IZ v �C �' 12. RECESSEDI,IHTINCyFEM CEILING 13. HANDRAIL, 14. SKYBRIDGE TO PARKING STRUCTURE - p c' h� 15. SOFFIT 0 9' -0" W _ _- - 16. LANDSCAPE PLANTER 17. FOUNTAIN 16 � �' 19. NvHI L.I'SE-OGH B K 6" WIDE 20. 3/4" REVEAL ( .fYI . 1 � ` 4 ' 21. PAINTED REVEAL BD. 22LIGHT FIXTURE CENTER uN REVEAL -- \ 1- 23 SMOKE DETECTOR 2A'. 12° 12 11 .E � 2s.it z FIRCs Gol.1-(F��V Pe-t�E�, -- 4 e)KA,,15,� jpL.AC.ZuE_ \ . - R�r�;�P 1 S GvfJ '�v�.. ?N� �IG,I�►A�'TE ON �fZU�aNED P�2AS5 P_QG2LIE- DATA:: ELEVATOR LOBBY" ELEVATION — UPPER FLOORS t 5 I � /4• DRAWN 81': 6pCHECKED BY: (p '� 'vB,M �A�lr�' ,r'I Ab,A', r Ab.w ylrl I Z REVISIONS: Gv�' � II 'D It 13 )EfF E v P REM's T ANT;L OF w I'NIE®011� (A AS r4&�/I:AI. N C'I MMAACKKINZIICIATO&4,3" IA EA:c M tt - 4- A. NorroR'IN L n�f 1=L q��0lRjowal IN►!RM silloM?' TH TM6 � ACKEAZIE/5AI'o 6 155WATH I(. 1987.ALL IIIOHT9 RESFRYED -7 - y SHEET --- ---------- -- _ A5. 1 _ OF ''?j _ I 1 JOB 140, SEL?ION PARKING LOBBYELS:"AWN �'I �AII .4P286500 MAIL ROOM ELEVATIONrW-� „ A V-0' --- AS ISSUED F R ONSTR a ' , .L..,.. +rr"1, _,....,•«..-..-r..,...,..e,rw.�lralMr.•� ......... ..:- 50 GR 88 ..j.r.,N..,.M..,m.,M,.�-,.,.,n. _..,.., ..,:.,. . .. .... .... ........ .... I � �IIIIIEItIIIIIlI111IIIIIIIlL111I1111111III1I111I111I111III,II�1I111I1fIIIIlI111I111IIIlIrIII1ilIIIlIII11111I111I111III1I1111111III1I111IIIlI I ( I I II�IIIIITIIIIIIIIIIIIIIIIIIIIItIt�11111 '►I(� 2 --- 3 4 - --5 - 6 9 10 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL --' --T' DRAW ING• OE 62 AZ LZ 92 %Z bZ EZ 22 12 02 61 81 LI 91 51 - it FI z 11 01 6 9 t 9 S /�-t' -Ef. ,►9INIIINnluuhwlnnhullnDlu�IINUI1111II1t1�Uuluolunllrrdnnlln1I11UI1NIIIIIIIUU�MIi11111I11NIN111111►IIIIIIIIIIIIIIIIIIIIIiI!IIIITII1111'IIIIIItItIIIIIIIII1111111II11(IIIilI1111IIIIlI11U,lUIIINNIIIIIIUIIIiI11I111111W�lIUnI�IIIILIIII1WIUuI!IIIIIIIIIIWhIN , • r APRIL 11 199 :1 _J 1 - 0 (3 `' Q I 'S 3/8' 4 8 3 i 3 S _ 4 8 . Q 1 _ q L I,� \ �` El --* L I r) UJ o LI r E-4--p 4 z 0 LAJ 0 -ci co -tl a------------- co • / LJ %Nle lnu•I� I- CD f�z� MEN P� � WOMEN �r� r� L J U I� U o cj � ��- � ar�� ( 'TI-•ILLI"J L ��R �Y,' " � _ U�� (03 W Cwa all- 31 �-O Ab I 0o -ap p � 0.5.2 - � r �• ctl n - - - - \� O co ' II – -� W 192,9p I I'•Io' - _ `y "�`; A `� �, a 9 ' 7 7/8 " 911 1 /8 " 00 I�> 1 / ( - l r- \ I v 20 , 0 „ 1 ' 0 1 /4 " � - - - - ,� _ � Y ..J 0 Z T © I 11.�T 12 vo r--1 I� TJI ��T KoUr�l E—, JIII— - - -- ------- --- -- -— — - -- _— --- Z I g_v 1-o — - - Z O CL � W Q21 2 I _ ----- 4 O ---� 0 Akr .9 - -- J J W _ Z FA rtrt' I I�, g'7 WD DATE: CJw r� � A DRAWN BY: j 71m CHECKED BY: RE, 41 . �� 6 � II I -m. �v _ _ � lJ a A8• KEYNOTES Iti 13 1. PAPER TOWEL U15PENSER/ (-)I�POh.w 2. MIRROR FULL, H�IC.HT I,JID'*H LJI-I�d 3. METAL TOILET PARTITION JOTfiP o('r+ML-jwme) C~ r �,, ,�"fit y P.tt�vlE — - -- --- - —` . ------- - 4. METAL'bHAB BAR _ / S. �-.T BASE t �-'••+'- . (yVOPK c�` _ .�_.. CD�� _ � - ---- —-- - � els i � 2 s. P.�11J T E D Z u s•:�o��7. `'�.E r� v telE Nti b R e D.a1Eoo11 - I - - --- a l Iq. 9. �IIL.. -+61�HT iLE ►3��iti�7 �vI�E?��'.Jki1Jd� _. - n -- --�{' - �-- � I0. ' ,. L.(•� QIF,f�r.J6-,l!IZ l-�F \► - _ - - - ) I� aluet Po.re2 I%EM,tiJ.+.l� +r.I rel � w��s -� ►r II— raj��o1� MD AIIE NOD O�E' I D OP REP�4: `p �/al1 �sL'Pft'IT �y I M C MTHE Stp I,J� I, l�l{_F-Oi M IPERUI ONOFXCIPISA f I 111011 WIIITTLN ANNE SOON OF W I Lp a' I/S_, JrL r Ip�I, SGFZ�G/N — C CY, �Z M1I UI� I��F7LI�/1+-�IL)1f i9B1.ALLRIGHTSNIG TS RE ER EOATE; Y i SHEET -4 21 ,'4; A A5.2 ATC .T � °� 1 - TMJ I l��T G'v I`-'� f I�-A - J �� I- �� ©� - I,�l d�I /S� - doo NO. oNL� � P286500 PERMIT NO.' EIL'E'88Opi 15' rr� f)F Be � �1 �M� . --- - -- -` .__. r..<nww..c.,.,::..a: A.n;Fsa+.wnnai+..r;prvwa:•,..rIg9N►oY�Ynya. .« aF'q.,.,,...... ..... - „ . . NSTRUCTIQN mYer4 AS ISSUE 1 -- I III ►11 Ili III �lI 111 111 fII III 111 Ill 111 Ill III tll fIl III 11 III Itl IlI illrll�ll III I 1111 Ill X11 Ill � Il I I I I I IIIII��IIIIIIII�III Illlllllll�I�lllllil I►IIIIII _. - : .: :... 5 6 -7-- - _ a 10 -- I I_— 12 �. NOTE; .F THIS MICROFILMED —` " DRAWII ; IS LESS CLEAR THAN THIS ,OTICE. 11 IS DILE TO y ' 1HE QUALITY OF THE ORIGINAL --- DRAW I4G. 0e 82 �d7 Lz 9z Sz fpz EZ zz Iz 02 61 131 t1 91 91 11,1 c z 11 01 0 9 t 9 S b e z I"'"" ,poll[IiluRllnllupl1111 nulnulun'Iu1lnNluuluolupllpdnul►plllulluulN111uuINI�IUIIRuluulnnluulRulnllluulnitln►IItl111nnlnlllllululLluullmbulluldWlllul�ullllulhulhmlllnlnuhul�l ulluullul�llllllultlullul�lWln11 ' APRIL 11 � 991 l 1 � 0 L r� a o_ w Z ~` W ^ a Z r- d a.W _, z � - ,^\ IyV 0a 0 / \ I,r O 2ir1` W a ✓/ \\ vv (� u1 v o u) / \ co \ U d viaN d x- 0 V OA q ed C" o a'f? \\ \; 8 ♦\ \\ 3.7 \v✓^\\\ \\�--- ------- -----"r-� ----r-� --------- ---r-�----------------r-�--------H---------r-�---- �`�� ------ -�._�-- --�—•I \ I I I I 1 1 I I I I 11 I I L_J L_J L z O♦ o 0 w O / �/ ♦� I Cn / 1 J / _ n i 1 _ OPLN TO ABOVE - L_J O \\ I I L_--j L_J L_J U L__J 1 \ 11 I i J IL-J \2 R I 0 0 0 p o r ----- 3_ z 1 4 r-n /✓ 3 z w ✓ - / . > I ;--i r—� r—� r—� r—� j UJIa \\ V \\ 1 w w C, J W / / J ✓ LL W ✓ / ✓ / / DATE: / r-� r-t r-� �-� �-� I I I I j ' 'rIc"�I� I,j �.+✓_J�%F►� ,_ � I,G: !/' ��' `i 1 -'--------------J-------�•-------�-, ----- - ------- -��- -----------��-------- L �--- IN GrIIJ 1�R�-G.'T DRAWN Y: ...�_. CHECKED BY: REVISIONS:AS ISSUED FOR AL CONSTRUCTION /// //✓ B 13.Rs LEGEND KYN0TEs. JUTIT P,"IFS \\ // FULL HEIGHT WALLS 1 . EXPOSED STRUCTURE (NO CEILING) \ / �ft•1JOINT . \ / SEE A2 . 1 2 . CONTROL ETC . . FOR 3 . FURRED CEILING AT UNDERSIDE OF STAIR ABOVE . ♦\\ //, WALL TYPES S RND RATINGS . 4 . VENEER, PLASTER CEILING S . RECESSED LIGHTING [ IMCIf E'!Z[,�fAITO.AilOgATE4,�:C. REFLECTED CEILING PLAN LOWER LEVEL C ,M1.ALL MM KUM OF Scale o 1 /8 " = 1 ' 0 SHEET True Plan North North AF . I OF '61 j')8 NO. P286500 'ERM I T NO. FUF'98()CtC)9 F,r't 1:11"' F!f4 BONN— E w � F*k'Aft"Mm'&& ...... t , .w..M•�wwRcim.+.rsrMA4lrw.. h -0110- to?Y✓�'' 1fry•}�JYfI.... I 11D IIII I ( 1 1 ► I 1 111 111 Ili 111 111 III ill 111 111 111 1111111 III 11111 t1 1111111 I IIIS 1� Ilii IIIItII IIIIIj'I 1111111 11111 1 1111111 1111111 111111, 1111111 �III11111111111 11111111►11I111 y-u.,'-•-.-. O 0 I I I$ NOTE: IF Ta IS MICROFILMED ' DRAWING IS LESS CLEAR THAN J THIS NOTICE, IT IS DUE TO �� THF QUALITY OF THE ORIGINAL — _...--- ------�_ DRAWING. QE 62 62 12 AZ S2 lip? E2 OZ ql 91 LI 91 rJ1 41 EI 21 1. 01 6 9 l 9 s��//�� ► E tIIIINIIuIIIuNI1NIIuuh►ullullNuIN11II111I1N1IlulluvhnlnnduuluNI1NII11I11U11I11U�NI�I111I11NII111I1111I1111IIIIlI111111111IIIIIMIIIIIIIIIIIfIIIl1I11lIIIHIIIIIIIIIIlI1111III11I1111I11pi1111IlulIIN1I1111II111II111IIWIM91NlIIIIlL1lIlI!)IIIllllllllllllllllWlllll . 10 Y4 APRILI 11 1991 r ---EDGE OF EXISTING _> BUILDING O z F_ �? W :y o ° 71. wLIJ -S /� k � Ila o �{ zIr +v r F4 z6 t9' O ' iso, ° •Cuj o In/ K m rn z 5 y A(o,2 11,31 o o A7�. Q 0 o �• 18 i- Xa O — i 8 - - � b� Reflected ei Ind an ��. :�J 3.7� CEILING, 8 ` 11 " OI11 IeCt ion t0 EX I St B I dg . 1771 0 ° I ui O - - - - z BIC) " X 81011 RAISED CEILING A . F . F . OF 201 . 0 ' — - U o 0 0 10 2" SEE SECOND FLOOR REF . LL- t F . _ - ,' + 11 ' - 1 " A .F . CEILING `' 9 o i OF ?O If- PLAN + ��- _` - - — '� / ISI z W +9 ' -4 " SOFFIT 6 '-11_l;'�+„ �, 0 / - 7 _ +J ' -4 " I .J O _ / O O +9 ' -4 " ° W S FFIT _ —_— (, 1 SOFFIT \ o +OFRILT1 0 ° SOFFIT Q \ + 11 ' - 1 " `r \y/ Q- �F o .10 0 � nn ° S FIT I V) � , _ + 11 _- 1 +k. + 11 - 10 1 �2 " + 11F� �_ 4 SOFFI� t � I1 I �A3.6 Z FLAT CEILING �-t [� } —.�v SOFFIT _._.. — -- _� '��Q + —rr n t —f ----.