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<br /> � �=�'==-� v�~�-''--�' ' ,,-~'� `-�'`~ ry fi ..�------ 1" DIAMETER 1. �ETAILS QN TNIS SHEET ARE PAi�T OF THIS PROJECT S STRUCT�RR�
<br /> ��%'" ��"'.�-..� � ��`..- .`� _�..-_4-..'`�-��
<br /> `�� �``~�-� � �� EQ�IAL - � :`� STANDAR[� �ETAILS.
<br /> , 5EE DW�S
<br /> ����� b- ; 2. THESE L}ETAILS ARE TU BE U�ED WNEN REFERED Tt� OR WHEN NC?
<br /> � �����E C7THER MC}�E RESTRICTIVE DETAILS ARE INDICt�TE� {}N THE DRAWINGS.
<br /> � VERTiCAL VEE�TICAL VERTICAL '
<br /> � ELL TEE �R�SS . ;
<br /> `� ,----3" P�IN. THREA�S EA. END W/ �"X2�" SQ
<br /> ° , o-.� �A. _ _� WASHER & (2) NEX FEEAQ NGT� TACK I
<br /> r �`� - 6A . . _ , AG Da
<br /> � > > > ` WELD�D TC} Bt�T, �F RQD, TYP,
<br /> � {.C} h • . • ,S . : �',. •��` ,.
<br /> � SEC4��1[7 WELf3 � � p � p . o- � ` � � � .
<br /> � .... ', ,,` r ���/�`��..�r `�~\ii C] %'ti�`/�����/� � � I ,
<br /> _ (�C�TES:
<br /> - _ �....� _--� SEE NqTc 2 �,.�'�/�� ,f„�''t�';;/
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<br /> �-
<br /> � � I � — - �---_ ` 1. �JATERSTCIPS ANQ SE�11�,NT GROOVES T{� �E PRCIVI�ED
<br /> , STOP ALTERNATE N A�� SIJMPS AND TR�NCHES. ANCHQFi BO�T NOTE�:
<br /> �--..._ —.:; _� _ � -
<br /> � BARS WHERE NC}TED ALL BARS Ct�NTIN{�OUS
<br /> � _
<br /> -- �- _.
<br /> ._
<br /> � � ` � � __ �_�; 6" FLATSTRIF� THRU JC}INT 2. �IMENSIONS I�lDICATED C�N [}EfAIL CC1�TR0� MfNIMUM 1, TYPICAL ANCHOR BOLT DETAEL� PER �EMB �{�LT
<br /> � �' -
<br /> 1� i WATEf�ST{7P FC1R TNIN SEABS, TNE BOTTt3M GClVER MAY BE LES� THAN �3". PLACEMENT LQ�ATIO�IS.
<br /> I '� I 2. AN�H�i� BOLTS MU�T 8E ASTM F1�54, GRADE 36.
<br /> � 3. STRGGER SP�ICES EJ�LESS �V[}TED OTNERWISE. 3. AE�CHOR BO�TS MUST BE L{��ATE� BY MEAN5 OF A
<br /> � 1 ,�
<br /> FIRST WEL� TEMR�ATE. DO NOT NAf�O SE1� ANCNOR B{I�.TS. ,
<br /> � 4. ANCHOR �OLTS SMAL� �E CAST 1N PC�CE.
<br /> 5. GF��JUT LEVELING PAD IS Nt�T PERMITTED.
<br /> FI�T ELL FLAT TEE FLAT �I�G�S
<br /> dr3 •
<br /> � PREF�A�RI�ATED WATER�T�JP 1 S�AS �� �RA�E CO�ISTRU�TIaN J�I�IT � A� � N � � �� LT C� ETI�I � � �
<br /> � ,��I NTS �� �i o��2 - sz8o 1�11� s28� SCALE. 3l4 =1 -0 - s28�
<br /> �
<br /> �
<br /> �' END OF BAR �'4-�ji
<br /> � t�N TOP (7F . . . .
<br /> CONSTRU�TI0�1 n� �r.v 'o-�j .�v Q•� 9 d :4 a' ,
<br /> JOlNT •, �, . n�� � . :a •a � .
<br /> SURFACE k ° .�-a. .� 9 .�, '� C���.hq.� . .� . .
<br /> x
<br /> l�QTES: `
<br /> LEN�T1� � * )
<br /> - �. t�SE �AP �ENGTHS AS D�FERM(NED FR{�M THESE TA��ES UNLESS
<br /> � 8AR NC�OK L�tP EM�EDMENT SHOWN QTHEftWISE.
<br /> `` SIZE X E
<br /> X }-.F--� �. THE TAB�ES SNOWN A3�E FOR f'c=4f�QOpsi, fy=6�,CI�}Qpsi, 1.5" MIN
<br /> � �a , Q• . �� e" �s" ���°'} ��°` {�s") coc�c��r� c�VE� �c�o �" �lr� �r� s�aci�v�,
<br /> � �'��°1�� G`�' : �9 �6° . . � •Q'A°�'a'�`':� � �� S" 1�" (2�"� 12" {9fi") �. �iULTIPLY TNE I�tP A�ll� E SHOW{� IN TNESE TABLES BY 1,5 FQR
<br /> �� 4 . �.
