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X,i G@9& ,ߕ|,D@t!A5w- i=$x@9F @[)D@!t!B=gDn\i@x@9f ,ߘ)D@at!UB X,i ]@9 ,^{)D@t!Et' X,iby@9 ,<Dj@t!R>շÿ4i» cjM?mJ!?sY,D@!t!Ej?"@8/~ X,ix@9 @p)D@at!B=g ՀDn\ix@: ,ߊ <Dj@t!j ÿ4i» c'"?+=OtLYRm/A@@t!RT,|Oo3h_ .Z_o2@R@!t!+JC0, c< Y%?>3"0RQm7A@@at!SB08Ѐ3h_ `S%.Z_ )D@t!DkpVg:ށH`iOq4x@: ,w)D@t!B3?:@i \@: ,_+D@!t!ڧ~aZM~Ջkx@: ,4@V@at!BKaƌ\ Y%?>Pmax0RQlT4@V@t!BKO\ Y%?>245#0RQlE4@V@t!BK64#l Y%?>759#0RQl4@V@!t!BKhCl Y%?>949#0RQl4@V@at!BKCl Y%?>506#0RQl4@V@t!@qN?O\ Y%?>3/8"0RQliW4@V@t!@qN?64#l Y%?>3/8"0RQl'4@V@!t!@qN?hCl Y%?>3/8"0RQl 4@V@at!@qN?Cl Y%?>3/8"0RQl/D@t!S(ǭЁFfKܨi#ΐx@<& ,1D@t!~a/Q~riOq4x@  gLx@< @4*D@t!C V gLx@< @/D@t!S(ǭЁF72ti \@< ,/D@!t!S(ǭ72ti G@< ,3D@at!C@Ԋ~fF0i)~x@= ,)D@t!ڦq26il @=& ,7A@@t!R1 g4h_ `SQ.Z_'HA@@!t!R1 oJ4h_ /p6? Q>~Oa)娕",D@at!ڥ/wDޘ,ix@= @t1@P@t! ;# SL Y%?>t0RQl)D@t!ڣ?R(WGN|)䧸}gx@= ,2@R@!t!GB&^k c< Y%?>3"0RQm@g/A@@at!ӡD+S8Ѐ3h_ .Z_C7A@@t!Ӡ 8Ѐ3h_ `S%.Z_g,D@t!ڥe1+֊:(YXx@>F @,D@!t!!ȩP֊:(YXx@>f @ S,D@at!ؠx @^,D@t!ٯ83p V<(YOۗx@> @$S+D@t! x٘&9d_pYx@> ,+D@!t!ڢ(R L[N[x@> ,B@r@at!I} <J< J?1'-6" & 2'-6" WIDE0RQlQ1 J?BE DONE IN PLANKS THAT0RQl+D@t!'i>Y&/V:E%+D@t!ѫjY&/V:EwY+D@!t!ERV5*Ea[&`x@? -+D@at! H 6RV5*Ea[&`x@@ -#'+D@t!P= RV5*Ea[&`x@@& -C+D@t!_vIlP ]ԕJe`x@@F ->+D@!t!WO92>RV5*Ea[&`x@@f ,0+D@at!W$'PnIlP ]ԕJe`x@@ ,+D@t!+ eLhGR+0V:E+D@t!"zCR+0V:E+D@!t!ѫ^ 8oL;?536 0+{c$:SE+D@at!RO5#0??536 0+{c$:S EX,D@t!8#LRV5*Eax@A& @60D@t!3ƯW_A{aeTJ@AF @E *D@!t!3ƯYbC{fa^x@Af @H2D@at!8#@ RV5*EaX@A @+D@t!&#L%.,0^r[c4E 4@V@t!K5) P2ߐSIDE0RQmd3@T@!t!K5)ْߐCUT0RQm)D@at!ܫ ˀ!|4Y#x@B ,k1D@t!ܫ ˀ}o GY95x@B& ,?+D@t!i@UVyrYN哖x@BF ,,7A@@!t!ѨaV+ ,G!( S@t9.Z_F_*D@at!/ZNlɦR(xYx@B @=0D@t!ئLXNVKIBY1CTx@B @,D@t!8#LIlP ]x@B @.0D@!t!3ƯW\Sw]B[&@B @y*D@at!3ƯmncwB]]1@C @ˌ+D@t!RKGDzL/V:dEJ2D@t!8#@ ~IlP ]]a@CF @>3D@!t!Pm+hmBVI [[NBl`x@Cf ,+D@at!+ Xe.~|2Yx@C ,K8)D@t!+ Xm9Y 8x@C ,5)D@t!ř&iffY|x@C ,A/D@!t!ؠx-+oVLcx@Ef @=+D@at!Р^1?!!f0V:E>U+D@t!\Yd7^{0+{c$:SE7A@@t!ҠRDv4@V@at! i8>f 2ߐSIDE00RQm3@T@t! i8>?yߐCUT10RQmq2D@t!,Gm ~ 9BY0C kx@FF @΅,D@!t!ڄ&P].Wl0Yx@Ff @l/A@@at!לR C>+$Zu+G!( S.Z_J7A@@t!ސT.!%Xu+G!( S`S%.Z_,D@t!Sm!U.YL@ ~\BK|Wx@F @Y2@R@!t!y < b 2ߐ3"70RQm+/A@@at!P<$.!