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Home My WebLink About1999 - (#34) Concrete Cap Reinforcing5270 LOGAN FERRY ROAD aSa m/KEBAB SYSTEM MURRYSVILLE, PA 15668 A.1231ied Systems Associates, Inc. STANDARD BAR BENDS PHONE (412)733.8700 O A G J B O - Al B GI (3)° D F J C D E H O O D F AINC D E H G O O D G H C O J O O B A H C D G _� A- K I_. G K A_ K O o G �Tj ® G A DRDJ�q H 10 ,°. C. II ° 12 0 c FD HH IA K D I I� O I ly O � 13 i C`K G R H J C I D 14 1 ° �1 A E D p C H I5 0 I6)C ° B D H C� 17 B� C p E E E E F C O C C D C tl. C p C C D C O K _ _ A J I K C' A K 18 A J G C 19 ° H p C K K H D 20 DI U I K D A D �-- C H 22 0 B J H C E F 23 ° B A H C E F G A D K 11! G D K 2H A 25 D F - �' 0 (6� D C D E F 27 0 A G. 28 0 B A J C H D 29 0 H D C D K K G K ISOMETRIC VIEW ISOMETRIC VIEW 30 K - H 8 G 31 0 �D � _ 32 D /`jJ \ \� % ` r K R B 0 0 0 C J H _H NOTES: D 1, ass Standard Bar Bends Include only Types 1-32, T1-T16, and S1-S15. 2. All dimensions are outdo -out of bar except "A" and "G" on standard 160' and 135' 1 hooka. J D; , / D, a r r c hook situ V 'dimensionr I80' hooks to be shown only where necessary to unirl 1 h 3. "J'i e Y Y _-! otherwise standard hooks are to be used. L 6. Unless otherwise noted, DIAMETER "D" is the same for all bends and hooks on a bar. 7. Where slope differs from 45' dimensions, "H" and "K" must b', shown. C 8. Where bars are to be bent more accurately than standard bends-g tolerances, bond - Ing dimansions which require closer fabrication should have Iladls Indicated. H B. Figures In circles Show types. n g YP D`�., "D", 4. Where "J" Is no" shown, "J" will be kept equal to or less than "H" on buss bars. Where "J" canexceed "H", II should be shown. 5. "H" dlmenslon s:Gruptr to be shown where necessary to fit within concrete. 10. For recommended diameter of bends, hooks, etc., see CRSI or ACI tables. 11. Type S1S15, T1T18 apply to bat sizes Y3 through M8. K D 12. "J" dimension on type T14, T16 is assumed to be equal to "K"'t not specified. SYa Systems Associates pp y � Inc. a$a*/REBAR SYSTEM STANDARD BAR BENDS 5270 LG GAN FERRY ROAD MURRYWILLE,Applied PHONE('!12)7 -8700 8 PHONER(�_12} 733-8700 A G H 1.2D A G H B A G H B A G D A G BLD A GA B G H D F•J A G H g r.,J A G r H B C 1...J D BLC 51 CD 32 CD S3 CD S4 SS CD S6 CI S7 CD 58 59 1 SIO F--p 1{ U�I O AG 3_ H K K I+_ I B A H C p G O A� 0 B E E E E F A C C c C c C C C G D D D D SII S12 sl3 SW h J .