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Lbt 1 <br /> rc= 4,000 psi f'c= 5,000 psi Lbt CORNER BAR= STEP SYMBOL i I LOW SIDE OF STEP <br /> fy = 60,000 psi <br /> fy = 60,000 psi 1 i C> <br /> ON PLAN <br /> Size Ld Ldt Lb Lbt Ldh SIZE Ld Ldt Lb Lbt Ldh 1 —� <br /> ABBREVIATIONS TO MATCH FOOTING BOT REINF <br /> db = BAR DIAMETER • <br /> #4 19 25 25 32 9 #4 17 (25) 22 (33) 22 (33) 29 (43) 8 <br /> Ld = TENSION DEVELOPMENT <br /> #5 Z4 31 31 40 12 LENGTH STD HOOK STD HOOK <br /> #6 28(43) 37(55) 37(55) 48(72) 14 <br /> Ldt = TENSION DEVELOPMENT #5 21 (32) 28 (41) 28 (41) 36 (54) 11 • J • <br /> a • • • `l <^ <br /> LENGTH FOR A TOP BAR #6 25 (38) 33 (50) 33 (50) 43 (65) 13 iv-- <br /> #7 42(62) 54(81) 54(81) 70(105) 17 Lb = CLASS B LAP SPLICE TII�I <br /> #7 37 (56) 48 (72) 48 (72) 63 (94) 15 s. <br /> LENGTH, 1.3 Ld Y <br /> #8 47(71) 62 (92) 62(92) 80(120) 19 Lbt = CLASS B LAP SPLICE • •• = V" <br /> #8 42 (64) 55 (83) 55 (83) 72 (108) 17 INTERSECTION I —* z <br /> #9 54(80) 70(104) 70(104) 90(136) 21 LENGTH FOR A TOP - BAR �,m <br /> #10 60(90) 78 (117) 78(117) 102(153) 24 (_, <br /> BAR, 1.3 Ldt #9 48 (72) 62 (93) 62 (93) 81 (121) 19 � \ *Z �• • • <br /> #11 67(100) 87(130) 87(130) 113(170) 27 Ldh = TENLENGTHN FOR ALOPMENT #10 54 (81) 70 (105) 70 (105) 91 (137) 22 �� TV� I II II � u_ <br /> STANDARD HOOK #11 60 (90) 78 (117) 78 (117) 101 (152) 24 • 2'-0"TO 4'-0" , 2'-0" TO 4'-0" , * IN ,- <br /> STANDARD <br /> NOTES: SEE STRUCTURAL <br /> 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTES FOR COVER ,e ` • • B/FTG <br /> NOTED OTHERWISE. 71 <br /> iralF#r' IrIiTifi-- <br /> 2. USE LENGTH IN ( ) WHEN BAR COVER IS db OR H (MIN) 0.5 H * (Tn') <br /> • <br /> • <br /> LESS OR BAR CLEAR SPACING IS 2db OR LESS. <br /> 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE TYP WALL STEEL TYP WALL STEEL / <br /> THAN 12"OF FRESH CONCRETE CAST BELOW IT. <br /> HOOK BAR W/ HOOK BAR W/ I <br /> 1.5 H FTG THICK180'HOOKS 180'HOOKS (MIN) (MIN) <br /> 180'HOOK PLAN VIEW END BARU1': <br /> (3 <br /> a) <br /> o O DEVELOPMENT AND SPLICE SCHEDULE TYPICAL CONCRETE WALL DETAILS CD <br /> TYPICAL STEPPED FOOTING DETAIL <br /> A NO SCALE (.9.) NO SCALE NO SCALE <br /> iu <br /> v, <br /> 0 <br /> Q <br /> 0 <br /> 3D OR 6" - <br /> E (WHICHEVER IS GREATER) <br /> CLR MIN BTWN AJACENT WALL <br /> �' OPTIONAL PIPE SLEEVES <br /> to CONSTR JT FOOTING <br /> oI NO PIPES m 12" <br /> o' SHALL PASS O " ,I Ir 1 MIN <br /> O THRU FTG <br /> NI s <br /> „I: Alirdpii. <br /> o '1W� o- JI IG0 <br /> MIIIIMI I 11 O <br /> ° _� M MAXIMUM EXTENT <br /> a —==-1L IL • = o == OF EXCAVATION <br /> I=i1=1 C1I C71=ri <br /> o+ METAL SLEEVE DIA no PROVIDE COLLAR <br /> = PIPE DIA+ 2" MIN AROUND PIPE TO <br /> t`i KEEP DIRT OUT OF <br /> NI ELEVATION SECTION SLEEVE <br /> O NOTES: <br /> N 1. STEP FOOTING PER TYPICAL STEPPED FOOTING DETAIL AS REQUIRED TO SATISFY THESE CONDITONS. <br /> c— 2. GENERAL CONTRACTOR TO COORDINATE EXACT DEPTH AND LOCATION OF PIPE. <br /> .o o 0 3. "D"SHALL NOT EXCEED 8". <br /> 0 0 <br /> ,- 7, O TYPICAL DTL - PIPE AT FOOTINGS <br /> ;; o NO SCALE <br /> • o, <br /> cn in <br /> o <br /> O <br /> c 0 <br /> U <br /> Q — <br /> J <br /> Q <br /> X <br /> o O <br /> o• 0] <br /> x <br /> aoi U <br /> w <br /> Lo <br /> — CITY OF EVERETT <br /> co mN. ,_ ' REVIEWED FOR PERMIT <br /> o <br /> o „, <br /> 7 N <br /> 0 N <br /> O 't <br /> a, M <br /> I <br /> Drawing No. <br /> 16016thAvenue, /oersbNJo Drawn By Date SCALE COMMUNITY TRANSIT ^ <br /> �/' Designed By DYL 1/5/2017 Horiz S22 <br /> 2 <br /> Suite 1600 1 Q 0 _ GLS 1/5/2017 <br /> I- � Seattle,WA 98101 communitytranstt i,, tf',�°�. SEAWAY TRANSIT CENTER <br /> BID SET Checked By Vert TYPICAL Sheet No. <br /> • u1 1 10/14/19 ADDITIONAL BUS SHELTERS JNC CDO www.kpff.coml<Pff 2.5822 srruiv � ~ uacrvJ05 1/5/2017 X <br /> e v9 ApprovedProject Number <br /> X No. Date Revision By AR, '�IONA4 a1,N� By 1/5/2017115067 CONCRETE DETAILS of otal <br />