--_ V _ 1 1 10 112 - ------.._ iril + r _ rr r .4, W FLA CEILING �� — I II A3 6 r _ n rr r 0. 0 _ I o 0 o t 2 1 10 112 c� oIa FOAT 1 FILING SI J -ni O 3� Q� a FLAT CEILING i7 •, I t I I SOFFIT v1 7) ° O ° +9 4 ° ----- 1 t �I / SOFFIT - OPEN TO ABOVE _ J --4 r, x._19- --- � `W I -- — - - — .4 0 S FFIT > + 11 ' - 1 " A .F- . F _.I / \• O F 2 0 1 . 0 ' 6 i —J LLQ C� Q - - w r, \ - B - Trr o % I - - - - - - o 1..1Y,i, W 1)o LLW 8101, ` O " X 81 On . \ RAISED CEILING 10 ' -3 " °` H . F . F . OF 201 . 0 ' -- \ / _ __ DATE: - _ OPAWN BY: K V B P R \ _ CHECKED 6Y: SPR rc4 / 3 - n ° 3.1 CO REVISIONS: A$.-1 START CEILING GRID ON GRID LINE ISSUED FOR 7 CONSTRUCTION 11-16-87 l_ FCEND KEYNOTES --_ -- -- --- IZ o - - SOFF IT 1 1 ' --0 " FULL HEIGHT WALLS 1 . EXPOSED STRUCTURE (NO CEILING) R<+ F►� tali► SEE AHEI ETC . , FOR E • CENTER GRID IN CORRIDOR �• •' �. 3 . LIGHTING 18 WALL TYPFS AND RATINGS . SOFFIT . 8.4 :I./; 4 . VENEER PLASTER CEILING j,, REpP.REAVES .+ ° / S , SPRINKLEROIEADS LOCATED BY SPRINKLER CONTRACTOR . � �� ' � C O/ 6 . CONTROL 8 . OM I T GR I D AROUND UNFURRED COL . PROV I DE WTLAM ORIWO / 7 . FURRED CEIL?NG Ar UNDERSIDE OF STAIR ABOVE I I'I�, OWNER FARTS TO COMPLETE INSTALLATION . ' " '0" SUSPENDED CEILING SYSTEM TYP . Y�� O� --- VAULTED CEILING 9 . . 0X 2C �Dc ° . / `J/ �-- 1 r4�AULN F VAULT � µACKENZIE/BARO k ASSOCIATES-P.C.11 - 11 R .F .F . OF 201 . 0 ' 1087, ALL RIGHTS RESERVED REFLECTED CEILING P L.A N -- L-O B B Y LEVEL THESE DRAWINGS ARE THE PROPERLY OF ENZIE/NOT k ASSOCIATES,PC 4C ►_A))ACAND A4E NOT TO BE USED OR HEOvNRQ DUCED IN 4NY MANNER EXCEPT WITH TUF PRVkt wRrmm PERMIS.HfION OF M/rA i1 scale e 1 /8" = 1 ' 0 SHEET ►! IZ•e-e, True P I an North North A6 . 2 OF JOB NO. P286500 ("ERM I T NO. E(JF'f380hH_'+9 61. OF tlE+ AS ISSUED FOR CONST'RUCT'ION 11- 16-87 ,....,..,... . ry. w - _ .M+rrr•w••«.. _ .: ......._.... .... .,c...,.1 l I I I I I I 1 I 1 1 1 111 I''....ILa....MI.I.,.LI.,. ,.,... _.- „..<.--...._ ,.. ... ...._......._.. .+wlva-•_ . I III I I t I I t 11 t I I!I I I I I I I I I!1 I I I t 1 I g I I I 1 I ate...,_ "`tIl!'1111IIIII11111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111I111II h IIIIIlII�111I111I11111) 1111111 I I I I I I I I I I ( ! 1 I I I I I ( I � I I M 7112 3 ) NOTE: IF THIS MICROFILMED 2 4 5 s 7e s IQ I DRAWING IS LESS CLEAR THAN TH I9 NOTICE. 11 IS DUE TO — THF gUALITY OF THE ORIGINAL DRAWING. OE 4-52 BZ LZ fit SZ ►2 E2 ?2 12 02 61 BI 1.1 91 51 41 EI 7,1 II OI 6 9 t 9 S tr E t ►uIuNIHnIHHIunIDDhnIlnulnNlnllll11tI111111n1IUHbuIltulhnVuulUuIN11I1111I111111fUIII1VIDIInnIHU1NIIIIIIII':;VIII I11111ttnItIIIIIUIIIIIIIIIIIIIIIIIIIIlI1111IIIIlIIIIlIl11IIIIUIlIIIInIVI+uIU111111111lIIIlIUIIItlrI111I111111111U111IUIIIIIIIIIYIIIIW11111 r APRIL 11 .1 1991 C_ --�"1 00 U `-1 . F w � « 0 cn - w cr) � z W Wb z W V) c -- z I N U jQ Zo axs v✓ C) w o c._"r) w `� O Ln YCO S � o , 0 Q 0 V) N Q L_ C) c 1- a'cra G CK ' 8 '-11 " TYP . A .F .F . w 0 -- — - Or , O o - Li - - _ - - cr 11.4 O - z m F- _� /-T - PLASTER SOFFIT AT 24 ' -6 " A . F .F . \ - - �� '.___ PLART STER SOFFIT OF 201 . 0 ' - --- 1 1, b ,I�, 20 - - OF 20 1 . 0 ' A . F . _4 6 � 1 �I R . F . F . ELEV . I� 11 " 3 a. I I OF 21S . 0 i I w Z > w 12 - - - _ Q EJ ❑ - w J w -C8) U w0 U LLJ - _ LL. - - - - w -- - +� DA 1 L: DR AWN BY: K V B 8 ' TYP_ 8 CHECKED BY: JPR A .F .F . REVISIONS: START CEILING GRID ON GRID LINE a AS ISSUED FOR �}- START --____-----�__ _- __ _ Z \ CONSTRUCTION 11-16-87 LEGEND_ KEYNOTESARC Irk FULL HEIGHT WALLS! 1 EXPOSED S T;iUCTURE . (NO CEILING) �jEF P.REAVES +j�; SEE 82 . 1 , ETC . , FOR 2 . CENTER GRID IN SPACE . cq ; � • 'r-''� WALL TYPES AND RATINGS . 3 . LIGHTING SOFFIT 4 . VENEER PLASTER CEILING , OIiWO �. S . V .P . SOFFIT AT 8 '--0" R .F .F . 6 . PROVIDE 5/8" G .B . SOFFIT AROUND HVAC DUCTS �� PENETRATING ELECTRICAL ROOM 7 . HVAC RETURN ABOVE CEILING, HOLD WALL DOWN- SEE MECHANICAL DRAWING REFLECTED CEILING PLAN SECOND LE` ' _L S . OMIT GRID AROUND _UINSTALD TION TO PROVIDE PARTS TO COMPLETE INSTALLATION TO OWNER 9 . 2 '-0" X 2 '-0" SUSPENDED CEILING SYSTEM o - --� -O— 10 . ROOF HATCH Sca I /8 11 . SPRINKLER HEADS LOCATION BY SPRINKLER CONTRACTOR SHEET � ('IIB Plan 12 . CONTROL JOINT North North 13 . FURRED CEILING AT UNDERSIDE OF STAIR RSOVE A6 . 3 0 F 'b1 JOB NO. P286500 PERMIT NO. BUF'980 ()9 ru 136 IlfiWED. 11 16-8 __- -_-...__-. _ � I ��I°1111°11111°IMI,11III111I111111111111111I1111111Ili)IIIII1111i('lIII11111�111111illlfll 1111111111 flt II11111111111 111111 1 Il111 1111111 III 111 i111o111 III III 11'I1 tl �tl °II 12 .�...... n NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN TIIIS NOTICE, IF 15 MR TO a��lr ANG. OF ATE 01118INAL I AE 6Z 9Z LZ 9Z SZ >Z EZ LZ 12 OZ 61 91 1.1 91 yl b1 EI ZI II 01 • L 9 S RMI - �-•wf E1..• t I`1•" dMIIN'rllllll1111111HIIlul1111lllullll�lllllllillllNIIIIIl1111111ullmlu;IIu11111111it11111111111111111111111it,1111III 11III IIIIIIIIIII� 11111111111111111M1111I111111111111IIIIIIIIIIIIIIIIIIIIIIIUIIIIII1uilUlllllul1111l1111111111111111t11I1ltllUIIIIIII�IIIWIIIIIII11111111tNW1111+ APJIL 11 1991 a -- t OV ' r • o O CO - C z W wo �'- zHr Q 0 � ' I , o8 Z O X201 LSI c I) w Q o Prn a m o) U wuZ(4 N Q F � a� 5M L Q to in 8 '-11 " Typ R .F .F . El w cy- O T_ r 0 _ _ - _ _ ❑ - - - - -� Ff-4 �- -- i - - - -- - ❑ lip ❑ - - - - 1 J a - o b -- - — - v - Q - — - - C2" J Z W �.I✓, U r' W ' LLJ LL - - - - - - - W • -- - - - - - - - - W DATE: TT 44 _ - -- -- - - r DRAWN BY:/ _ -- -=�- _ - - - - - �- KV8/PA 8 '-1 1 " TYP . CHECKED BY: R .F .F . - JPR REVISIONS: START CEILING GRID ON GRID LINE ..._.----_-------___. �. � AS ISSUED FOR CONSTRUCTION 11-16-87 KEYNOTES I I1 }3 L_ EC� END KEYNOTES ,�xw 44 FULL. HEIGHT WALLS 1 . EXPOSED STRUCTURE . (NO CEILING) SEE A2 . 'I . ETC . . FOR 2 . CENTER GRID IN SPFCE . i1 P.AEAYEB'� WALL TYPES AND RATINGS . 3 , LIGHTING SOFFIT t /Ji 4 . VENEER PLASTER CEILING 5 . V .P . SOFFIT AT 8 -0" R .F .F . G . PROVIDE 5%8" G .B . SOFFIT AROUND HVAC DUCTS PENETRATING E:LEC.TP,ICAL ROOM nF - ' 7 . HVAC RETURN ABOVE CEILING. HOLD WALL DOWN- REFLECTED CEILING PLAN — 3RD — 5TH LEVEL SEE MECHANICAL DRAWING 'he Se D ARE NOT ARE THEPROPIT 0 MACKENIIEISAITO 6 ASSOCIATES PC IMS 8 . OMIT GRID AROUND UNFURRED COLUMNS. PROVIDE SAI AND ARENOTTO BE EXCEPT T1 0 PARTS TO COMPLETE INSTALLATION TO OWNER PRIED MAINPER IS ONOFT WITH THE PRIOR WRITI IN PERMISSION OF MrSA -_�-_,.—�.. �_.-._�__- _ �__ __--•_---.__ __-.�--._.....-_..__- _-- 9 . 2 '--0" X 2 '--0" SUSPENDED CEILING SYSTEM Sca I e ti 1 /8 1 0 10 . ROOF HATCH MACMENZIEISAITO 5 AMOCIATEB PC 1987.ALL RIGHTS RESERVED 11 . SPRINKLER HEADS LOCATION BY SPRINKLER CONTRACTOR SHEET n1 rue P I an 12 . CONI ROL JOINT I`Dort h I port h 13 . FURRED CEILING AT UNDERSIDE OF STAIR ABOVE A6 . 4 OF '? f JOB NO. PERM 17 NO. 9UP080009 P 2 8 6 5 0 0 63 OF 80 AS ISSUED FOR CONSTRUCTION 11-16-87 i"'"- -,�11..-.., -... .. ....,.,....,. - .. . ....,._, -,.._.. .. ...._, ..., >w_..w3..,..................... ._.. .. wwrIW+MIRP. +rdr.,......,. )__...._ - .. - 011 1111— I w�lli 1�1�1III! IIIIIir lilllilllllllll 7777111 7777777 Ililil SII 11II; t 1111 111 il! II��111 111 Ill r�l Ilillll IIII1�1 777711! 