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f'c= 5,000 psi Lbt CORNER BAR Lbt STEP SYMBOL 1 <br /> fc= 4,000 psi f 60,000 psi r �� LOW SIDE OF STEP <br /> fy = 60,000 psi y - P l \ ON PLAN <br /> Size Ld Ldt Lb Lbt Ldh ABBREVIATIONS SIZE Ld Ldt Lb Lbt Ldh .� 1 l�. TO MATCH FOOTING BOT REINF <br /> db = BAR DIAMETER —I I l <br /> #4 19 25 25 32 9 Ld = TENSION DEVELOPMENT #4 17 (25) 22 (33) 22 (33) 29 (43) 8 <br /> #5 24 31 31 40 12 LENGTH #5 21 (32) 28 (41) 28 (41) 36 (54) 11 STD HOOK STD HOOK • <br /> Ldt = TENSION DEVELOPMENT • • • o x <br /> #6 28(43) 37(55) 37(55) 48(72) 14 LENGTH FOR A TOP BAR #6 25 (38) 33 (50) 33 (50) 43 (65) 13 -j • • - <br /> I IIIIII- n=v <br /> #7 42(62) 54(81) 54(81) 70(105) 17 Lb = CLASS B LAP SPLICE #7 37 (56) 48 (72) 48 (72) 63 (94) 15 • Y I= <br /> LENGTH, 1.3 Ld <br /> #8 47(71) 62(92) 62(92) 80(120) 19 Lbt = CLASS B LAP SPLICE #8 42 (64) 55 (83) 55 (83) 72 (108) 17 INTERSECTION _ z i , <br /> #9 54(80) 70(104) 70(104) 90(136) 21 LENGTH FORA TOP BAR I `=' <br /> #10 60(90) 78(117) 78(117) 102(153) 24 BAR, 1.3 Ldt #9 48 (72) 62 (93) 62 (93) 81 (121) 19 v 71 �• • • <br /> #11 67(100) 87(130) 87(130) 113(170) 27 Ldh = TENLENGTH FOR AON LOPMENT #10 54 (81) 70 (105) 70 (105) 91 (137) 22 - T II I., <br /> NOTES: STANDARD HOOK #11 60 (90) 78 (117) 78 (117) 101 (152) 24 2'-0" TO 4'-0" I <br /> SEE STRUCTURAL ._- L •\ • - • <br /> , ,.._ <br /> • <br /> • <br /> 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTES FOR COVER I B/FTG <br /> NOTED OTHERWISE • 7 2. USE LENGTH IN O WHEN BAR COVER IS db OR iril iFll l�Ti Ti Ti=iF <br /> LESS OR BAR CLEAR SPACING IS 2db OR LESS. EL • <br /> H(MIN) 0.5 H • - Ti?( ) <br /> 3. ATOP BAR IS A HORIZONTAL BAR WITH MORE <br /> THAN 12"OF FRESH CONCRETE CAST BELOW IT. TYP WALL STEEL TYP •WALL STEEL <br /> HOOK BAR W/ HOOK BAR W/ 1.5 H FIG THICK <br /> 180'HOOKS 180'HOOKS (MIN) (MIN) <br /> 180'HOOK PLAN VIEW END BAR uZ' <br /> U <br /> 0 <br /> 1.2 <br /> DEVELOPMENT AND SPLICE SCHEDULE TYPICAL CONCRETE WALL DETAILS TYPICAL STEPPED FOOTING DETAIL <br /> A --NO-SCALE- CD NO SCALE— NO SCALE — <br /> a`) <br /> m <br /> D <br /> 0 <br /> 0 <br /> 3D OR 6" _ <br /> E (WHICHEVER IS GREATER) <br /> CLR MIN BTWN AJACENT WALL <br /> v' OPTIONAL PIPE SLEEVES <br /> Cy;M CONSTR JT FOOTING <br /> c:i0 N <br /> ci, NO PIPES SHALL PASS O M Ai I • 12" <br /> I MIN <br /> E; THRU FTG ; <br /> MIM1111_ <br /> O II. rl -iris —I1 <br /> g it r I MAXIMUM EXTENT <br /> 5 9i�i— =T=71E "]L''1111=I�IF OF EXCAVATION <br /> d TIEM •-MITI f KII— MIT <br /> o, METAL SLEEVE DIA 9" PROVIDE COLLAR <br /> = PIPE DIA+ 2° MIN AROUND PIPE TO <br /> Ni ELEVATION KE <br /> SECTION SLEEVEIRT OUT OF <br /> O NOTES: <br /> j 1. STEP FOOTING PER TYPICAL STEPPED FOOTING DETAIL AS REQUIRED TO SATISFY THESE CONDITONS. <br /> a — 2. GENERAL CONTRACTOR TO COORDINATE EXACT DEPTH AND LOCATION OF PIPE. <br /> .o 0 3. "D"SHALL NOT EXCEED 8". <br /> O in <br /> O O <br /> o <br /> P O TYPICAL DTL - PIPE AT FOOTINGS <br /> %: c o E NO SCALE <br /> -6 <br /> _c <br /> to <br /> 0 <br /> 0 <br /> o 0 <br /> U J <br /> V J <br /> a a <br /> x <br /> 0 0 <br /> o - <br /> o• x <br /> I — <br /> x CITY OEEVERETT <br /> o � <br /> N REVIEWED FOR PERMIT <br /> N <br /> O N <br /> O <br /> o) ND <br /> toE C.0.0.66, Drawn By Date SCALE <br /> Qj - T Drawing No. <br /> cy) <br /> 01<rif 16015th Avenue, —�_� •,. 0, DA 1/5/2017 COMMUNITY TRANSIT <br /> ateo <br /> SEAWAY TRANSIT CENTER <br /> S22 <br /> Suite 1600 O Q �1©• Designed ey Horiz <br /> Seattle,WA98101 clI<T111"1�l1'11 �It C, C�SIt -j -f"fI.� GLS 1/5/2017 <br /> • ii l•l k,,, . / BID SET Checked By vert Sheet No. <br /> zo6.6zzsezz s,U` 1�� ■ Jos t/s/zon TYPICAL <br /> 1 10/14/19 ADDITIONAL BUS SHELTERS JNC CDO www.kpff.com - ara,iei S. Re rSTLM1E•a4 y Approved Project Number X <br /> x No. Dote Revision By APPr. ��saA.. :'o1\ Coo ,/s/zD,� „SD67 CONCRETE DETAILS ( � of Total <br />