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ST0701-SP090903 (2)Page 1 of 1 Keith Marvin - Submittal No.24 From: "Rodriguez, Jorge" <jrodriguezghalff.com> To: "Farris, Miranda" <mharrisglhlacy.com> Date: 9/3/2009 4:33 PM Subject: Submittal No.24 CC: <kharris @lhlacy.com >, "Matt Oyen" <MattO @PacTrust.com >, "Keith Marvin" <kmarvingci. coppell.tx.us> Attachments: Submittal #24.pdf Miranda Submittal No. 24 has been reviewed for our structural engineer with noted exceptions. Please review dimensions. thanks Jorge Rodriguez, P.E. MEN Project Manager 1BUE HALFF HALFF ASSOCIATES, INC. 1201 N. Bowser Road Richardson, Texas 75081 Phone 214 - 346 -6203 Fax 214 - 739 -0095 www.halff.com file: / /C: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4A9FEFC9City_... 8/30/2011 L. H. LACY COMPANY, Ltd. P.O_ Box 541297 Dallas, TX 75354 -1297 Ph: (214)357-0146 Submittal Job: 5262 Spec Section No: SWern Blvd (SCoppell- Beltline) Submittal No; 24 DCM 11A; Blk E Revision No: 0 Coppell, TX Sent Date: 8131/2009 Spec Section Title: Submittal Title: Flexicore of Texas Prestressed Concrete Slab Beam Shop Drawings Contractor: L. H. LACY COMPANY, Ltd. Halff Associates Jorge Rodriquez J...m- ." w (-A e� $keo�c '• �ISfitS — 1 5sd\s - I tt r kk contra`s�sptP Zved as submitted 0 Approved as noted ® Returned for corrections ® Checked for general compliance vdi h n pecifications `� Sig ure Date Architect's Stamp Engineer's Stamp ■ n I Zi - arec ermaioe Ile ft 11 111 900 dft mod erreoompianoe Veit 00 l)ocrwrrefr� Car�aRarisrsspane�telhrdpbbtao ale *W a#*f**brilbar Willa nNapots"lle ie Nrica Mi soriotedrri *ft0IcorlsMreiorr:areiorQ dire MdsreworkddM1es6#wwfsaorrs @nbconatFMM #* 0onEracttor oI ContramW ssdsgr bft drawings or specifications. L.klti .' ASSOCIATES, INC. SCIENTISTS `CDNER�Tf 30�I 0�5��[NCE =i9,53w. P.O. Box 450049 Houston, TX 77245 www.flexicoreoftexas.com (281) 437 -5700 (888) FLXICOR (281) 437 -8913 Fax (713) 829 -1519 Cell jzapata @flexicoretx.com LETTER OF TRANSMITTAL To: Ashlar Contracting P.O. Box 713 Lewisville, Texas 75067 August 28, 2009 Job No. 09 -091 Attn: Larry Kennon RE: Project: Southwestern Blvd. Bridge Location: City of Coppell, Texas Engineer: Haiff File: 2009 We are sending you ® Attached ® Shop Drawings ❑ Concrete Mix Design ❑ Copies Date No. Pa es Description 1 08/28109 27 Flexicore of Texas Prestressed Concrete Slab Beam Shop Drawings. ❑ As Requested ❑ Returned For Corrections ❑ Return Corrected Prints ❑ For Review and Comment ❑ Prints Returned After Loan To ❑ Us These are Transmitted as checked below: ® For Approval ❑ Approved As Submitted ❑ Resubmit Copies for Approval ❑ For Your Use ❑ Approval As Noted ❑ Submit Copies for Distribution ❑ As Requested ❑ Returned For Corrections ❑ Return Corrected Prints ❑ For Review and Comment ❑ Prints Returned After Loan To ❑ Us Notes: A. After your review and approval, please return one copy of our submittal set for our fabrication and project record keeping. Quality Assurance Certification: Flexicore of Texas has been in continuous production of TxDOT precast and prestressed concrete products since 1986. We have a TxDOT certified manufacturing plant and maintain TxDOT approved in -house concrete testing laboratory facilities. Our Quality Assurance Department is staffed by PCI and ACI trained and certified quality assurance personnel. They continuously test all raw materials used, monitor the manufacturing as well as maintaining and certifying that all the products we manufacture and approve meet and exceed the project requirements_ Typically, we do concrete test breaks for the next day "release of strand" and' ' 7-day concrete test breaks" for the 28 -day design breaks. Be assured, we will not ship any concrete products to the job site until all the project specifications and requirements have been met and the concrete design strength has been reached. Respectfully transmitted by, Joe Zapata Copy: File Prestressed Projects Coordinator I N D E X 5 T R U C T U R E B E A LI L E N G T H 1/2" 0 270¢ LO- IA% STRANDS C O N C R E T E E N O 5 DEPRESSED �+ x Y Q <4 1 b2-3 1 NONE 44' - G 30 4.47' 4.t1 STRAIGHT 4664 5000 4,33• NONE 4SOIS -1 PSBNS 1 2 NONE 44' - 30 1A7' A.11" STRAIGHT 465 5000 4.35 NONE 4 5815 - 2 PSBNS 2 1 NONE 45' -6" 32 4.37" 4.00" STRAIGHT 4925 5000 1.42' NONE 4SB15 -3 PSBNS 2 2 NONE 45' -6 32 4.37" 4.00 STRAIGHT 4925 5000 1. NONC ISO PSBNS 3 1 NONE 14' -6 30 4.47 4.11 STRAIGHT 4664 5000 NONE NONE +5815 -5 PSSNS 4SB15 6 x NONE 14' -6" 30 1,47' 4.11 STRAIGHT 4 66 4 5000 NDNC NONE 45815 - 8 PSBNS 6 I 55815 -1 I HONE 4 4 ' -6" 30 4.87" 4.75" STRAIGHT 4000 5000 4AW NONE 55815 -1 PSBNS 1 SSB15-2 2 NONE 4'..6" 30 4.67" 1,75' STRACHT 4000 5000 NONE 35015 -2 P58N5 1 55815 - 3 x NONE u' - 6" 2B 5.00" 5.00 $TRNGHT 4p00 SOOO 4.27 NONE 55815 - 3 PSBNS I 55815 - 1 NONE 4' -6' 20 500' 5.00' STRAIGHT 4 000 5000 4.27' NONE 55815 - PINS x 55015 - 5 1 NONE 4 5 -8 J2 4.75" 4 .50 $TRNGHT 4038 500D 1.46' NONE 55815 -5 PSBNS G 2 55815 - 6 2 NONE 1 5' -6 32 4.75 4.50" STRAIGHT 4038 $000 1.46" NONE 55815 -5 PSSN$ Vr 2 5SB15 -7 2 NONE 45' -6" 30 4.67 4.75" STRAIGHT 40DO 5000 1.40' NONE $5015 -7 PSBNS 2 SSB15 -e I NONE 45 -6" 30 +.87 1,7$7 STRAIGHT 4000 5000 1.40' NONE 6SBI5-8 PSON$ 3 55815 -9 1 NONE 44' - 30 4.87 4.75 STRAIGHT 4000 5000 NONE NONE 11BIS -9 PSBNS 3 55815 - 10 2 NONE 14' -6' 30 4.07" 1 4.75" STRAIGHT 4000 $000 NONE NONE 55815 -10 PSBNS 3 3$815 -11 2 NONE aJ' -6" 28 500" 5.00' STRAIGHT 4000 5000 NONE NONE 55815 -11 PSBNS 3 35815 -12 1 ONE 26 500" 5.00 $TRNGHT 4000 5000 NONE NONE 55815 -12 P58N5 I 35815 -13 I ONE 30 4.87' 4.75 STRAIGHT 4000 5000 4,44. NONE 55815 -13 P58NS 2 SSB1S-I4 1 NONE 15 -6 32 1.75" 4.$0" STRAIGHT 40JB 5000 TAG' NONE 55815 -14 ASSN$ 3 55815 -15 I NONE 30 4087" 1.75" 1 STRAIGHT 4 1700 5000 NONE NONE 550 -IS PSBNS THIS PROJECT IS ACCORDING TO SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION. JUNE 1, 2004. TOTAL LINEAR FEET OF THIS PROJECT FLEXICORE OF TEXAS CONTRACTOR I ASHLAR CONTRACTING PROJECT NO. wwY. NO. xA - 1 N/ DI 7 CGUNtt O N S N ION J 8 N/A Y L N A N A 7 STRUCTURAL ENGINEERING ASSOCIATES. INC. C'ONWLT2NG CNGINEENS, SAN ANTONIO. TEXAS rA JOB N0. DRAWN CHECKEp GATE SHEET N0, 09 -091 R.P.C. OB -x0 -09 SEA 09 NO' Yt p C .1.1.P. INDEX SHEET 1"-1 RESERVED TOR APPROVAL STAMP -129H ELASTOMERIC BEARING PADS SCHEDULE MARK TYPE BrrpEO DURO. OUANT X Y L iY A B C D p -1 A SB2 -0' S0 60 2' 2' 7' T' _____ _____ _....