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10200 SW GREENBURG ROAD-20 GENERAI: STRUCTURAL NOTES o CODE REQUIREMENTS: CONI ORM TO THE UNIFORM BUILDING CODE, 1988 EDITION, AS AMENDED AT OPENINGS PROVIDE A MINIMUM OF TWO #5 PARS OVER, UNDER AND AT THE SIDES, OF BY THE STATE OF OREGON AND THE CITY OF TIGARD. THE OPENINGS. EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 24" PAST THE '' w OPENING. PROVIDE ONE #5 FOR SINGLE LAYER REINFORCING AND IWO #5 FOR DOUBLE LAYER JjffQ&AR_y CONDITIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL REINFORCING, 4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. REFER TO q Nr STABILITY DURING CONSTRUCTION. THE STRUCTURE Si:OWN ON THE DRAWINGS HAS BEEN TYPICAL OETAIIS FOR DISPOSITION OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION UiN Y. SLAB BARS SHALL BE HOOKED INTO WAILS OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING IJADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER UBC: POST-TENSIONING SYLTEMS: ALL POST-TENSIONED CONCRETE SHALL HAVE 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 1RA'A SFER STREVGTH). EXTRA FIELD-CURED ]EST CYLINDERS SIDEWALKS AND DRIVEWAYS 250 PSF L.L. MAY BE REQUIRED AT THE CONTRACTOR'S OPTION. ALLOWABLE SOIL BEARING PRESSURE 2500 PSF (PER SOILS REPORT BY DAMES & MOORE) RETAINING WALLS 55 PCF (EQ'JIVALENT FLUID PRESSURE) POST-TENSIONING SHALL BE INSTALLED TO PROVIDE THE REQUIRED FINAL PRESTRESS FORCE WIND 80 MPI! - E/POSURC B (AFTER ALL LOSSES) AT THE LOCATION SHOWN ON THE PLAN OR DETAILS FOR EACH MEMBER. POST-TENSIONED REINFORCEMENT SHALL CONFORM TO ASTM A416 FOR UNCOATED SEVEN WIRE EARTHQUAKE DESIGN IS BASED UPON THE FOLLOWING: STRESS RELIEVED LOW RELAXATION GRADE 270 STRAND. POS1-TENSIONED REINFORCEMENT Z - .2, I = I.0, R = 8, C = 2.75, V = 508K AT BA`,E SHALL BE 1/2" DIAMETER UNBONDED TENDONS UNLESS OTHERWISE NOTED. FOR UNBONDED TENDONS, FULL. LENGTH PROTECTION SHALT_ BE PROVIDED TO PROTECT THE TENDON FROM SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CORROSION AND PREVENT INTRUSION OF MOISTURE AND CEMENT PASTE. FABRICATION AND CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS, AS WELL AS PLANS OF ALL CONCRETE MIX DESIGNS, CONCRETE AND MASONRY REINFORCED'ENT INCLUDING MILL TEST SLABS SHOWING ALL TENDON LOCATIONS. SPACING OF TENDONS OR GROUPS OF TENDONS IN REPORTS, PRECAS',' OR PRESTRESSED CONCRETE MEMBERS, AND EMBEDDED STECL ITEMS THE DISTRIBUTED DIRECTION 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 