� s15 0 0 10 p C[jAE B G C E A � G• LAp •�� K B Is ~c cAD � A G A E DO C '{K AEI D .D H �J� �{K III- BD N C Ae6G 0 CA TI T2 T3 'CIRG T4 T5 T6 T7 T8 T9 TIO K -fI'j' G H D A D C F. E / A( B �G K G AIIII---T B///%� D\ H J K�+-- I E�-I p C D H J p - K f, G H E F0 0 O A B C I H C' p CUB TII T12 Lam) T13 TW A TIS I SI K T16 � TI7 O O O H - SPIRAL NOTES: J TURNS AT 'F' SPACING. K EXTRA TURNS (HALF T 4 B). O O IFI EPLAIN SPIRAL WITH XL SPACERS LOOSE. XM PLAIN SPIRAL WITH SPACERS MOUNTED. NOTES: B. 1. ass Standard Bar Bonds Include only Types 1-32, T1 T16, and SI-S15. r ' and 135' of bar except "A" and "G" on standard 1B0 2. All dimensions are oahlooul p I D � hooks. / D 3. "J' dlmenslon on 180' hooks to be Shown only where necessary to restrict hook size, J� ./ 6. Unless otherwise noted, DIAMETER "D" Is the same for all vends and hooks on a bar. -7. Where slope differs from 45' dimensions, "H" and "K" must be shown. 8. Where bars are to be bent more accurately than standard .andin? tolerances, bend- � C Ing dimensions which require closer fabrication should h: ,a limits Indicated. / H 9. Figures In circles show types. �. otherwise standard 4. Where "J" Is not hooks are to be used. shown, "J" will be kept equal to or less than "H' on truss bars. tp '� 10. For recommended ' 11. Type SI-Si5 YP diameter "U", of bends, T1.T16 apply to bar sizes PP Y hooks, etc., se• CRSI or Act tables. M3 through M8 9 Wllnrn "J" can exceed "H", II should be shown. 5. "H" dimension stirrups to be shown where necessary to fit within concrete, _ K p 12. "J" dimension on type T14, T16 Is assumed to be equal Is "d" 11 not specllled. S ae I f sic 2. J MA -l. 1 1. I L_ /t L.-- ;.- H r J & C.- % / 0 /y "A % C P�1.e 3 ;_;,.- - Z I (y Z __j 'SEC- r Coral Steel tie Supply Co. JOB NUMBER 993879 RELEA SE NU MBER 1 PAGE �- 7876 Belvedere RJ. - JOB NAME -- - West Palm Beach, FL 33411 E 1 keam Waterway icc GEB 561/798-8822 • Fax:561/798-5640 (t CU5TlER Murray Logan Const By LMD DATE GRADE 27-NOV-99 10:48i 60 REFERENCE DRAWING NUMBER 1 DESCRIPTION Concrete cap for steel shtwall ITM QTY. SIZE LENGTH MARK TYPE WEIGHT A B C D E F/R G H J K 2 5 14-01 501 4 29 2-06 1-091 5-062 1-091 2-06 1-03 1-0s 1 2 6 5 7-10 5Z60 1560 20 49 2-00 5-00 0-10 tW 3 4 5 6-08 17 28 0-11 5-00 0-11 4 4 5 4-09 500 4 20 1-06 1-09 1-06 I i-003; 1-0031 301 5 6 5 4-04 5Z12 20 21 2-06 1-00 0-10 306 6 7 21 5 40-00 876 I 0 8 7 5 31-00 226 ! 0 9 21 5 10-00 j 219 0 ° 3 5 7-00I 22 1 0 - 81. 1536. 13 14 4 3 7-08 3T1230 IT 2 12 0-04 1-00 2-06 1-00 2-06 5 S 3 6-08 13T630 T 2 8 0-04 0-06 2-06 0-06 2-% 16 118 3 5-02 13S1230 3 229 0-04 1-00 2-06 1-00 17 la 118 3 2-06 111 79 243. 360. 20 21 22 TO AL WE^ I SHT. 89 LBS 23 I _ 24 25 LO SEST LENGTH: 46-0� 26 27 Y9.3 73 23 29 30 31 32 33 34 35 36 37 38 39 ao 41 a2 a 44 45 4b 47 `8 I � I 49 50 j 51 S2 i 53 ;t5- LAP CrP? 0-04 0-04 0-04 M08' M08 M03I 0 JOB NO: REL NO: JOB: DESC: -------------------- ;t5- LAP CrP? 0-04 0-04 0-04 M08' M08 M03I 0 JOB NO: REL NO: JOB: DESC: -------------------- 993879 1 Elkcam Waterway Concrete cap for CC: GEB DRWG: 1 CUST: Murray Logan Const steel shtwall REF: (PLAN MARK MULT QTY SIZE LNGTH BARMRK EP PLACING NOTES CAP # 1 Cont 7 7 5 5 40-00 5-06 