__ - - -__ P -7 n 501 -0" 50 30 2' 2" IA' 7' _____ _____ _____ J l TYPE ^A STCCL LAMINATES SHALL BE PLACED PARALLEL TO THE OOnOM SURFACE OF THE PAD, EXCEPT THE TOP LAMINATE MAY i A LnSTOM R 6E SLOPED T SATISFY MAXIMUM AND MINIMUM iX ,CKNESS CRITERIA FOR TAPERED ELASTOMERIC TOP LAYERS. j B BCVCL TO MATCH " BEAN SLOPE n _ HIGH SIDE ON 2» PMERIUHENI PERMANENT RK HERE I +ARK HERE • STEEL LMIANATES ]' rfitlln 1.105' THICK) PAD ELEVATION LAMINATED BEARING ELASTOMRICARIG PADS NOT 1, THE USE OF POLYISOPRENE ( NATURAL RUBBER) FOR THE MANUFACTURE OF BEARING PADS. SHALL NOT BE PERMITTEO. 2. O DENOTES 2" ROUND HOLE 3. O DENOTES ERECTION MART( a. BEARING PAD SHALL BE 50 DUROMETER. FLEXICORE OF TEXAS CONTRACTOR : ASHLAR CONTRACTING mi$TAiE PROJECT N0, NwY. NO. 6 TEAS ST07 -01 N A iM COUNTY CO 1 I TROL ECO N JNB or 11 A CITY OF COPPELL I N/A I I N/A STRUCTURAL ENGINEETLiNG ASSOC—& INC. CONsvttING EN67NE0S. SAN ANTONIO, TEXAS JOB N0. OaAwN CHECKED DATE SHEET NO. 09 -091 P.C. O.M.P. O0 -2D -O9 RESERVED FOR APPROVAL STAMP SEA Job NO. 09 -129X NEOPRENE PADS SHEET 1 ABUT. voce 0( -� AtTut. Bk,I. TYPE A JOINT I B 1/2 I r1 i FACE OF ABUTMENT BACKWALL = n3 BEGIN ABUT. OF & PAD BENTS END ABUT. U P S TATION PAD PLACEMENT DETAIL I je I 5SB15 -5 ( <s' -59 ID !e 5SB15 -6 -DO" e j� 5SB15 -6 roo" 55815 -9 THRU 55815 -13 & 5S815 -15 I P - ' 5SB15 -5 THRV ]5815 -8 & 55615 -IA -Do" 5SB15 -14� 4SB15 -3 •DP^ 5 SB15 -3 i j e 4S615 --4 "Do 5 SB15 -4 j� 4SB15 -4 -D.- le I 5SB15 --7 "D0` e 5SB15 -7 "Do e j G IF, 55615 -8 (65' -6") e p SPAN 2 APPROX14ATE BEAU wEICHTS SLAB BE.U.1 MK, wEIGHT �SB15 - I & ASBIS -Z 55.200 b.. 4SB15 -5 & 4SB15 -6 '_.,' 65815 -3 & •5815 -< 3l90016'. sSB 15 -1 THRU 55815 -4 & 41,5BO Las. 55815 -9 THRU 55815 -13 & 5S815 -15 5SB15 -5 THRV ]5815 -8 & 55615 -IA 12,5001Ds. a Z — LIFTING LOOPS \ TO BE PARALLEL To, END OF BEAM � 0 ASBIS I -B^ 5SB15 I -6 PLAN VIEW V-6 55615 1 _6. APPROX. 512E & L OCATIO N OF LIFTING 100P5 W DiO1 3 6` ST 3 PCS. Of ST RAND PER LOOP LIFTING_ _LOOP DETAIL Ba Mw. z� BEAM CHOKER LIFTING ANGLES SOUTHWESTERN BLVD. l� 0 INDICATES ORIENTATION OF BEARING PAD INDICATES PAD MARK O INDICATES TRUE BEAM LENGTH ALONG BOTTOM CENTERLINE OF SLAB BEAM - ' - i 5 5615 -1 2 - - a j _._ i SSB 15 -2 '_.,' I I C3 5 SB15 -2 14SB15 - ' - i '-' 4 SB15 -1 4 SB15 -2 14SB15 5S815 -.3 5 SB15 -3 I 5 SB15 -4 I� 0 2 BENT (3�BENT r'PE A JOINT I � - D0" °0 5SB15 -13e 'Do "Do" e " D0^ SPAN 1 r-- C.L. OF BENT B 1/2 I L. FACE OF OF (NA ABUTMENT L A O I BACKWALL BENT 4 ABUT. i Faen of TYPE A JOINT AWt. Bknh I 5SB15 -9 04 I 5SB15 -10 y N Y 5SB15 -10 oe° I 5S81 5 -1 5 4SB 15 -5 0 � n ._. 4 SB15 -6 Dd 4SB15 -6 DO 5SB15 -11 00" I 5SB15 -11 5SB15 -12 Ip U SPAN 3 INDICATES ORIENTATION OF BEARING PAO SOUTHWESTERN BLVD. INDICATES PAD MARK O INDICATES TRUE BEAM LENGTH ALONG BOTTOM CENTERLINE OF SLAB BEAM •N- FLEXICORE OF TEXAS h C014TRACTOR I ASHLAR CONTRACTING i Fl l fE0.N 0. STATE PROJECT NO. HWY. No. 6 TL %AS 5707 -01 NIT COHIROL ION JOa $iAIC COUNTY SECT IST.NO. H 10. N0. NIP Cltt OF COPPEII N A NIA I NIA ` l A STRUCTURAL ENGINEERING ASSOCIATES, INC. ' CONSULTING ENGINEERS, SAN ANTONIO. TEXAS 1 1111110.W ORAWN CNCCKCD D4TE SHEET 80. 09 -091 R.P.C. D.M.P. 08 -20 -00 RESERVED FOR APPROVAL STAMP sc`usJ a ERECTION SHEET E -2 11 PLAN — REINFORCING STEEL Y-11 3/4" 4 BARS H y 0 N V I .W (B OF 5) a O N O F Al A' BARS C 1 3/4. — TYPICAL REINFORCING CUR. cov u U ir1 2 1/4 M1- END MAT REINFORCING t MATCH WITH BARS GI 3 I LO -LAX STRAND PATTERN I '� XKYx:1I:J ly IA4li'I LILC� (�lYi:lltLL�ll�t•1•:I:I OCSICH NO. : PSONS T B LE NGTH Of THIS SHEET: 44.50' FLEXICORE OF TEXAS CONTRACTOR ASHLAR CONTRACTING iCO.RD. STATE PR N0, HWY. 11 Div.ND. 6 TEKAS ST07 -01 H%A 55 ATC COM CONTR L SECTION JOx OIST. O. N0. N A CITY OE COPPELL N/A SEA STRUCTURAL ENGINEERING AS50CIA 15. INC. CONSULTIA'C ENGINEERS, SAN ANTONIO, TEXAS JOB NO. DRAWN Cf1CCKC0 OATC SNECT / MARX 1N 09 -091 R.P.C. O.A1.P. 09 -30 -09 SEA JOB a0. FABRICATION SHEET 45815 -1 2 v x B" 2 -C REINFORCING STEEL PVC PIPES Y 29_I_.. SCHEDULE C.L. OF SLAB BEAM a I `-� r BARS 45' HANGERS w i D i (BY CONTRACTOR) ie H BARS H 3 114 • , Ml INSERTS TO BE FLUSH BARS M1 O4 B A RS, r 4 N1 BARS WITH EDGE OF BEAM L u (- 0, +7/2 -) 2'T I 44' -3" 15' HANGERS 2 o x 8 BARq C� SECTION "B" SECTION "A" ��� PVC PIPES BARS H 'B'- 1OU 5/81" BAR E CON 1 lI TOTAL YD. BARS NI H4 B ARS. N „��4 r5 ED. SPA. BARS N1 SLAB BEAM TYPE "4SB15" I' -B' QUANTITY : 1 BARS U MARKED ENO ! �` E M i ✓1 N G I I 1 m a D. j iv o Al AI BAR C � 1 '- C CLR. COLA. TYPICAL REINFORCING m n i r� I 4.33' " TYP MARKED END BARS H 6AR5 > BARSO BARS H U U 'n 2 1/4 ABRSM mi END MAT REINFORCING 44' -9 5/8" PLAN IN I� w f 1 *MATCH WITH BARS& STRAIGHT STRAND PATTERN *BONDED STRANDS ODEBONDED STRANDS LO -LAX STRAND PATTERN NUMBER OF STRANDS : 30 ti 1 2" 0 270k O 31.0 K EACH NUMBER OF DE80N0 D 5 RANDS 12 CONCRETE RELEASE R NGTH 4664 PSI CONCP T 28 AY 9 RENGTN $000 PSI ECCENTRICITY 0 ( L 4.47" ECCENTRICITY 0 END , 4.11" LOCATION OF DEBONDED STRANDS FROM EACH ENO Of BEAM A72,A -A p 8 -0 A A- 6,A- 8,A- 10.A -3 O 3 -0 )ESION NO. : PSENS TOTAL BEAM LENGTH OF THIS SHCCT: 89.00' FLEXICORE OF TEXAS CONTRACTOR I ASHLAR CONTRACTING fE0N 0. STATC PROJECT Ntl. W.Y. NO. 6 TEXAS 5707 -01 N/A 5TAYC COONTY 00111 0l SECTION JOB DST N N0. N0. N . N A CITY Of CO'PILL N/A N A N STRUCTURAL ENOINEERINC ASSOCIATES, INC. ,' �� CONSULTING tNG/NSER5. SAN ANTONIO, TEXAS 1118 N0. DRAWN CNCC -ED DATE SHC[T / MARK I10. 09 -091 R.P,c. D..I,P 08 -x0 -a0 4SB15 --2 "' 909 -129N 08 N0. FABRICATION SHEET PLAN - REINFORCING STEEL 3' -11 3/4" REINFORCING STEEL SCHEDULE n BARS QTY, BM, D � �n D 110 H S 1/4' M1 4 4 BARS M1 __ N 1 24 u 4 m BARS U 15 RAR 1' -1 CONCRETE TOTAL Y0. 8m2 BARS N1 H4 BARS H 94 i ED. SPA. BARS NI SLAB BEAM TYPE "4SB15 m 1' -8 QUANTITY 2 r BARS U f 1 *MATCH WITH BARS& STRAIGHT STRAND PATTERN *BONDED STRANDS ODEBONDED STRANDS LO -LAX STRAND PATTERN NUMBER OF STRANDS : 30 ti 1 2" 0 270k O 31.0 K EACH NUMBER OF DE80N0 D 5 RANDS 12 CONCRETE RELEASE R NGTH 4664 PSI CONCP T 28 AY 9 RENGTN $000 PSI ECCENTRICITY 0 ( L 4.47" ECCENTRICITY 0 END , 4.11" LOCATION OF DEBONDED STRANDS FROM EACH ENO Of BEAM A72,A -A p 8 -0 A A- 6,A- 8,A- 10.A -3 O 3 -0 )ESION NO. : PSENS TOTAL BEAM LENGTH OF THIS SHCCT: 89.00' FLEXICORE OF TEXAS CONTRACTOR I ASHLAR CONTRACTING fE0N 0. STATC PROJECT Ntl. W.Y. NO. 6 TEXAS 5707 -01 N/A 5TAYC COONTY 00111 0l SECTION JOB DST N N0. N0. N . N A CITY Of CO'PILL N/A N A N STRUCTURAL ENOINEERINC ASSOCIATES, INC. ,' �� CONSULTING tNG/NSER5. SAN ANTONIO, TEXAS 1118 N0. DRAWN CNCC -ED DATE SHC[T / MARK I10. 