|
HEAVY DUTY GRATING �
<br /> 3�4�� - S2�o STR U CTU RA� STAN DA� D D ETA ��
<br /> . CQNCREfE -JOINT SEALANT PROTECTIVE GOATING ,
<br /> SURFACE (�EE SPEC'S) PER SPECIFICATIONS
<br /> 4�� �P - #4 HORIZONTAL SLAB REINFORCEMENT (TYP) 1. DETAILS ON THIS SHEET ARE PART OF THIS PRQJECT'S STRUCTURAL � ,
<br /> EQUAL
<br /> STANDARD DETAILS.
<br /> , SEE DWGS � � . p � a
<br /> SEALANT - >`' � ° e > 2. THESE DETAILS ARE TO BE USED WHEN REFERED TO OR WHEN NO �
<br /> � GROOVE ` p � � �� � "e OTHER MQRE RESTRICTIVE QETAILS ARE INDICATED 0�1 THE DRAWINGS.
<br /> 4
<br /> �" � !� Q � ' �t'� ' � (� � � � .'r . � � � � i .
<br /> N �' , p4' ¢ I ,A• DA� ➢ �' ' pa . ' . � � . �. -�' � *� � � � L' � . . � - ' .
<br /> � � a \
<br /> � e o > o - „ � � „ > 'p a � I7 � , I. � �} I . .r` , � �( .
<br /> ,��. , � Q , �, . � , . A' , y�
<br /> � e � D � 0 6 • a . , v 4 . , a , �' P'm P' p . , ; ` � .6 � • . , - . es ! � ��. i • , .
<br /> � .` . ' NOTES: � , fl �: o � = _ -� � _- �
<br /> � SEE NOTE 2 %\�%\�%\�\J � \,'�,\\,' c., ��i\�i\ti' �� � �� �° •. o �P _i � s� � _ �. � � �� 4 C� 12>,
<br /> i,./i,./. � #
<br /> � 1. WATERSTOPS AND SEAIANT GROOVES TO BE PROVIDED BQND BREAKER �+ ' • ' " `' + "�• '
<br /> STOP ALTERNATE �/� > - � 1
<br /> BARS WHERE NOTED IN ALL SUMPS RND TRENCHE5. TAPE SHRLL MAKE � �
<br /> � ALL BARS CC�ITINUOUS CONT CtJNTACT NUTES : \ ` ,
<br /> Q ,� THRU JOINT , „ , „ `��_____
<br /> � 6 FLATSTRIP 2. DIMENSIQNS INQICATEp ON DEfAIL CONTROL MINIMUM ACROSS JQINT � _� � _p �° EXTEND WATERSTpP UP TRENCH L�.
<br /> WATERSTOP FUR THIN SLABS, THE BOTT(7M COVER MAY 8E LESS THAN 3". i. ALL SUMP AND TRENCH SIDES ANQ ACROSS BflTI�OM AT
<br /> CONSTRUCTIQN JOINTS SHALL CONSTRUCTION JQINTS (TYP� - 5�8� '
<br /> 3. STAGGER SPLICES UNLESS NOTED OTHERWISE. CaNSTRUCTIaN HAVE A SEALANT GROOVE #4C�12" EW TOP �
<br /> JOINT FACE ANO BOTTOM
<br /> 2. SANQBLASTING REQUIRED PRIOR
<br /> TO APPLICATION QF PRIMEft NOTES:
<br /> AT CQLUMNS V�HERE TRENCHES END
<br /> PROVIDE HYDROPHILIC WATERSTOP, AT
<br /> TREN�H BOTTOM AND UP YVALLS
<br /> SLQPE TRENCH PER ELEVATION POINTS
<br /> � SLAB �N GRADE CONSTR��TION �OINT � SHOWN ON THE FOUNDATION PLAN. �
<br /> � SEA�A�lT � R00�'E � PER I� ETER TRE�I � N � �
<br /> - 528�
<br /> � �Ev � 10��2 - S28a SCALE: 1 °=1 ,_0» 1 S 110 S280
<br /> � .
