1 0 �' 0 �I 0 :E 0 z � ��� �li = �g Q ....... �' 0 0:, -� -1�1:; "" ........ ii, r% 013� .. -� 14 .Q --' � .. - � .� r.l Q 8� :E "-, 00 >u 9< oN ;S-£ , . <u - � '::, () 'o o � I ----- , I I l • • --- I I - - -'" 16 600 � ( . -� 7' I "-""-'- ' - I I I LJ j_ .. rn '" '" ------- 't-------1,05 07 TYPICAL TOP RAIL CONNECTION SCALE: 1 1/2" - 1 '-0" ' o 'I! - s· 'Q'::i'.o° "" u ,,, ,� ' ,,, ' ' ' cfc -� I'= I ' l U I ----- s'::i'o o " '' ',,; s· ' 0° -:::rtr::-SJ '::, '=> 1 ·<60 r RADIUS= 683'-�" ' ' 53 .SJo ' ' 5 J.ao ',,; ' 37,'o ' s· ' s· ' 2' SJ ' ·<so i SJ ' -SJo ; ' ' ' - =i � �&= u RADIUS= 6�'-3�" _j u u u 39 '- 4 i " BRIDGE - PROFILE SCALE: ¼" - 1 '-0" 3 / 2 � �----. ,----( 28 ' T -,- ' ' ' ' - ' I - - - - ' ' ' ' I I , ' ,, ' ' ' '" �-- --½ w ' ' " ' ½ -- l=�=I -V= ' ' LJ I u J LJ ----- TYPICAL PRATT BRIDGE PROFILE SCALE: ¼" - 1 '-0" SJ_,90 @>--�7��., .. v" 04 T :I, �>--c-r,- -'" V rn ' S J -Oeo ' u / ' I ' -� LJ 2 TYPICAL T-CONNECTION 3 TYPICAL T-CONNECTION SCALE: 1 1 /2" - 1 '-0" SCALE: 1 1/2" - 1'-0" 40'- � " S J a,.cc • 6• - IT ?r- «/ I ½ ' " ' ' I " ' 1// �� ' ' = r u 05 ®\ '" 1e " e--- 5" 4 TYPICAL Y-CONNECTION SCALE 1 1/2" - 1'-0" A 27 0 -, m+ - j 4" C/L .,,_�,-- - lJ---j;=====::;v:?C;"□'.:;:J'��====::::;:0".".;:==::::;:==::;v:?C;"□".;:J�;:=====::::;:""□';::::::=====;p;;;'c;:"□".;:J�;:=====:::::;=□';::::::====+V'!::;:':':;J�c,=====::::;j--j □ 111 I ' I l I "/ ,..:,"" b '" 06 - 10 r ' l-+--{06 09 - N L 0BRIDGE - FRAMING PLAN SCALE: ¾" - 1 '-0" 05 '" 1e e--- 5 6 7 F J_. . " I I I ---- ------------ ----1 ---.r---- - ' / ·-----��----- -------- _,-::::._ ______ _ - - - '" (j_") 5" ' " TYPICAL N-CONNECTION SCALE: 1 1/2" - 1 '-0" 09 '" 1e < E?OXX TYP. TYPICAL BRACING CONNECTION SCALE: 1 1/2" - 1 '-0" -----€> -'" rn -----0 TYPICAL BRACING CONNECTION SCALE: 1 1 /2" - 1 '-0" STRUCTURAL KEY NOTES 1 10"x5"x{'" ASTM A500 GR B OR C HSS STRUCTURAL TUBE BTM CHORD 2 ?"xT'x¾" ASTM AS00 GR 8 OR C HSS STRUCTURAL TUBE TOP CHORD 3 6"x6"xf" ASTM AS00 GR B OR C HSS STRUCTURAL TUBE BTM GIRDER 4 3l'x3,d"xit" ASTM AS00 GR B OR C HSS STRUCTURAL TUBE VERT. WEB 5 2"x2"x¾" ASTM AS00 GR B OR C HSS STRUCTURAL TUBE DIAGONAL WEB 6 6"x6"x¾" ASTM AS00 GR B OR C HSS STRUCTURAL TUBE THRESHOLD 7 L1l'x1f"x¾" ASTM A36 STL ANGLE HORZ. RAILING 8 L3"x3"x}" ASTM A36 STL ANGLE PERIMETER GRATING SUPPORT 9 2"x2"x4'° ASTM AS00 GR B OR C HSS STRUCTURAL TUBE BRACING 10 W6x15 ASTM A992 STRUCTURAL WIDE FLANGE BEAM CONTINUOUS JOIST PULTRUDED FIBERGLASS POLYESTER GRATING SHALL BE SIMILAR OR EQUAL TO 11 "STRONGWELL" DURAGRID T-BAR GRATING MODEL No. T-1200, LIGHT GRAY w/ ANTI-SKID FGORRITINSUITRIAFLARCEEV. CIEOWNTBREAFOCTROEROSRHDAELRLINSGU.BMIT MFR's STANDARD CONNECTOR HARDWARE SEE FINISH NOTES, SHEET 27. 1 0 2. . 0 0 0. 0 S P P N S S F O F W M G I N LR O I O M A U U D N M I D M F P S L O A N T R O T W R A O L N O O C F A E S D F N A O C W TO R 25.0 PSF SNOW LOAD WIND Vult 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECOND GUST) VASD 90 PSF NOMINAL DESIGN WIND SPEED RISK CATEGORY II EXPOSURE CATEGORY C C&C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE SEISMIC 1, 1.0 SEISMIC IMPORTANCE FACTOR Ss 0.477g 0.2s SPECTRAL RESPONSE ACCELERATION s, 0.176g 1s SPECTRAL RESPONSE ACCELERATION Sos 0.318g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION So, 0.117g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION SEISMIC FORCE-RESISTING "BEARING WALL SYSTEM"-ORDINARY REINF. MASONRY SHEARWALLS S I ST YE SCTLEAMS S B SEISMIC DESIGN B CATEGORY V 5.25 KIP DESIGN BASE SHEAR w 33 04 KIP EFFECTIVE SEISMIC WEIGHT Cs 0.159 SEISMIC RESPONSE COEFFICIENT R 2 RESPONSE MODIFICATION COEFFICIENT SOIL q, 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE q, 100 PSF/FT LATERAL BEARING RESISTANCE � 130 PSF SLIDING COEFFICIENT BRIDGE DETAILS '<t '<t I- ..J C0 <( "' 0:: C�0 I- C0 w 0 ' 0:: z � w " > I0 � oz u <( (/) 0:: 0 (!) z ..J u z REVISIONS [J'J ;:, ...:i u < E-- z < [J'J � 0 z � 0 1 fj l:l = c� 11 � �£ "" ' ' � ' <t z <t ciz - f-z :J 0 (.) er w (.) z w BID SET 0 2025 M8 0i2d w\ Vee, ;.lset m[ ; r oEandgwi rawye rS�1. rlcnec1 . P.O. 8o.x2\l5 Loogoot�c. fodiana 47553 DATE MARCH 2025 DESIGN T.M.K. DRAWN M.M.C. a.c. CHECK R.A.B. PROJECT NUMBER 2024079-00 28 28 OF 29 I FILE NUMBER I 44582 Do Not Use Plan Previews for Take Off
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