7Jill17 1111111 111I1�1 >)IIIIIIIIIII111 IIII1�1'i�lllll __. - �� I I � I 5 8 -- h NOTE; I F ''H IS M 1L.ROF I LMED DRAWING IS LESS CLEAR THAN a 7 THIS NDTIC@, IT ;S DUE TU THE QUALIT" OF TW ORIGINAL DRAWIN3. �I SI b1 EI al li OI---6--0 L-9� _S -4 E z 1 DE 62 82 e2 9Z SZ 42 E2 22 IZ O2 ®i 01 LI 11111111111filuNINNII.PIInnlnrrlr:Ill,I1111111II11111N11NNIuNIIuIIunleu11111111fill 11111111I1111IINtII111111H11N1IHfill llllllill,11111r11INlII►111�IIIIIL'IIIIIIIIIIIIIIIIIIIIIlIII11I1111IHlIIIIiJ�U11Iun11N1Inu11111I1111IIWill 111IEIIIUIIIIUIlIll11I1111III11I1111I1111 + {, APRIL 11 1991 y� r ' - H. r :,1, oIn Q a, 0 z WLiu 411C ZNN CO NUr_ Q 1i 2o Z O awl w uj CDa O w `f o u) U •� f— 3 Z Q W V),< N FU- (op0 Q CJ n. a: d Ce 4- 4-- El -4-T, 0 � a z P4 3 A8 -+-- - Z Elk - - - - - 1 - - - - - - - a I XX -111iLl - - - - - - _ - - - - - - - 00 _ _ ❑ _ _ - _ ❑ -- ❑ -- z j W = _ W - - - - - - - - W �- - - - - -- - -- - - - - - - DATE: -- - - - DRAWN BY: _Tnt CHECk'EJ BY:� I 8 '-I 1 " A .F .F . REVISIONS: START CEILING GRID ON GRID LINE �\ Aa ISSUED FOR --.._..-.-----_—_ __---- ------� L� CONSTRUCTION 11-16-87 L_ EG -- ND KEYNOTES aj A14, I L jE P.Rb VES ,'err. ter_ FULL HEIGHT WALLS 1 . EXPOSED STRUCTURE . (NO CEILING; //' � SEE 82 . 1 , ETC . . FOR 2 . CENTER GRID IN SPACE . fM WALL TYPES AND RATINGS . 3 . LIGHTING SOFFIT 4 . VENEER PLASTER CEILING \/ ^r n 'S . V .P . SOFFIT AT 8 '-0" A .F .F `JC `1 �s" G . PROVIDE 5/9" G.B . SOFFTT AROUND HVAC DUCTS PENETRATING ELECTRICAL ROOM IseKEN naHTrRESEVED''EgP` -1 HVAC RETURN ABOVE CEILING, HOLD WALL. DOWN- h;7E DRAWINGS ASE THE P"OPfATt OF ACKEN21E,SAITO 6 IATES. C M: SEE MECHANICAL DRAWING AND ARE HOT TO K`f DORWE CC 0 IN WRIANV 11ANNEIq NOFMWIN I NTHE B . OMIT GRID AROUND UNFURRED COLUMNS, PROVIDE REFLECTED CEILING PLAN - 6TH -- 1 1 TH L.EVEL PARTS TO COMPLETE INDEALLATIN TO OWNER 9 . 2 '-0" X 2 '-0" SUSPENDED CEILING SYSTEM -_— --- _ - - //--�� -- __ _---- 10 . ROOF HATCH — SHEET Scale e 1 /8 -' 1 V 11 . SPRINKLER HEADS LOCATION BY SPRINKLER CONTRACTOR 12 . CONTROL JOINT Truro Plan 1 3 . FURRED CEILING AT UNDERSIDE OF STAIR ABOVE North North A6.5 JOB N0, PERM 11 PDO. SUF'13800()9 P 2 8 6 5 0 0 64 OF 88 r Al I SUED FQ0 gQNSTRUCTION 11-I 16-y8 7 e _ {... :. .... . .,:-_.., .w I ,III,►II,III,1Il,lll,�'Iflll,f'I,fIf11IIlIIf11I11�11(iii(liflflf(tif�ilt11111�IIfI�Ifl�t I►1 111�1fi I I I I I I I I I I ! 1 � 1 1 1 1 1 ( 1 ( 1 1 1 1 1 � I I ,III,II1111f11'11f1111 o.L�.........,r- f.. NOTE; I F TH IS M ICROF I LMED �" ""� I 2 34 J 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN 111IS NOTICE, IT IS OIIE TO THE QUA[-ITY -Jf Tff ORIGINAL _ DRAW I NG. UE dz 9z Lz 9z sz rz s2 zz Iz 0? 61 91 11 91 51 frl EI 91 II of 6 9 L 9 S 0 E z 11-- 4 i ,�1flNNluninnlHlliuuh�NhnfluulmllllllltlNflN1i111111111itilllllltliullllu►hm11u11eulfn111nfhf111nuhu1lu11�jlnnllullln►hrulnnhalhnf11n1lfu�ilulluubnllludfulll�u&ItuLlNhmlrnllf111IIIIlIIIIIIHHMIlII11E�INltu1lI1111IIIIIIIIIN1WI1111 APRIL 1 �. 1991 _ z Ld (7) cl) 0 cy LLJ Li fy C*4 U) LLJ < Z z. z 0 Uujo . z W CD w To-ru-) 0) co Z vi < LLJ _j L-4 0 c) (050 CaL. Al, Lu Ly 0 m C, 0 F iF-1 F I y ED:❑I-1 El -TT El d Vo -64 T— EXI z z _j uj F*I uuj j LJ LM c4 ui U. w a: DAI F -T- F-1 El �el DRAWl BY: KVB/*PfA CHECKED BY: JPR REVISIONS: A .F .F . AS ISSUED FOR START CEILING GRID ON GRID LINE CO NSTRUCTION LEGEND KEYNOTES o ) 1-16-87 FULL HEIGHT WALLS 1 . EXPOSED STRUCTURE (NO CEILING) SEE A2 . 1 , ETC . FOR 2 . CENTER GRID IN CORRIDOR WALL TYPES AND RATINGS . 3 . LIGHTING SOFFIT . EF Ey P.REAVES 4 . VENEER PLASTER CEILING S . ROOF HATCH . G . OMIT GRID AROUND UNFURRED COL . PROVIDE OWNER PARTS TO COMPLETE INSTALLATION . ND.01111131% 7 . 2 '0" X 4"0" SUSPENDED CEILING SYSTEM . P 7, MACKE ALIZIE19,AITO&ASSOCIATES.P 1967, "IGHTSAi SFAVFD rl�1114011A—GS of -r-K 0 AT!S I AND ""'o'To".uSE"?"REPRC). CUCE1-.ANS f- E%CEP sw T.E REFLECTED CEILING PLAN TWELFTH LEVEL AiOA WAITIEN PIEA-SSIO�'Jf"ST Sca I e e 1 /6 1 0 SHEET True P I an North NorU-i A6 . 6 OF S7 JOB NO. P286500 r-.E-.r,,mTT NO. Bt-11`880009 65 OF 88 - AS ISSUED FO -1§ §70 3 4 5 6 7 9 10 NOTE I F !HIS M ICROF I IMED I I I I 11!1 11111111 1 1111 1 Til I'l I I I I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE FU THE QUALITY OF TFIF ORIGINAL DRAWING. oc 62 92 L2 92 92 12 E? as It OR $I of LI 91 61 1p I EI 21 11 ol 6 0 1 9 Ca APRIL 111 1991 - - - I) '� 44 - - '/l.' 4 Z. %ItL — KEYNOTES: SHEET A7. 1 uum ri 1 . 1 1/2" DIA. HANDRAIL 0 WALL EXTEND 6 \/ I^ - - y I --_ — - - --_- - L BEYOND STAIk TREAD NOSING ` ----] f \\ L. 2HR. FIRS PROTECTION A UNDERSIDE OF 3. STL. 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TM 2H 0., %a _ Zp 1 gT14LfGTURE - 3-0 I I •- I I" � If'� G� 2ND FDIC• 2ND F (4)LA`s'R4 5 C,n-I 1=l 2 �) --- — - , - - rYI'E ')" - _ + r t- 1 -' -1 PEA L?TL.. 1� — i I � _ � � I I i I I I I ,�+�`: III IL/�•'T•t % - _--- �- � \ I , N Jh -- - I I I I I I .I u II v ,/� Lf a P3� ` -4I 4LJ'1aP• V_._ + GGu� ; rf� 253•x' i _� - -- - III _ _ 8 __ - _ 5 -113/4" C �4)T C, It'' Z -InI ��GI 3 _�, ,,_4„ 3_SqxG' - -- �° 4TM FLfZ r � 2 -ova?F?OI.. �4-2 /iG 5�- I ►— /!�� , 3 � o II �-- i HR. WALL- A �Ko �L =' VA aATF I,o d'' - �- - - - �• - DRAWN BY: MGT CHECKED BY: �R r _ -- � 0 I I _ � �r+pf_KS � r 71 lot !n " 4 TAA L.SAOIN(* 1v REVISIONS: -I��l � ro1.IbT• II-IG-s-I 3Rp r-La"IL c,-t'a„IR ��t�l►.�ra>!F� �� uav � ■LOEaIt el.A& - N Fw1Zc1,4T- r+o IZ 3 r �J PAEAVES -- ------ - FFE 201.00' d - —— �1 I•- n � f7�11111 - -- -- -21� 5-I 1 '/� EGA, tto, 1 r -- - - - - - -- - ---J- --- - - oily OF J IJP I� Ic'11J c:avl��H&R �,� — i I 12 7 . 'ql'1,N13NT'3 RESERVED N OTC g8.5,Z. 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PR In CHECKED BY - JPR REVISIONS: AS ISSUED FOR ON CSTRUCTION ,� �1-16-87 LIL 13 , h FP,EI'P.REAVES Y Y INTERIOR FLOOR FINISHES 3RD 5TH LEVEL OF — — —..— -- ---— 1981.,, .L Mmes RcscRYM Iry 14AA ,60L _ SCaIP1�8" —1 Q ��II&W. 0, True P I an Norah Norah SIIFET 12 4 OF JOB NO. NO. Cd.IF'ROCK O9 P2865Q0 '79 OF 13R AS ISSUED FOR CONSTRUCTI lops; 11,01, MIriIIRIN+I�I! ,u,s,.,r,.rIa,,,,, Agaww"..,.r�...,�• N IMI MIM+.r.Nww-wr,w+ .wM _� .urn.._._._.—__.._ _... __ I I �,{1'F1j11IIIII,1,',1,1 I,I,I,IiItIIlllili{ilililtlilili{III{Ili{IIit11111Ii11�11tI11tIiIIrr, II111I111If11IIIlIl1lIIIII111�IIIIIIII111{(IIIIII{Iilllll{III�tIlI11fI111{II�IIiI{11►I111l111 7 9 8 10 11 12 t NOTE: IF THIS M ICROF—MED ►"^ ". �.�.... �""'�'�`"" —`_-- -- �..� -- ----- _--.y I M1 DRA-AING THIS NO'IU,-E � N IT ISWE TO TILE 'u'ALI'FY OF THE ORIGINAL ------ -- -- DRAWING. OE bZ 9-.' (2 "iZ SZ hZ E:Z Z2 1Z OZ 61 81 LI 91 51 bl EI 71 II 01 6 i L 9 S �r Ih E Z VOL" .r ��!IIIIII{utlllullnr�Nnlnlllun`nrtlllltlliii{II�1(aulualu�tlt�alaultsu{u t�llll{IIIIIIIllII111I11YI11!IIIIII{ilNlllll{IIIIIIIIIIIIIIIIIIA{tntlllll{IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIII�IpIIIWII111IIN+{Iallntll1111II111IIWINBdlllllllllilllllllllll11I1111JIIluIWIIIN ' ' 1 ,..yAPRIL ,1 1991 'I , A. a t Oz LLJ O /♦/�� A Vp�I� � — W CJ Z I, 4 rn 1 2 � l4 5 � 6 �� g 9 10 N � a z 1� z a ------ — ----- -- 204 ' 6 " - ----- -- —_ - _— Ill C/) mo IaI ol!) 125 ' 0 " 273'0" 1 ' 9 - f 3 1 9 _ 281011 _-- ---- - - ---------- -------- - ---- - - ------_- U i U .J N i3 0 -- -- 15 ' 0 " 1S� ' 0 "- - - 200 0 -- - 20'0 — _ _ 20 ' 0 '-- 20 ' 0 " ---- -- 2.0 ' 0 " _ 15 ' 0" _x.5 ' 0 " -�-" __ < C> I I I I I I I I I � j Lrl _ cr Lil OD w i M U o vlk <c . CID t 1 UNziEl LID Ln C\j Nco o c) M I 1 OD � . ., .. 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IIT1 1: P286500 01) Or- M / ASSN '_i,*00 { } '..>, x',•.' .. ... y,_ Au, /►'MYrarta' :M'h3t .aW�l' l , _:,_ ' I •gl, III III 111 111 111 Itl II11�1 111 III III 111lIjl 1�1 t�) I�If� 1111,11 111!(11 111 tl, tlll111 111lf�1 111l1111111l111 IIIllllllll�ili Itllllll1t11111 TIIl1111111111 1111111 � t I -- ' NDTE: IF THISMICROFILMEC' DRAWING IS LESS CLEAR THAN y d THIS NOTICE, 1T IS DUE TO M THE VJALITY OF THE ORIGINAI. - - _--- --- -- -- -------- — -- — _ E ORAWINP. 