09 -091 R.P,c. D..I,P 08 -x0 -a0 4SB15 --2 "' 909 -129N 08 N0. FABRICATION SHEET PLAN - REINFORCING STEEL 3' -11 3/4" 2' -p" OX REINFORCING STEEL PVC PIPES 2 m k 6~ 3 "� SCHEDULE PLAN — REINFORCING STEEL 3'- 11 3/ 1. � 6 t BARS H V ? O ✓T G BARS D (1 OF 5) a o 0 Al AI BAR — TYPICAL REINFORCING CLR. COVI i N U 2 M BA 2 END MAT REINFORCING .MATCH WITH BAR$ C ) 0 'L I 3 OCS16N NO. ! PSBNS TOTAL BEAM LENGTH OF THIS SHEET: 45.50' FLEXICORE OF TEXAS CONTRACTOR 1 ASHLAR CONTRACIWO T r9' RO • STATE PROJECT NO. HWY, NO. 6 TEkAS S107-01 N/A S AJJO. COUNTY ONAO 5C NIOII JOB N A I CITY OF COPPELL N A N A N/A 1 STRUCTURAL ENGINEERING ASSOCIATES, INC. CONSULTING SNGINEEBS. SAN ANTONIO, TEXAS JOB NO. DRAWN CHCCKCO OATC SHEET / MARK 110. 09-091 RA.C. O.M.R. 08 -20 -09 SEA JOB "' 9 - Q9H FABRICATION SHEET 4561 5 -3 0 TI—C.L. OF SLAB BEAM °' � BARS 45• HANGERS C 'o ,I (BY CONTRACTOR) H I I -y. J I D `I' I I 1/B n M2 INSERTS GE C FLUSH N C I WITH ED + EAM BARS _h17JL4 R J 4 U (- / 2' -p" _ 4 45' HANGER; 1 SECTION "B" SECTION "A" �I Pvc�Piaes H BARS U A5 BARS D b6 I'_ 1p 1/2" 6•• co - � IE n BARS N IIA BARS H 94 1•_4" 1' -.3 3/4" 1' - BARS V +5 E0. SPA. BARS N SLAB BEAM TYPE "45815" .. 1' QUANTITY : 1 BI ARS N MARKEp END PLAN I LO -LAX STRAND PATTERN 2 3/4" wrl��s��ifta�raZr REINFORCING STEEL BARS C 5 E0. SPA. 3 E0. SPA. SPA. AT I' - 0" MAX. SCHEDULE BARS QTY. BM. m 11-8 - 1' "6 1/2'" 112 BARS D S 92 BARS H BAR M2 4 N 24 V BARS U 4 �•� 4 1 BAR il I BARS U NS BARS D U6 BAR V-10 1/2„6 CONCRETE t/2 BARS H SPA. All'-O BARS C E0, SPA[3 ED. SPA, 2 3/4`w-/_ I. -B., = �5 EQ. SPA. BARS N SLAB PLAN - REINFORCING STEEL I' -B" 3' -11 3/4" 2 v BARS H 6„ . N ° u I n SA (I OF 5) m LL a BARS H BARS C) BARS O BARS H 1' - 3 3/4" 1' - 4' BARS U BARS N BARS N--- — BARS U A6 A6 2 114 BARS C AB RS N \' TYPICAL REINFORCING cLR. tovER END MAT REINFORCING 45'-6" I 'O TYP, 45 - 7 1/8" L I � MARKED END PLAN .. wrl��s��ifta�raZr REINFORCING STEEL SCHEDULE BARS QTY. BM. w 112 D H S 92 1 1/8' BARS M2 114 BAR M2 4 N 24 U 4 �•� 4 1 I BARS U NS BARS D U6 V-10 1/2„6 CONCRETE I TOIAL YD. 8.4 -E ll BARS N N4 BARS H 04 �5 EQ. SPA. BARS N SLAB BEAM TYPE 11 4SB15" I' -B" QUANTITY 2 — BARS U N N S *MATCH WITH BARS C — B —A STRAIGHT STRAND PATTERN •BONDED STRANDS ODESONDED STRANDS LO -LAX STRAND PATTERN NUMBER OF STRANDS 32 I ;" 0 270k 0 31.0 K EACH NUM 0 OEBDNDED 5 RAN 12 C ONCR C TC RCLEASC STAEMPTH 7 482 P51 CONCRETE 28 DAY STRENGTH 1 5000 PSI ECCENTRICITY 9 4 E t A.37 ECCENTRICITY 9 ENO 4.00" A .9 LOCATION OF DESONDED STRANDS FROM EACH END OF BEAM A - 2,A - 9 6" - Ei A -6,A -8 A- IO.A -3 9 3r-em DESIGN N0, PSBNS TOTAL BEAM LENGTH OF THIS SHEET: 91.00' FLEXICORE OF TEXAS CONTRACTOR I ASHLAR COWR407MG F IV N8� STATE PROJECT 110. HWY. HO, 6 TEXAS 5107 -01 N/M1 S ATE COUNTY CONI OL ON J B IST.N N N0. NO, N A CiiY OF COPPELL N A N A f! A STRUCTURAL ENGINEERING ASSOCIATES. 111C. 1 CONSULTING SNCINSSRS. SAN ANTONIO, TEXAS JOB N0. DRAWN GHEGKED DATE SHCET / MARK 110. 09 -091 R.P,C. D.M.P. 08 -2D -09 SEA JOB N0. FABRICATION SHEET 4SB15 -4 RV RESEED FOR APPROVAL STAMP 09 -129H wrl��s��ifta�raZr ON. — B —A STRAIGHT STRAND PATTERN •BONDED STRANDS ODESONDED STRANDS LO -LAX STRAND PATTERN NUMBER OF STRANDS 32 I ;" 0 270k 0 31.0 K EACH NUM 0 OEBDNDED 5 RAN 12 C ONCR C TC RCLEASC STAEMPTH 7 482 P51 CONCRETE 28 DAY STRENGTH 1 5000 PSI ECCENTRICITY 9 4 E t A.37 ECCENTRICITY 9 ENO 4.00" A .9 LOCATION OF DESONDED STRANDS FROM EACH END OF BEAM A - 2,A - 9 6" - Ei A -6,A -8 A- IO.A -3 9 3r-em DESIGN N0, PSBNS TOTAL BEAM LENGTH OF THIS SHEET: 91.00' FLEXICORE OF TEXAS CONTRACTOR I ASHLAR COWR407MG F IV N8� STATE PROJECT 110. HWY. HO, 6 TEXAS 5107 -01 N/M1 S ATE COUNTY CONI OL ON J B IST.N N N0. NO, N A CiiY OF COPPELL N A N A f! A STRUCTURAL ENGINEERING ASSOCIATES. 111C. 1 CONSULTING SNCINSSRS. SAN ANTONIO, TEXAS JOB N0. DRAWN GHEGKED DATE SHCET / MARK 110. 09 -091 R.P,C. D.M.P. 08 -2D -09 SEA JOB N0. FABRICATION SHEET 4SB15 -4 RV RESEED FOR APPROVAL STAMP 09 -129H 2 -0 REINFORCING STEEL 2" m 16° 3" SCHEDULE PvC PIPES C.L. OF SLAB BEAM n BARS TTY. BM. 45' RANTERS 'D C 110 w o (BY CONTRACTOR) ' -- H 9 4 INSERTS TO BE FLUSH BARS M NA M 4 WITH EDGE OF BEAM B ARS #d N 24 (- 0.+1/2 -) U 4 2'- 0"...._„ 4 4' -3" 4 2 . HANGER 19 " SECTION "A" PVC m PIP 6 3 SECTION B BARS U 0 5 EARS D D6 1'- 10 1/2 � CONCRETE :LI�� -I* n TOTAL YD. 8.2 RARS 14 _ R9 RARS H N4 SLAB BEAM TYPE "4S815" 0 v Y -11 3/4" g OF 5) I 0 a r ° AI AI BAR C 0 CIR. COVE — , TYPICAL REINFORCING 1' -3 3/4" I' BARS U x 5 ED. SPA. BARS N 1 •_e QUANTITY 1 -0" BARS N I � r-BARS U N U 2 END MAT REINFORCING • MATCH WITH BARS C DESIGN NO. : PSBNS TOTAL BE LE OF TKI$ SHEET: 44.70' FLEXICORE OF TEXAS CONTRAC70R I nSHLAR CONiRACTINO rCd'Rg. STdiE PROJECT NO. HWY NO. 6 iE %n5 1 ST07-01 N/A ATE COUNTY CON R01. 5CC71pN J00 1 i.N NO .I4. _. U7Y OF COPPELL N A nl n } STRUCTURAL ENGINEERING ASSOCIATES, INC. CONSULTING ENGINEERS, SAN ANTONIO, TEXAS JOB N0. ORAWN CHECE[0 GATE SHEET /MARK IiO. 09 - 091 R.P.C. D,M.P• OB -Z0 -09 SEA JOE NO. FABRICATION SHEET 45615 -5 09 -Ij9H PLAN — REINFORCING STEEL PLAN j MARKED END I LO -LAX STRAND PATTERN PLAN -- REINFORCING STEEL 3'- 11 5/4" 1 \ n SCHEDULE BARS OTY, BM. e C " 6 .,� 6 •• t BARS H BARS M r)4 a N 24 ' 2'-0" U 4 4 N u BARS U AS V- 10 ' BARS D p6 CONCRETE TOTAL YD, 8.2 BARS N H4 B ARS M 84 + 5 EO, SPA. BARS N SLAB BEAM TYPE "45815'_ P I'-B" I QUANTITY �? r - BARS U n � OF 5) ¢ o CL N O 0 AI BARS C - p AI _t I, C CLR. CR OVE TYPICAL REINFORCING 44'- . I N —Ir U V 2 8A END MAT REINFORCING n PLAN MARKED ENO BARS H BARTO BAR BARS H « MATCH WITH BAR y C) DESIGN NO. I PSONS TOTAL BEAM LENGTH OF THIS SHEET: 89,00' FLEX O TEXA CONTRACTOR I A$HLAR CONTRACTING iC0 R ' STATE PROJECT NO. NWY, NO. .N . 6 TEXAS STO7 -Oi N/A STATE COUNTY CONTROL 5[[11011 J� N0. N0. N A GTY OF COPPELL N A N A N A `� /` 6TRUCTURAL ENGINEERING ASSOCIATES, INC. A CONSULTING WGINCCRS, SAN ANTONIO. TEXAS JOB NO. DRAWN CHECKED OAT[ SHECT / NARK NO 09 -091 R.P.C. O.M.P. 08 -ZO -OD sea JDD NO. FABRICATION SHEET RESERVED FOR APPROVAL STAMP 09 -119H LO -LAX STRAND PATTERN NUMBER OF STRAHOS : 30 I Z'_P_Z 0 31.0 K EACH NUMB b B2 - 3NOE0 AAZON : 1I CONCRETE ft l ASE SYRtNOTH 4664 PS CONCRETC 78 DAY STRENGTH 5000 PSI ECCENTRICITY ® 9 : 4.47" ECCENTRICITY D END - 4.11" REINFORCING STEEL 1 \ n SCHEDULE BARS OTY, BM. e C " C 11 H 90 BARS M r)4 a N 24 ' 2'-0" U 4 4 m BARS U AS V- 10 ' BARS D p6 CONCRETE TOTAL YD, 8.2 BARS N H4 B ARS M 84 + 5 EO, SPA. BARS N SLAB BEAM TYPE "45815'_ P I'-B" I QUANTITY �? r - BARS U « MATCH WITH BAR y C) DESIGN NO. I PSONS TOTAL BEAM LENGTH OF THIS SHEET: 89,00' FLEX O TEXA CONTRACTOR I A$HLAR CONTRACTING iC0 R ' STATE PROJECT NO. NWY, NO. .N . 