%Xu+G!( S.Z_0j5@X@t!4 V b 2ߐ1'-0"90RQm.G/A@@t!R.!%Xu+G!( Sт.Z__xb@r!t!SG1!,Xh=c ءr? v3SPAN EQUALS 30 FEET TO 35 FEET ........ 1 3/8 INCH;0RQJ3b@rat!U;%1,n ءr? v3SPAN EQUALS 35 FEET TO 40 FEET ........ 1 3/8 INCH<0RQb@rt!SG1!, 45ءr? v3SPAN EQUALS 40 FEET TO 45 FEET ........ 1 1/2 INCH=0RQw@\t!;b 6ءr? vH13. AN "X" ON THIS LAYOUT INDICATES A WELD PLATE CAST IN THE SPANDECK.>0RQW@H!t!Hr 62,ءr? v^15. "*" SHOWN ON THIS LAYOUT INDICATES THE FACTORY CUT SIDE OF A PLANK LESS THAN 4'-0" WIDE.?0RQI@xat!t ܂UzUR,ءr? vV16. ALL OPENINGS UNDER CONTRACT MUST BE SHOWN ON THIS LAYOUT UNLESS NOTED OTHERWISE.@0RQ t@Vt! |b kءr? vE14. ALL PLANK ON THIS LAYOUT ARE 4'-0" WIDE UNLESS NOTED OTHERWISE.A0RQ@Nt!ZR,e.P ءr? va7. CAMBER IS INHERENT TO PRESTRESSED PLANK. THE AMOUNT IN ANY GIVEN PLANK IS IN PART DETERMINEDB0RQA~@z!t!ZRBءr? vW6. LIFTING AND STACKING POINTS MAXIMUM OF 2'-0" FROM EACH END UNLESS NOTED OTHERWISE.C0RQ@y@`at!SwR#ءr? vJ5. THE ENTIRE SPANDECK SECTION IS MANUFACTURED FROM 5,000 PSI. CONCRETE.D0RQ@Nt!|tJPءr? va BY DESIGN AND MANUFACTURING PROCEDURES. THERE ARE MANY INHERENT VARIABLES THAT AFFECT CAMBERE0RQ@Lt!|ruP<ءr? v` AND DEFLECTION, SUCH AS CONCRETE MIX, STORAGE METHOD, TIME OF RELEASE OF PRESTRESS, TIME OFF0RQ,@D!t!|Yر@\ءr? v\ BECAUSE OF THIS, CALCULATED LONG-TIME VALUES SHOULD NEVER BE CONSIDERED ANY BETTER THANG0RQmy@`at!| yPLءr? vJ ERECTION AND PLACEMENT OF SUPERIMPOSED LOADS, RELATIVE HUMIDITY, ETC.H0RQ@Ht!&+ s@|ءr? v^ ESTIMATES. NONSTRUCTURAL COMPONENTS ATTACHED TO MEMBERS WHICH COULD BE AFFECTED BY CAMBERI0RQ@dt![}q/m0ءr? vl FOR THESE VARIATIONS. CALCULATION OF TOPPING QUANTITIES SHOULD ALSO RECOGNIZE THE IMPRECISION OF CAMBERJ0RQs@H!t!Z\d˲ N@ءr? v^ VARIATIONS, SUCH AS PARTITIONS OR FOLDING DOORS, SHOULD BE PLACED WITH ADEQUATE ALLOWANCEK0RQng@|at![}J0ءr? v8 CALCULATIONS. WHERE COMPOSITE TOPPING IS PROVIDED,L0RQ @dt! ) Ӟءr? vl1. ALL MANUFACTURING IS IN ACCORDANCE WITH THE P.C.I. MANUAL FOR QUALITY CONTROL (MNL-116. LATEST EDITION)M0RQB@zt!V`:r 3Xءr? vW2. INITIAL PRESTRESSING ON EACH 1/2" DIAMETER STRAND IS 28,900 LBS. PLUS CORRECTIONS.N0RQR@R!t!]7 :BO_Kءr? v#3. RELEASE STRENGTH IS 3,500 PSI.O0RQ .