0f- ez 9z a 9? sz *z ez zIIz Iz oz 41 lit 't1 91 St 41 EI zt 11 01 e • 1 � t':. ti EII�- z 1„•��- X1111'INIINIIINIIIIIJIINIIIIIINIIINNIN111111111111h1111N11111N1ti1NIN11MININ111t11111111h1�11Ntu11n111N;,hlnl►n111u�1nn►1n11n11Hinhnlhmlhillnuhll�unbtu11u161ubull1wh1111NIhNllllnhnlhnihwlllAlllulnulltuUlltljloblulnn�lwlutl APRIL 1II 1991 1 4 PIPINGI WASTE ABOVE GRADE ---_J -- WASTE BELOW GRADE COLD WATER © Il ———— — — — HOT WATER I I w i - - — — — — —• — — — • VENT ~ o (�.. 0D —__ -- OVERFLOW DRAIN (a STORM DRAIN v' a L,.) -- D -- CONDENSATE DRAIN W z Wco cow 0 E" z W C- 00--WALL CLEAN011 f 0— CLEANOUT H13 --a4--- SHUT OFF VALVE — 2 [} S\ �\ E \ 7 ��8 ' ` J 10 +---- HOSE BIBB 04 � GAS COCK, BALL VALVE N U _50_5 0 0 1 4 ' 6 " -- �_-�-. RD ROOF DRAIN W �� cl Q O U-) / \ ----- -- —� f II � ------ -/- � HW PIPING WITH HW AT SYSTEM i � D Lj Lt �I 2710 1111 _ (,� •� vi -vi R NI 2710" 12.5 , -- —---- ♦ \ ' - - — " — — - --- - ' = rn 12 10„0 " iSr0� o=0 20 -0 20 ' 0 20 0 a- 12 ' 101S ' 010 ' 0 ��0 20 ' 0 \\\ B I cv J 3. \ I . 4 _ l I { T \v/ ` '\\ I �.rsM- ..��.�MM..M�..��...r.M. •---r—r----•-- r------- — - ------- -- -- - - -- I{I -- \ —�.---.__ _ ___—�--_._- .-�+r�.�.r—rr•�rr--rr —.rr rr�rrrr—rrrr.r—r— r�—r—s�� — _ LJ \V { A W � \ \ .-r co Z .-1 p 0 d- N N F— Lu o 00 \ LGI�IT�P-- \� 0 m ------- >3 OD ♦ 1 � � ac / --- --r— — -- - --- - - 1 1 3 Iia O 1> 101 J \; L..J 1 i 2 -- coR f I I I � _ 1 o r o —L_1 I I Z, 00 7' Ln - -- --- —— - I Ln r' O 1 17 4.4 J _r 1 > CO % J OB16—J- — - - - ----� - _ 16-1 Oa E3 cl- � 0 I I �U`-.�'1 ` �^ I ISI I I H i2 0 © 3 13 12, —�I' �I J J / , LL NOTES THIS SHEET � M v 14 VG ` I OFFSET 1-1/2" VENT PIPING UV AI_UNfi COLUMN 10 LOWER LEVEL N N N CEILING SPACE, AND ROUTE AS SHOWN. COORDINATE EXACT Lf.CATION WITH HVAC, ELECTRICAL, FIRE SPRINKLER, AND / I STRUCTURAL CONDITIONS, PRIOR TO ROUGH-IN. � DATE / _INSTALL FLOOR SINK (F-S-1} EOR FUTURE SERVICE 8Y FOUNTAIN EQUIPMENT. VERIFY EYACT LOCATION WITH OWNER NRIOR TU 11 / 16/87 - --- - - - ----- - -- _ _ H , DRAWN BY: ...r...�........�-rr r...�..�r...... --- -GAPPED--ANB--- R ROUGH:,LN. FUTURE CONNECTION TO FOUNTAIN EQUIPMENT. FUTURE EQUIPMENT TO INCLUDE BACKFLOW DEVICE. VERifY EXACT LOCATION WITH CHECKED BY: OWNER PRIOR TO ROUGH-IN. N <i) REFER TO SITE UTILITY PLAN PREPARED BY MACKENZIE/SAITC AND \ RM ASSOCIATES, FOR CONTINUATION OF STORM DRAIN PIPING. '-' (DREVISIONS: ROUTE 3" STORM DRAIN PIPING UP IN FURRED SPACE. SEE SHEET / --------- U-2 AND ARCHITECTURAL DRAWINGS FOR CONTINUATION. 12 An �o �< MAN TM�u 'T� SLEEVE PIPING THROUGH LOWER LEVEL WALL TO BELOW GRADE. v(�II ic- )N rxrrr✓-1nP r rle�vr w�.Lt. PROVIDE WATERTIGHT SEAL AS SHOWN IN DETAIL '�Vj._l. 7urt.W-< ru"r r-y wrrcrv�HYpjtv-rr1r�.T 1c_ Io OEM F]" nrP 1— � `�i, E �� ' r7 , CONNECT 2" CONDENSATE DRAIN 10 AIR HANDLER AI 1N tl OEI,O am„ [,, \ y 3 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND PIPE TO t/ Ur1 T>7 v !t_Ivmf AFS Gf til G 14r tr>1 KH-111L.DIM"LKM1. FOR INDIRECT DISCHARGL. /3 to f. 4"ro rural rl-,vc FG l 'I° � ) CJ INSTALL Fp-I FOR INDIRECT DISCHARGE FROM � COOLING { w KM orrlrc. � / • <.ex.tTt!.[�L�: �Lt�vr(-� LILxF•a-Ne+ttDr CINIINIArIOI a � COIL. \ / Ijove-C tx)T't-w- a`r�� J/a Tl v(� A ' OV / vnr NT1401 sYt+re�I w/' NrsM11rr cwnn.ry atcnau, 51� � � ROUTE 2-1/2" VENT AND 3" COLD WATER SUPPLY PIPING UP IN \ I Cr�lrrot anal�L 3 LZVlEL GfantS� [Halls. walks(N/ ('o ci r,slrtl� \ / Tp nLn.Wrv/a.rLy� Gd�tTo-!�L 7- f jjj i rttcrllc,tmnwcTm- CF� �vf` ' I�°1N �I(rOWER LOBBY LEVEL FLOOR PLAN --PLUMBING �L� WALL H RESTROOM ABOVE INTO LOBBY [EVER CEILING SPACE. f AL.e-f. A . �,• P�� SEE SHEET P2.2 FOR CONTINUATION. COORDINATE EXACT r LOCATION WITH HVAC, ELECTRICAL AND STRUCTURAL CONDITIONS, dr ' I I M La.,tc rfNlvtnrtoM, � 1/ti•1-c., x 4L �w�t' I nrreno�- PRIOR TO ROUGH-IN. / f'-PXd�f�7L-'t•� rjASIrJ V•f� �Jll�l�l- I / ---clr[v.LK nm.-zl UMP PUMP BASftI SUMP M 1t0� t rc EARTH 0 OFFSET 2" VENT UP ALONG WALL SERVING -L . SEE ,qA L \ / GU('L ��. G�� `A'95v'Mrt Y. ----� rnv+nonnenca- DETAIL jZPL.I. uz7wrz.AIM flip I ` / -I,trw:ttD srtn - -CO CAM MALL EXT�UOR \` ; Nle rrvr. ,s wrra �r �17 INSTALL DUPLEX SUMP PUMP '611M IN ACCORDANCE WITH rPNVE DllnrnNoS ABLE THE P"O.trin a pi�v DISTAL•L X I DWI a 4ACNtr�tIA11MIt0.,�1�rocuTu •e M V IKIILilt-" - Al � `�i7I I MALL IN ACCON1IANCE M/ COLD MATER FIRE PEOTECTIOH STANDARDS OF THE LOCAL AUTHORITIES. SEE DE1All. Z/P..I. ANO AntNoTTo�tus�ooAnto+�a v!n rc naw n ,.. I C BAB SMICE.SnN+ITAUY L,NIE �y��j� p IN Iwr MANrdll,EI t►1 NniN T14 NMOACTLRM INPIRI L'TIOriB. wa1TT1lNPEAMIliSIONO"M'sA arr.cr Irrowu - (1.2REFER TO LOBBY LEVEL ROOR PLAN, SHEET ,132 FOR IA CONTINUAIiON. INloM C,11Flri 111 w.tflf 10 F1. [ -"A� NIn.�� I' p-ee '_ 3 PROVIDE TWO 3" CAPPED TEES AND SHUTOFF VALVE FOR FUTURI m[ontNur to"w �� -'�- / c H E F T �! rwn ay�t_w } SYSTEM PRESSURE REDUCING REGUI ATOR. Rl[A to rL0O1 MAW•oa[oIrIIlUrtul - I ,Eft rortaa • � ' 44) INSTALL 3" DOMESTIC BACKFLOW PREVFNTUR DEVICE ON BUILDING A-meFw lls 9 It�9 - ' COLD s rfm U,i °y°1� a u[�le[at E>sLdT � _ - It 1w �' VATO ROP SEEM SPEC WATER SYSTEM IN ACCORDANCE WITH STANDARD n.5,n1 _ F1M.IQslts IrITt',t wrl�r - i MS SEAL MINVATIaI SPECIFICATIONS OF THE LOCAL AUTHORITIES. 4' r P2ml NlNt"g1El+lfi[i- acita rlt• { CONTACT: ROB MATTFSM AS FICIAM IT A" 1 PIPE TF�RU WALL - (sod asa-sa�4 _-- OUPLEX EFFLUENT PUMP - LIFT STATION JOB N0. - -- --- 2 NOT TO SCALE B.N. PIPEttiU PROJECT NO.: Is N. Two- P286500 f"'EF'IWIT' NL7" C:II.1P8E30r'u7q ei, or ]11 _ � _____________._____�._.._ � ISSU�IU Fla C�-©NSTRUCTIi�N 114018"47' � �B 1 I I I I I 1 I 1 I 1 1 i I► 1 III tll tII III III 111 111 Illltll I(IIII1 111 lIL^I�I+I�1-i�l^I L L L11�1�LIII� II �1�IL1 a+,�.'_ IIIII`IIIIIIIIIIIIIIIgI1111111�IlIItI1I11tI111I1111) illll'111I1( I Ill I t I ' I I I I I I ( I I I I I I I I 1 e ----® 9 I 11 12 NOTE: IF THIS MICROFILWI) ORAMINh IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE To 1r THF QUALITY OF THE ORIGINAI - —^ OE 6? 9? 12 92 S2 V2 r2 Z2 IZ 0? '51 91 LI 91 51 Irl EI 21 11 01 • • L 9 S tr E Z IHrr.. bRAWStdG. 1 � �/� { •. ,lillllllllllllltlll NIII nnIl111I11HIIl11IIII11 HD11H111NiI11111111.61111ITIl t 11111111111111111111111"1Ihi III II'IIII III it III IIIIIIIIII III111111111111 H111HIIIIIIIII1101a1111111111111111111U1 tIII�IIIII UII�UI1lII11111i111111111111111111U1l1IB11111IIII1�IlU�11ilIII111111 Ull llill111► APRIL 111 1991 0 z LAj a- Cr _ � tin n w :5 Z EA 1 L, . r 1 2 3 4 S 6 7 s 9 Z a a �� WO 204 '6man w (n L.1 IS In -� - -- _— 25 ' 0" — - 2710" _1_1 ' 1 1 V Q �� n a N �; I 2T1U" - - -- -- -- — - -- ------ — 20 0 20 0 20 0 20 ' 0 " 5� ' Q" Q " 2 ► 0 „ = a (L0 12 ' 10 " 15 ' 0 " 10 ' 0 " 20 ' 0 " , � `� on f- I I I I I I I I I \ � I _ 06 I L" 71 ow El Li El W cw Ncr .� I I �-► 0 I��A AGE;- O "G .-► cr, � lr� W � "Ili I, - - fi C .3 '' 11.4 T1� 2 z N N% Q } _ I O 2 in -- I — 3 _- ` m 0 1- _LAT -�- .7 E"♦ i 1 L II i L�If MS U1 IDI � ., N //�� '� �) R3.6 -� - , 3 1� '4'�\ 0,0 - ---=J I — - w > a I i -� J 1 4 a �. . 'I �� I o El B 4" - coc1 CL, 7rT- If O I fi �l�U 1P?N II 11 �i 13 . FUTU S / O NV T ,7' c OD x J N LL. u � � I �.oTE: - - - - ITL- - - - - - _ - - DRAWN BY: H H CI CHECKED BY: RIM tt REVISIONS: I. Y7JL,m"Am rl"r, (�IUN�11!�TJk� 1 / I."rJ��T�'N FFA=" IL 13 D wSe= / A KD,JNV PIF ,�� G•aNn4�-G-'r % " GYJ (�IPINb "Tb({�� ----_— -___—� �,?' �! Unll 1 LtX.A" >rw Lkex9t7E -� Pln�lc _ r P'KE RATED j_l 16 1u e1FJn�.?c ?