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= 2'53"U <br />c <br />/—G301E <br />SRenNo Ts <br />G605E. 1'/0' CLIP. <br />3'/i' 2' <br />G806E SPG. ERNATCS G608E <br />GO.E BARS <br />CHAMFER AS SHOWN <br />G303E <br />CHAFER <br />2-0605E <br />2 GE .L ACE <br />BARSI MI L BUT TO A <br />TOP RANGE) <br />G402E <br />605E 2' CLR <br />�lSEACE WITH G6o5E, <br />CHAMFER ¥ BEARING LsEE DET L BIDS. WITH BEAM <br />2-0303E & 0307E <br />ISP. W/ G402E) <br />FLUSH WITH ONCEC VNDS - <br />�WITH SEPLAM PER APPRCOVEDRT <br />PRODUCTCOSER LInEISP. W/ G60 ERNATING G608E 5 G609. Il9 BEARING <br />BRIDGE -PRESTRESSED BEAMS -CUT STRAND SEALANT." <br />6B /�� ALT IZD-e OUTTOaln OF BEAM <br />46 SPs. ® 1-2 G402E SPG EXCEPT AS NOTED <br />PERMISSIBLE SPLICE <br />4]N. LAP <br />G806E <br />DE DAPPED sT RANDS)/ <br />HOLD DOWN P01 T <br />2-0303E ISP. W/ 0402E) <br />END VIEW <br />(S ' ZAN MIND <br />THRSEE DETAIL 'A," I <br />PLAN Al FASCIA BEAMS PLAN AT INTERIOR BEAMS <br />DI HREADED INSERT S <br />EDE <br />BEAMS)OR R"ASCIA BEAMS/ <br />ELEVATIDN <br />CONCRETE END <br />DIAPHRAGM <br />PARAPET ABUTMENT <br />REVISED. DECEMBER 02. 2015 <br />APPRO €D: L NUARY 13.2015 <br />as I�LE <br />EN <br />Ph' DIA HOLES <br />BEAM ELEVATION <br />Q IVz' D1A. HOLE <br />OR I D <br />ANCHORAGE AIFASCIA <br />D BEAM <br />ryE VIA. HOLE A P N BA _ <br />Eo IDNAL INFORM TION. <br />HBOT TO <br />OF BEA <br />ELEVATION <br />CONCRETE END <br />DIAPHRAGM <br />R sEERSUPERARuc-ruoVIETAILs ANDLs. <br />ELEVATION <br />' SY MM. ABOUT <br />ESPAN <br />XCEPTAS <br />NOT ED <br />4 SPAN <br />INITIAL PRESTRESS <br />1,845,6D0 LB <br />CALCULATED PRESTRESS <br />LOSSES <br />EL SHORTENINGASIIC Lass 511 <br />I LONG TERM LOSSES25.41KS] I <br />ITDTAL LOSSES 47.53 KS11 <br />BOT TOM <br />OF BEAM <br />MINIMUM CONCRETE <br />STRENGTH - K.S.I. <br />O.oI Of4 <br />EDGE OF BE <br />8.0 PSI <br />G608E & G609E <br />G303E <br />f 1 <br />G307E <br />TY." VIA. s v_P• ROD <br />FOR COATING REQUIREMENTS, <br />STEEL INTERMEDIATE DETAIL "A" <br />DIAPHRAGM <br />I DIAPHRAGM HE1NLS) <br />AME CERTIP]ED BY <br />LICENSED PROFESSION, Mo:MmRDPI E <br />L1 C. NO, <br />2-10 Y DISTANCES ONCHESI <br />. 4 SPAN <br />-0.a 6 STRAIGHT STRANDS 34 Be %.8 <br />(5)1 TDG3AL nRANDs 42 429 <br />�G402E° <br />4 <br />/ E 0806E 0 1 B DISTANCE <br />OF BENTER OF AM. ALL STARANNDS O PACED 00000FROM DS <br />CENTER O10 CENTER. HORIZONTALLY AND VERTICALLY, <br />EXCEPI AS NOTED <br />SECTION AT CL SPAN <br />° A TOLERANCE OF z 1" WILL BE PERMITTED IN <br />" ERECTION CAMBER <br />5 . 