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10200 SW GREENBURG ROAD-23 i i 1 M1 R y EARt;;N c '•till" CREDITS �P°�LAN ° DRAWING INDEX 0VV 'NER : CON FRAC T'OR: 10300 ELLSW GREENBURG ROAD CR ')W COMPANY 10300 BAUGH CONSTRUCTION CO. AWE COVER SW PORTLAND, OR 97223 PO BOX 767 (;2. I CIVIL SITE PLAN CONTACT: DAVID BLAKE BEAVERTON, OR 9��075 ( 503)245-9400 CONTACT: DAN QUATIER ( 503)641-2500 ARCHITECT: A2. 1 PARKIN(; S I RUC I URE LEVEL I, ELEVATIONS AND DETAILS INGRIM/MILLS, P.C. MECHANICAL: A2.2 PARKIN(; tiTRUCTTURE LEVEL 2, ELEVATIONS, ENLARGED PLANS AND DETAILS ONE CENTERPOINTE DRIVE MCKiNSTR Y COMPANY SUITE 300 834 NF. COUCH LAKE OSWEGO, OR 97035 PORTLAND, OR 97 232 S1.0 GENERAL STRUCTURAL NOTES CONTACT. BART MILLS CONTACT: DAN HOWARD ( 50 .3 )620-2025 ( 503)238-4620 S2.1 PARKING STRUCTUE FIRST LEVEL ABBREVIATION --) S2.2 PARKING STRUCTURE SECOND LEVEL STRUCTURAL;CIVIL ENGINEER : ELECTRICAL: KPFF CONSULTING C:HRISTENSON ELECTRIC, INC. S4. 1 CONCRETE DETAILS AND s EAST 421 SW SIXTH AVENUE 1 -11 SW COLUMBIA S4.2 SLAB DETAILS i L ANGLE SUITE 911 SUITE 480 EACH PORTLAND OR 97204 PORTLAND, OR 97101 @ AT IL ELEVATION S4.3 BEAM DETAILS C CENTERLINE EJ EXPANSION JOINT CONTACT: GAAFER GAAFER CONTACT: BR!,AN CHRISTOPHER DIAMETER OR ROUND ELECT ELEC rR.ICAL DAVID D E H A P P O R T ( 5,13)2 41-48 12 PERPENDICULAR EP ELT CIRICAL PANELBOARD ( 5 0 3)2 2 7 3 2 51 / JOUND OR NUMBER EQ EQUAL AB :,NCHOR BOLT EQUIP EQUI PMEN7 EIRE PROTECTION: AC AIR CONDITIONING EXIST EXISTING L ACOUS ACOUSTICAL EXT EXTERIOR SOILS ENGINEER: DELTA FIRE, INC. AD AREA DRAIN DAMES AND MOORE 1479.5 SW 72ND ADJ ADJUSTABLE FA FIRE ALARM AFF ABOVE FINISH FLOOR rn FLOOR DRAIN 1ZLv 5W 1�10RRISON ST. PORTLAND, OR 97224 ALUM ALUMINUM FDS FOLD DOWN SEAT SUITE 404 SYMBOLS. ANDD ANODIZE FEC FIRE EXTINGUISHER PORTLAND, OR 97205 CONFACT: ANDY CA4020 APPROX APPROXIMATE CABINET CONTACT: JAMES JOHNSON ( 5U3 ) i2U-4020 ARCH ARCHITECTUR.P.i, FF FINISHED FLOOR ( 503)228-7688 FH FIRE HYDRANT BD BOARD FIN FINISH (ED) BLDG BUILDING FLR FLOOR BLHG BLOCKING FND FOUNDATION BOT BOTTOM FOB FACE OF BRICK rMeta_'_ Numbs: HOD BOTTOM OF DECK BOC FACE Or CONCRETE pOp FACE OF FINISH Sheat on which Detail is CB CATCH BASIN VON FACE OF MASONRY located CC CENTER TO CENTER 708 FACE OF STUD CZ CAST IRON FT FULL SIZE FTG ��--� Reyncte CIG CLEAR INSULATING G FOOTING GLASS FUR FURRED (ING) CISG CLEAR INSULATING FRS FIRE TREATED & Rccm Name SAFETY GLASS PRESSURE TREATED WOCO CLO CEILING Rccm .Hummer .first Di CLR CLEAR GA GAGE GAUGE - Ll..j g't-Flcc= ® � Numoe= 2nd & 3r. Di-_t- CMU CONCRETE MASONRY UNIT GB GRAB BAR Rccm N-.:rter CO CLEAN OUT GI GALVANIZED IR01: ^.sr Sc—d.�_e Reference COL COLUMN GYP HD GYPSUM BOARD `e^c=..^c Hei^t CONC CONCRETE - CONST CONSTRUCTION HB HOSE BIBB CONT CONTINUOUS OR CONTINUE HC HOLLOW CORE U ne CT CERAMIC TILE RK HOLLOW METAL Bu::_iac Se •t;cr. Num:e_ CJ CONSTRUCTION JOINT HORS HORIZONTAL HVAC HEATING, VENTILATING S.,eet *hm:=e= cr. wh_ Sect_Cn Q Ln D7 DRINKING FOUNTAIN & AIR CONDITIONING - __ a_e_ DIA DIAMETER or--,� (� DIM DIMENSION ID INSIDE DIAMETER DR DOOR INSUL INSULATION D8 DOWNSPOUT INT INTERIOR DTL DETAIL --. Sheet N,,*- e:, DIlG DRAWING sectio.. :s -ocated C 1 �- .- JAN JANITOR RD ROOF DRAIN �` Q JT JOINT REFR REFRIGERATOR T e REINF REINFORCE (D) (ING) �- CL XPL KICKPLATE REV REVISION (S) REVISED RK ROOM :)Cc:* Number LAB LABORATORY RO ROUGH OPENING LAM LAMINATE (D) LAV LAVATORY 8 SOUTH LT LIGHT SC SOLID CORE; J SCD SEAT COVER DISPENSER Interior Elevation Number_ MAX MAXIMUM SD SOAP DISPENSER /, ' ECH MECHANIC (AL) BERT SECTION NED MEDIUM SHR SHOWER h.��y�_� Sheet Number on which interior z Melevatipn is 1,, MFG MANUFACTURE (ER) 8HT SHEET located MG MIRROR GLASS SIM SIMILAR MH MA14HOLE SPECS SPECIFICATIONS CODE REVIEW MIN MINIMUM SST STAINLESS STEEL MISC MISCELLANEOUS STD STANDP,1iD �� � O MO MASONRY OPENING STL STEEL PROJk�CI_QESCRI ION CITY OF Tl�i MT?. METAL BTOR STORAGE MULL 2 Leve]. Parkin Approved...'• .................................................... l: MULLION BTRIICT STRUCTURAL g Garage ConditlonellY Aptxovod...