Laserfiche WebLink
, <br /> ��2 � DEVELOPMENT �ENGTH (ID) <br /> AND CROSS BARS TO INTERIOR END AN D C�AS S B TE N S I 0 N <br /> 3f16" MIN ANDS ANGLE EDGE SUPPORT <br /> 4" SEE NOTE 2 �AP SPLI�E LENGTN <br /> EDGE � BEARING BARS SPACER BAR CONCREfE STRENGTH F'C PSI <br /> CLIP � <br /> � ) <br /> SEE NOTE 1 BAR 4000 5000 6000 � <br /> NOTES: TOP OF CURB SIZES � • <br /> .- .. LD LB LB LD LB <br /> „�._ <br /> '. <br /> � ���� END BANDED, TYPICAL 1. GRATING SHALL CONFORM TO THE METAL BAR GRATING p � � #4 19 25 1 22 15 20 - <br /> 3 8" IN o PEft MANUFAGTURER �IANUA� OF THE NATIONAL ASSOCIATION OF ARCHITECTUR,4L � " <br /> METAL MANUFRCTUR�RS, LATEST EDITION. ' #5 24 31 2 28 19 25 � <br /> DURADEK FRVE GRATING, SEE PLAN #6 ( ( ) ( ) ( ) ( ) ( ) <br /> , � � 28 43 37 55 2 8 33 50 23 35 30 45 <br /> � WATERSTOP 2. COVERF'LFiTF AND SUPPORT ANGLES, CHANNELS AND BEAMS <br /> � � SHALL BE GALVANIZED AF1�ER FABRICATION. a 1/2" DIA X 3 1/2" , <br /> � — HFI�DED STUD � 18'OC #7 62) 1) 3 ( 5) 48(72) 39(51) 50(60) <br /> � #8 47(71) 62(92) 4 ( 3) 55(82) 39(58) 50(76) <br /> � 3. UNLESS OTNERWISE SPECIFIEU, PROVIDE 4 GRATING CLIPS <br /> `� APPROXIMATELY 4 INCHES FROM THE CORNERS OF EACH #9 53(80) 69 48( 1) 62(92) 44(66) 57(85} <br /> 3 8" IN PIECE. ADJACENT PIECES MAY BE ANCHORED WITH ONE ��p 60(90) 78(117) 54(8 70(104) 49(74) 64(96) � <br /> CLIP AND TWO STUDS. <br /> , �,. , <br /> o "'� NOTES: �11 67(100) 87(130) 0(89) 77(115) 55(82) 71(107) �` <br /> , ., <br /> - 4. GRATING SHALL BE REMOVABLE UNLESS NOTED OTHERWISE. <br /> 1. WELD SPACER BAR TO GRATING AS REQUIRED TO MAKE TOP FLUSH WITH <br /> 5. CLEAR SPAN SHALL BE PLAN DIMENSION, FACE TO FACE AQJQINING CONCREfE. PROVIDE 1" GAPS (� 24" FOR DRAINAGE. , <br /> OF OPENING. NOTES: <br /> NOTE: 2. ADJUST ANGLE S�ZE TO SUIT GRATING. MITER AND WELD AT CORNERS. <br /> TIPS OF FINS MAY USE THE LENG IN THESE SCHEDULES, UNO. <br /> 3/16" MIN BE ROUNDED. CROSS BARS 3. MATERIAL FOR SUPPORTS SHALL MATCH GRATING EXGEPT METAL SUPPOR <br /> � AND ANCHORAGES EMBEDDED IN CONCREfE SHALL BE TYPE 316 2. USE LEN I ) WHEN BAR COVER IS DB OR LESS OR BAR CLEAR <br /> STAINLESS STEEL. PA i DB OR LESS. <br /> TYPICAL ALL BEARING AND CROSS <br /> INTERIOR CLIP ARS TO INTERIQR END BANDS EVIATIONS: DB - BAR DIAMETER; LD - TENSION DEVELOPMENT <br /> LENGTH; LB - CLASS B LAP SPLICE LENGTH, 1.3LD <br /> TYP . GRAT1 �1 � SUPP TS � £-; <br /> WATER STOP DETAI � � TYP CA� GRATII� � DETAI � 2 AT CO �ICRETE CU B QETAI � <br /> TYP . �AP SP �ICE SCHEDU E 4 <br /> SCALE: N.T.S. — S500 SCALE: N.T.S. � <br /> — S�Q(� SCALE: N.T.S. 5p� SCALE: N.T.S. <br /> — S500 <br /> 4'-0" MAX <br /> � CONS7RUCTIOP� JOINT DIM�NSIONS ` <br /> LAP SPLICE � <br /> � � SEE DETAIL NOTES: � £�.; <br /> THICKNESS (T) A B C D � � 1. ALL BOLTS AND CONCRETE ANCHORS <br /> BAR SIZE AND SPACI �I- SHALL BE STAINLESS STEEL. <br /> �, �2�� 2 ��2n 2" 3�� 2» TO MATCH F (TYP) <br /> S 3/16 2. PREVENT GALVANIC ACTION AND OTHER <br /> (7YP) U FORMS OF CORROSION BY INSULATING <br /> � 4d, 3/8" �8�� 3,� 3., ��, 3„ _ � • <br /> MIN ``' METALS AND OTHER MATERIALS FROM <br /> 24" 5�, 4» �,� 3�, � <br /> DIRECT CONTACT WITN INCOMPATABLE <br /> -- MATERIAL. <br /> 90' HOOK 1 SO' HOOK a � � °° � ' � ° • I I 3. SS CHAIN OPENINGS SHALL HAVE <br /> 6 ��. . . P � � ... � - THREE CHAINS PER OPENING EYE <br /> 1 -� � . . ° � — — - — BOLTS AND HASPS. <br /> �� � --- PVC WATERSTOP, SEE � � � ' � ° . � • � • "' 4. STEEL PIPE RAILS SHALL BE <br /> � S\� ) �5 ERT u. � . 1 1 2" DIA GALVANIZED IN COMPLIANCE WITH ASTM . � _ <br /> MAXIMUM OFFSET BEND `�a� p - � p� ' STEEL PIPE RAILS A53. <br /> . �<., <br /> Q � ( AND POSTS I <br /> N ..' a - -`— ---d--_ � � � .�. W <br /> PRINCIPAL REINFORCING � `a � ° � °. A �� • g s • . <br /> � U <br /> ,'. D. p ' , �� . <br /> o ' . , ' <br /> p D' A . , . p m ' I TOC <br /> . � � . � . � : NOTE; o I A. �J �• p ' � . <br /> a <br /> a. > . ��. n . FOR TYPICAL WALL :� . . D - e. b . e �D .. fl. D P� y �R <br /> 4 . . . � � -- ��— — REINF, SEE PLAN . � : °. : .. � . .,� .. D . . D . <br /> 135' HOOK <br /> NOTES: TIE OR STIRRUP -R NFORCING FOR HANDRAIL A <br /> 1. ALL BENDS SHALL BE MADE COLD. ANCHORAGE SEE �`� �"� <br /> 2. FOR °D" ETC, SEE AC1-318, LATEST EDITION. NO SHOWN ' ' � - <br /> S500 5400 <br /> 3. REFERENCE CRSI FOR REQUIRED DETAILING NOT SHOWN. - ' <br /> C I� RET JOI �iT DO �JB �E CURTAI �1 REI �IFORCI �IG � <br /> T1'PICA� BAR BE�IDS DETAI � 5 GE I � <br /> _ � AT COR �IER DETAI � � HA�IDRAI � DETAI � � <br /> SCALE: N.T.S. S500 SCALE: .T.S. <br /> — S500 SCALE: N.T.S. — S500 SCALE: N.T.S. — S500 <br /> ,�: <br /> ;:�,., <br /> ,,_�. <br /> � <br /> � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTIT�.E CURRENT REv1510N SYMeo� DATE � . ; ��' <br /> ACCEPTABILITY MUENCH 05.11.11 MISCELLANEOUS DETAILS <br /> A WWTP - ISSUED FOR CONSTRUCTION - RECORD 10011818 URS FRANCO 11.14.12 THIS DESIGN AND/OR CHECKED 10011818 A 05.11 .11 � ' <br /> --- SPECIFICATION IS APPROUED FRANCO 05.11.11 SHEET' N <br /> �"��" T'T�E WASTEWATER TREATMENT PLANT = �- <br /> _ ��E,�� � APPROVED BY DEPT. DATE FRANGO 05.11.�1 � ,, <br /> CHECKED �5 O� � <br /> YQUNG 05.11.11 B U IL D I N G 45-08 � <br /> � APPROVED JOB N0. COMP NO. <br /> FRANCO 05.11.11 10011818 � <br /> APPROVED DWG N0. i— <br /> TURscHMia 05.11.11 STRUCTURAL MASTER EVERETT, WA 45-08—S500 <br />