6 TEXAS STO7 -Oi N/A STATE COUNTY CONTROL 5[[11011 J� N0. N0. N A GTY OF COPPELL N A N A N A `� /` 6TRUCTURAL ENGINEERING ASSOCIATES, INC. A CONSULTING WGINCCRS, SAN ANTONIO. TEXAS JOB NO. DRAWN CHECKED OAT[ SHECT / NARK NO 09 -091 R.P.C. O.M.P. 08 -ZO -OD sea JDD NO. FABRICATION SHEET RESERVED FOR APPROVAL STAMP 09 -119H LO -LAX STRAND PATTERN NUMBER OF STRAHOS : 30 I Z'_P_Z 0 31.0 K EACH NUMB b B2 - 3NOE0 AAZON : 1I CONCRETE ft l ASE SYRtNOTH 4664 PS CONCRETC 78 DAY STRENGTH 5000 PSI ECCENTRICITY ® 9 : 4.47" ECCENTRICITY D END - 4.11" 3 d F 6E H U 1 PLAN — REINFORCING STEEL 4' - 11 3/4' BARS H 6 "3 • n J c. BARS D 0) a O (I OF 6) Q OTY. BM. N � BARS C AI 1 3/ C I D CLR. co TYPICAL REINFORCING v + 5 EQ. SPA. r BARS U REINFORCING STEEL SCHEDULE 2 BARS M3 _3 MS 9 ND MAT REINFORCING • MATCH WITH BARS CI RESERVE. TOR APPROVAL STAMP 1'2 45 7891tiIII31111'31I'11987654 , , 1 E 2 7/8" 10 12 1�1�4 12 10 2 7/8 13 SPA, AT 2" a 2' - 2" 13 S AT 2 m 2' - 2' IJ kL I " STRAIGHT STRAND PATTERN 680NDED STRANDS 60ESONDED STRANDS LO -LAX STRAND PATTERN NUMBE OT STRA1105 ! 30. 1 /x" 0 27011 O 31.0 K CACH NUMB R O SON 6L 4N I d CONCRETE AS ST R E NGTH i 4000- - CONCRETE 28 DAY STRENGTH 5000 PSI ECCENTRICITY O rL 1 4.81" ECCENTRICITY O END ' 4.75" AM KNINT , 41,$Oo lb.. LOCATION OF DEBONDEO STRANDS FROM EACH END OF BEAM A- 7,A -A,A -6 4 6 -. dL A- B.A- tQ,A- 12,A -IA O 3 -0 DESIGN N0, : PSBNS TOTAL BEAM LENGTH OF THIS SHEET: 44,50' FLEXICORE O TEXAS CCpp CONTRACTOR I ASHLAR C N.p STATC vg N NWy, 6 TE %AS Si07 -01 OJCOT O, NQ, N/A S7AtE COUIITY ON qOL 9 C 011 7. N0. Ntl. 0. N n I CITY OF CQPPELL I N A I N A dl n STRUCTURAL ENCINBERINC ASSOCIATES. INC. `� �� CONSULTYN6 =VAIEERS, SAN ANTONIO, TEXAS JOB N0. DRAWN CNECKEO DATE SHECT / MARK NO. 09091 R.P.C. 0.",P. OB -20 -OP SEA 09 - 129H JQB H0. FABRICATION SHEET 5SB15 -1 2" 0 x 6" PVC PIPES Cl. OF SLAB BEAM Cl L SECTION "e" CI 45' HANGERS H (BY CONTRACTOR) INSERTS TO BE FLUSH WITH EDGE OF BEAM ( - 0,+ 1 /2') SECTION "A" MARI<eo ern PLAN n BARS OTY. BM. ,o � C I D 6 4 1 /a" v r H M3 88 88 4 BARS M3 pd BAR$ CI B4 I41 24 2' - 0" 4 4 - 3" u 45 HANGERS 4 19 f"""- PV PIPES 5 0 BARS U j AAR.S_D l' -1 p $/g CONCRETE TOTAL YO. 10.3 BARS N1 B4 OARS H Na SLAB BEAM TYPE "5SB15" S NI QUANTITY 1 �YM. ABT, C.L. I 2 BARS M3 _3 MS 9 ND MAT REINFORCING • MATCH WITH BARS CI RESERVE. TOR APPROVAL STAMP 1'2 45 7891tiIII31111'31I'11987654 , , 1 E 2 7/8" 10 12 1�1�4 12 10 2 7/8 13 SPA, AT 2" a 2' - 2" 13 S AT 2 m 2' - 2' IJ kL I " STRAIGHT STRAND PATTERN 680NDED STRANDS 60ESONDED STRANDS LO -LAX STRAND PATTERN NUMBE OT STRA1105 ! 30. 1 /x" 0 27011 O 31.0 K CACH NUMB R O SON 6L 4N I d CONCRETE AS ST R E NGTH i 4000- - CONCRETE 28 DAY STRENGTH 5000 PSI ECCENTRICITY O rL 1 4.81" ECCENTRICITY O END ' 4.75" AM KNINT , 41,$Oo lb.. LOCATION OF DEBONDEO STRANDS FROM EACH END OF BEAM A- 7,A -A,A -6 4 6 -. dL A- B.A- tQ,A- 12,A -IA O 3 -0 DESIGN N0, : PSBNS TOTAL BEAM LENGTH OF THIS SHEET: 44,50' FLEXICORE O TEXAS CCpp CONTRACTOR I ASHLAR C N.p STATC vg N NWy, 6 TE %AS Si07 -01 OJCOT O, NQ, N/A S7AtE COUIITY ON qOL 9 C 011 7. N0. Ntl. 0. N n I CITY OF CQPPELL I N A I N A dl n STRUCTURAL ENCINBERINC ASSOCIATES. INC. `� �� CONSULTYN6 =VAIEERS, SAN ANTONIO, TEXAS JOB N0. DRAWN CNECKEO DATE SHECT / MARK NO. 09091 R.P.C. 0.",P. OB -20 -OP SEA 09 - 129H JQB H0. FABRICATION SHEET 5SB15 -1 2" 0 x 6" PVC PIPES Cl. OF SLAB BEAM Cl L SECTION "e" CI 45' HANGERS H (BY CONTRACTOR) INSERTS TO BE FLUSH WITH EDGE OF BEAM ( - 0,+ 1 /2') SECTION "A" MARI<eo ern PLAN 2 3/ " B ARS C1 5 EQ. SPA 5 EQ. SPA. ` SPA. AT 1' -0" AIAX r 'v REINFORCING STEEL a SCHEDULE n BARS QTY. M. CI ii6 ^� D 6 a 4 I/4" H Be M3 4 BARS M3 1L4 BARS Cl N4 NI 24 h � U 4 2Q „ � 4 � BARS U N5 BAR5 D N6 CONCRETE E � TOTAL YO. 1 BARS N1 9 4 BARS H N4 CI AR RCAAA TYPE II SCRtri ° LIV U M IA I R C.IIV r \J R %"IIN V n 4 5/8" N I N � I d n _ - - - - - - - 1 M1.M14' O: TYP W 4 5/8" 44' -10 5/8" N r MARICEp ENp PLAN LO-LAX STRAND PATTERN NUMBER OF STRANDS ! 36 - I 2" P 270k 0 31.0 K EACH NUM BON E 14 CONCRCM RELEASE STRENGTH 4000 PSI CONCRETE 28 DAY STRENGTH 5000 P51 ECCENTRICITY 0 r t 1 4.67" ECCENTRICITY 0 END : 4.75" AM WEIORT . 41.50 S. LOCATION OF DERONOCD STRANDS FROM EACH ENO OF REAM A- 2,A -4,A -6 0 6 -O 8 A- 6,A- IO,A- 12,A -14 0 3 -0 ( DESIGN NO. : PSRNS TOTAL REAM LENGTH OE THIS SHEET: 09,00' FLEXICORE OF TEXAS CONTRACTOR t ASHLAR CO NTRAC71 N O f9iR STATE PRO"" NO. NWY. N0. B ,.AS S70-01 N /A OIBT.1 0. ` CST RUMPA I N M E E R NG •C ONTR04 N/A � 4r IA ON MP AL .ENC. N/A N/M1 N/M1 ASSOCIATES, INC. 6 SAN ANTONIO, TEXAS JOR N0. DRAWN CHECKED DATE SHEET /MARK N0.' 09 -091 R.P.C. O.M.P. OR -20 -09 , e0o "' FABR SHEET 5SB1 5 -2 09 -129M i H > C1 i CI i H 2,3/4— a 1 -o = / -1 moll PLAN - REINFORCING STEE 4'-- 1 1 3/4" 6 "t--- • ---- -- BARS H ■m 1 i.1 v BARS C • • I nnnnnnn■■� BARS MIr��Y %NUNN BARS 0 ©■n�■■��� a O ■ � �I��AM (1 OF 6) D a REINFORCING STEEL a SCHEDULE n BARS QTY. M. CI ii6 ^� D 6 a 4 I/4" H Be M3 4 BARS M3 1L4 BARS Cl N4 NI 24 h � U 4 2Q „ � 4 � BARS U N5 BAR5 D N6 CONCRETE E � TOTAL YO. 1 BARS N1 9 4 BARS H N4 CI AR RCAAA TYPE II SCRtri ° LIV U M IA I R C.IIV r \J R %"IIN V n 4 5/8" N I N � I d n _ - - - - - - - 1 M1.M14' O: TYP W 4 5/8" 44' -10 5/8" N r MARICEp ENp PLAN LO-LAX STRAND PATTERN NUMBER OF STRANDS ! 36 - I 2" P 270k 0 31.0 K EACH NUM BON E 14 CONCRCM RELEASE STRENGTH 4000 PSI CONCRETE 28 DAY STRENGTH 5000 P51 ECCENTRICITY 0 r t 1 4.67" ECCENTRICITY 0 END : 4.75" AM WEIORT . 41.50 S. LOCATION OF DERONOCD STRANDS FROM EACH ENO OF REAM A- 2,A -4,A -6 0 6 -O 8 A- 6,A- IO,A- 12,A -14 0 3 -0 ( DESIGN NO. : PSRNS TOTAL REAM LENGTH OE THIS SHEET: 09,00' FLEXICORE OF TEXAS CONTRACTOR t ASHLAR CO NTRAC71 N O f9iR STATE PRO"" NO. NWY. N0. B ,.AS S70-01 N /A OIBT.1 0. ` CST RUMPA I N M E E R NG •C ONTR04 N/A � 4r IA ON MP AL .ENC. N/A N/M1 N/M1 ASSOCIATES, INC. 6 SAN ANTONIO, TEXAS JOR N0. DRAWN CHECKED DATE SHEET /MARK N0.' 09 -091 R.P.C. O.M.P. OR -20 -09 , e0o "' FABR SHEET 5SB1 5 -2 09 -129M i H > C1 i CI i H 2,3/4— a 1 -o = / -1 PLAN - REINFORCING STEE 4'-- 1 1 3/4" 6 "t--- • ---- -- BARS H 6 t 1 i.1 v o • • BARS 0 a O (1 OF 6) D a N � V Al Al BARS C ,f 3 4" iv a: CLR. CtlVE TYPICAL REINFORCING REINFORCING STEEL a SCHEDULE n BARS QTY. M. CI ii6 ^� D 6 a 4 I/4" H Be M3 4 BARS M3 1L4 BARS Cl N4 NI 24 h � U 4 2Q „ � 4 � BARS U N5 BAR5 D N6 CONCRETE E � TOTAL YO. 1 BARS N1 9 4 BARS H N4 CI AR RCAAA TYPE II SCRtri ° LIV U M IA I R C.IIV r \J R %"IIN V n 4 5/8" N I N � I d n _ - - - - - - - 1 M1.M14' O: TYP W 4 5/8" 44' -10 5/8" N r MARICEp ENp PLAN LO-LAX STRAND PATTERN NUMBER OF STRANDS ! 36 - I 2" P 270k 0 31.0 K EACH NUM BON E 14 CONCRCM RELEASE STRENGTH 4000 PSI CONCRETE 28 DAY STRENGTH 5000 P51 ECCENTRICITY 0 r t 1 4.67" ECCENTRICITY 0 END : 4.75" AM WEIORT . 