@J@at!orX{ءr? vP0RQ.@J@t!!)P.ϫءr? vQ0RQv.@J@t!!) <J-ءr? vR0RQh6]@i!t!2J 'xoO"O֙rU5DT4DU$4U2b5T4d4D0 LEDG,D@at!+÷uI5Uv%G~x@J @8,D@t!ܬC2XG]pC#1x@J @f@zt!e+r ءr? v79. GROUTING OF SPANDECK BUTT JOINTS (IF REQUIRED) BY V0RQe@x !t! Ncgb ءr? v610. GROUTING OF SPANDECK END CELLS (IF REQUIRED) BY W0RQc@t at!ֿK,B ءr? v411. CAULKING OF UNDERSIDE JOINTS (IF REQUIRED) BY X0RQ)@z t!]Czv=ءr? vW3. G.C. TO PROVIDE FREE ACCESS AT JOB SITE FOR DELIVERY INCLUDING TEMPORARY ROADWAYS.Y0RQC@P t!]Czz4 ءr? vb4. SPANDECK MUST BE LIFTED WITH SLINGS UNLESS NOTED OTHERWISE. DO NOT LIFT PLANKS IN MIDDLE. SEEZ0RQq@P !t!]Cz ءr? vB5. USE BEARING STRIPS UNDER ENDS OF SPANDECK BEARING ON MASONRY.[0RQ~@j at!]Cz Hءr? vO7. LEVEL PLANK BY JACKING THE UNDERSIDE OF THE PLANK AND GROUTING THE JOINTS.\0RQy@F t!]Cz )a,ءr? v]8. VARIATIONS OF + OR - 3/8" BETWEEN TOPS AND BOTTOMS OF ADJACENT PLANK MUST BE ACCEPTABLE ]0RQ@@ t![5MEg"j,ءr? vZ17. ANY TOPPING, MESH, AND DRILLING OR CUTTING OF HOLES 10" SQUARE OR LESS IS BY OTHERS.^0RQ@R !t!RNeOr,ءr? vc18. NO PRESTRESSING STRAND AND/OR REINFORCING SHALL BE CUT IN FIELD UNLESS GRANTED PRIOR APPROVAL_0RQ@H at!R <ءr? v^19. NO WALLS, PIPE, CONDUIT OR OTHER OBJECTS TO EXTEND ABOVE BEARING LEVEL OF PRECAST PLANKS`0RQ5@L t!É>\G>C!<ءr? v` (FOR DELIVERED ONLY FLOOR PLANK WITHOUT TOPPING, ANY VARIATIONS FROM THIS MUST BE FEATHEREDa0RQO@M t!D; oO"O֙ru5DT4tTU$DU0 EDGqq@P !t!]CzVKRkءr? vB6. SEALANT BACKER ROD FURNISHED BY N.C.P. INC. AND INSTALLED BY c0RQ8l@F at! 7M {O2lءr? v=24. ALL MASONRY SURFACES FOR SPANDECK BEARING MUST BE SOLIDd0RQ3@F t! |ءr? v] TO APPLICATION OF THE MORTAR BED. REFER TO TILE MANUFACTURER FOR SPECIFIC INSTRUCTIONS.e0RQ/8@H t!_؃1}r ͥ lءr? v^25. FOR APPLICATIONS OF CERAMIC OR QUARRY TILE OVER PRECAST FLOOR SYSTEMS, IT IS RECOMMENDEDf0RQ@V !t!딢Blءr? ve THAT A CLEAVAGE MEMBRANE OF EITHER 16 LB ROOFING FELT OR 4 MIL POLYETHYLENE FILM BE PLACED PRIORg0RQM@V at!