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HomeMy WebLinkAboutWTR2702953.53J r m 0 w < J a CD 0 i 0 N N U) w < 0 0 w cn < 3 N O cn cn / 3 0 U U rY Y c� y O U W Q' co / o, 3 0 0 0 < U I 0 i 0 N O / / w J < U \ Y i:i M < Z J 11 C� Ln N N i ►i • on C I D I TT 3/4" BELOW TOP OF SLAB TYPICAL ADDITIONAL REINFORCING #5 BAR X 4'-0" LONG EACH CORNER IN CENTER i FOR OPENINGS 12" <D <21" SLAB CORNERS N.T.S. F G • a• Z-BAR SPACER AT 8' CENTERS EACH DIRECTION MINIMUM ° ONE ROW. FABRICATE FROM #2 OR HEAVIER • BARS. TIE TO OUTSIDE Q a LAYER OR REINFORCINGLLJ m a. m m • J U N SPACER FOR WALL REINFORCEMENT N N.T.S. \ EXTRA BARS EQUAL IN TOTAL AREA TO REGULAR REINFORCING CUT BY OPENING. PLACE ONE HALF TOTAL AREA TO EACH SIDE OF OPENING AND IN THE SAME TRANSVERSE POSITION AS REGULAR REINFORCING. ONE EXTRA BAR EACH CORNER PER LAYER OF REGULAR REINFORCING (SEE TABLE BELOW). PLACE IN SAME TRANSVERSE POSITION AS REGULAR REINFORCING. BAR LENGTH THICKNESS BAR RECT. CIRCLE OF CONCRETE SIZE OPNG. OPNG. <12" 4 3'-0' D+12" 12" TO 18" 5 3'-0" D+12" >18" 6 3'-8" D+12" B = THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN ON SHEET S1 L� OPENING FOR CIRCULAR OPENINGS 21"<D< 54" 5 TYPICAL ADDITIONAL REINFORCING AT OPENINGS 12 < D < 54" An 3 2 (TYPICAL REQUIRED UNLESS ADDITIONAL REINFORCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS) N.T.S. 1) II A.. An" r'f AT C^I Amc- I7\/m NOTES: 1. PROVIDE ADDITIONAL VERTICAL REINF EQUAL TO THE LENGTH OF THE UNINTERRUPTED BARS. 2. EXTEND HORIZONTAL ADDITIONAL REINF 5'-0" MIN BEYOND EITHER SIDE OF OPENING. (HOOK BARS IF 5'-0" NOT AVAILABLE.) 3. THIS DETAIL APPLIES TO ALL WALLS AND SLABS USED FOR RETAINING LIQUIDS AND SOIL. ADDITIONAL REINFORCING AT OPENINGS IN PRESSURE WALLS AND SLABS N.T.S. SURVEYED: SCALE: AS SHOWN DESIGNED: SJ DRAWN: Si ONE INCH CHECKED: DLB APPROVED: SEM AT FULL SCALE — RECORD DRAWING 12j05 IF NOT ONE INCH IF ACCORDINGLY NO. REVISION BY DATE APPF A B C D E .. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM F J J MIN 6 RIBS < w m o � 6" WATERSTOP 1. - cc BEYOND 6„ WALL —WALL_ WATERSTOP SECTION 'CJ I 0 Lj zmo WATERSTOP O z f cn < r �" WATERSTOP WIRE TIE © 12" WALL —SLAB BEYOND SLAB —SLAB NOTES: 1. LOCATE WATERSTOP WITH WIRE TIES OR LONGIT. KEY BLKG BETWEEN TWO CONTINUOUS CURTAINS OF REINFORCING. 2. AT INTERSECTIONS OF CONSTRUCTION JOINTS, CONNECT WATERSTOP TOGETHER TO FORM CONTINUOUS WATER BARRIER. 3. PROVIDE ROUGHENED SURFACE BETWEEN CONCRETE POURS. 4. REFER TO SPECIFICATIONS FOR DETAILED PRODUCT REQUIREMENTS AND INSTALLATION PROCEDURES. CONSTRUCTION JOINT WITH WATERSTOP N.T.S. SEE RFI 45-22 (5/24/04) K SAND BLAST AND CLEAN SEE . •7 SPECIFICATION- OTHERWISE ' PROVIDE KEY WHEN CONSTRUCTION JOINT IS LOCATED WITHIN 1 /3 SPAN FROM FACE OF SUPPORT e.. WALL —WALL #4 CONT EACH SIDE z CONSTRUCTION JOINT �I A" ADD #4X4'-0" @ 12" (TOP AND BOTTOM WHEN NO OTHER HORIZONTAL REINFORCING IS INDICATED) d d d ° :< WALL —SLAB SLAB —SLAB NOTES: 1. REINF STEEL IS CONTINUOUS THROUGH CONSTRUCTION JOINTS. 2. SEE SPECIFICATION FOR CONCRETE SURFACE PREPARATION. CONSTRUCTION JOINT W/O WATERSTOP N.T.S. SEE RFI 23.2 & 03300 3.09 SAWED JOINT (1 /8"-1 /16") W/ CAULK IF SPECIFICALLY NOTED ON DRAWINGS d- I \ 11 d d d ..