— RSR. '' t�4 + •, 21 1 11 I (T1-11T`� L15A)IFD ♦. \ ol LOBBY LEVEL FLOOR PLAN - PLUMBIN!,a- i ti . NOTES THIS SHEET r� ` 2'/1"rtY 2 ►! E 4" WASTE AND ]' VE4T PIPING UP ALONG HALL OF 57AIR (1�• ROUTE 6' SA411ARY LINF DOWN IN FURRED SPACE ALONG COLUMN ROUTE 3" STORM DRAIN PIPING DOWN IN FURRED SPACE ALONG FIRE RATED FLOOR & � COOROINA7F EXACT LOCATION OF HVAC, ELECTRICAL, FIRE 10 REFER TO PARTIAL PLAN 1lP2.j FOR CONTINUATION OF RESTROOM TO BELOW GRADE. COORDINATE EXACT LOCATION WITH STRUCTURAL COLUMN TO BELOW GRADE. �j PP.OTECTION, AND STRUCTURAL CONDITIONS, PRIOR TO dt(R1G11-IN. PLUMBING. CONDITIONS PRIOR TO ROUGH IN. �' Z7 REFER TO LOBBY LEYEI. (LOUR PLAN; THIS SHEET EOR �L CEILING PENETRATION 71 Q7(pA4NINQ�SII[TM(MQ/(MY QR SEE WASTE AND VENT RISER yp1,$. 11 ROUTE 2' COLO WATER SUPPLY DOWN IN WALL AND PROVIDE NEAOER CONTINUATION. x'- Miu,oN,uRwO�,o"All U 1!T� STUB 3' WASTE LINE INTO ELEVATOR PIT AND CAP FOR FUTURE f� -� E' on►n►►rw►,ac x sr rn �}--- I I ti., N T 6 FOR CONNECTION TO FIXTURES IN ACCORDANCE WITH PLUMBING v L� wMr,tMPt�whM�►+or►,h 2 OFFSET 4' WASTE DOWN IN FURRED SPACE ALONG f.Oi.IMN TO BELOW CONNECTION TO SUMP PUMP. COORDINATE E.ACT LOCATION WITH 'F rI C.� CONNECF(oN SCHEDULE. PROVIDE SHUT OfF VALVf AND SHOCK ELEVATOR EQUIPMENT AND STRUCTURAL CONDITIONS. � ROUTE 1-I/2' VENT UP IN MALL SERVING FLOOR �^AIN. IIS GRADE. ARRCSIOR. ( )• TYPICAL OF 2 03, PROVIDE CAPPED Al' WASTE AND'VENT PIPING IN LOBBY LEVEL © ROUTE 3" COLD WATER SUPPLY AND 2 1/2" PENT PIPING DOWN IN I REFER TO SITE UTILITY PIAN PREPARED BY MACKEN2IE/SAITO AND ROUTE 3/4" NOT AND COLD NATER. SUPPL" DOWN IN WALL ANDSNI_ET CEILING SPACE FOR FUTURE TENANT CONNECTION. VERIFY EXACT WAIT AND INTO MECHANICAL ROOM ON LONER LEVEL. COORDINATE ASSOCIATES, FOR CONTINUATION OF PIPING SYSTEM. PROVIDE HEADER FOR CONNEC ION TO IXTURES. PROVIDE Z _ LOCATION NITH STRUCTURAL, HVAC, AND ELECTRICAL CONDITIONS, , ) —3' �� I PRIOR TO ROUGH IN. EXACT IOCAl10N W11H HVAC, ELECTRICAL, EIRE SPR NKLER, AND pl RUUGH-IN 1/2" COLO NATER AND 1-1/2' - ASTE FOR CONNECTLON SHUTOFF VALVE ANU SHOCK ARRESTOR. _ `)(� \� �„ $TRUCTURAI CONDITIONS, PRIOR FO ROUGH-IN. SFE SHEET { -1 TO QU �) PROVIDE CAPPED AND VALVED 1- CM SUPPLY PIPING FOR FPITURE rOR CONTINUATION TENANT CONNECTION '2 ROUTE 3' STORM DRAIN PIPING IIP IN FURRED SFACf. TO F'b- I ' ✓� (1� REFER TO LONER LEVEL PLAN, SHEET U 1 FOR CONTINUATION. APPROXIMATELY THIRD FLOOR LEVET.. STUB INTO DRAIN GUTTER 11 W SUPPLY LINE UP ALONG WALL ABOVE. COORDINATE AND PROVIDE WATERPROOF FLASHING. VERIFY EXACT `"' 1 P2v2 ROUTE C (11 INSTALL HWAT NOT WATER TEMPERATURE MAINTE�NANCE SYSTEM ON INSTALLATION WITH ARCHIIECTURAI DRAWINGS PRIOR TO ROUGH- EXACT LOCATION WITH HVAC, FIRE SPRINKLER, ELECTRICAL, AND ALL HOT NATER SUPPLY MAINS. SFE DETAIL S/fl.a IN. STRUCTURAL CONDITIONS, PRIOR TO ROUGH-IN. SEE SHEET Uj AND RISEY L&IJ FOR CONTINUATION. 16 ROUTE 6" SANITARY LINE UP IN PLUMBING WALL ABOVE TO SERVE — - CONTINUE 3" PIPING DOWN IN FURRED SPACE 10 BELOW GRADE. __ I AS MAIN WASTE STACK. SEE SHEET U.) AND WASTE RISER COORDINATE EXACT INSTALLATION WITH STRUCTURAL CONDITIONS R - � II OF ►� ABOVE. SEE SHEET Pj,1 FOR CONTINUATION.VE MECHANICAL ROOMS I.P2, FOR CONTINUATION" O PRIOR TO ROUGH-IN. � ¢ CONTACT: ROQ lIATTESON� 07 ROUTE 4' WASTE LINs DOZEN IN WALL TO BELOW GRADE.. �16) OUTE 3/4' NOT WATER AND 3' COLD MATER SUPPLY' �j INSTALL 3' ROOF DRAINS A SECOND LEVEL ROOF, SERVING - , RPIPING UP iN ENTRANCE N[NGS. VERIFY EXACT LOCATION WITH ARCHITECTURAL O ROUTE B' STORM DRAIN LINE UP V FURRED SPACE ALONG COLUMN MALL ABOVE SERVING RESTROIMS. SEE. SHEET ELI AND NATER AND STRUCTURAL DRAWINGS. J08 N0. FROM BELOW GRADE. SEE SHEET p;,,;t FOR COFITINIMTION. RISER :,r2•s FOR CONTINUATION. _—_--- _— ROUTE 3' STORM DRAIN PIPING CONCEALED IN APPROXINAIELY — P 2 S 6 5 0 0 ROUTE PIPING SYSTEMS IN LOBBY LEVEL CFIL.NG SPACE AS TIGHT O7 OFFSET WASTE PIPING SERVING SECOND LEVEL FIXTURES, AS SECOND LEVEL CEILING SPACE. COORDINATE EXACT INSTALLATION LOBBY RESTROOM PLAN — PLUMBING PRO,IEC7 N0.^ t.0?CIS TO STIRICTURE AS POSSIBLE. COORDINATE EXACT LOCATION WITH SHOIItl, TO AVOID SU05 PRESSURE 2MIE. WITH HVAC, ELECTRICAL, AND STRUCTURAL CONDITIONS, PRIOR TO I I I T NCI. FUF'E3El C UROUGH-IN. NVAC, ELE CAL, FIRE SPRINKLER, AND STRIILfIN1Al ._ _�— 0,,, - nR AS ISSUED FOR CONSTRUCTION 11—16"-87 � , __ �" ,Y �4 11111► 1111111 11111,1 1111111 1111111 IIIIFII 1111111 111111) 11111111 1111111 1111111 Illl,lr IIIIIIFIFIIII�I IIFIIIIIIIFIIIIIFIIIIIIII,IIIIFII,III,IIIIFILIF IIIIIIIIIIIII,llllllrillllFllFl .....�.. K I I I I 2 I a I I 1 I I ^ 4 5 8 i 8� � I�o ----11 12 NOTE: IF THIS MICROFILMED -� --- .� DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE 10 THE QUALITY OF TIf ORIGINAL DRAWING. OE 82 92 12 9Z S2 02 EZ 22 IZ OZ 61 Q1 L1 91 SI 41 EI ZI II 01► 6 9 1 9 IN"'" ►gI1111111HInlT1,n111niInHlnlll'HIIIIHIIF11111F,IIIulunlu,tlnuluuluH11111I1H,111111,11II1wIIIII,I11UI111;;HHIIIIIIIII III III 1IH11111111111I1f111111111111I11w1111►IIIIIIIIIIIlIp11IIIIIIIIIgpIIIIII1111111111111111111111,1II1I1U1pItlIII111111�IIIW11w11I,I1111w111j�I11H APRIL 1. 1 .1 1991 O z 0 LAJ Qa. fY 0 CJ) " w C0 �. W w � FW U c� txN � WQz 2 3 4 /5 � < 6 �/7 `> � 8l 9 �. 10 N V a � z I 1 > \ �; 0 � G Z a Q a U ( l 204 ' G W 7 Coe�. 125 -0 27'10" _ -- 11 ' 11 " Q 16 - -11 1 1' - - 27-10 -. - - -- _ _ -- -- ----- --- - - - --- -- - -- --- --- V LJ � ,JN 12 ' 10" 1S ' 0 " 10 ' 0 " — 20 ' 0 " --- - �- 200 - - --20 ' 0 "- 20 ' 0 " - - -- --- 0 0 -- - -- 5 , 0 „ 150 "_ 12 ' 10 " �- I I I 1 I I I I I I 61L- It El ti D -_ -- - __-_---- --- ---- - ---- --- I-bx2417 I • \ UJ ,? a z N sG�N Z TIT�ITy �Y�TIrc►�IN II a FLa�jz —� O N O�✓ l��l�I N!a SP•�� OE'J l.Y_ r I I I I I p d 00 a Tr11 rl e I.N cfn I N 1,1� I•,1-'A15 e M C 3 m 1 5 f ' 1r4 rlx c - I � ' (4}-l�. I _3�' Z 3 ��J"\\ I 1 11 �'I b.o.0i ^311 co o.c l --► �n r I < - - y -_I -� --- t �,r - r ---- t I-- - - �1 ld 2 _ C . 1 - - r --- - v, a 0 d _ - - - - _ -- - ----- - - / v CD ----- - I UP - u ( - � �u Z Wf�:1rL_ sir__ � _ I /Trsllc.L--� I I 7> -- - - - - J � (�ia�•rl�► � - �IdT Wa`�� _I S��- ��-Z�P7�.55 --�—�I � — tin to � �, v► , O �(� -I 1 /�JfG.If°- 1'i Y� .-� coD _ I G-1 PLPINC7 It] I �:'. I� IN 11 �Jl _u SI l� l�!c 1 I N O -�� O �--- 1 I I I TH I-EVEL ( N ts� 2 „ to -� pNLY,� d0 , Ln 1t� y� ��s«E- E inn lb VP_r M_ .-+ M F__ t I I4 2 N I t I t_.Y 0 W V r e I Ln CD - SEE i/N Z.5 (� y ---- -- - - ` r I lF-F'_�ET "SIS VENT IN •C-N LEVEL r.F It INv `�NALIE nn l�/. 5 E -/P2.5 11 V1 It - _ to Cn a- 5 TH15 5Y5T"M N 11TH LEVE CEILING 5PACE ONLY. —J 181 _. C>N LY DOMESTIf. W!, ( PRESSURE BOOSTER PUMP SYSTEM DUPLEX MINiFLOW NI �. L General: Furnish and install one packaged constant speed, constant prersure �� Vt- nt, piping, valvIng,system. wiring and accessories. Thesystem shall be cprincipalwith itemsall of equtdpmentpshall include �, �1, Lfl✓AS S�:O•!i 1 1 I `' ,--(/L�) a hydropneumatic tank properly sized for no flow demand and two constant speed a / v , close-coupled, motor driven and suctior centrifugal pumps, check valves, \ 07 l enrhorable basetp, flow and pressure control unit mounted control panel, factory • 4 •r• pre-piped and pre-wired. Unit needing only suction and discharge connections T and main power. Start up and adjustment will be done by a representative of I M I the manufacturer. The system shall be equal to that manufactured by PACO PUMPS, ., INC. n Operating Conditions: The system shall provide a corstant outlet pressure 7 G N �y //V ! �. i C boost of 45 psi with a maximum flow of 100 GPM. The s•.ction pressure will N �L. \ A \\\ very from X_ psi to 25 psi minimum. The system discharge pressure shall -"-� not fluctuate more thin ;t,BKZ4p � psi from zero to design •.opacity. Power supply shall be volt phase. A bypass shall be installed with gate valves co \/ to property is the pumping system in the event of electrical/mechanical G `J y problems. DATE - 11 - _ 1116/8 _._ DRAWN BY (.Ste u'Jmlbing 5c1 'd Iv) 7 _ _ - ---- _ 1111-�..