4.4." EST. DEAD LOAD DEFLECTION <br />'%is' EST. RESIDUAL CAMBER <br />I BRG. <br />CAMBER DIAGRAM <br />ERECTION CAMBER SHOWN IS AFTER DIAPHRAGMS ARE IN PLACE. <br />DEAD LOAD Rm DEECTRSIDEWALK N SHOWN S APPLICABLE. <br />WEIGHT OF SLAB, <br />WEARING COURSE, <br />MS <br />TER <br />G301E BUILDING CONTRACTOR <br />ERECTION AND WILL <br />APE <br />CORRECTOGRADE AND DEFLECTION <br />S P CCI FI EDA SLA BFENABLE <br />GENERAL NOTES T"]cKNEss PRavmE CDPv DF ELEvanONs TO THE ENGINEER <br />E INSIDE FACE ENSURE ALL MARKINGS ARE STENCILLED AND CLEARLY LEGIBLE FOR <br />LOCATION OF BEAMS, SCE FRAMING PLAN. <br />ALL MATERIAL AND WORK SHOWN OR NOTED ON THIS SHEET Is INCLUDED IN UNIT PRICE <br />BID FOR PRESTRESSED CONCRETE BEAMS. SEE SPEC. 2405. <br />SEE FRAMING PLAN FOR BEAM END MARKED "X" AND DIAPHRAGM SPACING. <br />AS MN ALTERNATE 10 THE END DANCHORAGEIT DETAILS OF A CAST-1N-PL ACE IAPHRAGM ANNCHORAGES EHONN, THE CONTRACT 0E1 MAYANCHORAGE MUST PRDVIDE AN ULTIMATE PULL DUT STRENGTH OF 15 KIPS PER ANCHORAGE <br />SUB <br />G605E A ROVED SEALER 10 THE TIDES OF THE BEAM NEAR EACH END PEP THE SPECIAL <br />PRO VI SONS <br />0 M.D., CONCRETE STRENGTH AT TIME OF PRESTRESS TRANSFER. <br />02 MINIMUM CONCRETE STRENGTH WHEN BEAM CAN BE TRANSPORTED AND INSTALLED. <br />0 DRAPED STRANDS. <br />Oa STRAIGHT STRANDS. <br />05 USE 0.6" DIA.T-WIRE Low RELAXATION PRESTRESSING STRAND, CONFORMING TO <br />ASTM A4]6, cIPADE zTo. <br />© AHRRovr ORAL A A TAPERED PLATE <br />R REPLACED WITH AN <br />PER STANDARD na B509 Z we EBO SOLE PLATE <br />C) CENTER OF GRAVITY OF HOLD DOWNS WHEN MULTIPLE HOLD DOWNS ARE USED <br />O DIMENSION DETERMINED BY CONTRACT DR MAINTAIN 2" <br />M.D., CLEAR FROM <br />STRANDS C) TWO <br />CENT 10 <br />TICAL <br />P FOR <br />G CONVENIENCE. <br />DO STEEL TROWEL 10 SMOOTH FARU N INISH AND APPLY BOND BREAKER PERAPPROVED PRODUCTS <br />INSIDE <br />LIST. <br />11 ROUGH FLOAT AND BROOM TRANSVERSELY FOR BOND PER SPEC. 2405.3.D. <br />G402E © opnoNal: 3^ MAX. VIA. SLEEVE FOIP HAULING )AFTER wsTALLanoN, Coal WITH <br />APPROVED EPoxr aorlDlNc acENT a FILL wITH APPIPovED NON -SHRINK caouTl. <br />C)1Y5. CLR. FDR ENTIRE BOTTOM FLANGE. <br />BEAMS BI-B2 S.A.P. 199-010-012 FIG. 5-397.507 <br />'"I` MN45" PRESTRESSED <br />CONCRETE BEAM <br />(PRETENSIONEDI MN45-121 <br />PRDveD. BRIDGE N0. <br />SHEET NO.71 OF 99 SHEETS 02053 <br />