DR,"'WI NGS DIFFER FROM OR ADD TO 1HE DESIGN OF THE STRUCTURAL DRAWINGS, BE INSTALLED WITH A PARABOLIC DRAPE WITH ± 1/8" OF THE ELFVATION SHOWN ON THE THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, REGISTERED IN PLANS FOR HIGH AND LOW POINTS AND WITHIN ± 1/4" AT OTHER LOCATIONS. THE MINIMUM THE STATE OF OREGON. RADIUS OF CURVATURE FOR TENDONS IN THE VERTICAL OR HORIZONTAL PLANE SHALL BE 21' . WHEN TENDONS ARE TERMIiNATED AT INTERIOR SPANS, EXTEND TENDONS A DISTANCE OF 1/3 DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION THE iPAN BEYOND THE SUPPORT. OF ITEMS THAT ARE DESIGNED BY OTHERS, SUCH AS: PRESTRESSED CONCRETE, BRICK PANELS, AND STAIRS, SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER, CONCRETE MASONRY: CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, GRADE REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTF_D TO THE ENGINEER PRIOR N-I. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI AS TO FABRICATION. VERIFIED BY PRISM TESTS. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PIANS AND DETr,ILS AND 1F NOT SHOWN SHALL BE AS NOTED UNDER "MASONRY INSI'ECT�I: SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR, SHALL UE RFINFORCING STEEL". PERFORMED FOR SOILS COMPACTION, CONCREIE AND REINFORCING PLACEMENT, PLACEMENT AND STRESSING OF POST-TENSIONING TENDONS, AND STRUCTURAL MASONRY PLACEMENT. ALL MORTAR: MORTAR SHALL BE TYPE S WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SOD GEARING SURFACES SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF 1800 PSI AND SHALL CONFORM TO UBC SECTIONS 2402 AND 2403. OF REINFORCING STEEL. INSPECTORS ARE REQUIRED TO BE PRESENT DUR?NG CONCRETE PLACEMENT AND POST-TENSIONING OF TENDONS. MASONRY, GROUT: GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI AND SHALL CONFORM TO !UBC SECTIONS 2402 AND 2403. GROUT SHALL CONSIST OF A CONCREJ . CONCRETE WORK SHALL CONFORM TO CHAPTER 26 OF THE UNIFORM BUILDING MIXTURE OF CEMENT111OUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS LODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TCSTS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. AND SHALL BE AS FOLLOWS: ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. U c (PSI) U-5L MASONRY REINFORCING STEEL: REINFORCING SHALL CONFORM TO UBC SECTION 2402(b)10 DEFORMED BARS SHALL BE GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH 4000 STRUCTURAL SLABS, BEAMS, COLUMNS AND FOOTINGS UBC SECTION 2404(e). UNLESS OTHERWISE NOTED ON THE FLANS THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: z THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS TWO WEEKS PRIOR TO PLACING HMGBOL BARS (IN BOND Z CONCRETE. THE MIX DESIGN SHALL CONFORM TO UBC SECTION 2604. - WALL THICKI�E� J(.EIiTICAI. �fl6,� RUNNING BONS MACK BOND A WATER-REDUCING ADMIXTURE CONFORMING TO UBC STANDARD NO. 26-9, USED IN STRICT 4" #4 @ 48" O.C. #4 @ 48" O.C. #5 @ 48" O.C. w ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS, SHALL BF INCORPORATED IN 6" #5 @ 48" O.C. #5 @ 48" O.C. #6 @ 48" O.C. Q[ CONCRETE DESIGN MIXES. AN AIR ENTRAINING AGENT, CONFORMING TO THE UBC STANDARD 8" #6 @ 48" O.C. (2)#4 @ 48" O.C. (2)#5 @ 48" O.C. o NO. 26-9, SHALL BE USED 1N 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 t� 48" O.C. (2)#6 @ 48" O.C. POST-TENSIONED CONCRETE SHALL NOT CONTAIN MORE THAN .06 PERCENT CHLORIDE ION BY WEIGHT. 0 BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL br. PkOV,UL 0' ALL FLOOR AND ROOF RUNDURCING STEEL; REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, LINES AND AT THE TOP OF WALLS. PROVIDE A BOND BEAM WITH TWO #5 BARS HORIZONTALLY INCLUDING S1, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE ABOVE AND BELOW ALL O"ENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENING AT FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL BE SECURELY TIED EAC;; SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF IN PLACE WITH #16 DOUBLE ANNEALED IRON WIRE. REINFORCING STEEL, TO Bt WELDED, THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS AND INTERSECTIONS. DOWELS TO V SHALL BE IN ACCORDANCE WITH ASTM A706. MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP APPROVED METAL CHAIRS AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, ALL. BARS AT SPLICES 40 DIAMETERS, WITH A MINIMUM LAP OF 18", EXCEPT AS NOTED. MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315, SHOP DRAWINGS ARE TO INCLUDE ELEVATIONS OF ALL BEAMS AND COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS AT SPLICES 36 DIAMETERS, WITH A MINIMUM LAP OF 18", EXCEPT AS NOTED. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: u_u COVER BEAM AND COLUMN BARS 1-112" (TO STIRRUPS OR TIES) z SLAB BARS 1" WALL BARS: INTERIOR FACES 3/4" EXPOSED TO EARTH OR WEATHER 1-1/2" (#5 AND SMALLER) C. 2" (#6 AND LARGER) FOOTING BARS 3" CONCRETE WALL REINFORCING (UNLESS OTHERWISE NOTED): LJ.,-.J� WAIL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION 1 6" #4 @ 16" G.C. #3 @ 12" O.C. @ CL OF WALL 8" #4 @ 12" O.C. #4 @ 16" O.C. @ CL OF WALL LuV 10" #4 @ 18" O.C. #3 @ 14" D.C. @ EACH FACE 12" #4 @ 16" O.C. #3 @ 12" O.C. @ EACH FACE Q V V O (� w z Z Q < z:1 CLU al Yew y„a 00 2 W Z O7 oto 1� v Z30 (� W.9 O 10 O Lip y Jit > IS q y o a V C; ?