41.50 S. LOCATION OF DERONOCD STRANDS FROM EACH ENO OF REAM A- 2,A -4,A -6 0 6 -O 8 A- 6,A- IO,A- 12,A -14 0 3 -0 ( DESIGN NO. : PSRNS TOTAL REAM LENGTH OE THIS SHEET: 09,00' FLEXICORE OF TEXAS CONTRACTOR t ASHLAR CO NTRAC71 N O f9iR STATE PRO"" NO. NWY. N0. B ,.AS S70-01 N /A OIBT.1 0. ` CST RUMPA I N M E E R NG •C ONTR04 N/A � 4r IA ON MP AL .ENC. N/A N/M1 N/M1 ASSOCIATES, INC. 6 SAN ANTONIO, TEXAS JOR N0. DRAWN CHECKED DATE SHEET /MARK N0.' 09 -091 R.P.C. O.M.P. OR -20 -09 , e0o "' FABR SHEET 5SB1 5 -2 09 -129M i H > C1 i CI i H I�jlw 0 N V \ I� D7 n a PLAN - REINFORCING STEEL 4'_11 3/4' BARS H 15 • SCHftlULf O r BARS D it O (1 OF 6) OTY. BM. u a C1 D N � AI C BARS CLR. COVET TYPICAL REINFORCING 4 1/2" J41 B 4A END MAT REINFORCING * MATCH WITH BARS C - - - - - - - I 44' -10 1 f`I MARICED END PLAN R ESE RV ED F nopR S in MP DESIGN N0. PSeNS T BE AM LE N G TH OF THIS SHEET: 89.00 FLEXICORE OF TEXAS CONTRACTOR 1 ASHLAR CONTRACTING STATE PROJECT N0. IIWY. NO. 8 TEXAS 5101 -01 N/A A E COUNTY CONTROL 0. 5 C110N J�8 0 T.NO. NO, N0. NIA CITY OF COPPELL N A N A N n STRUCTURAL 11401111111111C ASSOCIATES. INC. , CONSULTING ENGINEERS, SAN ANTONIO, TEXAS F J08 NO. DRAWN CHECKED DATE SHEET I NaRX 110. 09 -D91 RP.C. 0.41.P. 08 -20 -09 55615 -3 scA Joe ND. 09 - 139H FABRICATION SHEET H CI C7 H 1V 1 -1" STRAIGHT STRAND PATTERN BONDED STRANDS 00EBONOED STRANDS LO - LAX STRAND PATTERN NURSER OF STRANDS : 28 + 1/2" P 2704 0 31.0 K EACH RUN Rgifftk OF DEDONOED STRANDS 14 CO NCRETE REL EA ft 4000 PSI CONCR 20 DAY STRENGTH 5000 PSI ECCENTRICITY O E c 5.00 ECCENTRICITY O END 5.00" /8 REINFORCING STEEL �' 3�" SCHftlULf � � I BARS OTY. BM. C1 D 116 fi v H 4 1 M} 4 BARS MS H4 BARS C1 N4 141 24 U 4 I A5 c�� m BARS U U5 BARS 0 !16 V- 10 5/8" 6"� CONCRETE TOTAL Y0. 1 I0.3 �E_ jjAR' NI #4 BARS H #1 SLAB BEAM TYPE "5SB15" 5 EQ. SPA. -BARS NI QUANTITY 2 m I' -8° r BARS U J41 B 4A END MAT REINFORCING * MATCH WITH BARS C - - - - - - - I 44' -10 1 f`I MARICED END PLAN R ESE RV ED F nopR S in MP DESIGN N0. PSeNS T BE AM LE N G TH OF THIS SHEET: 89.00 FLEXICORE OF TEXAS CONTRACTOR 1 ASHLAR CONTRACTING STATE PROJECT N0. IIWY. NO. 8 TEXAS 5101 -01 N/A A E COUNTY CONTROL 0. 5 C110N J�8 0 T.NO. NO, N0. NIA CITY OF COPPELL N A N A N n STRUCTURAL 11401111111111C ASSOCIATES. INC. , CONSULTING ENGINEERS, SAN ANTONIO, TEXAS F J08 NO. DRAWN CHECKED DATE SHEET I NaRX 110. 09 -D91 RP.C. 0.41.P. 08 -20 -09 55615 -3 scA Joe ND. 09 - 139H FABRICATION SHEET H CI C7 H 1V 1 -1" STRAIGHT STRAND PATTERN BONDED STRANDS 00EBONOED STRANDS LO - LAX STRAND PATTERN NURSER OF STRANDS : 28 + 1/2" P 2704 0 31.0 K EACH RUN Rgifftk OF DEDONOED STRANDS 14 CO NCRETE REL EA ft 4000 PSI CONCR 20 DAY STRENGTH 5000 PSI ECCENTRICITY O E c 5.00 ECCENTRICITY O END 5.00" w U Al u N � •» o a+ n 4'I Z " 4.27. TYP m n w7 PLAN - REINFORCING STEEL 4'- 11 3/4" 2" m 6" BARS H PVC PIPES - --C.L. OF SLAB BEAM A - 2.A - a.A -6 d 6'-V 8 A - 8,A-IO.M 12.a -14 tl Y-0" 0 I ' BARS I OTY. BM. O'er H BARS D OES1011 NO. t PSBNS C1 q O] O (1 OF 6) 45" HANGERS (BY CONTRACTOR) TOTAL BEAM LENGTH OF THIS SNCET: 64.50' 0 a o N M3 BARS C AT I A BARS C1 NA 3 CLR. I TYPICAL REINFORCING 2' -0" 44' -,3" 44'- 3' -0 C • 2'- 0,� 2" m 6" REINFORCING STEEL SCHEDULE PVC PIPES - --C.L. OF SLAB BEAM A - 2.A - a.A -6 d 6'-V 8 A - 8,A-IO.M 12.a -14 tl Y-0" 0 I ' BARS I OTY. BM. o /4 " + OES1011 NO. t PSBNS C1 116 H 45" HANGERS (BY CONTRACTOR) TOTAL BEAM LENGTH OF THIS SNCET: 64.50' M3 4 -- BARS M3 U4 BARS C1 NA NI 2.1 2' -0" 44' -,3" U 45' HANGERS 4 19 C O 6 PV PIP 3 AR BARS 0 AB I 1•_I� ' CONCRETE 6 ' SPA. AT 2' - MAX, TOTAL YD. 10.3 44' -10 1/2" HANGERS BARS N1 !IM1 ,SAR H p4 SLAB BEAM TYPE "55615" BARS NI QUANTITY ; t —(� LNU MA1 KLINtVKI;INIi STRAIGHT 5TRANb PATTERN *BONDED STRANDS ODEBONDED STRAN LO - LAX STRAND PATTERN NUMBER OF STRANDS , 28 1/4 e 270k 0 31.0 K E 19' -3 3' - LOC. OF 2" 0 x 6" N MB OE80J 0 AI la PVC PIP CONCRETE RELEASE N S R H AND PSI 4 1 2' CONCRETE 8 DAY STRENGTH 5000 PSI ECCENTRICITY 0 F ; 4.07" ECCENTRICITY 0 END 2" m 6" PVC PIPES - --C.L. OF SLAB BEAM A - 2.A - a.A -6 d 6'-V 8 A - 8,A-IO.M 12.a -14 tl Y-0" 0 I ' BARS CI r OES1011 NO. t PSBNS BARS C1 45" HANGERS (BY CONTRACTOR) TOTAL BEAM LENGTH OF THIS SNCET: 64.50' INSERTS TO BE FLUSH ` w FLEXICOR OF TE XAS _ ( -0.+ 1 /2 ") SECTION "A" CONTRACTOR I ASKOR CONTRACTING ' B R STATE PROJECT N0. HwY. ND. 4 1 iHS' [OC. Tf %a5 5,07 -01 N/A I ' CONTROL SCCTIOIJ JOB COUNTY 6 ' SPA. AT 2' - MAX, 6" OF 4$' ITN N N TN ' NIA N A N 44' -10 1/2" HANGERS CITY Of COPPELL I I p N p � ��STRUCTURAL INGINfBRIN, ASSOCIATES. INC. CONSULTING ENGINEERS: SAN ANTONIO, TEXAS JOB N0. DRAWN CHECKED DATE SHEET / MARK NO. PLAN D9 -Dnl R.P,C, D.M.P. OS -20 -00 MARKED END SEA Joe N0. 5S615 -4 ROvAL RESERVED FOR nPP STAMP 09 -129H FABRICATION SWEET 2" m 6" PVC PIPES - --C.L. OF SLAB BEAM BARS H 0 I ' BARS CI r SECTION "B" BARS C1 45" HANGERS (BY CONTRACTOR) BARS H INSERTS TO BE FLUSH WITH EOGE OF BEAM ( -0.+ 1 /2 ") SECTION "A" PLAN — REINFORCING STEEL 4'-11 3/4" TYPICAL REINFORCING H C1 cl H 2" O r 6" PVC PIPES j � —C.l. OF SLAB BEAM SECTION "B" 45' HANGERS (BY CONTRACTOR) INSERTS TO BE FLUSH WITH EDGE OF BEAM ( -0,+ 1/2") SECTION 2'-0"� REINFORc c iiii �I iiiSiii�iiii� -3" SCHE c BARS D t C M 1 3/8" M4 BARS- M4 BARS C1 N4 N U 2' -0" 45' -3" 5' HANGER M� 6 PVC PIP BARS u H5 1' -10 1/2" BARS b #6 CON( �� 1 �" TOinL Yp, Ate$ N -�' A.(r�R ...�•,.�1 Baas N SI-AB BEAM TYPE QUANTITY : 1 END MAT REINEQRCINC *MATCH WITH BARS CT v Nl i MARKEp ENb PLAN IT STRAND PATTEF (RANDS ODEBONOED STR, LO - LAX STRAND PATTERN DESIGN NO. : PSBNS TOTAL BEAM LENGTH of THIS SHEET: 45.50' FLEXICORE OF TEXAS CONTRACTOR I ASHLAR CONTRACTING fT'.N STATL PROJCCT NO, NN'Y. NO. 6 TEXaS 5107 -01 u n 9 l t COUNTY CO NOOL 06. JNO. N/A CITY OL COPPELL N A N A N A STRUCTURAL ENGINEERING ASSOCIATES, INC. CONSULTING ENGINEERS, SAN ANTONIO, TEXAS JOB x0, ORawN CNECNEO DATE SNLEi / MARK NO. R 09 -ODt .P.C. O.N.P 05-20 -09 SEA JoB No. FABRICATION SHEET 55815 -5 RV RESEED FOR APPROVAL STAMP 09 - 129N ING STEEL DULE 3 iiii �I iiiSiii�iiii� c L) o - V N N +r M c REINFORCING STEEL SCHEDULE M BARS OTY. BM. , � C O H 9 t 90 r 13/B" M4 I BARS M4 N4 BARS Cl A4 NI 2'I 4 I I 45'-3- BARS U_k5 BARS D H6 1' -•1�0 1/2" CONCRETE '. TOTAL YD. 10151_ BARS N ft RAPS H Y4 * 5 E0. SPA, BARS N SLAB BEAM TYPE "55131 II, V-13" QUANTITY 2 BARS U �SYM. ABT. C.L. I iii iii iiiiiilI H C1 CT H PLAN — REINFORCING STEEL 4' -II 3/4" 1' -10" 1'-3 3/4" J'- "_ BARS 0 BARS H 6 "t O a (] BARS D O (i OF 6) a TYPICAL REINFORCING i I/2 N MAR{<ED END PLAN TARS M4 2 7/8" 2 7/8" M4 N 13 SPA, AT 2" - 2' - 13 SPA, AT 2" 2 - END 'MAT REINFORCING s MATCH WITH BARS C1 STRAIGHT STRAND PATTERN *BONDED STRANDS OD BONDED STRANDS LO -LAX STRAND PATTERN NUMBER OF STRANDS : 32 12" 0 2 7 0 9 O 51.0 K EA NUMBER OF BONG D 5 . It C ONCR E TE RELEASE STRENGTH 403B PSI CONCRETE 29 DAY STRENC H $000 PSI I 1/2- ECCENTRICITY O "t I A.75" ECCENTRICITY O END - 4.