<br /> w
<br /> � •
<br /> �
<br /> E�D OF BAR ' �
<br /> ON TOP OF
<br /> CONSTRUCTION � � �� � � .� � � ��
<br /> JOINT 'o aQ .44 0� .o�,
<br /> o� .q q'o��'/! Q p°�oo ,o �9 ' n �
<br /> !� ' '
<br /> SURFACE .� � .� .�: .� � .fl d:.'�.°. , .� . o •.p .�:�
<br /> 6
<br /> NOTES: �� �AR �N�
<br /> " LENGTH ( * ) . o . ,G .
<br /> 1. USE LAP LENGTHS AS �ETERMINED FROM THESE TABLES UNLESS Q � � � TQQLED EDGE (BOTH SIDES} ��
<br /> v ^ <�
<br /> BAR HOOK LAP EMBEDMENT SHOWN QTHERWISE. "' � . .-o , .�o
<br /> �`` SIZE X E
<br /> , X X 2. THE TABLES SHOWN ARE FOR f'c=4�00psi, fy=60,000psi, 1.5" MIN 4 .� • �� ° . .n � �P ° ��/
<br /> oa , ,• . 3 6" i6" (21") 12" (16"} CONCREfE COVER AND 3" MIN SAR SPACING. . . . . •�° ., . • � } , •
<br /> � .
<br /> , �o p. . o °'�� .oClo C n n n� n »� v •ov >, � 'oG •� v ' a \
<br /> . a ♦ a e p
<br /> •o°Do ° . • : . p ° . a � � ;. �4 8 16 (�.1 � 12 (16 } 3, MULTIPLY THE LAP A�I� E SHOWN IN THESE TABLES BY 1.5 F4R ROUGHEN &
<br /> 4: l�o . . 1)
<br /> � 9. 9 :.� �:.°, . � . :� • .� �. » � ,� „ » EPQXY COATED REINFORCING. CLEAN F�R 8 � �4 @ 12"
<br /> � �5 10 20 (26 ) 15 (20 } BOND {TYP) .-�, �
<br /> X ° ° ° '� 4. hWHEN BARS OF �IFFERENT SIZES ARE LAP SPLICED, LAP LENGTH �
<br /> � x w #6 12" 28" (37") 22" (28") SHALL BE THE LARGER OF; •� . SECTIORI �
<br /> END OF BAR o a. o: }, n ( „ „ � =�.
<br /> WHERE HOOK � #7 14 48 62 ) �7 (48 ) EMBEDMEh�T LENGTH OF LARGER BAR
<br /> IS TURNED '���:. - L4P LENGTH OF SMALLER BAR NOTES:
<br /> TOWARD FACE : p�q•• , �$ ���� 62n ($�"� 48" �62,r) 1. CURBS SHALL BE OF EQUAL WIDTH IN THEIR
<br /> OF FOOTING . 5. UNLESS NOTEO OTHERWISE USE REBAR COUPLERS FOR SPLICES OF ENTIRE LENGTH.
<br /> #9 19'� 79" (1 Q2°�) 61}' (79"} �11 AND LARGER BA�S. ' ,
<br /> #10 22" 1Q0" (130") 77" �1Q0") 6. ALL DOWEL BARS SHALL EXTEND AN EMBEDMENT LENGTH E INTa 2. IN EXISTING SLABS USE #4 (� 12" W/ 4"
<br /> ° �o o• •°--'�•q � • � � •c� o•'• u•Q � °�� . ���o� ' '��� o•.�a o� ANOTHER MEMBER OR AGRQSS A Ct7NSTRUCTION JOINT UNLESS EMBEQ, DRILL AND GROUT INTO SLAB �
<br /> =Q p �o° �° .Q � �°.. :o,� �a° p �o a r,°•q. 'o'.a °, d,°:.o� #11 24" 123'� (160") 95" (123") SHOVdN TC} SPLICE WITH OTHER BARS OR TO EXTEND TO THE FAR �
<br /> � � ' ' � a • FACE OF THE MEMBER AND END WITH A STANaARD HQOK.
<br /> �
<br /> 3" CLEAR X X X � USE LENGTH IN PARENTHESIS FOR WALL HQRIZflNTAL
<br /> REBARS AND SLAB BARS WITH 12" aR MORE OF
<br /> FRESH CONCRETE UNDERNEATH
<br /> SECTION STAI��ARD 94° BAR HOOKS EMBEDME�IT 4 C O N � R ETE � U R B � .