� ie z d O PROJTCT CrrY O'=TIG1ARD � Approved ... ...... ConditiomMy Awroved ............ ........................... .[�� For only the works described in: DATr< PEPmrT' NO. See letter to: -glow... .. . .......... [ ,. ............ Aliach. .... ........................... [ I Job Address law 51.0 j PERMTT N0. 891987 C L OF F_: MINIM i��111111LItIlltll�rlltrlTiIAIILILt1111i1Lltlllll�I�117L111111t1tlt�l'�LI�II�r�I1llIi1111�1I,ItI►�rtllllllf[[IIIIIIIi11r1�1I11lIIIIL11111LItII�IrL�l�lrr�llrl�TIILfIIIILI�It1'Itl'1t1't♦]Iltt .... NOTE: IF TA IS MICROFILMED �+ l 2 3 4 5 6_ - - 7 8 A 10 l l �. DRAWING IS LESS CLEAR THAN THIS NOT WE, 11 IS DLIE TO ThE QUALITY OF TIE ORIGINAL ORAVIING'. 1 0c e2 92 L2 92 S2 U2 E2 22 I2 02 et el LI 91 51 to 31 11 01 e 9 L 9 5 ► E 2 1 ! 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IJOTE.S F'5?P_ REItJF. ■ a oG 5. c2&_ X 111,4DIG.61're)III-0 GRADE ?YPEg, :Bee 51av,4,i r-ok DETAI LFs , PROJECT DATE RPM? mm S2.1 lll�lrll111111'Ililllllir h IA IIIi11�11111111 11111(1 1111111 i1111i 1111111 1111111 111111 111111111111111 III III III III 111 III 111 111'111 111 111 III 111 f'I 111 III 111 111 111 Ilr. .�....» rmc I , , NOTE: 1F THIS MICROFILMED — ! 2 3 4 5 6 A 9 Ic DRAWING IS LESS CLEAR THAN THIS NOTICE,- 1T IS DUE TO THE QUALITY OF THE ORIGINAL r' DRAWING. -- 7. f2 EZ Z2 IZ 0i 6 91 LI 91- fl ►1 .,tl EI II of _6 9 l 9 S 110 f Z ,InIw16N 62 92 _Z 92 S llhlolnNllnl�unluulunhmlmrhr�a�ln,�r161nlnulnrr�ry�Mnlr�fhf�rlunhnr�rmhnllmlu�nnlnnlfn111mlm1hlu�uldun�nnluu�Iwhul�I�ulllulnuhullnnhminnbw�lulw�LwGu!�uull�ubu�lwlnr FEBRUARY 28 19 9 r 10 11 1 2 ( 13 i4 I S I Cts F, rIIII�IIIII�II1II1I 2'IIIIi��lIIfIIIII IIII�I1.'�—3'—,_1',`�I%t1i-!l•--t—`,�-—--�III 1 I'�------�JJ-,IIiIIIIIII .'."–. 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P/T j.i SEE o 2. PT-Y, Fi P/T FOP- ELF_VAT1011 NPIATES 1: , INfC-AD5z 51 Pnz:, �IOJED IkIDIGATE$j9I-1, FP,01`1 �1T, SLA5 TO -TEI.1ow i U S'TRE�i RELIEVED LOW RELA.(ATIOJ oo,,ii GRADE 270 , II , VEr- 1i ALL &L.OGK-OUTS WrTH AZCHI-rEi PE6.