•���•.�����•�•��•��•��������������� � } ........................... > HERMIT NO.�vor deln: L..,., NORTH T TREAD ND SANITARY NAPKIN TA TOP OF ASPHALT Seeletterto:Follow.,,,....., O DISPENSER TC TOP OF CURB ( j• � � OCCUY�NCY GROUP Attach................................................( NIC NOT IN CONTRACT TD 'DOWEL DISPENSER L.1J NO NUMBER TD/WPR PAPER TOWEL D:SPENSER/ B-3 Open Parking Garage Job Address: W L1.J u NR RECEPTACARYLE NAPKIN RECEPTACLE _�- 1 .L , RECEPTACLE TEL TELEPHONE VICINITY MAP By Date: NTS NOT TO SCALE TiG TONGUE & G;�OOVE � J TIG TINTED INSULATING 'PXPE IjF CONSTRUCTION W SOC ON CENTER GLASS o OD OUTSIDE DIAMETER TIBG TINTED INSULATING rype - I SAFETY GLASS L1..1 Q / C 41 'RCj(W()00 PH TOILET PAPER HOLDER TOC TOP OF CONCRETE , PLATE TOM TOP OF WALL n w` y P LAK PLASTIC LAMINATE TP TOWEL PIN O_�NNESS ^o ' N.MIl1pN SI PLIrD PLYWOOD TPL TOP OF PLATE , - �eAMAI M �J U L. PNL PANEL TS TEMPERED SAFETY GLASS Percent Of Openings In Exterior Wall 60% or rN Y tirrYr Ip AM Percent Of E , PR PAIR TTSG TINTED TEMPERED SAFETY BeeC verton '�° I _ PSI POUNDS PER SQUARE INCH GLASS Length Of Openings In Exterior Wall. 60$ PVC POLYVINYL CHLORIDE TV TELEVISION - III Y( N1 AILEN a PercentOpenings TMX TELETYPEWRITER PerOf O e ' QT QUARRY TILE TYP TYPICAL p nings In Interior Walls 92$ 4 D/Ntoo r R RISER IINO UNLESS NOTED OTHERWISE N o�n`nE'N RA RETURN AIR rn H;- - ,.a RB RUBBER BASE AREA ` S/ rl 11O ^^o ARO N rtn� coM sr `� �0 VCT VINYL COMPOSITION TILE / I � _ _� 0 TYpe - I Construction AACIfKM jr • -�/E <- r_. W �� i� """ " Mil ° VERT VERTICAL no � Nv n sr, • '",' '� v� VP VENEER PLASTER Allowpb,'.e - Unlimited WASlli,M;110 ,S0tJAR ` t ` sr no�• �° ro f I VEST VESTIBULE _ U N, (; I Pl>•KiNA� MN Sir--�� �!�1" Actual - 70, 180 S.F. Per 'tier 140,360 Total I' E�'T"SI ?<` W WEST iM/ WITH ' tR O -O1AJI 1\ S O WC WATER CLOSE" O�U cNv NpD WOOD � oON 1EPHENSO1 EXITING WG WIRE GLASS -+ oodc i S t � i l�INs� �11 V 1-r M� tD Occ:Apant Load - 200 S.F. Per Occupant s"`'1 I �� p o g civ 11H WATER HEATER �8 to cc Il Ruff igar � I !v, • Iw�IE « Vsw W/o WITHOUT Q '� c Al Q U 0 o NP WATERPROOF 70,180 Divided By 200 351 Upper Tier Mtn Aq courvr clue '� (U L11 CD 0 OAARDE MtDONALD SI ��\VYE_fit �f`l n0 N ^O O Q1 (U C^7 WSCT WAINSCOT It T�a,n�^ � t Stair And Ramp Provided Cn Upper Tier — pAI(� i♦ � C' � \ N-'-. 110 _--. _RON�r,�- -- I 11 , .�, ^-\Y. ► TI r ' ti Rim 70, 180 Divided By 200 = 351 Lower Tier sArrlEA sr , k ' L1 ., .amps Provided Also open To Adjacent Grade. PROM" VICINITY MAP NURTN DA-MOC T. 10, 1989 RIrMON M I • t. L 4. 1 II Ii111IIIIIl11I1111111I1111111I11111I1111111I11111�1IIIIIIIIIII111111111111►IIIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIlItI11111II1,IIIlIrIti111lrllirl►Irllllll NOTE: It THIS M ICROF I LMEt' '- ( 2 3 4 5 —_ 6 7 78 9 1I0 11 12 _ DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THF QUALITY OF THE ORIGiNAI -- DRAWING. OE 62 92 LZ 9,7 SZ S,2 EZ ZZ 17, OZ 61 AI LI 91 S! t,I EI 01 II 01 S Y L S S b E INIIIIIIIIIIIINNIunInnINNINNI1n1IIIIIIIItII111rIHUINNIrnllwrhrulNnlunI111111111II1lIIIIIIIIII1111�1IlIIIIl111III1111111IItIIIIIIlI111116111I111111111IIIIIIIIIIIuI(111uIIIIIII111I1111IIIIlIIIIIIlIt1INIIIIIIlI1111I1111IIIIlIII11I11I1j1111II111IIIIlI1111iIIIlI1111III11I,ilit1'II .APRIL 11 1991 I 1. A r I N H ' Y i 5 7 8 12 1 ;� Q14 16 15 azjl Lf ��-311 �I SII I�_.Li. Z.I Ibl-?•II lal•vl' I �12� I�I,211 I I�1•Zi11 I�I•'✓1 ��CJ+'_�I I�I ,y�il ��I��il 4� 411 V ,% ��- - I BARMIN F MILLS �E'cc�naNc, lI � I ,:G'IJG. 1-1 �,1� GoI.1G. �.1A•l-l.. ----- c.l =9 �'M Pati✓ SPA s .9 Co r-140T `II.21�c� �, --— --- 2(o, SPA•IiES n _E� ?.042.114 ' 18'• �4' oIl ��I �I J -C) - ------- - --- I m - - Al,- / ,- ----- -_— � - I-----•�- Sep STS n,�z. �:�� ' �F 1Z) All II 4) -- - `a,4,1_pll I------ F1UHT Flo `.�'Ah! t7 5 E'S n ME— I c G - V �-. NQ Gam•, -. 