|
_ _ ,
<br /> -
<br /> _ _ _ _ ___ _ _ _ _ __ �.
<br /> s:
<br /> � '
<br /> END OF BAR X NORMAL REINFORCEMENT SYMMETRIC ABOUT CENTERLINES NOTHIS DEI�AIL TO BE USED AT ALL CIRCUTAR OPENINGS EXCEPT WHEN OTHER �
<br /> ON TOP OF � DETAILING IS INDICATED ON THE DRAWINGS.
<br /> CONSTRUCTION _ � o � o , ,a � , , , a � � � 'As� i
<br /> JOINT a . 0 4� : '��� �a• '
<br /> D '° . • ��o p°
<br /> SURFACE •° '�� ' •° G' ' °� ��o ° '° �'� �' � � � � " 2. CUT NORMAL REINFORCEMENT 2" CLEAR OF OPENING.
<br /> _ . . . a . .o 'a' . � o : . . � � � i i ( ADDITIONAL BAR As2
<br /> ,� * NOTES: _ _ _ �_ _ _�_ _�_ _ �_ _ _ '_ � 3. CUT NORMAL REWFORCEMENT AT OPENINGS:
<br /> LENGTH ( )
<br /> - � � � ' ' � As = AREA OF REINFORCEMENT
<br /> 1. USE EAP LENGTHS AS DE7ERMINED F�ROM TNESE TABLES i LAP , i � � A. AS AND AS = 1/2 AREA OF TQTAL CUT BAftS TO BE ADDED ON
<br /> BAR HOOK LAP EMBEDMENT UNLESS SNOWN OTHERWISE. LAP LENGTH � _ _ __�_ _ _ _�_ _ _i_ � � EAG� SIDE � OPENING.
<br /> i � � - �- - - -�- � �� .,
<br /> X X 4. DIAGONAL AND ADDITIONAL BARS AS AND AS TO BE PLACED.
<br /> SIZE X E �, THE TABLES SHOWN ARE FOR f'c=4000psi, fy=60,000psi, S283 5283 � i - � � � �GQ 1 2 ; �
<br /> „ » » » ,� �, ,
<br /> ;a • a' • #3 6" 16 (21 ) 12 (16 ) 1.5 MIN CONCRETE COVER AND 3 MIN BAR SPACING. i � �
<br /> o • E - - - � � A. AT CENTERLINE OF WALLS QR SIABS WHERE ONE LAYER OF
<br /> •,°Da °°• :o°�' ° � ° .�•o°� 'a�• � #4 8" 16" (21") 12" (16") 3. MULTIPLY THE LAP AND E SHOWN IN TNESE TABLES BY 1.5 FQR � As2 r � � I REWFORCEMENT IS PROVIDED.
<br /> � �.a •.° a: o°• �°�',' ' . .a •-° a; ,.
<br /> z I I I ' .
<br /> . . . . o. . . • . . o EPDXY COATED REINFORCING. w
<br /> #5 10" ?_�" (26") 15" (20") w "- --� - -- i - - �-" � �^ B. AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF
<br /> X � a � .o X c� i i i SEE DIAGONAL BAR REINFORCEMENT ARE PROVIDED.
<br /> . 4. WHEN BARS OF DIFFERENT SIZES ARE (AP SPLICED, LAP � �Q'
<br /> �P o ��- - - ,--- -,- - -- - 0 - - - - - - - ARRANGEMENT DEfAIL
<br /> � �6 12" 28" (37") 22" (28") LENGTH SHALL BE THE LARGER QF: 4 � ^ �
<br /> END OF BAR � . •, a: ``' z ---- ' - - - ' - - � - - � 5. UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS SHALL BE THE SIZE OF
<br /> WHERE HOOK ' " ° �' #7 14" 48" (62") 37" (48") EMBEDMENT LENGTH QF IARGER BAR Q � i i i � THE LARGEST NORMAL REINFORCING BAR CUT.
<br /> IS TURNED •a��•. LAP LENGTH OF SMAL,L�R BAR � J � � � �
<br /> TOWARD FACE .' ��a�• #8 16" 62" (81") 48" (62") � - - --�- ---�- - -�- .