__.._.. - --- - ---- �'- r E I/2•° GW Tf) MNL ( d OU-T LET JG _ .EILIiVCy NILJUNTEIJ KEMU rE C-HILt.r=K LJNI'T (1?F"I�� / —H11B DKAIN WITH BAK C�P.ATE• I�KArEE7 OIJ EVEk,Y (ATF ICK FL(?OR. �FJE q/F'L.S. ( 7\ htp1INT RIM E'LI.1511 WITH E=1-r�K. N CHECKED BY: -- ; E 4dA�T' I P2 5- }� 9 ---,- -411 \/ENT K1�k RM I^Cf - — --- warms I � In - _ 13f SEE 3/P2.5 REVISIONS: Hhr 1n7t� --1111-� � I�A�� -�IZt= 4� AI.L pt�iNra. - II�n- •- 2 *46,r--t-�PZ.S -yzN - FLOOR -__ -� fr- 2nd 11t OO _ I f _ — r n n "� (wEi-1) r I -- Cil pp�T s>m ,. ME(,,f-I. E Tc. i R �j'G 3t1 Pz.� SHEET �2 « � ZI a -4'� ,,I I� , ` NOTES THIS _ - " _ ,,-Z - T R00t-1 1111 - - I 9 OFF-SET 2 1/2" VENT PIPING 1N LITH LEVEL CEILING SPACE. (S� hOUTE 3" r.OLO MATER SUPDI.Y TO BOOSTER COORDINATE EXACT Ye - SLtEVE STORM DRAIN PIPING THROUGH APPROXIMATE CENTER OF O OFF WASTE AND VENT RISER }1 � - LOCATION WITH hvaos ELECTRICAL AND STRUCTURAL CONDITIONS G (6 � .5 T ► IT MUUiJ TEV STRUCTURAL BEAM. CO^RDIhATF EXACT LOCATION WITH i�l'17 W�T� STRUCTURAL ENGINEER PRIOR 10 LOUGH-IN. INSTALL SLEEVE Ai PRIOR TO ROUGH-IN. I a 1 �� ,�� R pN?ROC PANEL --STIR �---1111---- ({-1,�f's d.�-'� _ TIEVATION NEEDED TO ACCOMMOOAIE SLOPE OF Sv�TEM. iO ROUTF 3" WATER LINE iN 6TH LIVFI CEILING SPACE AS HIGH AS R 17 POSSIBLE. COORDINATE EXACT LOCATION WiTH HVAC, ELECTRICAL 10 CHILLED WATER RISERS SERVING AiR HANDL-tA COOLING COILS. yvw CAVVEU�n VENT �I Lj 100" 2U INSTALL iIPING SYSTEM IN 11TH LEVEL CEILING SPACE AS HIGH AND STRUCTURAL CONDITIONS PRIOR TO ROUGH-fN. VERIFY EXACT LOCATION PRIOR TO PLUMBING AOUf,II-IN. _-__ - I Mr.'go., rAtF,/or AS POSSIBLE. COORDINATE EXACT LOCATION WITH HVAC, 11 REFFF' TU 6TH LEVEL MECHANICAL ROOM PIAN - IID --'T- c� -311 N EIELTRICAL AND STRUCTURAL_ CONDITIONS PRIOR TO ROUGH IN. IJV" FOR 19 RO'ITE 3" COLD WATER LINE DOWN ALONG COLUMN AND OFF-SET IDR IJ p CONTINUATION. CONNECTION TO WATER BOOSTER STATION. 55-1/ --•♦- -� �-4F. O3 STUB-UP 2" STORM LINE FOF CONNECTION TO !2TH FLOOR BALCONY l �J� --- rraese onwnwo{sn[ *w[Ppo►FnT.or r (� ROUTE 3" STORM DRAIN LiNE DOWN ALONG WALL OF STAIR "B" 20 CONNECT 3" WATER SUPPLY 10 INLET AND OUTLET OF WATER _1= - M x x211 ��- Ic F+ - w�cRdwzit NO aasuxutq " r DRAIN. SEE SHEET P2.4 LR CONTINUATION FROM 11TH LEVCL TO 10TH LEVFI- CEILING SPACE. BOOSTER STATION IN ACCORDANCE WITH MANUFACTURER'S I 2 I �IC11 I I�FiYJ' L.h.N kwaKwo�raeeuetpo•ilTMTHOR RAIN riPING DOWN AND ROUTE BF LOW STR'JC.7RAL " RECOMMENDATIONS. PROVIDE SHUT-OFF VALVE, UNiON, AND I Till y 3'� �\ - -- or!M t rEnM ss EON os lMwr ® OFF•SET STORM D 13 PROVIDE CAPPED 4 WASTE AND 3' VENT PIPING ON EACH FLOOR FLEXIBLE :ONNECTiON. - f REAM AS SHOWN, I JOROINATE EXACT LOCATION WiTH hJAf.' O FOR FUTURE FENANi CONNECTION. SFE WASTE AND VENT RISER �, � l�N fINU�O's'T•Il!�) - - kLECTRICAI AND STRUCTURAL CONDITIONS PRIOR TO ROUGH IN. -JL-=• 8 / 15 Lail 111 COMPLETE WATER BOOSTER SYSTEM INSTALLATION SHALL BE IN � �� O ROUTE PiPING ABOVF DUCTWORK AS REQUIRED. CONFORMANCE WITH MANUFACTURER'S RECOMMENDATION! I� PZ.5 I f ANPEJ 4" r TE �L*.i'r RM L - SHEE STUB UP 1" WASTE FOR CONNECTION TO FLOOR DRAIN IN 1 - WATEK_R15EtZ -- /� MECHANICA,. ROOM /o0f. TYPICAL FOR IEVELS 2 THROUGH ll. 2 iN AIL PRESSURE: REGULATOR ON DISCHARGE SIDE OF IAOSTER ��— -_ \9l CR(AITEEILING 6" STORM DRAIN UP 2. FURRED SPACE TO 12TH LEVFI_ SEE WASTE AND VENT RISER 3/,U,5. SYSTEM iN ACCORDANCE WITH MANUFACTURER'S PECOMMENDATIONS. J I LsEE 2 G Z.S CEILING SPACE. SCE SHIFT P2./ FOR CONTINUATION. -��_ WG-I ' � u� pN 1© TEE 3/4" CW AND ROUTE ALONG WALL OF MEC•IANICAI ROOM FOR 23 ROUTE 3/4" COLD WATER DOWN IN WAIL FOR CONNECTInN l0 �1 O ROUTE 8" STORM DRAIN DOWN IN FURRED SPACE ALONG WLUMD TO CONNECTION TO �_1, MOUNTED AT + 2/" A F.F. SEE R1SFR FAUCET FITTINGS. PROVIDE SHU-i-OFF. —~ 1 BFLOW GRADE. SEE P2.2 FOR CONTINUATION. - 1/1�� Wit - 1__U__ I p 2/P2.@. 24 CONNECT 1-1/2 CONDENSATE DRAiN TO AIR HANDLER IN _ - —1111-) ■ 2 6 3 1 1 - -- l .. O8 iNS1A i CAPPED AND VALVED 1" LW LINE FOR FUTURE. TFrANi 16 INSTALL ACCESS PANEL LCR PRIMER VALVES. I ACCORDANCE WITH MANUFALTUREP.'S RECOMMENDATIONS, AND ___ _____ ______ `- -- -- - •� — WL1P- I ^" r1 CONNi (ION. SEE WATER RISER 1112.5, DISCHARGE TO EL--1 AS REQUIRED. - -- ---- i "— 1 ^ CONTACT: 1108 MATTFSON RESTROOM `-i 6th- LEVEL MECH. o --4a94 �.. °� PARTIAL (+� � 2 FL QR_ PLAN -- P M IN _ ROOM PLAN - PLUMBING R P286500 F-r'M7T NO. BUF'E3nC,I,iiv PRO,IE(:T NO.: � P2.3 1/1^-1� r ," ( 2n�' 1 )CR ) F'1�� - n-- nr- Eel __�_.__- AS ISSUED FOR 'aNs�'RUCTIaN 11-� 1 s�- ? „— _._. _ „ ,.,....,......«M+M.9NA�,n"wMe.MMIw'r�M[rrwl'm,-.'.,�►AA�"M,^'N-'MIRN'xww..,a...-. " �1 $ .,., 1 I t' 1 1 1 I I I I 11111 .'1 111 111 111 IIF 1111111 Ijl 111 Ij1 111 III 111 III III FI 111 11 III E11 (11111 111 111 111 III III 111 111 111 111 111 III ill Ili 111 Il11111 111 111 .�....�.... ! I I I I Jr..._ 2 3 "4 5 6 -- 7 -- 9 10 11 _ 12 NOTE: iF THIS MICROFILMED DRAWING IS LEaS CLEAR THAN THIS NOTICE, IT !S DUE TO T)1F QUALITY OF THE ORIGINAL DRAWING. Off Fit fB7, Lz 9� SZ f2 EZ 22 12 02 611 el LI 91 51 •' b1 EF zl II Of e • c 9 Cr b el,,, df1'111111111�1111I11111111111111�11 H IuHIUHhullnT!IIIIIII I IIIII11I1111111111/t111 Hlll I H Itlllluubllfl IMIIH11h1uI nHlnult�llhndtullHlMNulFnlhnih uliuuhl l�uMluuh111luuhlnlu,��uIUUIHHhnlhnlh nlluul�ulnuluul4lF Ill11Il11JI1111hWI1111 . APRIL 11 1991 • �_ F NOTES THIS SHEET i U OFFSET 4" STORM AND OVERFLOW DRAIN DOWN AND ROUTE BELOW L_-___-----,-_j STRUCTURALBEAM AS INDICATED. COORDINATE EXACT LOCATION WITH HVAC. ELECTRICAL AND STRUCTURAL CONDITIONS PRIOR T!; ROUGH IN. z (1) ROUT: 2" CW SUPPLY IN WALL TO 11TH LEVEL CEILING SPACE O U (/) SEE RISER 2/P2.5. `..,. , nW Q INSTALL CAPPED AND VALVED I" CW SUPPL'. LINE FOR FUTURE Li TENANT COHNELTION, O 4O INSIAIL IN-LINE FLOW SWITCH; WATTS MODEL ISIO-C SERIES OR la APPROVED EQUIVALENT (12UV/10). COORDINATE POWER AND ALARM �/� WIRING WITH ELECTRICAL CONTRACIOR. SEE DETAIL jp2A 'V,,J++ z V SLEEVE 4" STORM AND OVERFLOW DRAIN PIPING THROUGH W W APPROXIMATELY THE CENTER OF STRUCTURAL BEAM. VERIFY EXACI a... ,� a O LOCATION WITH STRUCTURAL ENGINEER PRIOR TO ROUGH IN `� r II CT) 1 SLEEVE 4" STORM DRAIN THROUGH STRI'CIURAL BEAMS AI W © < z �� ELEVATION REQUIRED TO INTERSECT WITH PRIMARY ROOF DRAIN 1 2 3 4 / 8 > 9 1 Q PIPING. COORDINATE WITH STRUCTURAL ENGINEER PRIOR TO N U Q O 0 / / ROUGH-1N. (L U 0 O STUB UP 4" STORM LINE FOR CONNECTION TO I.S::1, SERVINt; O Z a T. 2O� 6 - v _ COOL LNG IUWER ON PENTHOUSE I EVEL ABOVE, SEE I/P2•4 FOR W c W 4 O Ln - -------- - - __- !_- --- __- _-- - CONTINUATION. (Y OUTE 1 112" _-- 1 1 1 y 28iQi+ __--_--_1 ?� Q ' ----__ ------ - -._____ 28Q+' -- 11 9 - O COWINUATION.VENT PIPING UP IN WAIT ABOVE. SEE ]�P2.4 F(lH WOO a(N -- ----- ---- ---- -- - v _-A-_ (V D rr I I U SNB-UP 3" WASTE PIPING FOR CONNECf10N TO FLOOR DRAIN ON d t- Obi __---11 3 Qi - 1 5 Q ^_ 1 �_ Q ,__ 2 Q Q _ 2 Q 0 --„_.. --2 Q Q Q Q w _ - 2 Q Q _ -- 1 S Q,__ 1 3 Q PENTHOUSE LEVEL ABOVE.. SEE 1/P2.