0 V Lp - � o r � t 2"1 r1 p Xr 1104-4'r: S Ns W Q - - — '2'31 •ON �- � J� "J PARKING STRUCTURE LEVE 1 Z � — L _ NORTH U r' 10 9 g Imo^ -1 -IT�I UI ---�_------------ _ - 31-vli - VI II •ICA^4 I:i,�-TUr' ,--[Hill I 111f] P5 1 d CO DIL h Z c�C D. P,O W I.UL IL GO Ute`F_ rr w a CL - �� ---- - _ --- - - Ga�1G• #-E�/�L n I ICu-aJ ... I1 fit:-4 4 PPER DECK ENTRY STAIR ELEVATION UPPER DECK ENTRY DRIVE ELEVATION d M 1/4 EQUALS 1 0 2 1/4' r0UAL5 V-0' \ ,g EQ m � � N C•7 �-- f,00 LP44- Gan ,--t.dw I c+✓I� .�.� � � — _ -• �ANT f IXTv�E � � �'a �I.»ER_ /U2�E�U LO � � ---- ---- •_ Imo. ,..- rWh�L.rJ(JIL Clap � � U Tn .`.��. i,1�1_,�_ T _ PROD�ql T OCT. 10, 19,99 A _. o� .� oA - II/2� c:�lA�'I F�� - - - ,:;'e' • ' . _;._"-�NL i�p►r'Ih GONG. hr..�`1 PERMIT nI0. e92508 1 �IZR�!J��A- LL DETAILS UPPER ECK ENTRY DRIVE SECTION 1. t OF 4' 1 QIIAI S -1'-0# s � A2. 1 .I f, NNW.,-.11111111111111111111;I11I1111tI1111111111111111111111111111111I11111�111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII111�IIIIIIIIIIIIIIIIIIIIIIIIrllllllllilllll1111111111111111111_ i�lllll .. .�.. �. � _. �.. ♦ ,•f NOTE: IF THIP, MICROFILMED 1 2 3 4 5 _ 6 g 9 I I I 12 ' DRAWING IS LESS CLEAR THAN _� r ` f THIS NOTICE. IT IS ;WE TO i IHI'- QUALITY OF THE CRIGINAI- OE 62 82 L2 92 S2 92 E2 22 12 02 81 91 1. 1 91 111 i`1 EI 91 I 11 of / • 9 S b E 2 ,r.�.. r!IIIIIIIIIIIIIIIIINIIIIOIIn111111111N1111111p1111111111111111111114111111111Ill NlIll IIIII IIll 11111"IIIIIIIII fill,111111111Ill Ill III IIll Ill 11111Ill 111IIIIIIu1hIll 1111dnuhnllnnlnllb111hn111u161uu111111111111NIIIIII hwlnurnull�ul�lul�llhwlunitllllllUll;H I APRIL 11 1991 1 Y G R 1 N 1 2 3 4 5 6 7 9 "I U 11 -12 13 14 15 -16 -- (� > �~ BARI-ON F MILLS I .�,I,oIN IIII Ilv-A ills �I.SII �'I I Ilvl-11 I�'� � .��,� . ..-•) _`� --- I — -- - ---- - ---- I —---- - .� PORTLAND.CR 0. OF - � 0 _ --- - - Pa�.JGK- �OLLLaR-f7 -�,I�CiI► GIJARD V���- I I W/ TINT �I�UI� -- o � - u'NL "11�-EA�rr;� IIII ► I' P, � --- -- I � • ` e � � _ __ 2 to `�T'P•!/r%`� 'i ----- + 4' 2321-yI - N RISER DETAIL �_- I J 11/2' EQUALS 1'-0' S SL IoISON _ - - - 1 IZ II � ars �m c,k-vo° -- -- � ------- rl/ .I�a�-IT �I�L � -- -- ���a►� of �inY Z - ._� -- _ �-l�;pMpAG�J�P w �' � - �. �CJ�.�,I tale}.I�F•��F-PSI- 2Co 5'�1ti1•l !�.'`'� � DEIN � - ' V {J STAIR SECTION 3/ 16' EQUALS 1'-0• „dNfl`�GA-pG- �� MpO Iwll \\ Q pjFl C - rP+l �� c G� ;\}. Q.?06.1 � ,� — SII GOIJl� 51.10$ 5l'�.�A �v z 7�}'� r-- ,n 47 � � S COME _• ;Lw P TU A. ZO(o•1 r•N >' —�� -- - --.------�C— I --�— z —110 -• �� Ir�li- aU�� I ! � < L4 I - 40I_oll me u/ L.I V HT 101�� `J Mall __-_.-------- -- � - _._ --- ----- �- i I I NORTH PARK ING STUCTURE LEVEL 2 a J 1/'16' EQUALS 1'-0° � � ,^ �I�.I ' ' _ �,�r_ = fINI��I�v �.- �� .�. ,�'TIONS 4.' _I + 1 - / \ g �� --J J TwM . Siva 2J ".I T U Z Z I r- ,(J I --- — - -- - - -- _ -- GI LONG GU>`3 • � 4i'� -- -- — I - -� - z— -- _- - - - ------------ - Q r t II a IZr�A 75 — .._. - i- L' U I L Li 11 C_J C_J C C-.7 CL`s CCS t'_7 t=� t-7 _�7 t: '� 1 1i=-] L�� �� IIII FLS. ' _� -7 C '41o I-la�.io I II SOU I-� I� I � ��-� - - - -- — -- -- -- l---- - ---- - — - - — - - - -- - - -- -_ �� --- - — — — -- - -- —_..-- --- --- - - -- — -- ~ A �.I � I �'.{�IIX GPS' ----- I 0Zi 0 j c d oai � � i I •`�� o vii PROJIM w k s r c I Cv►,1'T'F-0� � `� - _ -- -4. �.--_ - -- —�---- � a►TR OCT. 10, '19 8 0 Rrfmom h.l ii T NO. 1�95CIS3 + T L"� LAST __ P PLAN PARKING STRUCTURE ELEVATIONS 1 , 1f,• uALS ,'-o° 9 � A2.2 S 1 AIR / RAM >. � ■ 3/ 1f� EQUA�.S 1 ��,:^ ',j-'A)�'•.-_..,i+�u.... ...Al1y�,-..- "'......�,.'.n.a•�.� ....a.,.. u+...«-.w. ..,......+.wurr.., ,- ,;mss,.-:_. ...c+.M�.w+w._...». _.r,..r�w•w-. I *11111►I1111111I111)I,1I111IIIII1111111I11t11,1I111I111I11iI111I11111t1I11111,1�1111111I11111, (I,IIt11I1,1�1)II1111t11I1111111I111IIIIII,III,II1,111IIIIIII1111I111I111I1,1111111,111,111111111 NOTE: I F Ti;IS M ICROF I I-M'') �-- I Z 3 4 --__ 5 — 6 7 9 9 I'0 —_- I I - 2 DRAWING IS LESS CLEAR THAN k. I a THIS NOFICE, IT 1S CUE TO " QUALITY OF THE ORIGINAI DRAW 1 NG. ------- OE 6Z 8Z [Z 92 SZ bZ EZ ZZ IZ aZ 61 81 LI 91 SI bl EI al 11 01 N 9 L 9 S b E Z I2.4L'- p �:�IIIIIIIIIIIIIHIIH11InnInIIINIIIHHIl11111111III11I11NInN1lnllunllHlluNINNII111III11I1111I1111IIIIIlt1�lII11111111IIIIlII111I