$0" LOCATION OF DEBONDED STRANDS FROM EACH END OF BEAM A- 2.A -4A -6 O 6 -0 k A- B.A- TOA-12,A -I A,A -S m 3 -0 A I DESIGN N0. ! PSBNS TOTAL BEAM LENGTH OF THIS SHEET: 41.00' _ t=LEXICORE OF TE I CONTRACTOR 1 ASHUAR CONTRACTING _ SPATE PROJECT NO. " r HWY. NO. 6 TEXAS STO] -01 N A 5 ATE COUNTY CO TROD i10N JO 1 T.11 NO. N/A C I IK y OF COPPELL N A "/. N/A " I \ STRUCTURAL ENGINEERING ASSOCIATES. INC. ' CONSULTING FNGINELRS. SAN ANTONIO, TEXAS JOB NO. DRAWN CHECKED OaTC SHEET / MARX 110•'. 09 -091 R.P.C. O.LI.P. 08 "20 -00 sEa Joe N0. FABRICATION SHEET 556 5 - 6 RCSCRVEO FOR APPROVAL STA�.IP 09••i 29N PLAN — REINFORCING STEEL E 6,.t O �J v 4' - 11 3/4" BARS H 6 "t O C ~ LA BARS D s O {I OF 6) a a iv o Al TYPICAL REINFORCING m n N 1 N n II 1,40' d 7YP n N ni MARKED END H Cl C1 H 5' -7 1 PLAN 'WY•" . I SME I PHOJCCT NO. HWY, N0, 6 TEXAS S107 -01 N A SY1 X10 COVHiT CO N ROL SC NT101 100 N A CITY OF COPPELL N/A N/A N/A 5% A STRUCTURAL 11 ASSOCIATES. INC. CONSOLrlVC SHME£RS. SAN ANTONIO, TEXAS JOO N0. DRAWN CHECXCO DATE SHCCT f MARX NO.'. 09 - 091 R.P.C. D.IA,P, 00 -20 -09 SEA J N0. FABRICATION SHEET 556 $ - RESERVED FOR APPROVAL, STAMP 09 - 129N 2' -0" REINFORCING STEEL. SCHEDULE n 1 1 BARS OTY. BM. D CI 116 D 6 Ma a BARS M4 U4 BAR$'t.. h4 N 24 - -2 '-0" .� III- ^--III U n 4 1 m BAR5 U 0 5 BARS D k6 1 _ 1�/2•• f 6 • f CONCRETE Ell TOTAL Yo. 10.5 BARS N N4 BAR5 H 04 + 5 EO. SPA. BARS N SLAB BEAM TYPE "5SB15" 1' -8° QUANTITY : 2 BAR$ U N 1 �SYM. ABT, C.L. N B B '^ Al A 21/4' 123a56789 II 13 II 467654321 3ARS M4 10 12 1414 12 10 z 7 /b" 2 > /a" M4 i3 SPA. AT 2" : 2' , 13 SPA, A 2" - 2' -2" END MAT REINFORCING *MATCH WITH BARS C1 r 5 TRALPHT STRAND PATT RN •BONDED STRANDS ODEBONDEO STRANDS LO - LAX STRAND PATTERN xUMBER OF STRANDS . 30 , I/2" P 2708 O 31.0 K EACH UMBER OF 00090n AN S l4 CONERETE RELEASE N t 4000 PSI CONCRETE 28 DAY STRENGTH 5000 PSI ECCENTRICITY O FL 1 4.87` ECCENTRICITY O END ' 4.75" BEAM WEIGHT ? 42 lbs. LOCATION OF OEBONOED STRANDS FROM EACH CN0 Of eEAM A 6,A 10,A ijA - l4 O 3 - I DESIGN N0. : PSBNS TOTAL BEAM LENGTH OF THIS SHEET: 91.00' ` FLEXICORE OF TEXAS v CONTRACTOR 1 ASHLAR CONIRACNNO 2" 0 6" PVC PIPES 1 —C.L. OF SLAB BEAM CI SECTION "B" c1 45' HANGERS H (BY CONTRACTOR) INSERTS TO BE FLUSH WITH EDGE OF BEAM (- 0. +1/2 SECTION "A" �YM. ART. C.L. 23466789 111113111131 1119875$4 32 2 7/8" 10 12 1414 12 10 2 7/8" 13 SPA. AT 2 = 2' -2" 1 3 SPA. AT 2" = 2' -2 STRAIGHT STRAND PATTERN •BONDED STRANDS ODESONDED STRANDS LO -LAX STRAND PATTERN I ECCENTRICITY O �L ' 4.67" ECCENTRICITY p ENO I 4.75° t h I DESIGN NO, I PSBNS TOTAL BEAM LENGTH OF THIS SHEET; 45.50' FLEXICORE OF TEXAS CONTRACTOR i ASNIAR CONTRACTING REO.RO• STATE PROJECT N0. HWY. N0, 8 lE %AS ST07 -01 5 N A IST N CO HfAOI SC NI ON JN COUNTY N 0. I CITY OF COPPELL ` ` �� SERIICTUBAL ENGINEERING ASSOCIATES. INC. `' CONSUL7lN6 rmmtERS. SAN ANTONIO, TEAS JOB 9H N0. DRAWN CIICCXED DATE SHEET / MARK 110. 09 R.P,C, p.M,P, OB - - —0 9 JOD NO. FABRICATION SHEET 5SB 15 -8 -i2 '2T01'� PLAN — REINFORCING 4' - II 3/4 STEEL r 3 SCHEDULE BARS tlTY. 8M. v 6 "t BARS H C I D H 1 6 9 3 / 8 M4 4 o % a 5 AR l # Y BARS 0 a (I OF 6) a 0. 0_ a 4 2' -0" r 1- � AI 19 AI ' BARS C 1 3/4" w CLR. C( BARS U N5 TYPICAL REINFORCING 2" 0 6" PVC PIPES 1 —C.L. OF SLAB BEAM CI SECTION "B" c1 45' HANGERS H (BY CONTRACTOR) INSERTS TO BE FLUSH WITH EDGE OF BEAM (- 0. +1/2 SECTION "A" �YM. ART. C.L. 23466789 111113111131 1119875$4 32 2 7/8" 10 12 1414 12 10 2 7/8" 13 SPA. AT 2 = 2' -2" 1 3 SPA. AT 2" = 2' -2 STRAIGHT STRAND PATTERN •BONDED STRANDS ODESONDED STRANDS LO -LAX STRAND PATTERN I ECCENTRICITY O �L ' 4.67" ECCENTRICITY p ENO I 4.75° t h I DESIGN NO, I PSBNS TOTAL BEAM LENGTH OF THIS SHEET; 45.50' FLEXICORE OF TEXAS CONTRACTOR i ASNIAR CONTRACTING REO.RO• STATE PROJECT N0. HWY. N0, 8 lE %AS ST07 -01 5 N A IST N CO HfAOI SC NI ON JN COUNTY N 0. I CITY OF COPPELL ` ` �� SERIICTUBAL ENGINEERING ASSOCIATES. INC. `' CONSUL7lN6 rmmtERS. SAN ANTONIO, TEAS JOB 9H N0. DRAWN CIICCXED DATE SHEET / MARK 110. 09 R.P,C, p.M,P, OB - - —0 9 JOD NO. FABRICATION SHEET 5SB 15 -8 -i2 '2T01'� REINFORCING STEEL r 3 SCHEDULE BARS tlTY. 8M. i p e C I D H 1 6 9 3 / 8 M4 4 BARS M4 5 AR l # N 24 U 4 2' -0" 45'-3" HANGER 19 ' PVG PIPES 3 BARS U N5 BARS Q I'_1� CONCRETE TOTAL YD. 10.5 BARS N N4 BARS H N4 SLAB BEAM TYPE "55815" BARS N QUANTITY 1 END MAT REINFORCING k MATCH WITH BARS CI MARKED END PLAN N ° v � = PLAN — REINFORCING STEEL 4' -11 3/4" BARS H � .. 6... BARS 0 (i OF 6) BARS C1- I TYPICAL REINFORCING Al d 0 44'—F" «5 U �5YM. ABT. C.L. 2 1/4' 12 3456789 11111.3111131111 9876$4 32 BARS M5 2 7/8•• 10 12 I41A I$ 10 2 7/8••_ ..3 M5 13 SPA. AT 2" = 2' -2" 13 SPA. AT 2" - 2' -2" END MAT . *MATCH WIT BARS C ^ + I LO -LAX STRAND PATTERN I O END . I Op n u7 N n i a n ' MARKED END iy PLAN OESICN NO, : PSONS TOTAL BEAM LENGTH GF THIS SHEET: AA,50' FLEXICORE OF TEXAS CONTRACTOR r ASHLAR CONTRACIINC PEONR ; STATE PROJECT NO. HWY. N0. �V6 TEXAS 5707 -01 N/A DIST NO COUNTY M ITI O 01Y OF COPPELL N A N A '11A ;, 1� STRUCYURAL 1N01NEERINC ASSOCIATES. INC. ' ! S GONSVL7INC E. N SA ANTONIO, TEXAS JOB N0. pnawN CHECKED OAT[ 5H[ET / MARK 110. 09 -091 R.P.C. O.M,P, OB -10 -09 RESERvEO FOR APPROVAL STAMP srA JOB N0. o9..,29H 1 FABRICATION SHEET 2 "0x6" PVC PIPES' -- -C.L. OF SLAB BEAM H c1 SECTION "B" C1 45' HANGERS (BY CONTRACTOR) H INSERTS TO BE FLUSH WITH EDGE OF BEAM (- 0. +1/2 - ) SECTION "A" REINFORCING STEEL •a n 3'- SCHEDULE BARS OTY. BM. a Ci 1 H 90 0 BARS M5 114 BARS CI # M5 N 4 4 U 4 -0" 44' -3" 5' HANGERS I9 x^^ 2 W K 6 3 PVC PIPES m BARS U D5 BARS D 1!6 I•_i 0� •• � CONCRETE TOTAL YD. 10.3 BARS N N4 BARS H 114 SLAB BEAM TYPE "5SB15" RS N QUANTITY 1 U �5YM. ABT. C.L. 2 1/4' 12 3456789 11111.3111131111 9876$4 32 BARS M5 2 7/8•• 10 12 I41A I$ 10 2 7/8••_ ..3 M5 13 SPA. AT 2" = 2' -2" 13 SPA. AT 2" - 2' -2" END MAT . *MATCH WIT BARS C ^ + I LO -LAX STRAND PATTERN I O END . I Op n u7 N n i a n ' MARKED END iy PLAN OESICN NO, : PSONS TOTAL BEAM LENGTH GF THIS SHEET: AA,50' FLEXICORE OF TEXAS CONTRACTOR r ASHLAR CONTRACIINC PEONR ; STATE PROJECT NO. HWY. N0. �V6 TEXAS 5707 -01 N/A DIST NO COUNTY M ITI O 01Y OF COPPELL N A N A '11A ;, 1� STRUCYURAL 1N01NEERINC ASSOCIATES. INC. ' ! S GONSVL7INC E. N SA ANTONIO, TEXAS JOB N0. pnawN CHECKED OAT[ 5H[ET / MARK 110. 