%^LrO\ءr? ve ON THESE ERECTION DRAWINGS. ALL OTHER HARDWARE SHOWN IS BY OTHERS EVEN IF NOT EXPLICITLY STATED.h0RQXf@z t!XaJrǨu\ءr? v7 UNLESS NOTED OTHERWISE ON THESE ERECTION DRAWINGS.i0RQu@X t!SKv_24_GLءr? vF LEVELING, GROUTING AND ANY OTHER FINISHING THAT MAY BE REQUIRED.j0RQx@z!t!?5r ULءr? vW20. ALL TRADES ARE TO REMAIN OFF DECK AREAS UNTIL FIELD CREWS HAVE FINISHED ERECTING,k0RQH@Bat!XaJrHLءr? v[21. REINFORCING BARS FOR THE GROUT JOINTS ARE FURNISHED BY OTHERS AND INSTALLED BY OTHERSl0RQy@`t!27b y"\ءr? vJ22. THE TAKING OF FIELD DIMENSIONS FOR AS-BUILT CONDITIONS IS BY OTHERS.m0RQj@Bt!XaJrh`ءr? v;12. FEATHERING OF TOP SIDE GROUT JOINTS (IF REQUIRED) BY n0RQ@T!t! G}rAB\ءr? vd23. ANY AND ALL HARDWARE SUPPLIED BY N.C.P. INC. IS INDICATED BY A UNIQUE AND DISTINCT MARK NUMBERo0RQ_AB@r@at!V R !l!ءr? vBOTTOM OF PLANK ISp0RQua@pt!_灃SU ءr? v2SPAN EQUALS 10 FEET TO 15 FEET ......... 5/8 INCHq0RQ!`@nt!PBQA"  ءr? v1SPAN EQUALS 15 FEET TO 20 FEET ........ 3/4 INCHr0RQ`^@j!t!_Qc.Vءr? v/SPAN EQUALS 20 FEET TO 25 FEET ........ 1 INCHs0RQyb@rat!_Q튿!ءr? v3SPAN EQUALS 25 FEET TO 30 FEET ........ 1 1/4 INCHt0RQp@Nt!3!lfg0ءr? vATHE COMPOSITE TOPPING CAN FOLLOW THE CURVATURE OF THE PLANK, OR u0RQE;Q@Pt!S_ J#{ءr? v"4. TYPE OF TOP SURFACE FINISH ISv0RQw@N!t!R X<ءr? va BY N.C.P. ENGINEERING DEPARTMENT. ALSO SEE GENERAL INSTRUCTIONS FOR DRILLING HOLES IN PLANK.w0RQ]@hat!]Cz+JAءr? v.8. GROUTING OF LONGITUDINAL PLANK JOINTS BY x0RQ\@ft!b !<ءr? v-BY G.C. FOR INSTALLATION OF PAD AND CARPET.)y0RQ\@ft!d Rءr? v-1. MANUFACTURE AND DELIVERY BY N.C.P., INC.z0RQBN@J!t!]Cz;yءr? v2. UNLOADING AND ERECTION BY {0RQO@Lat!a 6 ءr? v REMOVE JACKS THE FOLLOWING DAY.|0RQN@Jt!R 5ݍ"<ءr? v UNTIL PLANKS ARE IN PLACE.}0RQ_,D@t!su +|0~-pC#1x@O @-V,D@!t!@WQn2k7G~x@O @,D@at!ܦ32n:y pC#1x@P @-@^t![}J0ءr? vi THE THICKNESS CAN BE INCREASED AT THE BEARING ENDS TO MAINTAIN A FLAT FLOOR. BASED UPON EXPERIENCE,0RQNo@Lt![}J0ءr? v@ CAMBER AT THE TIME OF ERECTION MAY BE ESTIMATED AS FOLLOWS;0RQ8@^@!P$!ta_ J#{ءr? vSMOOTH.0RQA@|aP$!W !l!ءr? vWEXPOSED TO VIEW AND WILL BE STANDARD GRADE FORM FINISH, PER P.C.I. MNL-116 APPENDIX C.0RQ48@^@P$!=wz;yءr? vOTHERS.0RQ s8@^@P$!BӠVKRkءr? vOTHERS.0RQ'8@^@!P$!J[QL+JAءr? vOTHERS.0RQ$&8@^@aP$!