IIIIIIIIlIII11IliNII111II111IIIlIIIIIIIIIIIIIIIIIIIIIIIIIlIII11I1111�1111J11111IIIIlIIIIlI1111Illllllulllulllwfnnblllbll!WIlII111IIIIIIIIII�IWl1 1f APRIL 11 1991 R7� GENERAL_STRUCTURAL NOTES CODE REOU I REMENTS: CONFORM TO THE UNIFORM BUILDING CODE, 1988 PC: IION, AS i,74ENDEDI� AT OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER AND Al f11E SLOES, OF ' �4 BY THE STATE OF OREGON AND THE CITY OF 1IGARD. THE OPENINGS, EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING. PROVIDE ONE 45 OR SINGLE LAYER REINFORCING AND TWO #5 FOk DOUBLE LAYER TEMPORARY CONDITIM; THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL REINFORCING, 4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS REFER TO tivq STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL W'.l.l SECTIONS. w. 1 DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. SLAB BARSHALL BE HOOKED INTO WALLS OR HOOKED DOWELS SHALL BE PRO/IDED TO MATCH WIAIl2A1tL IN A:JDIIION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALIOWABLES SLAB REINFORCING, WERE USED FOR DESIGN, WiTH LIVE LOADS REDUCED PER UBC: eW._TENSI NING ,25j&, _ ALI POST-TENSIONED CONCRETE SHALL LAVE A MINIMUM STRENGTH Of 3000 PSI AT TRANSFER OF PRESTRESS FORCE AND A MINIMUM STRENGTH OF FLOORS' 4000 PSI AT 28 DAYS, U.N.O, AS SUBSTANTIATED BY STANDARD CYLINDER TESTS (FIELD PARKING 50 PSF L.L. CURED FOR VERIFICATION OF TRANSFER STRENGTH). EXTRA FIELD-CUkED TEST CYLINDERS SIDEWALKS ANJ Dk1VE.WAYS 250 PSF L.L. MAY BT REQUIRED AT THE CONTRACTOR'S OPTION. ALLOWABLE SOIL_ BEAR I N3 PRESSURE 2500 PSF (PER SOILS REPOPI CY DAMES 11 MOORE) RETAINING WAILS 55 PCF (EQUIVALENT FLUID PRESSURE) POST- TENSIONING SHALL BE INSTALLED 10 PROVIDE THE REQUIRED FINAL PRESTRESS FORCE WIND 80 MPH - EXPOSURE B (,AFTER AI_L LOSSES) AT THE LOCATION SHOWN ON THE PLAN OR DETAILS FOR EACH MFMBER. POST TFNSIONEG REINFORCEMENT SHALL CDNFORM TO ASTM A416 FOR UNCOATED SEVEN WIRE EARTHQUAKE DESIGN 1S BASED UPON THE FOLLOWING: STRESS RELIEVED LOW RELAXATION GRACIE 270 STRAND. POST-TENS!ONED REINFORCEMENT Z = .2, 1 = 1.0, It = 8, C = 2.i5, V = 508K AT BASE SHALL BE 1/2" DIAMETER UNBONDED TENDONS UNLESS OTHERWISE NOTED. FOR UNBONDED TENDONS, FULL LENGTH PROTFCTICN SHALL BE PROVIDED TO PROTECT THE TENDON FROM SUBMILTALS: SHOP DRAWINGS SHALT_ 3E. SUBMITTED TO THE ENGINEER PRIOR TO CORROSION AND PREVENT INTRJSION OF MOISTURE AND CEMENT PASTE. FABRICATION AND CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: SHOP DRAWINGS ARE TO IIICLUOF ELEVATIONS OF ALL BEAMS, AS WELL AS PLANS Of ALL CONCRETE MIX ''?ESIGNS, CONCRETE AND MASONRY REINFORCEMENT INCLUDING MIL! TEST SLABS SHOWING AIL TENDON LOCATIONS SPACING OF TENDONS OR GROUPS OF TENDONS IN REPORTS, PRECAST C9 3RESTRESSED CONCRETE MEMBERS, AND EMBEDDED STEM ITEMS. THE DISTRIBUTED OIRECIION SHALL NOT EXCEED 8 TIMES THE SLAB THICKNESS, NOR 5 FEET. CONCRETE COVER FOR TENDONS SHALL BE AS SHOWN ON THE PLANS, TENDONS SHALL. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, BE INSTALLED WI1H A PARABOLIC DRAPE WITH + 1,8" OF THE ELEVATION SHOWN ON THE THEY SHALL BEAR THE SEA! AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN PLANS FOR HIGH AND LOW POINTS AND WITHIN f 1/4" AT OTHER LOCATIONS. THE MINIMUM THE STATE OF OREGON. RADIUS OF CURVATURE fOR TENDONS IN THE VERTICAL OR HOR!ZONTAI PLANE SHALL BE 21' . WHEN TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 DESIGN DRAWINGS, SHOP DRAWINr,c AND CALCULATIONS '--OR THE DESIGN AND FABRICATION THE SPAN BEYOND THE SUPPORT. OF ITEMS THAT ARE OLSIGNED BY OTHERS, SUCH AS. PRESTRESSED CONCRETE, BRICK PANELS, AND STAIRS, SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, LQNCRETE MASONRY: CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, GkADE REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ENGINEER. PRIOR N-I. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'm - 1500 PSI AS TO FABRICATION. VERIFIED BY PRISI6 TESTS. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND IF NOT SHOWN SHALL. BE AS NOTED UNDER "MASONRY INSPECTION: SPECIAL INSPECTION BY AN APPROVcO SPECIAL_ INSPECTOR, SHALL BE REINFORCING STEEL". PERFORMED FOR SOILS COMPACTION, CON-RETE AND REINFORCING PLACEMENT, PLACEMENT AND STRESSING OF POST-TENSIONING TENDONS, AND STkUCTURAL MASONRY PLACEMENT. ALL M21&i MORTAR SHALL BE TYPE S WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SOIL-BEARING SURFArES SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF 1800 PSI AND SHALL CONFORM TO U9C SECTIONS 2402 AND 2403. OF REINFORCING STEEL. INSPECTORS ARE REQUIRED TO BE PRESENT DURING CONCRETE PLACEMENT AND POST TENSIONING OF TENDONS. MASONRY GROUT: GROUT SHALL HAVE A MINIMUM IOMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI AND SHALL CONFORM TO UBC SECTIONS 2402 AND 2403. GROUT SHALL CONSIST OF A C NLRTEi CONCRETC WORK SHALL CONFORM TO CHAPTER 26 OF THE UNIFORM BUILDING MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE. TO WHICH SUFFICIENT WATER HAS CODE. CONCRETE STkCN;111 SHALL E: VERIFIED BY STANDARD 28-DAY CYLINDER TESTS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. AND SHALL BE AS FOLLOWS: ALL CELLS CONTAINING VERTICAL. BARS AND AIL BOND BEAMS SHALL BE FILLED WITH GROUT. f c 1(PSI) QR MASONRY REINFORCING S-KLL, REINFORCING SHALL CONFORM TO UBC SECTION 2402(b)10. DEFORMED BARS SHALL BE GRADE 60, AND SHALL 3E SECURELY PLACED IN ACCORDANCE WITH 4000 STRUCTURAL SLABS, BEAMS, COLUMNS AND FOOTINGS UBC SECTION 2404(e). UNLESS OTHERWISE NOTE[ ON THE PLANS THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: Z THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TWO WEEKS FRIOR TO PLACING HQBIZONTA (IN.BQND BEAMS1 O CONCRETE. THE MIX DESIGN SHALL CONFORM TO UBC SECTION 2604. WALL TbjCKNES� VERTICAL BARS RUdaUDRIAL BAPS DAL,L( 80ND A WATER-REDUCING ADMIXTURE CONFORMING TO UBC STANDARD NO. 26-9, USED IN STRICT 4" #4 @ 48" O.C. 44 @ 48" O.C. #5 @ 48" D.C. w ACCORDANCE WITH THE MANUFACTURERS' RECOMMENGAl'!ONS, SHALL BE INCORPORATED IN 6" #5 @ 48" O.C. #5 ? 48" O.C. #6 @ 48" O.C. CONCRETE DESIGN MIXES. AN AIR ENTRAINING AGENT, CONFORMING TO THE UBC STANDARD 8" #5 @ 48" O.C. (?)#4 @ 48" O.C. (2)#5 @ 48" O.C. N0. 26-9, ce SHALT. BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES 10 #6 @ 48' O.C. (2)#5 @ 48" O.C. (2)#6 @ 48" O.C. EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% ± 1% BY VOLUME. 12" #7 @ 48" O.C. (2)#5 @ 48" O.C. (2)#6 @ 48" O.C. POST-TENSIONED CONCRETE SHALL NOT CONTAIN MORE THA► .06 PERCENT CHLORIDE ION BY WEIGHT. BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF REINFORCING STEL;,,;_ REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, LINES AND AT THE TOP OF WALLS. PROVID A BOND BEAM W!TH TWO #5 BARS HORIZONTALLY � INCLUDING S1, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE AFSOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT FABRIC (WWF), UNLI.:SS OTHERWISE NOTED. REINFORCING STEEL SHALL BE SECURELY TIED E',H SIDE. PROVIDE ONE BAR MATCHING VERTICAL BAR SIZE, FOR THE FOIL HEIGHT OF r , IN PLACE WITH #16 DCWIBLE ANNEALED IRON WIRE. REINFORCING STEEL, TO BE WELDED, THE WALL AT EACH SIRE OF OPENINGS, WALL ENUS AND INTERSECTIONS. DOWELS TO V SHALL BE IN ACCORDANCE WITH ASTM A706. MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED :NTO THE SUPPORTING -- BARS IN REAMS AND SLABS SHALL BE SUPPORTED ON HELI-CURED CONCRETE BLOCKS OR STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE — APPROVED METAL CHAIRS AS SPECIFIED BY TFE CRSI MANUAL OF STANDARD PRACTICE, CORNER BARS TO LATCH THE HORIZONTAL WALL. REINFORCING AT WALL INTERSECTIONS. LAP ALL BARS AT SPLICES 40 DIAMETERS, WITH A MINIMUM LAP OF 18EXCEPT AS NOTED. MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACT huiflUAl OF S7NDARD PRACT:CE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACT 315. SHOP DRAWINGS ARF. TO INCLUDE ELEVATIONS OF ALL BEAMS AND COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIRIM LAP OF 18", EXCEPT k NOTED. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: UE COYER BEAM AND COLUMN BARS 1-1/2" (TO STIRRUPS OR TIS) } SLAB BARS I" Z WALL BARS: INTERIOR FACES 3/4" EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AN: r1ALLER) 2" (#6 AND LARGER) FOOTING BARS 3" LQNCRETE WALL REINFORCING (UNLESS OTHERWISE NOTED): W 0 WALL THICK(yE5 HORIZONTAL BARS VERTICAL BARS LOCATE( u 6" #4 @ 16" O.L. #3 @ 12" O.C. @ CL OF WAIL 8" #4 @ 12" O.C. #4 @ 16" O.C. @ CL OF WALL Z 10" #4 @ 18" O.C. #3 @ 14" O.C. @ EACH FACE 12" #4 @ 16" O.C. #3 @ 12" O.C. @ EACH FACE ' 1 < v J � V w Q � ...J CL I— rI a rJi R-N ► H Yew ►� 00 iYz t �0 Obi aid M 1 > xa� �y > uo. Q .r [ 1 z U C ' rr O1 U c O I f`ROIiCT DAn: RICVL4101 Elm? ��O s t tl rw .: v ,.. .�. .wOAI�N14w�.+^•r /A�IRl1/r� w�waayptns. ( - +i1111 ►IIII�IIIIILI(ILI�111('IIIIIII�III�ILI(IIIIIII(ILIIILI�IIIIiLI�I�1�lIl!III�III�ILI(Ill�lllllll!III!ILl�lllllli�ll IIII�IIIIIII�I�I!III�IIIIIII��II�IIIIIIIIIIII�IL1!III�IIIIIII�111(111�111 `6`, NOTF: I F' TH IS M ICROF I I ME ( — —? 3 4 _ 5 6 T 13 I C1 _ I L 12 L` DRAWING IS LESS CLLAR THAN —_ THIS NUT ICE, 17 IS DUE 10 THF QUALITY OF THE ORIGINAL 3ox � DRAW INI,. OC 62 BZ LZ 92 SZ bZ C2 ZZ 12 0is 61 BI LI SI SI bl 61 21 II 01 6 8 L 9 4 nIINN�NIIIIIIILINI!�DIIIII161NiHIIIINIINNIN1111N16HIIIHIIIIIlI1III,HI�INIINI1�111111HdIIIIIuL�NI16111�INIIN11�1In111N�11111N1►�11N11NI�INIhlnlnull111)IIIIIuu�Ill,lu,IluHlllll)ulIlIlIIiINIINNIINIiIINhIuILLnfiiuluullul�111�uulNn�ulllnuhu, ' APRIL 11 1991 OnA- s. �Qikt' 8 9 IO 11 12 15 I4 � '►/^ -- -- - --- -- --� _�.w�LOGLJ�T ���� r �` � 'c., -� 15 26 -2- ' 18'-2" Id2I " I ,Q t' �� 21, �1 21• 81 3, - �I 31 - 4y,1_ II iQ UI U 21 IIM (?I5--'1 7 r2015, I �--- --- _ 1i10 2t IN I GRID f� O i yp F F�l --El� E 1 - - - �I I. O 1 1 tp I O 1 b , al l7 , (�4�) 2aq,23 ) !?093 wf,70) 20)(0,17) Z ' , ) I ' O 1 1 aJ1P1, ( O'� 75, ZCn.34) 0243 92 ) (205.29 ) _ I 5 Q - 3 L) 1 51M, E-4� ' iNNt1 _��-Zt lL FcPoS-r-,--•_-of- --- E _ __-._--_�--_P—.�--- 2Uo. 4 I I -E-4 % oc 05 ? ') (200 1) ') ,la') V l7 � r204p7 (Oy �,1T)17 ) 1b, ) 29%0 17' <2� X1 �2a �20Co.17 ) Ci FUR. GJfAI(C.- G•D L� .I __ _�) .► � 54.1 J } - Ga-2 "/' ,L b 2 bZ cse•Z �B•2 w - - - - -- - --- LLJ (ZOC.5 , ,El B I3.xm)) 05,32) �0�,74) �� ,� I ?D5,7o) 20(0,I a > ,?4 )5.20 (20S X31 I 3 ) (202,57 ) ) �. W tY V I 1 W w I i � E- Ll C w A A A A A �A �A A O A A 8 Z © �2o3.oa) POs►00) 203.06) 03.40) ,o0 3 (2t��.ar�') �to3• 203 �') <w3.00) F3.00) <203.c)6) 3.ao� � r2o3.ato� v �L G Z Q < I I -- � I- � I U IL f woo (fey LINCOLN FIVE PAk'KING GARAGE � � FIRST LEVEL - tiles' I -ol P. [] wow �» [ I. Zf0 N Jaz SCI BMJ 0. F• I.. U 0 q Gl 1. X I I.J C71 GIL\TE."Oj FOpTI 1Jla `T'YPEh , SEE 2/e-j 4.1 FOR 5GH EG U LE C4 2. (>�x' )IIJDIGATE TOP (JF Ft"TlWzG3 R3LEVATIQIJ Ar GOLUHO • a a 3, • IIJrlIGATF�j N4" ,c 14" Gl1NG, GOLUMRJ , S� 954.1 RaDIC DETAILS . U C 4.*mm4 I W IPIGAT9;r=, 61' GONG. WALL , •-.5E-E 6/9:5,4,1 FSO IZ RZEI N F, c S.C+b-x I Nt71LATEh COKA E. E5EA4'1 ''•YPE`J , -3Eff. `5/94,1 FVIC vE750.1 Lry PROIFCP DATL 10-9-89 52.1 J" 1 I , . .,. �"' . ,. wnM�+*!Aww,t"tnwwl...nww+a=+ N►'�'en++�w.....,,s.,a„�,•.-...,.».. ��'� 111III►i1111111 V I I I III I I III 1 1 III I I 111 I I III I I III I III I I III III III f 1 1�1 1 I t t t t 1 1 1 SII 1 I I I 1 I 1 I I I I Itl I I I t t III 1 1 I 111 III III 111 III IIIIII III III III III III t►I1 III I I III'i ' IIIIIIIIII•, IJIIIIIIIIII ItIIII , IIII I I I I ' NME: IF THIS MICROFILMED �- 1 -- 3 — - 4 v 5 6 7 9 fo I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAI i DRAWING. OE b2 92 12 92 SZ 02 U2 22 12 0? 61 91 LI 91 SI UI EI 21 II 01 d 0 L 9 Sb E 2 - 1 II!IIIIIIIIIIIIIIIIIII III In111111I111111111I111111111I11HIII11I111111111I1IIl11IIlIII11I11NI111111111I111111111IIIIlI114III1111111I1111IIIIlIIII IIIIIII llllltlltli111IIIIlIII IIIIIIIIlllll!It;IEiIiillElll!IIIIIIIIIIII�tI11II111III11IIII111111IIIIlIIIlII111111RIIiIRVIII!illll!I1111IlIIlIIIIIIlUJI1111 APRIL 1991 A 1� v l t101 t • 10 11 b' 43 -� h 5 I� 3 Imo- 2 I�� 2 •2 I Ir�. 2.. � Ib-2 184 18-2' I6-2 f I:N14' APKO'N � -�11 I�j'-C� I "4 de KANIF drSLOW a,I 4.1 �, f V1 14 TF►�IVOIV� ; 1 Ir ) I�� _ I� 'r �,. �1 / ' I� j 14 It3 7' p4l' -� It �. - - -- 13 6IT �'►/ '12 'h'P'1 I .,� ® ,L� '? 7 b►. 7 a. . I 2 I I`°�'2 I I I ¢ I I .�►1' �L . I I , Ili II 11 I I I / I I I p, I I I I I I I I I 1 1 `.o �,0� I I I II o o I I' LI a t I l i 11 I � I I I I I I I ► 1�4� I�``•,��' I��iry\�,. 