09 -091 R.P.C. O.M,P, OB -10 -09 RESERvEO FOR APPROVAL STAMP srA JOB N0. o9..,29H 1 FABRICATION SHEET 2 "0x6" PVC PIPES' -- -C.L. OF SLAB BEAM H c1 SECTION "B" C1 45' HANGERS (BY CONTRACTOR) H INSERTS TO BE FLUSH WITH EDGE OF BEAM (- 0. +1/2 - ) SECTION "A" B AAS H 4 3/ SPA. AT 1' -0' MAX. H Cl C1 H END MAT REINFORCING m n N N 'a n --------------- j a n N PLAN MARKED ENO „ PLAN -- STEEL r a n 4' -11 3/4 �nnnn■�■n�■n�nn��■■�n� 6 "t BARS H 6 "t 0 N V � _ oa ° a a 90 90 BARS M5.. H_9 BARS CI p4 G BARS 4 24 D (1 OF 6) ' o ¢ AI Al BARS CI 1 3 A cl (x CLR. I BARS D !16 TYPICAL REINFORCING 1'_1 1 p^ 44'- f-k�f TOTAL Y0. 10.3 �E FI BARS N 114 PARS H 9 4 SLAB BEAM TYPE "5S815 "__ + 5 E0. SPA. BARS N QUANTITY 2 m 1' -8 r BARS U H Cl C1 H END MAT REINFORCING m n N N 'a n --------------- j a n N PLAN MARKED ENO „ PLAN -- STEEL r a n 4' -11 3/4 6 "t BARS H 6 "t 0 N V � oa ° a a 90 90 BARS M5.. H_9 BARS CI p4 G BARS 4 24 D (1 OF 6) ' o ¢ AI Al BARS CI 1 3 A cl (x CLR. I BARS D !16 TYPICAL REINFORCING 1'_1 1 p^ 44'- H Cl C1 H END MAT REINFORCING m n N N 'a n --------------- j a n N PLAN MARKED ENO „ REINFORCING STEEL r a n SCHEDULE BARS OTY. BM. o � H H 90 90 BARS M5.. H_9 BARS CI p4 M N 4 24 n m AR BARS D !16 1'_1 1 p^ CONCRETE f-k�f TOTAL Y0. 10.3 �E FI BARS N 114 PARS H 9 4 SLAB BEAM TYPE "5S815 "__ + 5 E0. SPA. BARS N QUANTITY 2 m 1' -8 r BARS U 4 MATCH WITH BARS CI IV LI" I LO -LAX STRAND PATTERN I OESICN NO, : PSBHS T BE AM L ENGTH OF THIS SHEET; 89.00' FLEXICORE OF TEXAS CONTRACTOR I ASHLAR CONTRACTWO BYAtE PROJECT N0, I NWT, NO CIA COUNTY " 46." . COPPEII N n N n N n ; ' ` �� STRUCTURAL ENGINEERING ASSOCIATES. INC. CONSULTING CNCINCGA& SAN ANTONIO, ri:XA5 DRAWN C OATF $HE[T / MARX 110, O.M.P. 08 -20 -09 N0 ' FABRICATION SHEET 5 -10 29" PLAN - REINFORCING STEEL H CI CI H -_-J ► MATCH WITH BARS C1 *BONDED STRANDS oULLJUNUCU , —NV�j LO -LAX STRAND PATTERN 44' -(„ NUMBER OF STRANDS : 25 - 12" 0 270k 0 31.0 K EACH NUMBER OF DEBONDED STRANDS 14 CONCRE E 9CLCANE 'frfiENOTH 4000 PSI ap CONCRETE 25 DAY STRENGTH 5000 PSI n ECCENTRICITY 0 f :5.00' ECCENTRICITY 0 Eno 5.00" N AM 41, 71 LOCATION OF DEBON STRANDS FROM EACH ENO OF BEAM 8'- N A- 2.A -4,A -5 O 6 -O k A -5.A ^IDEA- 12.A -14 0 3 -0" V DESIGN N0, PSBNS M TOTAL BEAM LENGTH Of THIS SHEET: 88.00' — — — — — — — — — —. - -- - - - - -- - -- -- - -- - -- FLEXICORE OF TEXAS V CONTRAC70R I ASHLAR CONTRACTING FEOJiO. gTATC PROJECT N0. HWY. NO. VN A fi ( TEXAS STDT -01 N A COUNTY CON ROl SE N 011 J�+ . ^ N/A Cltt or COPPEI.L N n N A N n MARKED END PLAN ;� A STRUCTURAL ENGINEERING ASSOCIATES. INC. III Fu CONSOLTMC ENOTRCERS. SAN ANTONIO. TEXAS I12NH OB NO. DRAWN CHCCKTb DATE SHEET / MARK NO. 09 -091 R.P.C. O.M.P. OS-20 -09 - 1- FABRICTION SHEET RESERYEO FOR APPROVAL STAMP 09 - REINFORCING STEEL a n 3 SCHEDULE BARS OTY. BM. p H 90 BARS M5 /14 BARS Cl q4 MS N 4 24 U 4 m BARS U A5 -- D NG C- 1 •,. I „ CONCRETE I I � TOTAL Y0. IU.3 BARS N 04 BARS H N4 SLAB BEAM TYPE ° 5S815" + 5 E0. SPA. BARS N QUANTITY 2 . V_B' 1 f - BARS u -_-J ► MATCH WITH BARS C1 *BONDED STRANDS oULLJUNUCU , —NV�j LO -LAX STRAND PATTERN 44' -(„ NUMBER OF STRANDS : 25 - 12" 0 270k 0 31.0 K EACH NUMBER OF DEBONDED STRANDS 14 CONCRE E 9CLCANE 'frfiENOTH 4000 PSI ap CONCRETE 25 DAY STRENGTH 5000 PSI n ECCENTRICITY 0 f :5.00' ECCENTRICITY 0 Eno 5.00" N AM 41, 71 LOCATION OF DEBON STRANDS FROM EACH ENO OF BEAM 8'- N A- 2.A -4,A -5 O 6 -O k A -5.A ^IDEA- 12.A -14 0 3 -0" V DESIGN N0, PSBNS M TOTAL BEAM LENGTH Of THIS SHEET: 88.00' — — — — — — — — — —. - -- - - - - -- - -- -- - -- - -- FLEXICORE OF TEXAS V CONTRAC70R I ASHLAR CONTRACTING FEOJiO. gTATC PROJECT N0. HWY. NO. VN A fi ( TEXAS STDT -01 N A COUNTY CON ROl SE N 011 J�+ . ^ N/A Cltt or COPPEI.L N n N A N n MARKED END PLAN ;� A STRUCTURAL ENGINEERING ASSOCIATES. INC. III Fu CONSOLTMC ENOTRCERS. SAN ANTONIO. TEXAS I12NH OB NO. DRAWN CHCCKTb DATE SHEET / MARK NO. 09 -091 R.P.C. O.M.P. OS-20 -09 - 1- FABRICTION SHEET RESERYEO FOR APPROVAL STAMP 09 - m N a 'a co N N 2 "0x6" PVC PIPES I- --C.L. OF SLAB BEAM H C1 SECTION "B" 45' HANGERS Cl (BY CONTRACTOR) INSERTS TO I FLUSH H WITH EDGE OF BEAM SECTION 2 1/4 TARS h M5— END MAT REINFORCING t 5 EQ. $PA. r BARS V 2' -0" REINFORCING STEEL SCHEDULE a � PLAN -- REINFORCING STEEL BARS 4' -II 3/4" a c� } 6 , BARS H 6 "± BARS M5 94 N V M5 4 Z . , U 4 2' -0" 44' -3 O'LY K O] ti o 19 1 m BARS D 2 n 6 PVC PIP 3 I BARS V 0 5 1 _ 1 •' (I OF 6) CONCRETE a a 0 Al TOTAI, YD. AI BARS C 1 3 N ct BARS H H4 CLR. i SLAB TYPICAL REINFORCING "5S815" m N a 'a co N N 2 "0x6" PVC PIPES I- --C.L. OF SLAB BEAM H C1 SECTION "B" 45' HANGERS Cl (BY CONTRACTOR) INSERTS TO I FLUSH H WITH EDGE OF BEAM SECTION 2 1/4 TARS h M5— END MAT REINFORCING t 5 EQ. $PA. r BARS V 2' -0" REINFORCING STEEL SCHEDULE a � BARS OTT. C1 H 11 BARS M5 94 BARS Cl M5 4 Z . , U 4 2' -0" 44' -3 45' HANGERS 19 1 m 2 n 6 PVC PIP 3 I BARS V 0 5 1 _ 1 •' BARS D N6 CONCRETE TOTAI, YD. BARS N 84 BARS H H4 SLAB BEAM TYPE "5S815" \RS N QUANTITY 1 N t MATCH WITH BARS C1 APPROVAL I I✓ �I" STRAIGHT STRAND PATTERN *BONDED STRANDS oDESONDED STRANDS LO -LAX STRAND PATTERN B A I N0. : PS8NS BEAM LENGTH Or THIS SHEET: 44.50' FLEXICORE OF TEXAS CONTRACTOR 1 ASHLAR CONTRACTING R0. STATE w.w PROJfGt N0. HWY. NO• TEXAS 5107 -OI N/A COUNTY CON OL 5[ On J 4 I CITY OF COPPELL _ I I N A �` 9TRUCTIIRA. ENOINEERINC ASSOCIATES. INC. GPNSUATJNG A'NGJNEVRS SAN ANTONIO, TEXAS R0. DRAWN CHCCKED nA1f SHEET / MARK I 9 -041 R.P.6. D.M.P. 0820 -09 Dn ND. ,. FABRICATION SHEET 55815 -1 MARKED END PLAN I✓ �I" STRAIGHT STRAND PATTERN *BONDED STRANDS oDESONDED STRANDS LO -LAX STRAND PATTERN B A I N0. : PS8NS BEAM LENGTH Or THIS SHEET: 44.50' FLEXICORE OF TEXAS CONTRACTOR 1 ASHLAR CONTRACTING R0. STATE w.w PROJfGt N0. HWY. NO• TEXAS 5107 -OI N/A COUNTY CON OL 5[ On J 4 I CITY OF COPPELL _ I I N A �` 9TRUCTIIRA. ENOINEERINC ASSOCIATES. INC. GPNSUATJNG A'NGJNEVRS SAN ANTONIO, TEXAS R0. DRAWN CHCCKED nA1f SHEET / MARK I 9 -041 R.P.6. D.M.P. 0820 -09 Dn ND. ,. FABRICATION SHEET 55815 -1 MARKED END PLAN N w 6..t V o m M1 N i N1 i i PLAN — REINFORCING STEEL REINFORCING STEEL SLAB BEAM TYPE "55815 "__ 3' SCHEDULE BARS OTY. BM, 166 45' HANGERS (BY CONTRACTOR) H I TO BE FLUSH 1- 4 1/4" OI H CI WITH EDGE OF BEAM M3 4 (- D, +I/2 BARS M3 114 BARS CI N4 NI 24 U s• HANGERS 4 ty SECTION "A" V-O" 44'-3" -�- M � c , BARS U BARS D PG CONCRETE H I• -ID „ roraL YD. BARS NI 114 RAPS H 04 w 6..t V o m M1 N i N1 i i PLAN — REINFORCING STEEL SLAB BEAM TYPE "55815 "__ 4' —II 3/4" 1' -t0" C -3 3/4" t' -10" W5 U • 5 E0. SPA. BARS