•. . d • d NO WATERSTOP OR DOWELS AT JOINT NOTES: 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. 2. IF 2 LAYER REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT JOINT. 3. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. TYPICAL CONTROL JOINTS N.T.S. SEE RFI 45-22 (5/24/04) Kennedy/Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, Washington 98001 L I A2 B 3" MIN B 3" MIN B 3" MIN 3" MIN 3" MIN WALL 2 NOTE C NOTE A NOTE C7 WALL 3 NOTE A z e AC \ A3 WALL 2 ¢ m�-NOTED d. m NOTE D NOTE A a NOTE A WALL 1 WALL 1 5i A2 A q� 3" MIN B 3" MIN 3" MIN B 3' B 3" MIN MIN z WALL 2 z WALL 2 WALL 3 NOTE A NOTE A NOTE A ' I ALTERNATE \ NOTE C Q m Q m HOOK DIRECTION j NOTED NOTE D z Wz ALL 1 WALL 1 e NOTE A NOTE A A = VERTICAL CONSTRUCTION JOINT WITH WATERSTOP NEAREST TO WALL CORNER. Ax = DISTANCE FROM INSIDE CORNER FACE TO NEAREST VERTICAL CONSTRUCTION JOINT IN SIMILARLY NUMBERED WALL. "A" SHALL NOT BE LESS THAN DIMENSIONS INDICATED RFI 23.2 BY THESE DETAILS; NOR GREATER THAN INDICATED ON PLAN DRAWINGS; BUT IN ANY CASE SHALL NOT EXCEED 30 FEET. B = OPTIONAL SPLICE LOCATION UNLESS SPECIFICALLY NOTED ON PLAN DRAWINGS. SPLICE LENGTH SHALL NOT BE LESS THAN THAT AS SHOWN IN SPLICE TABLE ON SHEET S1. USE SPLICE LENGTH FOR THE SMALLER OF THE TWO BARS BEING SPLICED. C = STANDARD HOOK. D = TYPICAL CORNER REINFORCEMENT. SIZE SHALL MATCH LARGEST ADJACENT WALL HORIZONTAL REINFORCEMENT; SPACING SHALL MATCH MINIMUM ADJACENT WALL HORIZONTAL REINFORCEMENT SPACING. MAIN REINFORCEMENT FOR ALL STRUCTURES TYPICAL HORIZONTAL CORNER REINFORCING N.T.S. NOTES: 1. VERTICAL REINFORCING NOT SHOWN. 2. THESE DETAILS SHALL BE APPLICABLE TO ALL WALL CORNERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. „D„ w �w THICKNESS OF SLAB OR WALL "A" NOMINAL KEY SIZE D x W LESS THAN 8" 2x3 9" TO 12" 2x4 13" TO 18" 2x6 19" TO 24" 2x8 MORE THAN 24" 2x12 CJ o a < NOTES: 1. KEYS ARE REQUIRED FOR HORIZ. CONSTR. JOINTS. 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF THE CJ LENGTH. LONGITUDINAL KEYS N.T.S. - CONC SLAB 3L OR WALL 2953D6 3/4" PLATE L 3 16 3L" SQ / T/2 OR 8" MIN POCKET (POCKET WIDTH SAME AS BEAM WIDTH) BEAM POCKET RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTS HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THESE RECORD DRAWINGS. USERS OF THESE RECORD DRAWINGS ASSUME ALL RISK OF LOSS RESULTING FROM THEIR USE. ECONOMIC AND ENGINEERING SERVICES, INC. 10900 NE 4th STREET, SUITE 1110 BELLEVUE, WASHINGTON 98005 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA J LOAD TYPE TYPE L CAPACITY (LB) H V A 2 1000 2,500 B 2 1 /2 2000 5,000 C 3 4000 10,000 A: 'e "'A o . e Et a• H 3/4 Ln jN I N J GRIND EDGES NOTE: ALL METAL TO BE SS TO 1 /4' R V EQUIPMENT LIFTING EYE N.T.S. 10 Q 5 CITY OF RENTON •'u Planning/Building/Public Works Dept. DATE: DEC 2005 1 PROJECT No. 3-01-358 MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION No. STRUCTURAL REINFORCED CONCRETE NOTES sHT No. AND STANDARD DETAILS DWG NO. S2 3Vl' NNF:r err fr �nn� W-2 9 5 3 A A!