<br /> � � � � - -�_ � 6, INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO FIT WlTHIN A DISTANCE
<br /> OF FOOTING '. 5. UNLESS NOTED OTHERWISE USE REBAR COUPLERS FOR SPLICES o , , , � � OF 2X WALL/ SLAB THICKNESS FROM OPENING, PROVIDE 2" MW CLEAR
<br /> #9 19" 79" (102"} 61" (79") OF #11 ANQ LARGER BARS. � �
<br /> I. �P „( Z , � B E f W E E N B A R S.
<br /> � (BEND AS REQUIRED AT _ _ �_ _ _� _ _� _ �,AS1 _ �_
<br /> _ , o . #10 22" 100" (130") 77° (100") 6. ALL DQWE� BARS SHALL EXTEND AN EMSEDMENT LENGTH E (NTO CONSTRUCTION JOINTS � � � ��� 7. WHERE A SLAB OR INTERSECTING WA LL GONNECTS WITHIN ONE WALL ; �;
<br /> ° •P o•.°�•'�•o a� �v a•• o•o �•v o�.�o�o ,_,., .':v o�.�o o� „ „ „ „ ,� ANOTHER MEMBER OR ACROSS A GUNSTRUCTION JOINT UNLESS OR OTHER OBSTRIJCTIONS) � � � � � ADDITIONAL BAR As2 THICKNESS OF THE OPENING, ADDITIONA� BARS ON THAT SIDE OF THE
<br /> :o.°• 0��,�0° �a �o a; :o,.°: 0��.�a • '0.°- '0��.•p' . �•o°• Qo°•oo #11 24 123 (160 ) 95 (123 } SHOWN TO SPLICE WITH GTHEf2 BARS OR TO EXTEND TO THE FAR _ _ _ I_ _ _� _ �_ _ �_ _ � .� � OPENING MAY BE OMITfED.
<br /> ' ' ' • ° •' ' ' FACE OF THE MEMBER AND END WITH A STANDARD HOOK. � �T � i � '
<br /> � � I 8. WHEN THE LAP LENGTH OF THE ADDITIONAL BARS CANNOT BE ACHIEVED DUE
<br /> „ * DIAGONAL BAR ARRANGEMENT � � � � i � TO AN ADJACENT WALL OR SLAB, ADDITIONAL CORNER BARS OR SLAB DOWELS, •
<br /> 3 CLEAR X X X USE LENGTH IN PARENTHESIS FOR�WALL HORIZONTAL � LAP LENGTH ' ' ' ( REPECT(VELY, MATCHING THE CUT BARS, ARE TO BE INCLUDED IN TH�
<br /> REBARS AND SLAB BARS WITH 12 OR M�RE OF SEE NOTE 8 � � � � �
<br /> FRESH CONCRETE UNDERN�TH S�83 � � ADDITIONAL BAR As� ADJACENT WALL OR SLAB TQ LAP WITH THE ADDITIONAL BARS.
<br /> SE�T�oN ADDITI � �IA� REI �IFOR� EMENT AT CIRCU �AR OPEI� I �IGS 2
<br /> STAI� DARD 90° BAR HOOKS , E�IBEDMEf�T �EI� GTHS Ai� Q I�AP �Ef� �THS � S�
<br /> S283 ���
<br /> ��
<br /> �::
<br /> 45' - 60' � SYMMEfRICAL ABOUT
<br /> A � ;,+
<br /> 1 f 4' �� NORMAL REINFORCEMENT As=AREA QF REINFORCEMENT
<br /> � M , ADDITIONAL �`
<br /> . .' �: '
<br /> i i �� �� NOTES; � HORZ BARS � i i qs � I �As � ' '
<br /> ` � � i � 1 i � i 1 i i i
<br /> _ - _ _ AS 2 i � � � � � � � � NC�TES:
<br /> � � DIRECT LAP SECTION A-A i � i � i � � ' LAP LENGTH �
<br /> � -� 1. SPLICES SHALL BE WELDED PER IBC STD �
<br /> - -�- - - �- - � � � � � 1. CUT NORMAL REINFORCEMENT AT QPENING:
<br /> NO 19-2 AWS D1.4 AND MEET THE - - - - � -� -�- - -� - + - � -- - - - -�- - --,- - - - - S283
<br /> \ 1/8° ' �� pOUBLE-FLARE � � � i ' � � � �P �.� As AND As = 1/2 AREA OF CUT BARS TO BE ;
<br /> REQUIREMENTS OF AC1318 SECTION 12.14.3.3. 3/4 (MAX) V-GROOVE WELD � i � AD�ED ON EA� SIDE OF OPENING. �,:
<br /> 2. SURFACES DO NOT HAVE TO BE SQUARE CUT. S � � i i ` .,
<br /> - -#5 x�4�-0" - � - - i- - - - - 2. ADDITIONAL BARS As� RND As2 TO BE PLACED:
<br /> SINGLE-V-GROOVE WELD BEVELS CAN BE CUT WITH A TORGH. R OR L - As 2 ; ; LONG EF ' ' As
<br /> 45' - 60' 3. CHIP OR GRIND ROOT TO SOUND MEfAL �- � i DIAGONAL � � 2 A) AT CENTERLINE OF WALLS OR SLABS WHERE
<br /> �- � � (np� � � ONE LAYER OF REINFORCEMENT IS PROVIDED.