Lap 2-6 w/ 5-6 I Lap 2-6 w/ 40-0 Trans 30 3 2-06 Trans @ 18" o.c. Ties 30 3 3S1230 i Ties @ 18" o.c. Section 2 Elev. Change from +18-00 to +14-00 Vert 2 X 2 X 2 3 5 5 560 5Z60 Near face Far face lap 2-0 Angle 2 X 2 5 500 @diagonal Ties 2 X 2 3 3T1230 Ties as shown Cap # 2 ( Req. x 2 ICont. II II 2 X 2 X 7 7 5 5 40-00 10-00 I I I Lap 2-6 w/ 10-0 Lap 2-6 w/ 40-0 f (Trans ( 2 X 33 3 2-06 J I Trans @ 18" o.c. (Ties II 2 X 33 3 3S1230 ( I Ties @ 18" o.c. SECTION# / ELEV.=+12.67 Bottom 2 5 501 Bott.Lap 2-0 min Mid 3 5 7-00 Mid.horz as show Verts 6 5 5Z12 1/2 ea side Ties' 3 3T630 Ties @ 18" o.c. CAP # 3 Cont. 7 5 31-00 Cont. Trans 22 3 2-06 Trans @ 18" o.c. Ties 11 22 3 3S1230 Ties @ 18" o.c. Extra 11 7 5 10-00 I i I I Xtra/field cond. , _ JOB NO: 993879 JOB: Elkcam Waterway CC: GEB DRWG: 1 DESC: Concrete cap for steel shtwall REL NO: 1 CUST: Murray Loqan Const REF: BAR BND - (SIZE EP LENGTH MARK V TYP CDI BENDING DIMENSIONS -C_Z - ��Q x 2 c� P- ' - CotNSTCv C-T 1 ONN Ns S n C D E F/R G H J K 0 5 4-09 i500 4 II 1-06 1-09 1-06 �_TI-n03 1-003 5 1 14-01 501 I I 4I Il 2-06 f 1-`)91.' 062 1-0911 2-0611-03 I 5 6-I)8 560 -17 '� 0- a I l__L__ 51 4-04 15Z12 20 2-05 1-00 0-10 I II 5 7-10 5Z60 20 _ 2-00T 5-Jo 0-10 4 5-02 351230 S 3 0- 4 n 0 1-00 2-V6 1-00 0-04I r 1 i 7-08 3T1230 T 2 0-04 1-00 2-06 1-00 2-06 0-04 _ 6-08 3TG30 T 2 0-04 0-06 2-06 0-06 2-06 0-C4 CI SUBSTANTIALLY CONFORMS TO DESIGN CONCEPT .... . SUBSTANTIALLY CONFORMS TO DESIGN CONCEPT. • . ACCEPTEDSUBMITTED DOES NOT COI FORM TO DESIGN CONCEPT. • ACCEPTED AAS NOTED IJ .. REVISE AS NOTED AND RESUBMIT UNRESPONSIVE SUBMITTAL AS NOTED ............ . REj£CTED Review is limited to verifying general conformance with the design concept as presenters by the Structural Contrast Documents. Notations do riot consittute a Change Order and do not relieve the General Centrac..tor/Constn3ctiol..tAanoger from compliance with Cor)tr Fct Documents, Governing codes and regulations. No detailedeheck Of quantities or dimensions was made. The General Contractor/Construction Manager is solely responsible for confirming all quantities, dimensions, fabrication assuring that work is performed in a sateeltniques, coerdinating work with other trades and fe anal satisfactory manner. JENKINS & CHARLAND, INC., CONSULTING ENGINEERS FT. MYERS, FLOR DA Date �2 3 �f By. P c ArMO NY MEiRRRAY LOGAN CONSTV )ENKI iARLA DATE �. r_._� 13405 SHIM✓' UKAl 1NG !TES O, NOTE - THIS DRAWING TO BE USED FOR REINFORCING STEEL PLACEMENT ONLY CORAL S EL 7876 Belvedere Road West Palm Beach, FL 33411 WPB 561-798-8822 FAX 561-798-5640 GRADE STEEL A615-GR v DRAWING MINIMUM BAR LAP SE-E/40!!f JOB NO. PRINTS DATE LOCATION //{ APPR. APPR CUSTOMER APPR. DRAWN 9Y FIELD I FIELD r DATE Ja(/ 2-4 r ( V MK REVISIOG DATE RELEASE FIELD 7- cc: r 1 M co tD JOB NO. �l %-/ G F-a