<br /> LEf�GTHS AN� LAP LENGTHS R�v ��0>>2 _ �2ga SCALE: NTs �s� �o s2�o $` ��
<br /> ANGLE FRAME (TYP�, SEE TABLE SUPPQRT ANGLE ONLY AT 1/4" STUD WELDED TO GRATING �EPDXY FIBERGLASS) NOTES;
<br /> FOR MATERIAL. MITER AND WELD WALLS EXTENDING A84VE 1 3/16" SUPPORT WITH NUT AND WASHER 1. UNLESS �NDICATED OTHERWISE, ALL GRATING SHALL 8E FRP, SEE SPECIFICATION SECTION �68�00.
<br /> CORNERS TOP OF �RATING � SADDLE CLIP BANDING BAR 3
<br /> , , 2, GRATING DEPTH TO BE DEfERMINED BY MANUFACTURER AND APPRQVED 8Y ENGINEER (UNa).
<br /> , , ��4�� ��$ • - � ° . � = 3. ALL ENOS AND QPENINGS SHALL BE BAN�lED.
<br /> a• <. , TOP QF CONCRETE
<br /> GRATING � ' 'o � I ��` . - 4. WEIGHT OF GRATING SECTION SHALL NOT EXCEED 80 LB�.
<br /> T �v - ' � ° _ `" 3/4" DIA (BUILDINGS 45-61 & 45-62) ,
<br /> Q a . J a •o '� ; ' : ' 5. METAL BEARING BARS SHALL BE DEPTH T x3/16" Q1 3/16° flC � 1" DIA (BUILQING 45-6�} �
<br /> ��- �, � '� CROSS BAftS SHALL BE C� 4" OC. ,- �
<br /> � ' 'p ` � ' � � ° . � 6. PROVIDE A MINIMUM QF 4 CLIPS PER GRATING PANEL, APPRt}X 4" FROM PANEL CORNERS. MAXIMUM �i
<br /> ' • . �• CLIP SPA�ING AT 36" QC. r-
<br /> ° ' GRP,TING ANGLE FRA�IE �: . • e` ` ' � � ° ' ¢ � ----- 3'� MIN. THREADS EA. END W/ 4"X2�" SQ. '
<br /> 7. MATERIALS:
<br /> � �• �� ' � �� ° ANC'HOR IANDp WASHER , ',4,�1 f 2'" BEARING BAR OR SUPPORT o _ • ° o p� ' °� Qa� : °� WASHER & (2} HEX HFAO NUTS TACK �
<br /> � • � �� ��� GRATING CLIP DETAIL " GRATING SUPPORT ANGLE WELDED GRATING CLIPS ADHESNE WELflED TO BOT. OF RQD, TYP.
<br /> , C� 18 OC MATERIAL ANGLE FRAME STUDS AND STUDS ANCHORS
<br /> EMBED
<br /> WELDED STUDS, WELDED TC} GALV STEEL,
<br /> ANGLE FRAME. FOR ALUM SUPPORT ANGLE LLV: GRATING ST�P 1/4" BAR �WELD TO GALV GALV GALV ���" pIA x4" GALV STEEL pSTM F1554
<br /> SEE S-504 METRL = L-4"x3"x1�f4" LLV SI�PPQRT BEAM AT ALL INTERMEDIATE GRATING STQP STEEL STEEL °� STEEL ���,� �� �� GR 36, GALV
<br /> FIBERGLASS = L-3'x3"x3/8" AND END SUPPORTS (SEAL WELD SAR 1/4"x GRATING ANCHOR BOLT NQTES:
<br /> GALVANIZED STEEL, BOND FIBERGLASS TYPE 316L SS
<br /> BAR TQ SUPPORT BEAM) C1MIT WHERE GRATING aEpTH (�QNT) STAINLESS -�pE 316L SS TYPE 316L SS 1/2" DIA x4" TYPE 316 SS TYPE 31� SS 1. TYPICAL ANCHQR BOLT DETAILS PER PEMB BOLT
<br /> GRATING FRAME TABLE SIZED TO MATCH GRATING (FQR FIBERGLASS USE GRATING IS CE NT OVER SUPPORT BEAM STEEL ����� �� �AX PLAGEMENT LOCATIONS.
