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CONCRETE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE PRIMARY REINFORCEMENT CLOSED TIES CORNERS AND INTERSECTIONS OS m L!+ u 5 m m u J.. STANDARD' HOOKS - - - -- Os m LO 0 s -- CLASS CUSS m, Ln j LI % A STANDARD HOOKS SPUCE A " 'XVW .Z CLASS B SP LICE 1 3OIldS B SSY13 [ CLASS B SPU CE I . xvw .Z • f ' CLASS B II SPLICE CONCRETE FOUNDAD• CONCRETE STRENGTH rc - 3000 OR 3500 p I. BAR YIELD STRENGTH fy ■ 60.000 psi BAR SIZE Ld AND CLASS A SPLICE In. CLASS SPUC in. Ldh in.) REINF. RENE. REINF. RUNT. 3 13 12 17 13 ALL OTHER REINFORCEMENT 4 18 14 23 18 4 5 22 17 28 22 14 6 28 22 36 28 17 7 44 34 57 44 20 8 54 42 70 54 22 9 66 51 86 66 25 10 81 63 105 81 28 11 97 75 126 97 31 CONCRETE STRENGTH rc ■ 4000 pal. BAR YIELD STRENGTH fy - 60000 psi BAR SIZE Ld AND CLASS A SPLICE (in.) CLASS B SPUCE (in.) Ldh (In.) TOP REINF. OTHER RENE. TOP REINF. OTHER RENT. 3 12 12 15 12 8 4 15 12 20 15 10 5 19 15 25 19 12 6 24 19 31 24 15 7 38 30 50 38 17 8 47 36 61 47 19 9 58 44 75 58 22 10 70 54 91 70 25 11 84 65 109 84 27 CONCRETE STRENGTH re ■ 5000 BAR YIELD STRENGTH Ty_- 60000 pet BAR SIZE Lot AND CLASS A SPUCE In.) CLASS B SPLICE TOP SPLICE REINF.s (in.) RENE. Ldh Jin.) TOP REINF. OTHER RUNE. 3 12 12 13 12 4 14 12 18 14 9 5 1/ 13 22 17 11 6 22 17 28 22 13 7 34 26 44 34 15 8 42 32 54 42 17 9 52 40 67 52 20 10 63 49 82 63 22 11 75 _ 58 97 75 24 MASONRY LAP SPLICE SCHEDULE''''" PRIMARY REINFORCEMENT FOUNDATION SPLICE CORNERS AND INTERSECTIONS MASONRY WALL LAP spu • I •-11 .o3' .53 f�l X 6 lAP REINFORCEMENT CENTERED IN MASONRY :„... Z U N 3OLldS d(1 COLUMN TES • f ' CONCRETE FOUNDAD• LAP STANDARD PUC HOOKS REINFORCEMENT NEAR FACE OF MASONRY MASONRY STRENGTH fm ■ 1500 poi. BAR YIELD STRENGTH h ■ 60,000 pei BAR SIZE I AP SPUCF L FNITHS-(Ln ) REINFORCEMENT CENTERED IN 6' MASONRY REINFORCEMENT CENTERED IN 8' MASONRY REIN ORCEMENT CENTERED IN T2 MASONRY ALL OTHER REINFORCEMENT 3 16 16 16 1/ 4 21 21 21 29 5 32 26 26 45 6 61 43 40 85 7 85 60 46 115 8 131 92 61 173 MASON STRENGTH fm - 2000 psl, BAR YIELD STRENGTH fy - 60,000 psi BAR SIZE TAP CPI ICE I FNGTFIS DO REINFORCEMENT CENTERED IN 6' MASONRY REINFORCEMENT CENTERED IN B' MASONRY REINFORCEMENT CENTERED IN T2' MASONRY ALL OTHER REINFORCEMENT 3 14 14 14 15 4 18 18 18 25 5 28 22 22 39 6 53 38 35 7.1 7 74 52 40 100 8 114 79 53 150 NOTES; 1. TABULATED DEVELOPMENT LENGTHS AND BAR SPLICES SHALL BE CONSIDERED THE MINIMUM REQUIREMENT UNLESS NOTED OTHERWISE. 2. TOP BARS ARE ANY HORIZONTAL BARS WTTH MORE THAN 12' OF CONCRETE CAST BELOW THE REINFORCEMENT. 3. TABULATED LENGTHS /SPLICES ASSUME THE FOLLOWING: CLEAR COVER OF BARS NOT LESS THAN 1 1/2"; CLEAR SPACING BETWEEN BARS NOT LESS THAN ONE DIAMETER OR 1', WHICHEVER IS GREATER; 1 OR 2 -BAR BUNDLES ONLY; NORMAL WEIGHT CONCRETE; GRADE 60 REBAR ( f THE TABU SHALL BE REINFORCEMENT. VARY, THEN LAATEDENGTHS /S TPUED BY THE FOLLOWING FACTORS, AS APPUCABLE. IF MORE THAN ONE CONDION APPLIES, THEN MULTIPLIERS SHALL BE CUMULATIVE. CLEAR COVER LESS THAN 1 1/2' UGHTWEIGHT CONCRETE GRADE 40 REBAR EPDXY - COATED REBAR 1.60 1.33 0.67 (CONTRACTOR OPTION) 1.30 FOR 'TOP REINF.' 