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. _ __ . _
<br /> __ � _ _ _ __ __ _ _ _ _ ___ ______ _ ____ . _ _ _ . __
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<br /> ' ' �bt 1 ,, �
<br /> , , � +,
<br /> �
<br /> - L
<br /> � _ f c- 5,000 psi bt CORNER BAR �
<br /> f c - 4 000 si . ,
<br /> ' P f = 6 0 0 0� si �, I � S T E P S Y M B O L L O W S I D E O F S T E P
<br /> '; fy = 6 0,0 0 0 psi Y ' p , � O N P L A N
<br /> ; I s +
<br /> ;i Size Ld Ldt Lb Lbt Ldh ABBREVIATIONS SIZE Ld Ldt Lb Lbt Ldh � � w � W I'' I -�TO MATCH FOOTING BOT REINF
<br /> ,. ' . k I . � s ti �Y J
<br /> ., i �
<br /> db = BAR DIAMETER , . _ _ �
<br /> _ #4 19 25 25 32 9 _ #4 17 (25) 22 (33) 22 (33) 29 (43) 8 ', . � � J �
<br /> -- Ld - TENSION DEVELOPMENT
<br /> #5 24 31 31 40 12 LENGTH #5 21 (32) 28 {41) 28 (41) 36 (54) 11 STD HOOK +, STD HOOK � � � a x
<br /> . ,, ,; � ^
<br /> #6 28 (43) 37 (55) 37 (55) 48 (72) 14 Ldt = TENSION DEVELOPMENT � � � � i �
<br /> � - LENGTH FOR A TOP BAR #6 25 (38� 33 (50) 33 (50) 43 (65) 13 -� � ` N ---
<br /> ' _I I I-1 I f=1 I ITI I I i1
<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 �, � �
<br /> � LENGTH, 1.3 Ld I
<br /> � #8 47 (71) 62 (92) 62 (92) 80 (120) 19 Lbt = CLASS B LAP SPLICE
<br /> #8 42 (64) 55 (83) 55 (83) 72 (108) 17 INTERSECTION � � � �z _IIi� Y
<br /> � � �
<br /> : .
<br /> #9 54 (80) 70 (104) 70 (104) 90 (136) 21 LENGTH FOR A TOP BAR : c��-- �� �` t,` t; `-'
<br /> BAR, 1.3 Ldt #9 48 (72) 62 (93) 62 (93) 81 (121) 19 ', �- - �-
<br /> � � _
<br /> #10 60 (90) 78 (117) 78 (117) 102 (153) 24 Ldh = TENSION DEVELOPMENT � � ' i�.—{II-1I1-1I1.=1II; � `
<br /> #10 54 (81) 70 (105) 70 (105} 91 (137) 22 I. � �
<br /> _ #11 : 67 (100) 87 (130) 87 (130) 113 (170} 27 LENGTH FOR A ��i I .
<br /> STANDARD HOOK #11 60 (90) 78 (117) 78 (117) 101 (152) 24 2,_0» TO 4,_�" 2,_0" TO 4,_�,� J � * ;II r
<br /> NOTES: SEE STRUCTURAL ��_ � � �
<br /> 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTES FOR COVER �'I I B FTG
<br /> _ NOTED OTHERWISE. _ _ _ _ _ _ . • • ' ' _ -11 - _- ----- - _ �
<br /> 2. USE LENGTH fN O WHEN BAR COVER IS db OR � � ',, ' ° ° -I I I I I I-I 1 I-I I -►1 I-I I I-i l t i i -i l i _
<br /> � .
<br /> . . . . . . . . . .f � .. i .