<br /> DOUBLE-BEVEL- GROOVE WELD BEFORE WELDING SECOND SIDE. z _i_ _ _ _� "
<br /> �\ _ _ / � -- - - � �- - � - � - - � - -- - B) AT EACH FACE OF WA�LS OR SLABS WHERE :
<br /> 4. BARS MUST BE PLUMB AND PRECISELY B 2 BARS � , i I �
<br /> \ � LOCATED IN ORDER TO BE PROPERLY WELDED. o i i I i ; PROVIDED,RS OF REINFORCEMENT ARE
<br /> INDIRECT BUT� SPLICE z - - - - - - - - --- - � - T - - ; - - --
<br /> 5. WRAP BARS WITH INSULATING MATERIAL AFfER w � �
<br /> 1/8n _ � � WELDlNG IS COMPLETED TO ALLOW SLOW � i � ' � � qS 3. INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO
<br /> J � � AQDITIONAL 2 IT WITHIN A DISTANCE OF 2 X WALL / SLAB
<br /> ,' .P CQOLING. a i , ��
<br /> � �� �= � _� � VERTICAL i , THICKNESS FROM OPENING. PROVIDE 2 MIN CLEAR
<br /> � ' � ��8�� = 6. BACKING 1S REQUIRED FOR SINGLE-V-GROOVE o - -- - i-- - -i- BARS i -T � - i - -- - BETWEEN BARS. :
<br /> � AND SINGLE-BEVEL-GROOVE WELDS FOR �8 z As ! ' AS � � i � ADDITIONAL HORIZONTAL �.�
<br /> 2 � � 4. THIS DETAIL TO BE USED ONLY WHEN NO OTHER
<br /> \ - '- AND #7 BARS. SECTION B-B SECTION B--B SECTION B-B BARS As
<br /> � � DOUBLE-V-GROOVE WELD ' � i _ �___ _ 2 DETAIL IS INDICATED ON THE DRAWINGS. `'
<br /> � ' - -'- - I- - r-- - + - -� - �
<br /> r DOUBLE--FLARE FLARE-BEVEL DOUBLE-FLARE � � i ' � � 5. WHERE A SLAB OR INTERSECTING WALL CONNECTS '
<br /> DIRECT BUTT SPLICES FOR 6EVEL-GROOVE WELD GROOVE WELD V-GROOVE WELD � i � � � ' � � ADDITIONAL VERTICAL WITHIN ONE WALL THICKNESS OF THE OPENINGS, ••
<br /> MORIZONTAL REINFORCING BARS USING A PLA7E USING AN ANGLE USING TWO BARS i � ( i�As� �; � � BARS As1 ADDITIONAL BARS ON THAT SIDE MAY BE OMITfED.
<br /> - - - - - - --- - -
<br /> � � - � t-- - - + - - - - - -
<br /> F�OOR LINE ? �
<br /> SINGLE-BEVEL-GROOVE END , � i a ,
<br /> � I I i �
<br /> DIRECT BUTT SPLICES FOR W E �D E D S P �I C E S �Q R
<br /> VERTICAL REINFORCING BARS ADDITIONAL BARS As�
<br /> WE�DED SP �ICES FOR RE N �� RC �1G BARS 3 RE � �ORCII� G BARS q- SEB�1� S2g3LENGTH ELEVATION 4
<br /> (�7 AND LARGER) S2g3 (#6 AND SMALLER) S283
<br /> � � ADD T OI�A� REI �IFORCEME�IT AROU D RECTAI� GUI_AR OPE�11 GS
<br /> 5
<br /> 1S61 S283 ,
<br /> WALL STRAIGHT WALL WALL VERT WALL BARS TO LAP
<br /> BAR - SHORT DOWELS ALL 3 S285
<br /> - STRAIGHT BARS VERT WALL BARS > ° BARS IN THE SAME PLANE TOOLED EDGES
<br /> ° AND DOWELS IN THE PARA�LEL TO WALL FACE
<br /> � � � STOP ALTERNATE BARS ' � SAME PLANE PARALLEL � » FORM TO SE BEVELED AS SHQWN o
<br /> TO WALL FACE ��� AT ALL PLACES WHERE HORIZONTAL
<br /> * � AND VERTICAL SURFACES INTERSECT � �
<br /> � 0° � FLOQR SLAB °- � 0" FLOOR SLAB v °- �
<br /> � � AND BOTH SURFACES ARE IN THE 4• �
<br /> I e � SAME POUR o• ';.