ܸae+r ءr? vOTHERS.0RQq8@^@P$!]7,cgb ءr? vOTHERS.0RQ%8@^@P$!݄a<,B ءr? vOTHERS.0RQ8@^@!P$!P)N h`ءr? vOTHERS.0RQ6@Z@aP$!CaC, J?4'-0"0RQl,D@t!P/Pf~'~G~x@Q @f.@J@t!TX{ءr? v0RQM.@J@!t! Dl <J-ءr? v0RQW@\at!,2fg0ءr? v( MAINTAINED AT MIDSPAN OF THE PLANK.0RQ m\@ft!V?aJ0ءr? v- THE TOPPING THICKNESS SHOWN HEREON SHALL BE0RQgZ@^4!4M:Rp)Aءr? v) SPANDECK HANDLING AND STORAGE DETAIL.0@RQKAWa4! )Cz,Ls@G *Model_SpaceUR 2Uc '-@J@4!~DAy`ءr? v0@`RQ?+@J@t!< Y;6ءr? v0RQ .@J@%4!<oQءr? v0 K)I\#F5. THE ENTIRE HOLLOW CORE PLANK SECTION IS MANUFACTURED FROM 6,000 0RQ^@pet!83ה ObI\#2SPAN EQUALS 10 FEET TO 15 FEET ......... 5/8 INCH0RQ/]@nt!]q|3 Ck[I\#1SPAN EQUALS 15 FEET TO 20 FEET ........ 3/4 INCH0RQm[@jt!fyǔ Q3Tg$tI\#/SPAN EQUALS 20 FEET TO 25 FEET ........ 1 INCH0RQw_@r%t!fyǔMTI\#3SPAN EQUALS 25 FEET TO 30 FEET ........ 1 1/4 INCH0RQ>c@zet!|?qs nis4I\#7FEATHERED BY G.C. FOR INSTALLATION OF PAD AND CARPET.)0RQ-f@@t!Tb9w /B:I\#:8. VARIATIONS OF + OR - 3/8" BETWEEN TOPS AND BOTTOMS OF0RQh@Dt!IdzdI\#< PLANK WITHOUT TOPPING, ANY VARIATIONS FROM THIS MUST BE0RQ,a@p%4!p㗔n$1PI\#2GRADE FORM FINISH, PER P.C.I. MNL-116 APPENDIX C.0RQ{@d4!oA>VI\#r? ԡsD4. TYPE OF TOP SURFACE FINISH IS MACHINE CAST SMOOTH OR STRUCTURAL0`RQP,O@Rt!˓~GbvI\##3. RELEASE STRENGTH IS 3,500 PSI.0RQM@N%t!OnXI\#! 24,800 LBS. PLUS CORRECTIONS.0RQe@~et!{ ާ6#I\#92. INITIAL PRESTRESSING ON EACH 1/2" DIAMETER STRAND IS0RQt]@nt!}x߯[MI\#1 FOR QUALITY CONTROL (MNL-116. LATEST EDITION)0RQOj@Ht!}x߯56$I\#>1. ALL MANUFACTURING IS IN ACCORDANCE WITH THE P.C.I. MANUAL0RQ`G@D%t!`msVq4aP01TOLERANCES & SPECIFICATIONS0QfQo|,D@et!؎|s}{c̀X ,=@p@t! }y1 8mn#LDaP01HOLLOW CORE PLANK0QfQo\,D@t!݃gGsXA/ʀ ,,D@%t!ؖ|s}XF ,(D@et!݃gGsXA Tt|\f ,(D@t!ؖ|sXFX䵳 f ,}(D@t!݃gGs Tt|\5f ,im?@t@%t!sk 3t `SIĿw NITTERHOUSE0QfQni Fet![9a\=e@E>@p@t!"]e$gI\# PSI CONCRETE.0RQHs@Zt!2: `#iUI\#r? ԡs?BROOM. BOTTOM OF PLANK IS EXPOSED TO VIEW AND WILL BE STANDARD0RQ(D@%t!bA8s Tt|\5f ,(D@et!{e@~t!.;7 4t.9 THEREFORE CALCULATED LONG-TERM VALUES SHOULD NEVER BE0RQFn@Pt!&7 (JUd.B CONSIDERED ANY BETTER THAN ESTIMATES. 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