Midwestern Engineers, Inc. Plan Preview

� TICONC ABUTMENT 'f' EL EV. VARIES - 524.24'-524.08' I I I I I , ' @ I -1!1 ·!!I � \ ' \ ' ' ' ' ' I !el- • .., @ -------- @· . ' ' !el- • E L EV. VARIES \ \ ' T /CONC ABUTMENT rl,. - 52 3 .91'-52 3 .76' V 1'-8" 099114-EXTERIOR PAINTING 't 1'-4" 't STRUCTURA L STE EL FOR BRIDGE STRUCTUR E S-...____ 2" .,,., ,______,.,,. 2" 18"x20"x1j" STL BASE PLATE w/ "x1j" E LASTOM E RIC REINF. STL PAD VU L CANIZ E D T O S TL PLAT E 12"x18 BEARING 0 0 0 ' "' 't ' - ' 't "' W21x9 3 STL 1 BASE PLATE DETAIL BEAM ·@ 6\ T /CONCRET E BRG .. ·- -1!1· .. I I SCA LE : 3 /4" - 1'-0" 'f' E L EV. - 520.78' T/CONCRET E BRG rl,. ' !I ELEV. - 520.45' V ' "7 ' II £ - / Ji.. 6\ 100 YR FLOOD � B \ / A \,,. ,. 'f' EL EV. - 519.85' � �� , 42 , .,. $ TLFTG ELEV. - 516.78' TLFTG � 1" 12'-6" I IT IT TI IT IT IT IT IT IT IT IT IT IT IT IT IT IT IT IT IT ITIT IT IT' TRAIL A PEDESTRIAN BRIDGE NO.1 - SIDE ELEVATION SCALE: 1 2" - 1'-0" I 3 8'-3" (HORIZONTA L P R OJECT E D LE NGTH) 't 6'-1j " 6'-1j" 12'-6" IT IT n IT IT rr IT IT IT IT IT 3 . . m 3 . . IT IT IT IT IT IT IT n IT TI rr IT IT n rr IT n IT IT IT/IT IT c 2) n - s � D ; 0L � H n O L E IT s � 0 R n i " • TI B � LTs IT ( TY IT P. IT ) IT , ✓ v - � l �� E � E i��� �6� D � F s T L BEAM' s @ 6" o . c . , , Ir THROUGH MT L DE CK f--1-------4- --·--·---·--+---------r-- - r ---------:�ti----------�;::;_--i---:-::--:-:::--;:;�::::::-- t---------+ --------1-.- t�t-' 1 , r �n = .. =v� = , == = == ====t=====================t========== === ===t=- - --_� t r_-_-_-_-_�-- ----_-_-_-_-_-_--:._-_-_· =- '::< _� -1' -.�tr_=-=-=--=-=-=-=-=--=-=-=--=-=--=--=-=-- - =--1..__ ,"1==.;!(TY� .. x �; °' . � 2 .. , t...f... LA . � T � E �-t! _-----·----·-·t=� - --- -; . -. . . _ - , - � - - -_ W21x9 3 WF ST L BEAM w/ 1" CAMB E R IN MIDD LE - 8 • / 18"x20"x1j" ST L BEV. BAS E PLATE w/ 12"x18"x1j" ELASTOM E RIC R E INF. STL 18" \ .! ';eo 5' O" 5' O" 5' O" 5' O" 5' O" 5' O" ,.:wt BEARING PAD VU L CANIZ E D TO ST L PLATE 18" 18"x20"x1j" ST L BAS E PLATE w/ 1" 12"x18"x1j" E LASTOM E RIC REINF. STL BEARING PAD VU L CANIZ ED TO STL PLATE TYPICAL STEEL GIRDER BEAM PROFILE SCA LE : 1/2" - 1'-0" EL EV. - 516.45' 120 PSF U L TIMATE DESIGN WIND SPEED, (3-S E COND GUST) 93 PSF NOMINA L D ESIGN WIND SP E ED RISK CAT E GORY II E XPOSUR E CAT E GORY C C&C ±16 PSF MINIMUM FAC T OR ED COMPON E NT & CLADDING PR E SSURE SEISMIC. 1, 1.0 SEISMIC IMPORTANC E FAC T OR Ss 0.27 3 g 0.2s SPEC T RA L R E SPONS E ACC E L E RATION s, 0.117g 1 s SPEC T RA L RESPONS E ACC ELE RATION Sos 0.288g SHORT PERIOD D ESIGN SP E C T RAL R E SPONS E ACCE LE RA T ION So, 0.185g 1s P E RIOD DESIGN SP E CTRA L RE SPONSE ACC E L E RATION S E ISMIC FO R C E -R E SISTING "BEARING WALL SYST E M"-OR D INARY R E INF. MASONRY SHEARWAL L S 051200-STRUCTIJRAL STEEL FRAMING PERMAN E N T META L FORMS (1.5VLR20)----t-+-+-----� HEADED SHEAR STUDS FI EL D W E L D @ 6" o . c .