<br /> , , ° ° ROUGHEN AND
<br /> �<..
<br /> � ° ° ° a � a , v , , v , TOOLED EDGES CLEAN FOR
<br /> n a s e
<br /> Q o ` , � (ALL EXPOSE� CORNERS) 45'� o j01NTT BOND �4 C� 12" 3 1/2" OR
<br /> S AIGHT �P * LAP 3" CLR � � � LAP Q n Q o 0 0 0 0 o Q o Q o TOOLED AS REQUIRED
<br /> TR STRAIGHT � -' 4 EDGE
<br /> BARS * BARS � �' * * � ° • ° � ' ` SLAB ' � • > . >
<br /> .. . o p a p = ' p o = P = o p e p � .
<br /> n . n � e
<br /> ALL �QTTOM BAfZS 3/4'" CHAMFER
<br /> * fN Tt1E SAME (ALL EXTERIOf� aW FILLETS ° ° ° , , , ° . . ° , ?
<br /> WHEN BAR HOOK S = BAR SPACING �XPOR T HORIZONTAL PIANE FORMED CORNERS) •°O � NOT � � � � � �
<br /> IS NOT SPECIFIE� AS NOTED ON DWGS . � °• � ' ° REQUIRED �� � � �
<br /> PROVIDE STD 90' ' ¢ � �
<br /> + � � o INTERSECTING WALL a�� o
<br /> e BAR HOOK, SEE 1 S283 • • • • • • • • �•• • •p � • � a OR SLAB ° 3" CLEAR SLAB DRILL & GROUT 2." CLEAR FOR -
<br /> d o � o
<br /> � ��� , . . . . ; ° �. � i � 0 ` o ' � ON GRADE BARS INTO SLAB SUSPENDED SLAB ``",
<br /> o SLAB T T • o � ' T = S/2 OR 4 1/2" a � e
<br /> ' WALL WHICHEVER c� • •
<br /> IS LESS (TYP) a ' ° .
<br /> * SEE DRAWINGS
<br /> WALL OR SLAB DETAIL
<br /> STAf� DARD F� R REI �I �ORCIf� G BAR DETA � NG � �OR � If� � D �TA �_S � HOUSEI� EEPI �1 � PAD g
<br /> . -�
<br /> S503 S283 S283 S283
<br /> � �
<br /> 5504
<br /> � _ ta nte c
<br /> 100 % DESIGN ISSUED FOR CONSTRUCTIQN
<br /> �
<br /> �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> E, �, ACCEPTABILITY PEP,KINS 3.20.18 ORIG 3.20.18 �
<br /> �� tvAs �. THIS DESIGN AND/OR CHECKED GONCRETE DETAILS � .
<br /> °� Qr PALMER 3.2Q.18 SHEET N
<br /> � �Y SPECIFICATION IS APPROVED
<br /> ��E,�� � �� � i R Trr�E WASTEWATER TREATMENT PLANT = ,
<br /> APPROVED BY DEPT. DATE PERKINS 320.18 ��Q�
<br /> U
<br /> Z
<br /> ' CHECKED W
<br /> WEAKLEY 320.18 v �
<br /> .
<br /> � B U I LD I N 45-0 �oB NO. COMP N0. '
<br /> 0 53058 � APPROVED o
<br /> �'�s'�Bo�sTsa$°�ti�` WEAKLEY 3.20.18 �wc No. ~
<br /> SjoxAL �� HaRRisE� 3.2a�a STRUCTURAL MASTER EVERETT, WA 45-08-S283
<br />
|