� FOR CONT 1NUAT LGN. p moi+{- -=------ - U tLi O 10 INSI ALL PIPING SYSTEMS 1N CEILING SPACE OF THE 12TH LEVEL, Q o D 'L-) Aw-IAS HIGH AS PJSS1BlF. COORDINATE EXACT LOCATION WITH HVAC, ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL CONDITIONS, PRION TO ROUGH IN. !1 ROUTE 2” HOI AND COLD WATER SUPPLY PIPING UP ALONG WALI CONTINUATOION.fONNECTIUN TO 1llt I. SEE 1/PZ.S FOR Wim^ 0 ROUTE 6" STORM DRAIN PIPING DOWN IN FURRED SPACE ALONG �( COLUMN. SEE SHEET ?2.j FOR CONTINUATION. i v� •�/ LI I 13 INSTALL HWAT HOT WATER TEMPERA`URE MAINTENANCE SYSTEM ON ^ ALL HOT WATER SUPPLY MAINS. SE. DETAIL I INSTALL PRIMARY AND OVERFLOW ROOF DRAIN BODIES IN ROOF STRUCTURE. REFER TO ARCHITECTURAL AND STRUCIURAL DRAWING) FOR FXACT LOCATIONS. COORDINATE INSTALLATION WITH l e! - - -- ------ i PRTOFrTO ROl1CFf Lli STAB-OUT 3" VENT PIPING AND CAV FOR FUTURE TENANT 1 - -- - - -- -� CONNECTION COORUINATF EXACT LOCATION WITH HVAC, - 1\ ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL CONDITIONS, I I PRIOR TO ROUGH-IN. ROUTE 4" WASTEPIPING DOWN ALONG WAIL OF STAIRWAY. SEE lIl SHEET P.2 3 FOR CONTINUATIONuj. 17 ROUTE 4" VENT PIPING UP AND DOWN ALONG WALL OF STAIRWAY co SEE SHEET P1.� AND 11P2.4 FOR CONTINUATION. � J ROUTE VENT PIPING UP THROUGH ROOF TO ATMOSPHERE. VERIFY EXACT LOCATION WITH HVAC, ELECTRICAL AND STRUCTURAL C7 Z CONDITIONS PRIOR 10 ROUGH 1N. + 19 ROUTE PIPING 1N PENTHOUSE LEVET. CEILING SPACE. COORDINATE C,) 0 d COCRPINPTir INSTALLATIPN EXACT LOCATION WITH MECHANICAL PIPING SYSTEMS, ELECTRICAL O W) H buC.TVJ0RK V LIGHTING N � I I AND STRUCTURAL CONDITIONS, PRIOR TO ROUGH IN. d -411 20 ROUTE 1-1/2" VENT PIPING DOWN IN WALL SERVING FLOOR DRAIN, W a /nom SEF 12TH LEVEL FLOOR PLAN FOR CONTINUATION. I� 0-------\ I -- !O 21 CONNECT 2" CONDENSATE DRAIN TO AFi13 AND DISCHARGE 1-40 14 RD-Z INDIRECT T00 IN ACCORDANCE WITH MANUFACTURER'S )- f %-� 4J „ IU I A 4 r 5 / 22 1" COLD WATER SUPPLY FOR CONNECTION TO MAKE IOD MATER 11 1 4 _ j� - (O GCi I I I /�+'"' ��I MANIFOLD. SEE PIPING DIAGRAMS ON SHEET 1I�\ I CONTINUATION. 11 FOR w co 1 'S )D L I I 11 1 L ter- `:•U.cj:G J C ,6)- ' SD CO I I"'- I I .)D �r-9*U•OG 23� INSTALL WI1_I IN PENTHOUSE MECHANICAI ROOM. COORDINAIt Co Q SD EXACT LOCATION WITH MECHANICAL SYSTEMS PRIOR TO ROUGH-IN. • `' 411 II I I - - - - I SEE DETAIL j(p2LZ. O I r 1 -. _ .-.-___� _ (--- —�-.- -- ----- - - ---� ----- - -- --- -- -- -- - ------__ -__ ________ - --. _-.— - --- _ - - ---- ---+ - IQ t _ - I 24 UOUTE 2" HOT AND COLD WATER SUPPLY DOWN ALONG WAIL. SFL a ,z 14 I - C 12TH LEVEL FLOOR PLAN FOR CONTINUATION. ---- -� J __ -_ Imo- '- - fry h Ig 25 INSTALL E�1 FOR DISCHARGE rROM COOLING TOWER OVERFLOW. Col I -A -� Rd 1 4 r \ -- L �ItI _...- �r rr PIPE FROM COOLING TOWER IN ACCORDANCE WITH MANUFACTURER'S \� `� ' I , I ) �I I� a�Ge y pv + RCCCIMMENDATIONS. z w I--I-- j z.5 Z, `vJ h N A�1�0►V Ca V\I L L ------ ---- - - --- 7 -------- - - I L� etc -�? - a} L t of ?6 SEE SHEET F2.3 FOR CONTINUATION OF P-ALCONY ' - - STORM CR AIN-SPI M II _� r I �\, , I 10 _ O N IST I PLAN 2 v2,3 II LIT N .N IW- � PIT �- y�• �9 v --T" (A' 5= 0.01 N O M � ,vv 00 In 7 � IV1 IB _ I 2-,JC--r( tom O 9 41I --o Co I I � � IO _ � LL g -- --- - - - — I---- --- -- - - -- - --- I - - - - ._. ._...--- — -- -- - - - + --- - o,v -_ �'I' IF- S Ln SD SD �JI7 Z =o. i �" oe I d Op OD I I �2"I 14 R. I 14 4u +I I � COI - 14 4 s �d-t 14 > -Z- 14 O LL (P / 'n r' �I In w- I DATE: -A ti•� OA 11/16/87 R ---�--- _. _._. -- __ --- - - - - �l -- - ---- - -- -- - --- - - - ---- -- ---- _- -___ - - _ _ ----- - - --.- - -- ---------_..._ T - -- --` v___ .._ -- - RAWN Y. ---- Fj 7 g CHECKED BY: RM I ! I I-�LECTRI:AL KM. 9 .1 ! I REVISIONS: I 4.. V-rR19 I I _\ 12 131 __ _ -- t----- - _-I I 1 AH- STALLATION-SHALT. _ (RD-21 H-I 2S - I I *MA N ISI I (RE) 1,) - COMPLY WITH STANDARD OV�`RFhOW DRAIN SEE - G'T-I �F-BRAIN SPECIFICATIONS OF THE SCf1E"biiE FOR TYPE. CO TINUA FOR F17_I zl I I U-)dL11.10 I CONTINUATION 1 \ LOCAL AUTWORITIES-- 2111 � � I - I TOWE12 \ROOF STRUCTURE ! �- _ — I_ I I UNION (TYPICAL) AN PLUMBING zl'V� 1� -_- - -- i9 COLD MATER 12th FLOOR PL. TEMPERATURE AND 21-- I _ �' 19 I HUT WATER 1/8 z1-O PRESSURE RELIEF VALVE —'� 0°'A o !� DISCHARGE FULL 91ZE MAo IrrF>�Pr I PER CONNECTION SCHEDULE -- GATE VALVE (TYPICAL) 19 r , "VTR ! �'I `r I I -VISUAL ALAR A rURNSHED By PLUMHIJG `---EHERMOMETER(TYPICAL) I C.HILLR ( 8 I I- - J ( M{6 Jr1AWINQ{ARL TML PRpr(R+r Of - _ MA1CRLN21 /MITA{A�{tx1ATL{ P C M - CON LA LAR AND NIS ECJ BY ELECTRK:AL. -_ - _ t- --- II I JA AW NANr MANNLgf I.OrlU,SA ,w VERIFY EXACT LOCATION ARED WITH OWNER � _ --L-9-1�25� j I I�IR(MI YAMT7Lh rERM+{�IUN pf Y.{A I � z -OWN .� .___ P40P TO WSTAL,-,STION FV-I- r L J { 5=0.02 - �- F V WATT' WATER HEATER 1 - - SHEET 20"MIN. FLOW SMITC I, f20 It- -'lit FS400 sERll_S, OR I C_HILLEfZ I L AS'Y CONNECTION IN E0011L rOR WIRING OISC:HARGE INTO FD-1- I.._. -1 VERTICAL STORM DRAIN N.( - ".TRICAI_ RISER. L.-_ _ -J MEC�H/1N;(�L CONTRACTOR. HOSE BIBB DRAIN I'r DRAIN PAN --- ----_ —.._ --- �:/ 3 OVERFLOW DRAIN WATER HEATER DETAIL � PARTIAL PENTHOUSE PLAN - PLUMBING --_A--- --� �?.Q OF NO SCALE S.N. OVERFLOW p�(� � �� "ONTACT� ROB MATIESON S.N. WH-EL11 �O* 449-4394 ,.!OB N0. PROJECT NO.: �P 2 8 6 5 0 0 F Ff NIIT IAL. [iuf-, li.3(HL)09 ET4 OF f3E3 AS ISSUED FOR CONSTRUCTION 11-18-8 1111041 . I I,I111 111I111'111I111 1111111 1111111 1111111 R11I1I1 1ltil>)I 't�lllf►IIIII111 tIlI1IlIIIIIII tItI111III1I111 IIIIIIII111I111 IIII111IIIII111 IIIIIIII111I111 IIIIIIII!11I111 111I11tI1111111 .rr�... ., -_.. ' e �t 1 I I I I I I 6 6 7 _ 8 9 110 I I i2 _ . NDTF: IF THIS MTCROF1LMEh �"""""�""`��'-I 2 3 Q- - -'--� • ~ DRAWING IS LESS CLEAR THAN ----R 7 THIS MOTICI, 1T 15 DUE TO r�*' 'EEE Q`11GLTTY OF Tlf ORIGINAL Of. 62 A7 LZ 92 S2 bZ zz Z2 12 02 if BI LI 01 SI V EI $I 11 01 b 9 L 9 S �r b E 2 +n1�tlUlnnlnn4nnluulul7lnUlnnllu!1111!IIp111t+;InnluulfnllunitilnluulunluNll1lIlMtNiI11I11+��nlllllllllllllllllltlllll!lIIIIIIIiftltllllltlllllltlillllltllll11111!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111�IIIIIIIIIIIL+IW1111D1111111111I1111�llUIIIIIIIIIIIIIIWI(III APRIL, RIL i : 1991 W.. _- PART 1 GENERA - RAL HWAT Product Data L PART 1 GENE1 r----------------- Furnish and install a complete UL listed system of heaters and components. Connect to power system of heaters and components designed co maintain • listed specifically for maintaining domestic hot water temperatures at a domestic hot water temperatures at selected temperature. Provide and selected temperature. install circuit breakers, conduit, power wiring, ,junction boxes, and r--_- controls, if any, required to operate heater. PART 2_PRODUCTSC Product designation �. t PLUMBING FIXTURE CONNECTION SCHEDULE 1. The self-regulating heater shall consist of two (2) 16 ANG tinned-topper PART 2 - PRODUCTS Y- HWAT-8 bus wires embedded in parallel in a self-regulating polymer co-e spe- U', f CONNECTION SIZE r.iauy designed for this application that varies Its heat rutput all The HWAT heater shall be provided and installed ''y the plumbing contrac System Temperature Raton() _- SVM FIX URE ANU�ACIURER/HOOF[. FITTINGS REMARKS along its length, allowing the heater to maintain the water in the tor. Circuit brealars, conduit, power wiring, and junction boxes shall - V O i 1 W V CW HW selected temperature range (select: lOS"F, i2tW�-l�1. The heater be as specified elsewhere in Section 16• Supply Voltage V. dF;rl ft -- - - �` -- - shall be covered by a radiation cross-linked modified polyolefln Maximum Circuit Length WC-I WATER CLOSET 4' 2" 1" --- AMERICAN STANDARD SLOAN ROYAL FLUSH dielectric locket and protected by atinned-copper braid. 