+4,4 JICA J•G (Z�IPROVIDE *4 �R A3i AND D&LOk' ALL SrREwhItiG AkID / oIJTgw, E:LEGTZIGAL AND PL')MbIJGa, 7 • EJDOJS SHALL PE GUKvF-P IN OJE PLAE ONL"1' UJl.E5Z -THEE 1'2., PRO ( DE SHOWIW(I2 17HE PROPOSLO-NTION PROMCT 15 Aii LEAdmTH OF STFZICaH'T GAPaE PRIOR TO GHAJdE OF PLAE <\,ND GINIEJSIaQS OF AN`f 5LOCKOUT NOT ZNOWR MIN. HOR1Z , KADIUS OF GUR\/A-UCE. OF TFJDOJ SHALL E5E 21OJ `THESTRU.GTUKoi PRA�/IJi , &, WHEJ ARE TE`MIJATED s.T INTERIOR SPANS , EXTEWD 111-Al2leATEZ i �jZle. RvuK STRIP 6,0 OAT[ TFNPoNS A DIY-ArQCF_ OF 1/,5 THE SPAN PAP27 THE �vUPPORT, 1 (MIN ,) AFTR FtT -reW-SloQINa THE SLP 7. ALL. A►J:HOAND TSSINGa POI .1'T5, ARE AT G,la, OF SLAB 104 \ IwU16." S TOP OF 5L/15 ELEvA.TIONJS. X01 AT CNV OF uONhT2UGTION , EPDXY, DY I-`IETHOCU OF ILJJEGTIOJ , e1 14 ,:: g OF 'THE FOUR e--TRIP. F-PO<Y TO OF-VeLOP A r-iiQ. �'rR -_WciTH OF 4000roil , ALLOvi FOR F-99XY 6ROUTIWC3 L.),,( H&THOP Uf 1JJEGT601i OF 12,00' OF ZLAP ^6 DREG-rD 5,r EJCa1JER =PDXY TO pE.veLz)r A OF qOOO f1i � SZ.Z PERMIT Ncl. ''Ie7 3 4 s 7 e 10 11NOTE: IF 1141S MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE. I1 IS DUE TO 4 TW QU!!ITY OF TE ORIGINAL DRAWING, 92 12 92 Z ►Z E2 ZZ 1? OZ 61 91 LI 91 91 ►I EI ZI It OI 6 6 S 2 1 FEBRUARY 2$ 19 92 %N WIN wo h� f• j -- --- --- ....,n•rs,.. - . .,,• ., _ - � R 71 it MvKK 1fA,� x „�,1 �T fZ�INFIORL- rlla OCo-D ,:(o-O" I •U' (Gl +'Ci EA, r/A.�r' 811 �IZ1GK— - _ 0)' � 'TICAIJy KEI IJ F, — , u: l7ETAl lift, 102 17-4' 2 -O' / Fr9lC OZ t -G/ 2'-17 (' 06 OiJ _ --- ----— - - A t -'I O O 4 - -- - O -o js O N ------------ - V UtJDI�fUIZ�ED �a011. �,_O 11 8"x AN 60W G. WA L L FOOTING DETAILS 2 FOOTING SCHEDULE 3 FOOTING AT GRIDS 1 & 16 0 Vii.I NU G \L Q- 1-11111 NO \2.I 3i4}it Z. I IL�p'cc _— -.- P To 2'- " 2'-O" TO 41-011 Z O 6+) -rip pC T-- ] - -- - - -- 11-O11 �,-p., -�p 3C 8 /J.G. -T-(P WALL STEF� � O � IO HODK P�.1Z�> � NOR1Z01.lTAL O L 4)00? (4)*7 (3PJZZ� Ihl SMALL SFG'rION GOiZNER DETAIL -- 711 GE5- 2 ADPaVE Pe.,rb ILG> APPLY IN OIOTH +IORIZ. 4 vF—z-r, pIRLGTIDIJ _ T' 1 �. SHEAR WALL FkIOTING GRADE BEAM DETAILS TYP. WALL DETAILS 8 TYP. WALL SECTION Z d.. Lu O Z w O V Q Ly V uj Q Z U 32 Z °C Q oG CLJ r V I v I � - r.� Op =C2� yto cel-) V8 A yllr OFO Z"O a s 00 /QI,UMN ��riol�l A .N+ O Q 1 7 6~i i v 6.4 (� 1 l� I a a PROJECT 40 A DATE RMS101 i _ (TYPE AT GIRI©� 1 ,2, 15 { 14o17,5- I C7.5 - 140 5-9 COLUMN DETAILS SHm S4.1 9 _ _ ! 1 ►1'llf'�IIfII111Ilfli�llllll�fl VIII;IIIIIIIf111fIIIIIIli111111ti1111�111111111�11111+1111f1111111111111111 I�IIIIIIIIIIIf1IIIIIIIIIIIli1111111111111111111�1I1if111111IIIfIIllllllllllilll. ._ r ( 1 ' NOTE: IF THIS MICROFILMED I 2 3 4 -i--5 6 7 _! 1Ja IO II DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO T1HF QUALITY OF THE ORIGINAL DRAWING, - -- - - ..