----H-7Vt------, T CONG. SLAB ELEV. VARI E S - 524.12'-52 3 .79' • • 051200-STRUCTURAL S T E E L FRAMING L 6x6xn" ST L ANG L E X-BRACE------+-+------,-&--+-, R E QUIRED WH E R E 4"x18" PLAT E INDICATED ALONG A LL BEAMS 099114-EX T ERIOR PAINTING STRUCTURAL STEE L FOR BRIDG E STRUCTURES--- ----+-� • • • •• • 3'-1" 10'-o" MID RAIL CONNECTION ( 3 )-0.1 3 10x 3 j" R.S. NAILS @ CON T INUOUS (2)-0.1 3 10x3j" R.S. NAILS EA. SP L ICE EN D ASSUMES 15 FOOT L ONG L UMBER TOP RAIL CONN E CTION (3)-0.1310x 3 j" R.S. NAI L S @ CONTINUOUS (2)-0.1310x3j" R.S. NAI L S EA. SP L IC E E N D ASSUM E S 15 FOOT LONG L UMB E R 061000-ROUGH CARPENTRY TREAT E D 2x8 SYP#1 RAIL CAP 1--- T REAT E D 6x6 SYP#1 WOOD POST @ 5'-0" O.C. �- - T REATE D 2x6 RAI L SLATS D 033000-CAST IN PLACE CONCRETE �---flll--1----12" MIN. E XTR. CONCRETE SLAB-ON-GRAD E w/ 1.50% > . • . • • • • 3 '-0" • • • 3 '-1" T &BTM #5 BARS @ 12" O.C.E.W. T CONG. SLAB E LEV. VA R IES - 52 3 .96'-52 3 .64' 051200-S T RUCTURAL STEEL FRAMING (2)-!"0x16" H.D.G. H E X HEAD A.B. w/2i"x2j"xf1 PLAT E WASH E RS --+--t----4"x18"xj" PLA T E 1r::t�l,_--- (4)-W21x9 3 WF STL BEAM's 061000-ROUGH CARPENTRY ------ T REA T ED 6x6 SYP#1 WOOD BLOCKING @ 5'-0" O.C. $ 100 YR F L OOD ELEV. - 519.85' 099114-EX T ERIOR PAINTING �-----STRUCTURA L ST E E L FOR BRIDG E S T RUCTUR E S -------------------::"":::::----------------- SECTION SCA LE : 3 /4" - 1'-0" - - E XTR. CONCRET E SLAB-ON-GRA DE DE CK w/ T&B T M #5 BARS @ 12" 0.C.E.W. 1.5V L R22 COMPOSIT E STEE L DECK HEAD ED SHEA R S T UDS FI E LD W E LD TO TOP OF S TL BEAM's @ 6" O.C. THROUGH METAL DECK ---W21x9 3 WF STL BEAM w/ 1" CAMB E R IN MID D L E SYSTEM SITE CLASS SEISMIC DESIGN CATEGORY V w Cs R SOIL· q, qp � D D EFAULT C 3 . 3 7 KIP D E SIGN BASE SHEAR 24.04 KIP EFF E CTIV E S E ISMIC W E IGHT 0.14 S E ISMIC R E SPONS E CO E FFICI E NT 2 R E SPONS E MO D IFICATION CO E FFICI E NT 1,500 PSF A LL OWAB LE SOI L BEARING PRESSURE 100 PSF/FT LA TE RAL BEARING R E SISTANC E 1 3 0 PSF SLIDING CO E FFICI E NT SECTION SCA LE : 1/2" - 1'-o" 2'-0" B 0 33 D00-CAST IN PLACE CONCRETE ---7,;�;.;;N7-----��------ #4 R E BAR CAGE @ 12" O.C. w/(6)-#5 HORZ. BARS • - CONST R UCTION JOIN T LEV EL w/ TOP OF BEAM DRI LL & EPOXY #6 V E R T . DOWELS @ 12" O.C. #6 V E RT. BARS @ 1O" O.C. E .F. #5 HORZ. BARS @ 4" O.C.E.F. �----EXTR. CONCRETE SLAB-ON-GRAD E D ECK w/ T &BTM #5 BA R S @ 12" O.C.E.W. 1.5VLR22 COMPOSIT E ST E E L D ECK HEA DED SHEAR S T UDS FI ELD W E LD TO T OP OF ST L BEAM's @ 6" O.C. ----W21x9 3 WF STL BEAM w/ 1'-8" 1" CAMBER IN MIDD LE 2" 2" �---18"x20"x1j" STL BASE PLAT E w/ 12"x18"x1j" E LASTOM E RIC R E INF. ST L BEARING PAD VU L CANIZED TO STL PLATE 11---f' 0 , 20" ASTM A 3 25 H E X HEAD A.B. w/ H EAVY D UTY H E X NUT & 3 " SQ.xf' PL WASHERS (4 " BO L T PROJECTION) BEARING PAD SCALE: 1/2" - 1'-0" 2'-0" 3" C ' ' "' i -- --- -- - ====- - W21x9 3 WF S TL BEAM w/ 1'-0" 6 j" 1" CAMB E R IN MID D LE • •• • • • • • • • B'-o" . ., g" g" • ' • •. 3" T CONCRET E BRG ELEV. - 520.78' or 520.45' 0 33 000-CAS T IN PLACE CONCRETE 8'x14'x16" CONCRETE FTG w/ T&BTM #5 BARS @ 1O" O.C.E.W. 2'-0" EL EV. - 516.78' TLFTG � or 516.45' ABUTMENT SECTION SCA LE : 1/2" - 1'-0" PEDESTRIAN BRIDGE - PROPOSED BRIDGE STRUCTURE NO. 1 REVISIONS BID SET 02023 Midwestern Engineers. ]nc. 802 West Broadway Sae�I P.O. Box 295 Loogootee. Indiana 47553 DATT: NOVEMBER 2023 DESIGN T.M.K DRAWN T.M.K. Q.C. CHECK C.W.R PROJECT NUMBER 2022024-05 42 42 OF 48 I FlLE NUMBER I _ 53547 _ Do Not Use Plan Previews for Take Off