Laserfiche WebLink
63 <br />CONCRETE REINFORCING DEVELOPMENT & SPLICE LENGTHS (inches) <br />d <br />s = LAP SPLICE LENGTH <br />dh <br />s <br />d = DEVELOPMENT LENGTH1. <br />ALL CONCRETE <br />BAR LOCATION <br />dh <br />9 <br />STRENGTH <br />f'c > 2.5ksiNWC <br />TYPE <br />25 32 <br />sd <br />#3 <br />41423312 <br />#4 <br />d dhs <br />1553 49 <br />sd <br />#5 <br />ddh <br />CONCRETE <br />2'-0" CLR s <br />2'-0"CLR <br />s <br />18 69 89 <br />dhs <br />#6 <br />sd <br />#7 <br />21 78 102 24 <br />ddh dhs <br />#8 <br />88 115 28 100 <br />sd <br />#9 <br />ddh <br />129 31 110 143 <br />dhs <br />#10 <br />sd <br />#11 <br />BAR SIZE <br />#18 <br />34 133 41 177 <br />#14 <br />ddh ddh <br />55 <br />dh <br />COUPLER OR WELDED SPLICE <br />2.WHEN SPLICING BARS OF <br />DIFFERENT SIZE, USE LAP SPLICE <br />LENGTH IF LARGER BAR, U.O.N. <br />NOTES: <br />4.MULTIPLY THE TABLE LENGTHS ABOVE BY 1.5 FOR EPOXY COATED REINF <br />5.MULTIPLY THE TABLE LENGTHS ABOVE BY 1.3 FOR LIGHTWEIGHT CONCRETE. <br />3.STAGGER EA SPLICE AS FOLLOWS: <br />8 REINFORCING DEVELOPMENT & SPLICE LENGTHS <br />N.T.S. <br />dh = HOOK DEVELOPMENT <br /> LENGTH <br />STD HOOKS & BENDS <br />d <br />TY <br />P <br />4d > 2 1/2" <br />6 <br />1 <br />12 <br />d <br /> <br />M <br />I <br />N <br />6d <br /> <br />F <br />O <br />R <br /> <br /># <br />3 <br />TH <br />R <br />U <br /> <br /># <br />5 <br />, <br />12 <br />d <br /> <br />F <br />O <br />R <br /> <br /># <br />6 <br />TH <br />R <br />U <br /> <br /># <br />8 <br />. <br />. <br />6d > 3" <br />. <br />STIRRUPS <br />TIES & HOOKS <br />NOTE: <br />DO NOT FIELD BEND <br />REINFORCEMENT <br />PARTIALLY EMBEDDED <br />IN CONCRETE <br />BEND DIAMETER, D <br />BAR SIZE <br />#3 THRU #5 <br />#6 THRU #8 <br />#9 THRU #11 <br />#14 THRU #18 <br />6d <br />6d <br />8d <br />10d NA <br />NA <br />6d <br />4d <br />STIRRUPS TIES <br />& HOOPS <br />STD HOOKS & <br />BENDS <br />90° <br />135°135° <br />BAR <br />OFFSET <br />180° <br />90° <br />135°90° <br />1 HOOKS & BENDS <br />N.T.S. <br />D <br />D <br />D <br />D <br />D <br />D <br />D D <br />D, T <br />Y <br />P <br />A - BAR SPACING FOR NON-SPLICED BARS <br />B - BAR SPACING FOR BARS <br />SPLICED w/ NON-CONTACT LAP <br />MIN BAR SPACING: <br />1 1/2" OR 1 1/2d WHICHEVER <br />IS LARGER <br />MAX BAR SPACING: <br /> s/5 OR 6" <br />2 BAR SPACING <br />N.T.S. <br />d <br />LAP SPLICE <br />PER DETAIL 6/- <br />t <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />LO <br />C <br />A <br />T <br />E <br /> <br />R <br />E <br />B <br />A <br />R <br /> <br />A <br />T <br />CE <br />N <br />T <br />E <br />R <br />, <br /> <br />U <br />N <br />O <br />CONSTRUCTION JOINT <br />REINF PER PLAN <br />SLAB ON GRADE <br />PER PLAN <br />VAPOR BARRIER (15 MIL <br />MIN) O/ 4" OF SMOOTH FREE <br />DRAINING GRAVEL U.N.O. BY <br />GEOTECH REPORT <br />PREPARED SUB-GRADE W/ 90% <br />COMPACTION PER ASTM D1557 <br />U.N.O. BY GEOTECH REPORT <br />1/2" WIDE CONTINUOUS <br />FORMED KEY <br />FIRST POUR SECOND POUR <br />NOTE: <br />CONTRACTOR TO VERIFY VAPOR <br />BARRIER IS NOT PUNCTURED. <br />5 TYPICAL SLAB ON GRADE <br />N.T.S. <br />FTG TRANS REINF <br />TOP & BOT, TYP <br />FTG TRANS REINF <br />TOP & BOT, TYP <br />FTG TRANS REINF <br />TOP & BOT, TYP <br />PLAN <br />NOTE: <br />SEE TYPICAL WALL DETAIL FOR REINFORCING IN STEM WALL. <br />3 FOOTING REINFORCEMENT AT CORNERS <br />N.T.S. <br />PLAN <br />FTG REINF <br />TOP & BOT <br />STD 90° VERT <br />HOOKS <br />STD BAR OFFSET <br />TO LONGIT BARS <br />AT JOINT <br />STD 90° HK, TYP <br /> s <br />TYP <br /> s <br />TYP <br />6 MATERIAL LIFT PIT <br />N.T.S. <br />12 <br />" <br />12 <br />" <br /> <br />M <br />A <br />X <br />, <br />SE <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />BY <br /> <br />O <br />T <br />H <br />E <br />R <br />S <br />EQ <br />EQ <br />#4 HOOKED ADH <br />DOWEL @ 12" O.C. <br />#4 @ 12" O.C., <br />TYP <br />10" MIN 8" <br />4" EMBED <br />TYP <br />EQ <br />LIFT SHAFT WALL, <br />S.A.D. <br />LIFT POST PER <br />MFR <br />(4) 5/8"Ø SIMPSON <br />TITEN HD, TYP EA <br />POST <br />2" MIN <br />TYP <br />#5 @ 12" O.C. TYP <br />2 <br />CONCRETE DETAILS <br />& SECTIONS <br />S4.0 <br />N <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND <br />UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED <br />WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. <br />PROJECT NO.CHECKED BY <br />SHEET NO. <br />SCALE @ ARCH E1 <br />SHEET NAME <br />CLIENT NAME <br />ARCHITECT'S STAMP <br />PROJECT TEAM <br />KEY PLAN <br />As indicated24026.3 <br />sna1610ph4 - PHASE 4 <br />1610 E ST ANDREW PL, SUITE 240 <br />SANTA ANA, CA 92705 <br />COLLECTORS <br />Δ DATE REASON FOR ISSUE BY <br />2026-0131 PLAN CHECK <br />ISSUE RECORD <br />3852 W. 157th Street <br />Lawndale, CA 90260 <br />PHONE: 562-673-0056 <br />www.ardmorestructural.com <br />101 N. Pacific Coast Hwy, Suite 301 <br />El Segundo, CA 90245 <br />1300 Dove Street, Suite 160 <br />Newport Beach, CA 92660 <br />BM <br />2026-0318 PLAN CHECK RESPONSE BM1 <br />2026-0415 PLAN CHECK RESPONSE BM2 <br />1 <br />YourSpreadsheets <br />Address line 1 and line 2 <br />Telephone line 1 and Fax <br />A GROUND BEAM GB2 REVISED.D <br />B <br />REMOVED GB32. ADDED NEW <br />REINFORCEMENT TO GB4 AND <br />GB12. ADDED NEW GB48. <br />D <br />C NEW LINKS ADDED TO GB23.D