<br /> .� pa.
<br /> . .�
<br /> o� � . . . . o ,� . , . a EPDXY COATED REINF�R�I�lG.
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<br /> i � _� �
<br /> � 4" � ° ' 4. WNEN 8A1�5 OF DIFFERENT SIZES ARE LAP SPLICEa, LAP LENGTN
<br /> i � E�vt� �F �A� . � � W �s �z" ��" t��") ��" (2�"} ����� a� �r�E ��cE� oF: .
<br /> s�ac� � ,_ �, ....., �., w���� Nc�o� - a o� .°� �� ��" ��" {s�"� ��" ���"� �c��E�ME�T ���cTH oF �aR��� ���
<br /> �i.�, f 16 � 1 f 16 .
<br /> MfN --�-I--r"- � ' � IS Tl1RNED `��.`• „ „ e! >f >a �AP LENGTN C}� SMALLER E3AR
<br /> ; �rowa,�� F�c� . � . . �� �s e� (�� ) �� {s� }
<br /> �_--�_ -f � pF Fa(}TING , .'.'�.'• 5, UhILESS NQTE€3 OTNERWISE �1SE ftE�AR C�IIPLERS �OR 5P�ICES �F
<br /> �-- — - .___'..} �I '-,.
<br /> , � #� ��" ��M {�o�"} s�" ���"} ��� �r�� �a�cE� ���s.
<br /> �1Q 22" 1f��" �130°� 77" (i00") 6. ALL DOWE� BARS SNALL EXTE�iD AN EMBED�ENT LENGTH E 1�1T0
<br /> ° �'�fl� a�'9. � � �� �.'� �-b ;°i�•�,' •�.a. . .•� a� .'r�' ANt}THER MEMBER �R ACROSS A COI�STRUCTICIN J{�1�1T �lNLESS
<br /> I '�;^�' �pa..�°.� �' �: ;`,;:°: d'°.`� •��;.°' ��°°•�9 • ���;°. ;�o°.�q� �11 �4" 123" {16�") 9�" {123") SNQ4VN T(� SPLICE �ITN OTHER BAftS OR TC EXTE�IE� TO TNE FAR
<br /> � . . • . , — � , . FACE OF THE ME#��ER AND E�#D WITH A STANDARD HOQK.
<br /> � ,
<br /> ,�
<br /> 3 CLEAR _. r X�,,; ;-,---..-� * USE �ENGTH IN PAf�ENTHE515 F4R �'�ALL HORIZC}I�[�AL
<br /> X X
<br /> REBARS Ai�� SLAB �AR� WITH 12'" OR MOE�E Q�
<br /> �� FRESN CC�lVC�ETE IJI�DERNEATH ' `
<br /> '' � ��.�T�T� IP V�ATE��T� � �
<br /> 4 sECTior� �TAh�LARD �C�° E�A� NC�C�KS E�BE�NIEE�T �
<br /> �� 1����� �s� �o s28c� �EN�TN� AND I�� �EI�GTN� ��v � ����� _ �28�
<br /> �c���s:
<br /> � SY�9METRECA� ABC}�IT
<br /> 1. CtJT NOR�IAL RE(NFOf��EMENT AT �PENING:
<br /> � As D As = 1/2 AREA OF CIJT BARS TO BE
<br /> 3 �" #4� C� 12n � Nt}RMAL REI�dF�R�EMENT As=AR�A t3F REiN�t�RCEMENT � ADDED�N EACH SIDE QF (�PENING, '
<br /> � IJN�E�S {„ � AD�ITIONAL �`-
<br /> GONCRETE `�`- _- � J(�I�T SEALANT OTNERWISE "� � NORZ BARS �I � i As � ( �As i � � 2. AD[�(TIf�NAL BARS As .��I� As �TO BE P�ACED:
<br /> SU�FACE � �SEE SPEC'S� NOTED � � As � � � � ' � � � � � �
<br /> TOOLED 2 � ' ' � � � � � 2,1. AT �EM"ERLINE C?F 1NA��S t�R SLABS WHEftE ONE LAYER
<br /> I �EVEL OR SLOPE� A� EDGE �'' a � i � i � � i i i L�tP �E�lGTH � t�F €iEINFQRCEME�T IS PROVIDED.
<br /> � . _ , � . � 1Ni�lCATE� ON DVdGS '..� c -- - - -i- - ---j-- -- --�--�-� - - - -----,- - - -,---- -
<br /> :A , ' � '> �' � ` � � ` i , � IAP - S28fl �,�. AT EACH FA�E OF WALLS OR S1�,8S �1NERE TWO LAYERS
<br /> • ' "� '�(� � � I i i OF REI4�FCIRGEMENT ARE F'ROVIDE�.