- ----- - - --- - - - OE 62 92 a 92 C2 1►2 E2 22 12 02 6f of U1 91 91 *1 EI 21 11 011 6 9 [ 9 s �1r ti IE.- Z I �Illlunlnulu uhl N I1 ul(n►rlNuhnr�unlun+lnrhullmdur�lmhul�nldunlrulhul�ugluultul�llnlunitulmnlnl 11 ll uh�In l l l n lllu lhu llnnllllllulllllll�llllhnl�llllhUl�IIU�UuIInllnnl nuhmluullWlNBlel�llfl�lUW1lIIIIIIIIIIIIIII�IWhu FEBRUARY 28 1992 30X I STRIP WIDTH OF P>oW�ED 2E11._Ih• P ✓• EFF MARK 5TK1 p P EFF 5 PAFW bCr. IZEIQF::, GRID TOP REII,IF ��Pti►.l 1=oRGE R > 4R'1 CIG Era - _--_---- -VAR► VAR 1E� O 17?_�-DII ID K/K 14.11 0`4 c� 14' o. II +`4 �. I�'o� I( � ,C i �;/� _.-_..�_____.—.---- ---- ------ — ------- ---- ,AN11N GURVATUKE- 9�ti ((TYF?) vh Ir FG11.1T5 GALLEIC� 'roP REINFr #4�' ' �s��4 �J►J PLD:�,15 FRIM 919_ Ig"D.G• TYP. U•FJ.O• , tiff 10-11 4�4 C•� !2"0G II F� r� I�1os II I� 2 kir #� 16'0,G, PXrT'1-oM OF SLAB YF CIQ P/'T C:�L-A,5 54'HER I j TRA- �` <,:+> 10 U 14 ypT 1 cr/ I I 'ti (� j�.' o 41 11 14 .I yy _ GENTER OF &R-AXW ITY TYP 11 - (P` G LR• � �� OF TEIJDOW�s rNIIXJt✓H t OT, OZF4WF. A C I� O. 6, OL (TYF' (o"?YP. �jQ� SLAB 15tHEPULE AL7E9.IIA1✓ J V IRS • COWE. LAYER) V .� \ SLAB ::'�EfJI1JG7 �, f Yl? ✓s} �r-- _,Q7i -- ,4 I. , T�P) /--r t3 Lode- OuMp I'1 c 61--7 K/Fr �-'f Flo,Tem P _ E►J!� SPr�►.► R�NF. -,� IIJTEfz1(�12 �P,�.1.1 No-rE ; — - K ?KIM RE NF, AROUND DI'E►.11IJ1.2 7 PG�r'_ 5T� 1' :T'AiL. ,-E (TYP. ) POST TENSIONED SLAB SCHEDULE _ TYPICAL P / T SLAB DETAIL 3 TENDON LAYOUT AT OPENING �4,2 No e':.�CAL.E X1.2 NO SPC NO E +. No SGALE — I)#S TOP4. &OT• DiAGONA L� TYP. ) �- QI- (T •) (1)-0 5 Tor 41 501r, (Tyr.) C IS"OrGl 0.4121D16 4 c-owT, #yC IZ'�O,l�• V 11�21I W I CC N I.IoTfrS • `` P,�41 ��= V I ALL OPE441IJ6AS, ` l,6,D1,,_1EW-csio J OF 1 P.T, E, TYP. cjLAE!p 10'1 oF- GREATER r,*A•LL NA►✓E- Rim RF.INf, aSNOWW r-OR GLA,KITY, 12, -r 4lc� RE I W P, 15 11i ADPITWf4 -0 /ANY REINF, INPII.A►TED GAN THE PLAN-ep, TRIM _ItEINF . AT OPENING POUR STRIP DETAIL ?/4" s I '- 0" J Lu >.. > Z > w < Lu aG 0 Zw w V 0 .Z V � V Z �.i14 Z � U al C wee m � P-r d=0 'x+ 0 zw0 _ � Ori 00 u P q ld J M 0 0 Vcu � 7 v Z y c. C v v rr ti U 1V, C -S CD PROJECT DATE RI M.SI01 f. f SHMSa.2 'FP.MIT NO. 9919e7 �, 11 h 1 111 Ili 111 111 11i1 6j1 111111111IIIIIIIIIII1111III IlII II IjIlIrili r� Il fill IIII1111111If) 1111111I1111111I111�1111111111111Jill 1111111111�1111f1111I111111111111111111111. NOTE: IF THIS MICROFILMED 1 — 2 3 4 5 6 7 Ie 9 10_ r DRAWING IS LESS CLEAR THAN a THIS NOTICE, IT IS DUE TO THE QUALITY