Nt 1'-8" QUANTITY : 1 BARS H 6 "t ' -D BARS N1 BARS V -�- m BARS N I-' SYM. ART, Cl. BARS D (1 OF 6) o. o o. � BARS U BN I N AI A. A9 2 t /4. `' 12 I1al'1211D98762 BARS C t 3/4" BARS Ct BARS M3 '� 7/85678910111231 7/B' CLR. COVER BARS M3 f° 13 SPA. AT 2" 2' -2" 13 SPA. AT 2" - 2' -2 TYPICAL REINFORCING END MAT REINFORCING MATCH WITH BARS Cl Vcj STRAIGHT STRAND PATTERN •BONDED STRANDS CDESONDED STRANDS 44 LO -LAX STRAND PATTERN 6" SPA. AT 2' - MAX. ,6" ,LOC. OF 4! n 5/B" AI Lp A I — J N MART <ED END 4 -IO PLAN DESIGN NO. I PSUNS TOTAL BEAM LENGTH Of THIS SHEET: 44,30' FLEMCORE OF TEXAS CONTRACTOR ' ASHLAR CONTRACTING EEPN STATE PROJECT NO. HWY. NO. E TE %AS ST07-01 N/A IST 11 COUNTY CO N n0 mi l 5 NI1011 JN 0 N n CITY OT COpppX N N A N A STRUCTURAL ENGINEERING ASSOCIATES, INC, `� r, CONSULT= ENGINEERS. SAN ANTONIO, TEXAS 400 NO. PRAWN cNECKEp PATE SHEET / MARK NO, 09 -091 a.P.C. p.A1,P, OB -20 -O9 514 105 Ho. FABRICATION SHEET 5SB15 -13 o9 -IZ9N N � n I r V n N ry ME PLAN — REINFORCING STEEL 4'-11 3/4" --^ BAR$ H 6' O C T fO • BARS 0 o (I OF 6) a a o N H Al BARS C ,1 3/4' CLR, COVER TYPICAL REINFORCING 45' -6" 6" SPA. AT 2' -6" MAX. �, REINFORCING STEEL a n SCHEDULE BARS QTY. BM. I Cl 116 6 1 3/8" H M4 90 4 QARS._M4117 BARS Cl N4 N 24 U 4 a S�3" 5' HANGERS 19 rn � QA R5 W 11 BARS 0 k6 1'_10 1/2" CONCRETE ]TOTAL YD, 10.5 E f"""""1 BARS N IlA AR 14 SLAB BEAM TYPE "5SB15" BARS N QUANTITY 1 L-- —I I \LIINI --L- 1 1/2" AI 1 1/2" n MARKED ENo PLAN LO -L AX S TRAND PATT NUMBER OF STRAHOS 132 - 1 2 0 270k O 51.0 K EACH NUMBER OF DESONOED STRANDS Ia CONCRETE RELEASE STRENGTH 4058 PSI CONCRETE 2H DAY STRENGTH 5000 PSI ECCENTRICITY O Q + 4.75' ECCENTRICITY O END : 4.50" BEAM WEICHT 42 f. LOCATION OF DESONDC? ITRANp$ FROM EACH Ellp OF BEAM A- 2,A -4,A -6 O 6 -D & A -B,A -I O,A- 12,A -I a A -5 O S -0 DESIGN NO. : PSRNS TOTAL REAM LENGTH OF THIS SHEET: 45.50' FLEXICORE OF TEXAS COHTRACTOR I ASHLAR CONTRACTING FEY .RO. ST AT E PROJECT NO. HWY, NC. 6 TEXAS ST07 -Ot N/A SisTE CONTROL SECTION J00 I .N COUNTY N N N N 4 CITY OF COPPE4L N A N A N A STRUOTORAL ENGINEERING ASSOCIATES. INC. 5 ' CONSULTING SNGINSSRS. SAN ANTONIO. TEXAS 1011 NO. DRANK CHECKED GATE $HEFT I MARK NO. 09 -09, N.P.O. 0- DO 5SB15 —'14 09 -1 sEA 1 - NO. H FA BRICATION SHEET j 29 45' HANGERS (BY CONTRACTOR) H INSERTS TO BE FLUSH WITH EDGE OF BEAM C l (-0,+1/2") SECTION "A" C1 H PLAN - REINFORCING STEAL �W ry V N d: - V a' - II 3/4" REINFORCING STEEL BARS H "„",.,...�, o Q: 1- Q • Tom BARS D m °� o (1 OF 6) N � CI 0 H AI BARS C 1 3/4" CLR. COVER TYPICAL REINFORCING Y4 44' -6" BARS N -u BARS U A9 2 BA BARS END MAT REINFORCING ,,,,,,Z - � "�, REINFORCING STEEL a n S SCHEDULE BARS OTY. BM, ° C CI 0 H I0 6 BARS M5 114 AR 1 N5 Y4 U 4 2' -0" 4 � 4 �� 5' HANGER 19 n rn BARS I, BARS 0 !16 1'- 10 ' CONCRETE TOTAL YD. 10.3 Ell 4 SLAB BEAM TYPE "SSB15" ,RSN QUANTITY 1 t MATCH WITH BARS CI 6" SPA. AT 2' - 6" MAX, ,6 LOC. OF 45' HANGERS n 0 ►Al I W � PLAN N MARKED END 1✓ LI STRAIGHT STRAND PATTEF •BONDED STRANDS 0DE60NDED STR, LO -LAX STRAND PATTERN D ENO � DESIGN NO.: PSBNS T BEAM LENGTH OF THIS SHEET: 44,50 FLEXICORE OF TEXAS CONTRACTOR 1 ASHLAR CONTRACTING TE .R ' STALE PROJECT NO. HWY, NO. N 55 6 TExAS ST07 -01 N/A 01 TT 4 0, COUNTY CON'o0L 5 N1101 JNO. N A CITY OT COPPELL N A N A 11 A STRVCTURA4 ENCINET:RINC ASSOCIATRS, INC. ` 11 CONSULT'IN6 EA'CINEERS, 56N ANTONIO, TEXAS 100 N0. bRAYfN CHECREb DATE SHCR / MARK ILO. 09 -091 R.P.C. G.u.P 08 -20 -tl9 SEA Jos No. FABRICATION SWEET 55815 -15 09 -129N 15• HANGERS (BY CDNTRACTOR) INSERTS TO BE FLUSH wITH EDGE OF BEAM (- 0, +1/2 ) H Cl SECTION "A" CI H B A I a ER: BARS D 0 BAR LENGTHS VARIES. REFER TO THE FABRICATION SHEET DESIGNATED BY THE BEAM MARK FOR EXACT LENGTH OF BARS C Cl & N N1 THE D BAR. B I I R (� m EFR a 0 a BARS H BARS M & MS BARS M1.M2.M3 & M4 2" 0 . 6" 3 , PVC PIPES C.L. OF SLAB BEAM PVC PIPE DETAIL FOR 4SB15 2" 0 z 6" PVC PIPES '—C.L. OF SUB BEAM PVC PIPE DETAIL FOR 5SB15 45' HANGERS (BY CONTRACTOR) INSERTS TO BE FLUSH WITH EDGE OF BEAM ( -0,+ I /2 ") HANGER DETAIL GENERAL NOTES I.) TOPS OF ALL SLAB BEAMS SHALL HAVE A BROOM FINISH W /AVG. TEXTURE DEPTH 5.) ALL REINFORCING STEEL TO BE GRADE 60, OF 1/8" ROUGHNESS OR ROUGH WOOD FLOAT FINISH. 6.) ALL CONCRETE SHALL BE CLASS H. CEMENT TO BE TYPE 1. 2.) THE BOTTOM CORNERS OF ALL SLABS SHALL BE CHAMFERED 3 /4" 7.) ALL REINFORCING DIMENSIONS ARE CENTER TO CENTER AND OR ROUNDED TO 3/4' RADIUS. ALL LOCATIONS IN BEAMS ARE CENTER TO CENTER. FLAME 3.) DEBONDED STRANDS SHALL BE ENCASED IN PLASTIC TUBING ALONG ENTIRE CUT OF REINFORCING OR W,W.F 15 PERMISSIBLE. DESONDED LENGTH, AND ENDS OF TUBING SHALL BE SEALED WITH WATERPROOF TAPE, SPLIT PLASTIC TUBING MAY BE USED PROVIDED THE SEAM FORMED WITH WOOD OR M ETA L g,) END OF BEAMS TO BE FORMED ETA OF THE TUBING IS SUFFICIENTLY SEALED WITH WATERPROOF TAPE TO PROHIBIT HEADERS. SIDES TO BE WITH STEEL OR GROUT INFILTRATION. WRAPPING OF STRANDS WITH TAPE TO PROVIDE OEBONDING PLASTIC FACE WOOD. WILL NOT BE PERMITTED. 9.) STRANDS TO BE TREATED AS PER SPECIFICATIONS 4,) BEAMS MAY BE CURED BY STEAM OR WATER. ITEM 424.3C. REINFORCING STEEL SCHEDULE & DIMENSIONS rl�© a© alldlrlo ■ ®� �I ® ®® ®sue® © ®® ®Gov ®®al ®I® ® ®® ®gal■■® ® ®���� ® ® ® ®� ■® o■■ fal�lmm��®®® m�l�lm� ®> ®�Il��lr� ® ®��za�l�� ®�wlrrll ��r�em® ��v�c��all��r :�r ® ®I�r�rr����■I�r�� ® ram ® ®I®® ®deems sow ® ®o ®�a■Iw�m��llllll��rlre�■ ® ®� ®sm�s lees s��® �: Irr�®® alllemsod�a® �I�I�m •�■■It�mm� ■■I�rzm�■r�r:■�® ®■tom' ® ® ® ® ® smsl ® ®ss��11 ®ss ® s ami ® ss ®�7sssls�����3 ® ® ® ®� GENERAL NOTES I.) TOPS OF ALL SLAB BEAMS SHALL HAVE A BROOM FINISH W /AVG. TEXTURE DEPTH 5.) ALL REINFORCING STEEL TO BE GRADE 60, OF 1/8" ROUGHNESS OR ROUGH WOOD FLOAT FINISH. 6.) ALL CONCRETE SHALL BE CLASS H. CEMENT TO BE TYPE 1. 2.) THE BOTTOM CORNERS OF ALL SLABS SHALL BE CHAMFERED 3 /4" 7.) ALL REINFORCING DIMENSIONS ARE CENTER TO CENTER AND OR ROUNDED TO 3/4' RADIUS. ALL LOCATIONS IN BEAMS ARE CENTER TO CENTER. FLAME 3.) DEBONDED STRANDS SHALL BE ENCASED IN PLASTIC TUBING ALONG ENTIRE CUT OF REINFORCING OR W,W.F 15 PERMISSIBLE. DESONDED LENGTH, AND ENDS OF TUBING SHALL BE SEALED WITH WATERPROOF TAPE, SPLIT PLASTIC TUBING MAY BE USED PROVIDED THE SEAM FORMED WITH WOOD OR M ETA L g,) END OF BEAMS TO BE FORMED ETA OF THE TUBING IS SUFFICIENTLY SEALED WITH WATERPROOF TAPE TO PROHIBIT HEADERS. SIDES TO BE WITH STEEL OR GROUT INFILTRATION. WRAPPING OF STRANDS WITH TAPE TO PROVIDE OEBONDING PLASTIC FACE WOOD. WILL NOT BE PERMITTED. 9.) STRANDS TO BE TREATED AS PER SPECIFICATIONS 4,) BEAMS MAY BE CURED BY STEAM OR WATER. ITEM 424.3C.