'AFYAU' N0. 2477.016 VALVE 1110 3, J.R, PART 3 - EXECUTION Circuit -SiE3reaker Slztng�lba3ed on BQ°F start-up) '� OLSONITE IOCCSS WHITE SMITH WALL CARRIER 2. The heater shall operate on a line vultage of 208 volts without the use 49 it O SEAT. AND HORIZONTAL e, 3.01 INSTALLATION _ 490 ti of transformers or, ..:�nstats. NO-HUB FITTING, AS •20 amp C.B.. .-mtY length � � REQb1REFI 3. Power connection, and seal, splice and tee components shall be applied to A. Install circuit breakers, conduit, power wiring, and junction boxes -' r - 365 ft //� Z - - the field. as required to operate heater system. Connect heater to power v Z WC-2 WATER CLOSET 4' 2' 1" SAME AS WC-1. SAME AS WC-1. MOUNT RIM Al wiring' ~ +16" A.F.F. 4. The heater shall be HWAT [select: HWAT-B (105•F), _ - -_______-__._ \ Ce - NIWWM'•1'l as manufactured by Raychem Corporation. L-1 LAVATORY 1-1/2 1-1/2' 1/2" 1/2' KROiN EW14 LAV W114 C.P. BRASS STOPS JERIFY EXACT W Q Z KROIN HV1LH FAUCFi AND TUBING SUP- COLOR AND PART 3 - EXECUTION AND DRAiN COMBI PLIES. C.P. P-TP,AP. FiNISH WITH Component kits complete the HWAT:.•system: HWAT components "'- .- L L Z I NATION. ARCHITECi. 3.01 INSTALLATION O HWK-P Power Connt,ctlon Kit A. Install self-regulating heater and components on domestic hot wate• �P°we,W,r."r =-HWATxa5/RIP HWK-T Tee KH a CL W L-2 LAVATORY 1-1/2' 1-1/2" If 2' 1/2" SAME AS L-1, SAME AS L-1. INSULATE HOT supply piping mains and risers as indicated in the plans and specifica- ___ Wi v U WATER SUPPLY tions after the piping has been pressure tasted, but before the thermal -u„"a.o"e°. �Sv°PIYP.P" HWK-S Splice Kit i Ij`' f� AND WASTE insulation is applied. Secure the heater es piping with Raychem thermal HWK.v . Z O I i W m O tfD PIPING BELOW fiberglass tape. P°w•1c°"""'' "v'"' -F w"ed HWK-k End Seal Kit I' JI� / I� LY Ch LAV. ..._ --.G1461at.n L HWAT W' r t.e1v 17 me Aub / �) r Z,k GT 66 Glass Cloth Adhesive Tape � /� I --- - - - - --- B. Apply "electric traced" signs to the outside of the thermal insulation. - ETt. "Electric Traced"Pipe Label I n V Q, W T/)a N 04 U-1- URINAL 2" 1-1/2" 1/2" 1/2" AMERICAN STANDARD SLOAN ROYAL FLUSI- VERIFY EXACT b _ NO. 65ROOK" URINAL VALVE MODEL 1186, MOUNTING 3.02 TESTS V,pe InfulAl,on I/iI�L^ NJG-L� I a 0 F I� N0. 6501.010. HEIGHT. i� " I s _ ----- - -- ------- - --- - After installation and before and after installing the thermal lnsula- in C1 of XI SS-1 SERVICE SiNK 3' 1.1/2' :/2" 1/2" FIAT MODEL MSB2424 CHICAGO 0897 C.P PROVIDE SILL- tion, test heater using a 1000 VDC megger, Minimum insulation resistance it Power Connection 2;PIpn Oetali 31 HWAT Tru al End Seal Termination Z { i,If O O u .I WITH STANDARD FAUCET. [UNE SEALANT should be between 20 and 1000 megaohms regardless of length. Detail - " 04 d I I STRAINER 1217. AT WALLJOINT. - - ----- ' -' - - F _� _-- - -- - i I , iI --- Y q'Z )� � I �-1 ( rrr- I � FD-1 FLOOR DRAIN 2' 1-1/2" -- J.R. SMITH 2O05A. MOUNT RIM FLUSH WITH PROVIDE TRAP OR FINISHED FLUOR PRIMER CON- HOT WATER TEMP MAINTENANCE SIS t EM 3' ELEVATOR. NECTiON. - 3" - AD 1 AREA DRAIN 2" - J.R. SMITH- - "- CONNECT TO STORM ? Z - L.i_�-!� "`1,(� "ff-K i� ) I NP (BALCONY) MODEL 01610. SYSTEM. / F r f Z 4 yu ` r�, �' t 1. 7 RD-I ROOF DRAIN 3" J.R. SMITH MODEL CONNECT TO STORM SCE SPECJOk 4 (PRIMARY) AND 1010-E-R-C. VERIFY SYSTEM. FL , ASHING. 4" REQUIRED EXTENSION 11 LENGTH_ • -•------ - -- -- - - - -- - --- 1 � �Ets Lil�.c:ap-r.M't� r`.•t�! t�-� I `zu `'c' RD-2 ROOF DRAIN 4" -•• J.R. SMiTH MODEL CONNECT TO STORM SAME AS kU I. e -�I1AT1 On► ' -� -�_ 4a 1070Y-E-R-C. VERIFY SYSTEM. � REQUIRED EXTENSION LENGTH. FS-1 FLOOR SiNK 3' 1-1/2' --- •-- J.R. SMiTH MODEL 03007 FLOOR SINK WITH ��` C,c�tvT INu�.-r 'oN ? L" i r Z1/2 T`7'i�v�►t- a: S/S TOP. LTY r ILA-t-- WH•1 WATER HEATER 1-1/2 1-1/2"; RHEEM ELECT IC WATER SEE DETAIL 2/P2,/. 9 KW (VERIFY f� N (y W HEATER MODEL EG-9-120-G. ELECTRICAL 53 GPH AT A 70' TEMP. REQUIREMENTSa RISE. WITH ELEC- { J'� i fr TH1C[AN. r'� 21/L I�i�t V t` �'rvlt7r_._Ge� PAW - - - - fT NB-1 WATER BOOSTER --- --- - 4 3" --• PALO 'MIN1F10" DUPLEX 100 GPM AT 90' FDH 30 PSI MINI .w % 1 , 111a,Ar-4(1- ` B _ WATER BOOSTER SYSTEM AT 4S PSI BOOST MUM SUCTION �I- MODE; 74-847-A WITH (TWO) 5 HP MOTORS. PRESSURE. ( 1tVAc NT i ION O f MODEL 10-12707 PUMPS. (SEE I./P2.3) (VERIFY ELEC �� --- - 1 TRICAL RE- �+}(, ---__- QUIREMENiS I„( , I Q G 1 �L , �" Ul WITH ELEC- TRICIAN.) 1 / 1-4 M SP-1 SUMP PUMP 2" 2' --- DUPLEX HYDROMATIC 36"DIA.X42" DEE,' SEE DETAIL 4 - SYSTEM MODEL OSP-33M1 FIBERGLASS BASIN WiTH 2/P2.1. rlr .I I P�tp'JID� Gam_' tsh _- 1� )� NON-CLOG EFFIUENi PUMP, STEEL DUPLEX COVER ' - If Y� i- INE Z !" I /S GPM AT 14' TDH ASSEM, Y. ELECTRO L L , ( 2'� V�N� (120V/10, 1/3 HP 'ULTRA-NATOR" (� T�{I`J. (�h1TU -MN+41-J1' MOTORS ) MODEL-SJ WITH NEMA 4X CONTROL PANEL AND j rl.� yi �•.s1. I'p �>r��IZT� I,# '� �i�VH�(/rt�__ N_ r) _J a THREE LEVEL SENSORS. 01li�'w i--1Y li fC I_ ve t_-G, -:Fn Dr.'I DRINKING 1-1/2" 1.1/2" 1/2" FLAW'S MODEL NO. 11'S TRiM SAME AS L-1. VERIFY RIM I r FOUNTAIN STAINLESS STEEL, HAWS HRC-210 REMOTE HEIGHT WITH Lf' II JE'iL GoNTINUra.TI WALL HUNG. CHILLER LOCATED iN LOCAL LODES. �)�� aw� rTr�t�.t_l � '� _ `�-`'-' S �i�� ( � 0_ CEILING SPACE. SEE DETAIL 1� I - T e,& % 1/4 HP AT 12G'V/I6. _�/ _ .>K v rt4 OF-2 DRINKING 1-1/2" I•I/2" 1/2" HAWS MODEL N0. 2405. SAME A: Df-1. SAME AS DF•1. �j 1 " . �` FOUNTAIN �J` 3 „HANDL l �/ Z TY I GA L - 7 v�� y� If lid I � II „ L -� I /G� 2 - Jil G i' w_ f � `t It E' -t-�-�-' e�'I � 4" 1 If f 4 I.•ILR.T-r:� it I II r ( I �,, 7 i I I' I - �I t -I 4 -L --. �. 1 4 I .--- -- ' % r�tiiJT I N i IAT i vJr�l I , ', 2 L L TY -Z�- I) �VG� -� �i�l nAt 81(aJ-3v1? �I• Tu Z'GTY Ic o.,.L (� �I - .. I n - - flZay%j 44M a V r 1� i v� I �,t L , / 1 N' z ►►��AA ►�. 4 �� -�-- � z(T rr•-�j� 3 � L � r 1 ' 1 r�' � r0 i,�i��io � Z ��. 01 V t4 If I • NN�TicaN �. 4,L) 1, it LLJ 411 �, x u � 1. % J Cn / �-_ it (-i Y�-z� ` V co wa r HJT=L� li I h ? I'/2 %t 9frt ((1�l ��y �1 �/y� � -1�/-V. Q �Y --L�-- - N N r \ I Q guruYV T __ 11 z If /too, i�i �Gi��V\J - .} ' 1�1-t(TYi'.�Gl .\�-�� •.I'�L"� �l�l /-rY�_ 1 �a�l lv w cl T' k �',, Z I, - sF-I tJT-,Pl* va t_�>� f"f�1r,%w� \ 4 �- I' ° �Z' E. fes__ ,� " �--tiNry. A Iry (_7 "rLi r.�*L. j 'a (� 4 ., it �/>i✓E `Ld�-Tj �LJS•ti v� hF V -2 rY - nY ' , 3 2 ✓ _� "(YP-Z1 (' ) �n�E� � 3 AM-e_" v 3 d r � � � N��/ �\ I 1 ♦ �Ja (Qrtl �p`�I•' 1pa -ToV _ `- �� G /� / / �' � DAZE \L i NV 4 / 4 I' �c�I�, Et 11/ "J/ 0/ r� BY: Nr _ 3 FP-I ITYI°-Z) DRA'�1 I 11 (TYp-2) CHECKED BY: �•.1 � --` --�-la 1� �r...\ N �� f7 3 Z 7 � t i lr L (�'� ",� ��=a a� _ REVISIONS: MoUt-rTsrr) �tivr� L v (�NIUXc "' Ut,4 r iN Ep � 4nEG wi� rT .l (/L►•L a - WG-I T � M�rJb- _�=-�- L Y�-21 �T PZ.2 Fn� �.ONT�JU,OTION pa 1 i o 5. yr r \' !ncikLi E.w �nrJ t� it li SIG-y (T7'p- - �= 01 4 v D it 14�k To � F?.V,G �7 '� /__- 7✓1�- -_- ---._� y0[?�PJ� L.'Ii�IVL - MAr;".e Nz)�gAiTuaAasuciAT es,"c. _T ! /Jc� ��NT I N U lkT I/70� �• �'\ 190V 4lLRICHT5 RESERVED y_- MESE URAWINOS ARE THE PROPEnT, ()F .(f�a"-0 �C _ ISA)AND ARE NOT TO BC USED O I REPdO MACI.EN21 jISAITU a ASSOCIATES P C M 01.ICE01N ANY MANNER,EMCEPT WITH THE PRIOR w'riTTEN PERw•.$SION OF M,A 2 HOT & COLD WA��ER RISER � WAS"`'E & VENT RISER 4 CEILING ��TED CHILLER 3 WASTE & VENA' RISER - - N1�h• SHEET �J-T AT6 OF .�'F�6500 J:;F3 NO. 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