OF THE O4'_^;NAL JOL 11 91 DRAW ING. QE d2 BZ Lc' 9?. SZ we —�- �� -A � �1 f11f1��IIIIIIIII�t1111111�h1111 5111111111111i11111111111111U1111111111111111111111111I11UI1111�1111111111111111111111111111111WUd►J1111{I1111�UU111I111(I1lNUI11IlUW111 . "w1111161nIu1duuII1N11�IIanlbn�Inllu111nNi111 IIIIIR Ilfl � ( ' "WiRUARY 28 1992 r. w._-- OA T -- - ----- - - 0.4 Q 9— 2`t 0,G'--- -- r._.. . —- �4 © 24 u D G, �r a " @ 12 O G. --�_—_ -_. __--- - -4 0 24 O.G. ----- - - 1)'1.4 10x32'-D" 1 - , _ (2) 9 --w c) (1)x'9 (2),* Ito I65r,44-j PARD - s — -- '� (2)*b !JF SUPPORT F'EF F s 320 K e!p 2,-,o k PT- 1 BEAM ELEVATION 1'--&' HOICIL, 5/6II M- II-01, \01'e-R.T. ;`R.T. C2'o.©, -- �-0 D @ 24" D,G I --_-- —— - - -- 4 C'J C 7A" O,G, — A4 © Cz 2-4"O,e, -An O 281-011 - (Z)xq - I >n +r V 3 (2)" (1) 9� 29-0' W + GEIJTej?, OF 6-:11r.01:1"y11Y - I I I I I OF TENGI�N'S IN PEFF=� _ I I PF�P = 22(oK O = QARAESO�IL DRAPE U,N.D, I �Zil AlL 6EAN15) cv I I I Q (2)#8 8 I V r 2 BEAM SECTION 3 PT- 2 BEAM ELEVATION M 1'-0 " Hor-JZ_ 5/8', =I'-O" v'ar-T. z G. E- w O 12°o,c. 24"o G, Ile -- -- --- ---- ©� 24 0,�. — 4 Q C�24''o.G: _)# p �"' IF 2 12 O.G. Z W ALL. 21- V � Q O aox OUT F-OK C� (I)*7 x 21'-O (2)#8 (I)# 7 31� O" (2)#8 (2',�8 P.T. Q V s - .._..! W P� V �F - ISOK � Z Z -- Q CL s} BEAM SECTION s BEAM SECTION PT-3 BEAM ELEVATION lid ' : 1 '-o " HOKIZ. 3/g11 : I -o'' VEA-r. v� ter: r �•+ C ih0 ICY I A r •p 5 '�` MrJ > o�� C3>*4 I #4© 0 4©co 24j10,G, # + ' " D C ' ' . -4 © ®C T21o, m v CL 0 d t3 w a � d (2) 10 (2)"10LIN v 10 lb— - _ � � 1'RGtfCT FBF : <Pr-�••� I I I I I Pep F. =&74It - (2`j�lax 45-o -- DA= LIQ r >1► �.1 �„ .sena ERMIT' NO. 891997 94o 6 OF F. PT- 4 BEAM ELEVATION 8 PT- 5 BEAM ELEVATION � BEAM SECTION to BEAM SECTION " OPL _ 3 �11 I oM yER , „ J 54.3 8 -O N IZ, / - I ?, 1I/ II"O, f-IDRIL . ?!Y8'I ! -pll ��ERT , � �J ,1 I, 0„ — _ _ •• r _ I -O `I ( I ( 1 1 1 1 111 1 I 1 1. 4t 1 I I LI I I I I 1 1 131 111 I(I III 1ti I l l�1 11111 1 11 l l l l L I I I I I I I I 11)I1;11(1 1 i I'r +-TMy t _ :- «� .l .. tl t�IMu 1114 P+' 3 . 1,H'. NnTE: I F TH IS M ICROF 11.!4[,) — I 2 4 5 8 7 f 9 I o 11 I - ~ DRAWING 1S LESS CLEAR TF'AN - �. THIS NOTICES IT IS DILE TO TW QUALITY OF THE ORIGINAL DRAWING, - 01 62 92 L2 9? S2 ft It Ot ) LI 91 91 *1 EI 21 11 01 6 9 1 9 S f 2 11111uuINNInNInnINN11n1hN11n1�1nI11111Iunb1 . ihnlhnlfnull��I�MI�IN��!I�Intllnl�mllunllndl�wllnulnnhminnhlulm�luullNdNNINNhwIIW11u16NIlunL111I1111I1111INIl�lIU11�lIN�IILIUI11NI1111Il1 I F 3RUARY 28 19 920 j .�.