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USE TIE LENG7N5 M 7HI5 SCHEDUI� UNIi55 NO7ED OTIQiW15E 57p HK 9 CONTROL JOINT <br />a <br />� , <br />ifOR H4R5 WRH lAW COYER OR SPACING, INCREASE IENGIH HY 501[• IF 6W5 ARE a <br />ENCLOSm IN SIIRRUPS IXi TES. INCPF/SE MPllES WHEN 6�R COJFR 0A CLFIR NOlES: . <br />gVt SPACINC IS IFSS lIW1 EE. IF fl+RS ARE NOT ENCLOSm IN SfIRRUPS OR TIES, <br />INCRFASE I�PPUES WIiEN BAR COViR IS L65 7F1AN db OR CIFAR B!R SP�NC IS �, �pN57pUCTqN JOIM IMY BE USm AT I�N'I CONiFtOL JOIM ° <br />lRC T1UN 2d0. — SIIOWN ON PIINS AT CONiRACi0R5 OPf10N. + ' a.' .� <br />aonort+c <br />S FOR TOP BWS INCRFASE IENGIi! 6Y JOS. A TOP 6W IS A HORIZOM�L BPR WIiN bl Z, pffQi TO P1N15 FOR SlAB THIGNNE55 /�ND REINiORCING. J � ACENf. 717 <br />IAORE TWW 12 INCHES OF fiiESM CONCREfE GU� BELOW If. � ^ � � <br />I. iDR EPO%Y COATED REMiORCINC, MLRFASE STRNGM 8AN LE17C7N5 B1' S0% NID �g' 3. CONfROL JO�N�S TO BE SPACED �T 20'-0' ON CENfEA 1U%�MUM. h <br />MOONED BAR LFNC7H5 HY 10x. NR DE\'ELOPYEN( LENG7Fi SCHEDULE FACH WAY. FNMI OF D�5fN10E BEI%'EEN COMROL JOIMS IN ° <br />S�e [ACH DIRECfION FOR A SUB PANEL 5l41L NOT IXCEED 1.3. <br />1NN PORilONS NOT WRHIN A CONFlNW COIUNN OR BOUNDMY ZONE CORE, CONSTRUCTION JORffS PER 1MI5 DEfNL SW11 BE CONSiDERED LOW-SHflINK I:ONCREfE D� K e� SNDS O 1'-0� <br />NCRFASE LFNGiI 6Y 60x. 54�� AS CONTROL JO�N75 fON CONiROL JO�M SGACING REOUIREYQIIS. SAME STREN3111 IS DFCK FACM ROW. ALTERNATE <br />IFOft $EISNIC TOP BARS INCRFASE LENGTH BY 401G. SOSMIC TOP flW5 ME 5 TYP ON GRADE JOINT DETAlLS 6 TYPICAL PILE CAP CORNER REINFORCEMENT <br />IKKtIZIN7U�1 BARS WRH MORE iFW1 12 INCHES OF FRESH CONCREIE CAST 80.0W. 4 TYP PILE CAP CORNER REINF , rar ro scua <br />52.2 s;.uE ]/e'.i'-0' S�.1 rar ro w:� 54.1 <br />E�UTIONS: 1'-3' <br />e aw oweerm <br />i TENSION OEVFLOPAIQIT LENC7H 3/4' PEVEAI. 7YP O/iCCE55 <br />1FNSION DEYELOPIAFM lENG1H FOR A TOP BAR (SEE NOTE 3) P�FF �ND N!W PUTV'URN ONLY <br />CU55 A UP SPLICE LENCiN W�RIES 1/2' RADIUS, T'P <br />CV55 A lAP SPUCE IENCTN FOR A TOP BM (SEE H07E 7) 1 I/21 TO 2' CLFt <br />CtA55 B L1P SPIICE LEf7CTH <br />CU55 B lAP SPLICE LENCTH FOR A TOP BAR (SEE NOTE J) � o CU B AND CP SNB. <br />iEN510H �EYELOPMFM LENGiH FOR A S�MIDPftD HOON �� +S n� � � <br />CMIPFESSION DEVELOPMENT IFNGM n <br />C04PRESSICN IN' SPLICE LENCTH (Z) /5, COM <br />SEISMIC 1ENSIOH DE�ELOPAIENT LENC7N �� <br />3F7SMIC TENSION DF)�ELOPMENT I.ENGTM FOR A TOP BAR (SEE NOIE 6) g <br />SFISAIIC UP SPIJCE IENGiH �c7'� REINF PER <br />305A11C LW SPUCE LENCiH i'OR A TOP HhR (SEE NOTE 8) ��� SECiION <br />3Ei5MIC DEVELOPIAENT LENGTH FOR A STANDARD HOOH ;SS� <br />i <br />� REINF BAR DEVELOPMENT dc SPLICE LENGTH TABLE 7 TYPICAL CURB DETAIL No� ��� - <br />„o„� 5�,,,E 53.4 5� �•-�•-o• 100% SUBMITTAL <br />�e°uiusrDOsc�ni.Es nccoRwric�r� <br />""""°""°` ""` PORT OF EVERETT DWG. N0. <br />� F. ROWSHANZAMIR AS NOTED S4.1 <br />; � p � � � � �L LUM Nov��,aea ,e, zoo+ 14TH STREET BULKHEAD REPLACEMENT �� �. <br />� )�g 13uh Strxt �I • Sute 2ro 2-0-002-0, <br />014l11 R: MUm 6l: <br />G. MENDENHALL o. swr�sor, TYPICAL CONCRETE DETAILS ��tMR-NA1-2005-01 <br />r.o. eox sx E� �� 98201 �av�o.m e.: <br />fltxcrr, w� cazoe Pk 425 7N-JB110 �V�e/u eam ion vvert xov <br />oawcs � u sNcn rw. 53 or !7 <br />µts) tei-s�a ,pg No. z�-a]-oou w. wa e. ui.+scM .o. wrz n ^�"5q1 <br />