<br /> CONTINUOUS PULTRUDED FIBERGLASS SEAT & ANCHOR) . 2. ANCHOR BOLTS MUST BE ASTM F1554, GRADE 36. ,
<br /> � FIBERGLA�S FIBERGL4SS FIBERGLASS FIBERGLASS FIBERGLASS TYPE 31 fi SS 3. ANCH{�R BOLTS MUST BE LQCATED BY MEANS OF A °
<br /> GRATING ANGLE FRAME �RATING ANGLE FRAME � GRATING TEMPLATE. Dfl NOT HAND SET ANCHt}R BOLTS.
<br /> DEPTH T DEPTH T � �THICKNESS ' 4. ANCHOR BOLTS SHALL BE CAST IN PLACE. ; •
<br /> >» 1 3/4�lxl 1/4;'xl/4�� 2�� *2 j�2>�x2 ��2��x1�2'= � 8. ALL GALVANIZED MATERIAL TO 8E GALVANIZED AF7ER FABRICATION. 5. GRQUT LEVELING PAD IS NOT PERMITTED.
<br /> (1 1/4 xl 1/4 x1/4 )
<br /> » 2"x1 1/2"x1�4" , >, n ,� !,
<br /> SUPf'ORTING BEAM, 9. FIBERGLASS GRATING - ALL CtJT EDGES SHALL BE SEALED WITH RESIN. F(7R BONDING, U5E AN EPDX`�'
<br /> 1 1/4 (� 1/2'�x 1 1/2'x 1/4 ) � ��4 2 1/2 x2 1/2 x 1/4 SEE PLAN FOR SIZE ADHESIVE BONDING AGENT.
<br /> AND END CONDITIONS �4. IVOT ALL MATERIAL TYPES MAY BE USED ON A SINGLE PROJECT.
<br /> � 1 1/2" 1 3/4"xl 3/4"x1/4'� 2 1/2�' 3"x3°xi/2" GRATING STOP DETAIL
<br /> � L7 R AT ! V G � 11• PROVIDE ANGLE FRAME OR SUPPORT ANGLES AT ALL SIDES OF QFENINGS (UNO}. �� C H `.1 � ��.1 �T IJ ET/�t 7
<br /> �
<br /> � 1 3 4" ,� ,� „ . .
<br /> � 2x2x1f4
<br /> ' SCALE: 3 4 =1 -4 - S280
<br /> N > ,r „ 3 „ ¢. .
<br /> � * OR USE 2 1 f2"x2 1/2"x1/4" W,/ 1/4" SHIM PLATE WEL�ED TO BOTTOM ���� f '
<br /> �
<br /> i
<br /> �
<br /> N ,
<br /> O _
<br /> DO . .
<br /> cD
<br /> N
<br /> O
<br /> �
<br /> /
<br /> �
<br /> �
<br /> Y
<br /> O
<br /> 3
<br /> 3
<br /> Q
<br /> /
<br /> U
<br /> � ISSUED FaR ��NSTRUCTIt�N °
<br /> SYM REVISION BY APPRQVED DATE SYM REVISION BY APPRQVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ,.� �_ ACCEPTABILITY NATALE 43.18.16
<br /> . ��og �A��.. THIS DESIGN AND/t�R CHECKED �C?NCRETE DETAILS ' � �'�'��'� 6
<br /> `�'�+ �fd^ SPECIFICATI�N IS APPR{�VED PERKINS 03.1$.16 SHEEr ,
<br /> � .�" o � Er�c�NEER TITLE SKYDRQL-GLYCOL FACILITY
<br /> ������ APPR4VED BY DEPT. DATE PERKINS 03.18.16 ����
<br /> ' CHECKtD
<br /> �� ��� R�4 1� P��►�E� o3.t$.�s ��NQTT I �� �L 1763fl644
<br /> p 53058 APPR(7VED - �QB �a eoMP N0.
<br /> I3T$ Ca
<br /> `��'r��AL �� APPROVE!� $TRUCTURAL MASTER EVERETT, +�q °wc No. 45-62-528�}
<br /> 3.18,16 ,
<br />
|