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I _ I I I I I i I Z c.� I I, 1 I I ' 1 I I \�� � III ; I , III 1 --•r A T I,1,, I I S ��, �, I III 11 1 I I . I I I I I I S j l � � - , Q 3 � � 0 32 1 13'2 - PKOV - 4 i I I I I ly'r� 3% 1 I I I I I I 113% I 113`1 3%Z I I I Ntv Is N D i`I P.�i' �,V4 11111; uj I -- . - - - ,4 .J . I 11 I , 11 I II I I 11 J Qe I T�Nk;Jhl� rvr� ICL e'A) U 0. En 2Y= LINCOLN FIVE PARKING GARAGE13 SECOND LEVEL w I�� V' • � C I u Q1 SEE I Z�1.2 FoR �GHtDULE I x ItJUI�TE�� P St.I�.P.� ��iA���-. �- 8, 1 I IJDIG�T�i AIJGFIUk ..�.1v � . "o a ?. P'r >< IN(/ILATEh P/T EAr'i MAfcK EE . 3 FOR ELE.N,/AT1OWCj, , a), --•� INDILp<rE5 c�TREe INV END`i , L) 7 [ 91 POCoT-TLKIG10KISP TF_NDvNS ANKE1/2" UIJGUATIso Sr:.vI-Q - wiRr-- IO,—�— IIJDIC^TES t7�I-'I. FVCOf­l Gt-JT, SLAE 'TU -TF_WL;oQ C, V, .. v" STIZE55- REuEVEp trove �Et.A>wTlol.l i►.5?M f�KAt�E 2;►� , II , VEIz1FY /SLI_ E'�l,Uc:►<allT�� wrrH f-.RG► -rEc_T r1Ec:HA1JIGAL , ■ o -4. PKOVIIJS *4 BoI ^boy'I: AND DF-LOW All. STIZ.`�Init.1 AtiL HI-1GI+u1Z FIC)I 1TZ, ELEGTiZIGAL. AND PLJP-If�11Ju. - 51 'rENDUIJS SHALL 5F. c uRLvsD IN OIJI: PLAIJE f�NL1' U►��E��� ''NEIGE. 12, PRosv,1pr UR�wI►JG�S SHOWIWL;) THS. r RUPO-_iEV Lo4.,bTIUIJ R"'FM 15 A9" i-"&rH GAF STKIUHT CAJ! .F PRIOR TO GMAIJ4I OF PLAh1E . AND ©INILNS10Q9G OF ANY 5LUGKUtIT NCJ'r GiN✓WQ MIN. HOft1Z , 9.^pIVS OF CURVATURE OF TF�NDOW St I. 5L 211 , OW THE STRUGTURP.1_ GRAW IQC-iS . Ai! (�. WHEN -T•E.NCXJIJ� AKE TEK.MIrJA-TEU AT INTE2IUIZ SPANS ExTENo i3� IN©IG�*.TE�a SUR �jT121P- GA,�iT I�JUR STRIP (y0 D�.1'S TENPONS A DI':;r �I F_ OF ' rHrE SPAN P THE SUPPUIZT , 10-`3-8� /'.5 �T (MI►J ,) AFTE.IZ �iT- TFNSIU1�ll►JCa THE SLAB . 7. AN-I-6. A1JGHc)R'S A\wtU 5TRE551NGa F'l.�INTS ^.KF_ AT G,Ga, OF SLAG 14.x\# 1WPIGP.TS. p TOP OF c�Le,�• ELE�✓ATtv►.13, REVIS10? tQ 12.7-87 r,. . PEFM I T NO. 89.''.5018 6 OF 10 �1•' •. - 1 1 ► I 1 1 1 1 1 1 1 1 1 1 1 I M I I 1 1 1 1 I I I 1 1 I � a.) �,+w1-I 1 ( ( I I III 1 I I 1 ( 1 I I I 1 I I I I I 111111111111111 1 III I 1111 1111111 1111111 1111111 1111111 1121111 1111111 1111111 1111111 1111111 1111111 1111111 It 1111► _. - I I 1 tl III I I i 1 I ) I I ( I I ( I NOTF: IF THIS MICROFILMED I 2 3 4 - 5 6 7 8 _ 9 IIO I I 12 DRAWING IS LESS CLEAR THAN —__~ THIS NOTICE, IT IS DUE TO THF QUALITY OF TW ORIGINAI DRAWING. - --- - - - - --- --- OE 6z ez cz az sz fz E2 Zz 1 oz 61 of L,I 91 sl b1 FI tl 11 01 6 9 t 9 s b IE- z 101•"' dI11111t1H111�,nIInllnuh1111HN11H11111111111I1111111U11H11111111N11uuI1n1111111N1111111I11111111111111111�1I1111111111111IIIIIIIIIIIIIItIligI111111111IIIIIIIILIIll1111IIIIIIIIIIIIIIlli111Ui�1111�UI1II1111111111111hN1IHIIIIW�IIIUIli1111111111IUIIInIII111tI1W11111 APRIL � 1 1991 ♦ �IY11�s 01 7 15 1' Ig w. _ 4� s+ � I� 3 I IPS-3 18. 2 18-2 Ib-Z II�• Z_ Ib-Z {d-2 � 18-2 18-a I Id- 2 18-3 18r-3 �+C►•� %0" _.*-41i 1 lao w4 I�•o I�-v o Dc� �1 V ,,� I � �� I I %• I I X111 M/ I I OF— L I I 4 I iII Ir I I I 1 � --- - I � I I I I' I ►� I,I 1'I 1,1 � III � ll 111 , ;. 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"" v fi u 0 i �' ►� 4 lu 00, 40nc-r DATE 10-9-89 No DS I,2, 1,5 to G 7 i I f 1 9 COLUMN DETAILS n r7f s�,I ,�11 ..�'4RA1RF l�v,WIAlin'CYi:l.Mi.�Sfl"T2"i }Rni{�77:A��L1^N i'"-M.7a={'�S�' 1 !1 �j11111 1111111 1111111 I�11111 1111111 1111111 1111111 11111)I 111IIti 1111111 1111111 111111 I!IIIIt 1111111 II11111 1111111 11'IIII 1111111'IIIIIII 1111111 1!11111 1111111 II1111111111111 l I I I l I � I I I � I l l I I ,I I NOTE: IL THIS MICROFILMED —1 3 4 5 s 6 7 8 _ 9 10 �!- I I 12 DRAkING IS LESS CLEAR THAN — -- THIS NOTICE, 1T IS pUE TO TI* QUALITY OF THE ORIGINAL DRAWING. 6L 62 92! LZ 92 SZ bZ EZ ?Z IZ OZ 61 91 LI SI SI b1 EI ZI 11 01 6 9 L 4 S �r b E Z ,HII1111111111till'IItill IUIIIN11N1IIUIIIIIIIIIIIIIII11111111111IIUIIHN!11 ''u11111111111111111I111111111!nI11u1111NLILH1iIu1 1u111nIIn111nu19111111uhNIlnnLlulu111n111nIIlnnhlnln111nIdu111NNINNI1nIInL�hlnhu1111�11u16u11nulullluul1n11nnluA)loll APR.TL 1991 5TR P WIDTH of boNp n —�EINF• _~+ �.Dv. EFF �17Z1 p P EFF 3 PAN bar, 9AIWFr �y, GRID ?OP RAIWA, "SPANRl FGRG� R low I� iGo G" I O ► - 10 I I �� c;,, ;'L'r� II 'I'`4 I cp,a lu - 11 c, "r 21 -d �•ol ��r: VAR 1 E5VAR r ES , mitis ---------------____._—.