<br /> � � A p �°� ■ , . ' � ' �� � ' �� ` � I I � » �r � I
<br /> ;�. � � ��= �• � • � � � - - - -�- - - -� - �5 x 4 -t� - - _ �__ _ _ 3. INCREA�E 51ZE QF AD�IT(�ihJAl. �Ar�� AS NEEDED TO FlT WiTHIN
<br /> ° � . ° : : i a � , , � ' As � i LUNG EF � � q� A �ISTANCE OF 2 X tNALL / �IJ�B THIGKNESS FRC}M OPENING.
<br /> ° p �..P i m , a .
<br /> '>°3 � , g � R ;� � � . '� ` , � � p ' � � f-���` ``- � � i i DIAGONAL ; i � PROVIDE 2 �11I� CL�AF2 �ETWEEN BARS.
<br /> � ' � , � , , ' _ (11`P) �
<br /> - .�p;` -- . . x ��}A 'a o, r' /:`-�-. �``~�. . � ° ` `j' '' w - - -- -�- - - -�- -- � - T - -i- -- - 4, TNIS (�ETAIL TQ BE USED C}�lLY N�HEN NO C?7HER DETAIL 15
<br /> ��, . ¢ � • �. • . � � .- � � i ' � � 1NDICATED C?N TNE dRAWINGS.
<br /> . , - � ,
<br /> • �� � � ��' . `�a� .g 6a �i� �:� � I I I E �
<br /> B(7ND BREAKER ��g,= z � � - --- -'- - '-- ► i ' - - - - 5. WHERE A 5k}tB QR IC�TERSECTIf�G WALL C(�N�JECTS WITHI� O�E �
<br /> TAPE SHALL MAKE c,,�,'- �� ,.�, � � �, � - � � � i WA�L THICKMESS QF TNE OPE�JIt�GS, ADE}ITI�NAL �ARS t7N THAT
<br /> CC}NT CONTACT 1�OTE� : �c � �4 $ � i � ' ' ' As SIDE �AY BE 4MITTE[7.
<br /> � ,� -� � � AD�ITIQNAL � ' �
<br /> ACROS� JOINT c� i�' � ' � VERTICAL � '
<br /> i n ALL �UMP AND Tf�ENCH
<br /> CONSTRUCTION JOINT� SHALL �''�' � --- - -i- - --�- BAR� � - �r - -� - ---
<br /> C{�NSTR�ICTION NAVE A SEALA{�T GRCIOVE � A�� i i �S � i � ADDITIONAL HdRIZONTAL
<br /> BARS As
<br /> � JOINT FACE � � � � � '
<br /> 2. SANDBGQST�NG REt�t11RE� PRIOR � �
<br /> �- - ►- -- - + --� - - -�- - -- _ _
<br /> T� A�PLICATION (�F PRIMER - - -- �- - -�- - �
<br /> � � i i f � � � � ADDITIONAL VERTICAL
<br /> � � ( ��-As � i � BARS As � ., �
<br /> -_--- �- --�- - � - r- - -�- �- -
<br /> � � FLQ4�R LINE - i - - - �- - - - - .
<br /> � , � � , i ,
<br /> -� i i i � �
<br /> � � EI-����I� � R C���IE � � �t"�B � � �``� � � ��D E ] aa�rria�v�,� ��Rs �� � ADDITIOC�A� REINF�R�EMEC�T �
<br /> �' AR�UC�D RE�TA��U�AR QF�E�ING
<br /> � - 52�0 1 S1 1 O ���� EMBEQMENT LEt��TH ELE�IAT{Cl�f - ����
<br /> `�" 1511{�-1 SEE 5-143
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<br /> � I��UED �'�R ����T���TI�J� � '
<br /> DRAWN DATE SUBTiT�E Ct1RREN7 REV(SI�N S'YMBf3�. DATE �
<br /> SYM REVISIC�N BY APPR(IVEd DkTE 5YM REVISI(3N BY A1�PR4VELl �}ATE �� E � ACCEPTABI�ITY NATAGE {��,18.16 C{�N�R�TE D�T�IL� � � O�,�g.� �
<br /> r W�e �.. T�l�s aEs�cN a�#o �R c�ECK�o
<br /> ��"'b 4 �r�4,� � SPECI�ICATIC}N IS Ap R�VE[� ����I�� ��.��.�� TITLE _ SNEET
<br /> ��I��I���tii�` � �����vEo �r C7EPT. DATE PE�KIh�s o3.1�.16 SKYDE�C}L �LYCOL FA�I�.IT1` �,����
<br /> GHECKEQ yM f
<br /> PALMER Q3.18.16 �,�,���[�� ��'�� ��� �ao. _ cQ�� rao.
<br /> Q 53fl58 �i APpR(}VE� �
<br /> '��' '�'4'�rI5TR4g'9 +�'^� ���3���7�q- .
<br /> ���n�'�'�' ��� ����°vE° �TR�JCTURA� MASTER EVEREI�T, WA �w� ��. 45-63—S28C? '
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