<br /> L E S S O R B A R C L E A R S P A C I N G I S 2 d b O R L E S S. f �', H (MIN) 0.5 H * _ (TYP) �
<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. HOOK BAR W/ ' � HOOK BAR W/
<br /> 180° HOOKS ' 180° HOOKS 1.5 N FTG THICK
<br /> : : : : : (MIN) (MIN)
<br /> 180' HOOK PLAN VIEW ENQ BAR �� �" . �
<br /> � -DEVELOPMENT AND SPLICE SCHEDULE TYPICAL CONCR �'� TE'� WALL DETAILS TYPICAL STEPPED FOOTING DETAIL � ' ����
<br /> � _ � NO SCRLE `� NO SCALE , D NO SCALE _
<br /> �
<br /> �: ,
<br /> a� , .
<br /> � �
<br /> � : : : :
<br /> � 3D OR 6" ,
<br /> , (WHICHEVER fS GREATER) �;,�
<br /> � � CLR MW BTWN AJACENT WALL i� ,
<br /> ; Q- PIPE SLEEVES , ���:�:,
<br /> ; � OPTIONAL _
<br /> , ,� CONSTR JT
<br /> � . • FOOTING
<br /> d"" �N Z
<br /> � NO PIPES � �2
<br /> _ _ „ ,.
<br /> � � � -
<br /> � SHALL PASS O "' _ MIN : : ,
<br /> � � THRU FTG
<br /> j _` o Z ,, ; .
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<br /> � o �i- 2 ' r
<br /> �' 111=
<br /> I � II— _ _ _ _ _ = = ITI=111- � � ;
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<br /> , , a � (I I,.� o x , ; ' ,�'�
<br /> Iil- � _ _ _ = _ _ = O ,
<br /> � � ¢ , �� ,.
<br /> ,;��
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<br /> ' °' �.' � ��T MAXIMUM EXTENT ; ;
<br /> �
<br /> � Ill- OF EXCAVATION ' '
<br /> =1_I 1=1 I 1= I I-I I 1= I I_ =1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I�
<br /> �_�i�—�i� i�—��� � ii=iTi=iii=iii=T=iir= ,
<br /> I � _
<br /> I o METAL: SLEEVE DIA 9„ PROVIDE COLLAR .
<br /> ' I� � = PIPE DIA + 2" MfN AROUND PIPE TO
<br /> ;, � �
<br /> , � � KEEP DIRT OUT OF I .
<br /> ELEVATI4N SECTION s�EEVE �
<br /> N
<br /> N� NOTES: _ - -
<br /> � 1. STEP FOOTiNG PER TYPICAL STEPPED FOOTWG DETAIL AS REQUIRED TO SATISFY THESE CONDITONS.
<br /> � — 2. GENERAL CONTRACTOR TO COORDINATE EXACT DEPTH AND LOCATION OF PIPE. ' '
<br /> � �' 3. „p�, SHALL NOT EXCEED 8".
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<br /> 0 o c TYPICAL DTL - PI PE AT FUOTI NGS � �
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<br /> Drawing No. ` �
<br /> � � � - - _ � D� oL o�aWn By oQte S�A�E CO M M U N ITY TRAN S IT F ��.
<br /> � � _ _ : 1601 ue, ""��-��� � G�@�oF aasgl�c p DYL 1 5 2017 ��� .,
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<br /> � — – t� w 8�01 J ; � i oes�9�ed By Ho��Z SEAWAY TRANSIT CENTER ' -
<br /> . . , .;
<br /> � � - �'� . �. ��� � �, � � � PERMIT SET c�s , 5 20,� ;
<br /> _ . . '�''�/ /� �
<br /> _— _ -�-�.,���;,,f. Checked By Vert 1 1 P�C/`1L e o. •
<br /> • � _ www.kpff.com �.�€7�e��.��- ��� � ,��;zvaez�o $. � JOS 1 5 2017 i ,
<br /> _'_' x � ss oxnL ��'l�'�' ��g'` � A P Proved B y Project Number X X , ,
<br /> - � No. Date Revision 8y Appr. CDO 1 5 2017 115067 �j O N C R ET E D ETA I LS of Tota, ;
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