------___._.___— __--------__._--- �,,C✓11N GIJIZVATURe- �� I� : ' O I cP Loll Il K�/K t (v �'(; I�'d c. (s> �`4 15"0 LG -7 k/F� TY�') � R>I►.h'oa G�+.U.�J ToP P.E.INF �4�' —.— V"Iii otij PLAKY-5 FROM 9n ,-q I$"o.G• TYP. U.".U. P, TM . / rl56H ER 01 - O -o" 10 y I z, �� � t. I'L"o� l- q ( , i "v. (�-7 2 I --� ��► 04 10 0 12 K/I�'f Ga-� *lot Is} .ly 1-�F �' --- - - — - _�— i if 1-UN4 7 ,Lh �MI QtLOF GRPv I'T`( f IZEIIJFs1 I��"U, G. YP 0 — 41 - OF TE N[70tJti C.>!i'r►t -"-- -ryp. U•N•o ow P/T PARAApLIG G URti/G — S CTYP.) LAG 15I.;.HEDULE QRS . CDNE I.AI' �c) � a �! Si.>< �PEt,lING711 lo to I '-o I� r. �.►. '+ms s} I z c" c'v� �} C.. {�"oma \ c 81�`9' r✓I� aG ( .__ �_ _ m �YP(4�1'lL • !U'-D" �G k c, . 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AT OPENING POUR STRIP DETAIL SE'CTION AT ENTERANCES r7 SECTION AT RAMP CONSTRUCTION JOINT — c�4 1" , I '- o" - i•r �/.�11 = 1'-p" �t.2 3i.�'" I'-D' �•+, I /ZI' = 1'-O' W }- Z �T I?�EAN1 W � Q CLCC LL. �rr V L W LJ.J v 1—T ce- Q C� Q V o .1J Nf7 ,3� !— o -M E� F�ioC,J✓. U ` BEAM B-1 , DETAIL AT WALL a A t-N y-n yam• h pto to Q wow ,. usooe u Jit 0 5 L R O _ H � i>. O IL '1 iU z v C � v 1 Q PkO1ECi f�l�TF. Ri[vlSlor 1 i Elim 5492 AOR ' I *111111 1111111 1111111 1111111 1111111 1111111 I I I I I I1111111I11111011111111 11111111111111II 11111111111111111111IIIIIIIII111111 11111{11111111111 I111111IIt1111 '� + 12 2 3 4 5 6 7 — 8 — 9 I'0 I I � t10TEIF THIS MICROFILME : I' `—" •"'""'_—"—�— — � ��---r� DRAWING 15 LESS CLEAR THAN THIS NOTICE. 17 IS DUE TO THF QUALITY JF THE ORIGINAL ORAWIW;. OE 62 OF t2 OF S2 b2 EF 22 12 OF 6! Of LI 91 SI to F'I 21 If 01 6 9 C 9 S b E 2 1 �rt111111IHH1111f111111tutltt111Nf11111111111I{IIIIIIIIIIHf11tIlItllflNttltutlttUIINIIIN{I{I111111111HIIIIIIIH+IItIIlI11111111111111111NIIIIII1N41{111111111111111111111111111111111111111111111UI1U111111111111111111111111111111111111111111111nr!'i1111111RII1111I11111111111111111U11111 r ' APRIL. 11 1991 �rr,4 1 0 " 24 o.G. -I z-4 o.U. 12'o©. K 3 L50 K. G�p0) to Z)*d) K �� �=_— CaptI p-sp b 10 k FEE— (I)A0) ( �) �j — s _ ---- 1 I HOOK (7-yr) IS Ln C2) � I ' PA rr PALE ,& -- _ *� -- _ PT- 1 BEAM ELEVATION .3 '/B'I :V' ►�DICIL, 3/8�� z II�On vm-r- _ - I ! Z __-GEIJTEAK of GRAI/1TY ��- ---�.>.�-=— - - I) 7 X 2&1-0" — �- c'2�'�J I 0) 9 29 O" OF TENCYCNb IN _-- I -4 �.we►.aauc - ILLJ T*4 EA,FAQ k I S I I I I ! P. ��„ (' ALL &E-0,H12) - ,IL I I I I I I P = 208 ' -- L1 -�L Q I 2 BEAM SECTION ''w" = PT- 2 BEAM ELEVATION 1/81!= C-011 11 HOfJL.. 'J/#, :I'-O'' vazr. _. C� f'-3r'+• > Q t �- -*-4©@ 24" O,G, Lu 0 Ile Z'016 . ALL PT- ' W PLEA►-'I ) r1F P.O. ;!!,o K C ui vi1 - # i 1 \ 3cjK �✓ ►. 50K OUT FOR Q V 10 BEAM SECTION s BEAM SECTION .6 ve TI-o"- PT-3 BEAM ELEVATION 3 ►/b" I '-d " I -O" VERT, Q" •.� '� iu� '7 M im c Fo = •o O sill IfO,G, 4.4 OCA 24 O.G. •o 0 i r (2) 10I 10 :J�� (Z , 10 z qu Fks* s 7W(rr I I I I s _ — Ulf, — I I I -- 1 if <5 to (z ►�xdII6 o ..n (lDy�10 (o*9 16)PT 10-9-89 -_ raasaa PTS - ls►4o K F"TlaA - 76P> Zk PT-4 BEAM ELEVATION PT- 5 BEAM ELEVATION X94.3 11 = 11,,p�, NORIZ , - "1!' _ I! �J BEAM SECTION r . Id BEAM SECTION 8 II 1�1� -vb�� to-Oil now= ! ,III�IIIIIIIIIIIIIIJill 1111,,IIIIIIIIII1IIIIIIIIIIIIIItIlIt111111�1111^IIIIIII,I11111111111I11 IIIIIIIIIIIIIIIII11111111111IIIIIIIIII�IIII11111111111111�I;11111I111IIIII1111111IIIllllllt111111 '• 1 2 3 4 S 6 7 8 _ 9 1'0 II 12 NOiE: 11' THIS MICROFILMED —'—" "—� �--~ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To w THF QUALITY OF THE ORIGINAL DRAWING. OE 62 6r' LZ 9? .0 bZ E2 22 IZ 02 61 81 CI 91 SI VI EI 7.1 II 01 6 to [ 6 b E 2 JIII1111In11 IIIIInU 1n1lnn m)Inn IDl�illt IIIIIIHI uuhm llulnn ILIIIIIII Ilillllll IIIIII{IfIIIIIII{[11NIIN1 I{{IINIIIIIt1I1111I1111 1NI 1IIIIIIIIIIIIIIIIUIHIlIN11IIIlIIN111111IIllll�lllllllll IIIIIIIIIIIEIII1111 IIIIIIIII III111lIlIIIIIIIIIlU111lUIIIIIIIIII11I11UIIIH f APRIL 1991