1.50 FOR OTHER RENT." 120 FOR Ldh THE FINAL LENGTH SPUCE SHALL NOT BE LESS THAN 6' FOR Ldh AND 12' FOR ALL OTHER CASES. FOR CONDmONS NOT DEFINED IN THIS TABLE OR NOTES, COORDINATE LENGTHS/SPUCES WITH THE ENGINEER. 4. MECHANICAL MD WELDED SPLICES SHALL DEVELOP 1254 OF THE BAR TELD STRENGTH fy. 5. IF BARS OF VARYING SIZE AND /OR STRENGTH ARE SPLICED. THEN THE LONGER SPLICE LENGTH SHALL BE USED. NOTES: 1. TABULATED LAP SPLICES SHALL BE CONSIDERED THE MINIMUM REQUIREMENT UNLESS NOTED OTHERWISE. 2. TABULATED LAP SPLICES ASSUME GRADE 60 REBAR (fy - 60,000 PSI) AND UNCOATED REINFORCEMENT. IF THESE CONDmONS VARY, THEN TABULATED LAP SPLICES SHALL BE MUTIPUED BY THE FOLLOWING FACTORS, AS APPUCABLE. IF MORE THAN ONE CONDRION APPLIES. THEN MULTIPLIERS SHALL BE CUMULATIVE. GRADE 40 RERAN 0.87 (CONTRACTOR OPTION) EPDXY- COATED REBAR 1.50 THE FINAL LAP SPLICES SHALL NOT BE LESS THAN 12'. FOR CONDmONS NOT DEFINED IN THIS TABLE OR NOTES, COORDINATE LAP SPLICES WITH THE ENGINEER. 3. MECHANICAL AND WELDED SPLICES SHALL DEVELOP 1258 OF THE BAR YIELD 4. IF BARS O fy. VARYING SIZE AND /OR STRENGTH ARE SPUCED, THEN THE LONGER SPLICE LENGTH SHALL BE USED. A.B. ABV. ACI ADD'L A.F.F. AISC ALT. ALUM. MICH. APA APPROX. ARCH. ASTI. BAL BD. BEL BEN. BEM. B.F.F. BLDG. BLKG. BM. B.O.F. B.O.S. BOTT. B.O.W. BRO. BSMT. CAP. C.C. CL q-, Q.R. CLG. C.J. C(J)P CMU COL CONC. CONN. CONST. CONT. CONTR. COORD. CTR('D). C.Y. D.A.S. D- F( -L) DIA. DIAG. DIM. DL DN. DO. DTL(S). DWG(S). D S. ANGLE AT CENTERUNE DIAMETER NUMBER, POUNDS PLATE UNVERIFIED TOLERANCE, POSITIVE/NEGATIVE ANCHOR BOLT ABOVE AMERICAN CONCRETE INSTITUTE ADDITIONAL ABOVE FINISHED FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM ANCHOR AMERICAN PLYWOOD ASSOCIATION APPROXIMATE ARCHITECTURAL ASIA INTERNATIONAL BALANCE(D) BOARD BELOW BENEATH BETWEEN BELOW FINISHED FLOOR BUILDING BLOCKING BEAM BOTTOM OF FOOTING BOTTOM OF STEEL BOTTOM BOTTOM OF WAIL BEARING BASEMENT CAPACITY CENTER TO CENTER CENTERLINE CLEAR CEILING CONTROL JOINT COMPLETE (JOINT) PENETRATION CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUE, CONTINUOUS CONTRACTOR COORDINATE CENTER(ED) CUBIC YARD NAIL SIZE (PENNIES) DEFORMED ANCHOR STUD DOUBLE DOUGLAS FIR (LARCH) DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DETNL(S DRAWIN ) S) DOWEL(S))) (E), EXIST. EXISTING ( -W) EAST( -WEST) E.E E.F. E.J. EL ELEV. EMBED. ENGR. EQ. EQ. SP. EQUIP. ES. E.W. EXP. EXT. FAB. TON. F.F. FIN. FLD. FLG. FIR. F.O. F.P. FRAM. F.S. FT. FTG. F.V. GA GALV. G.B. G.C. GL G.N. OR. H.A.S. HD. H.D.G. H.F. HK. HORIZ. H.P. HT. HVAC BC .D. N. N - N. -LB. NT. J.B.E. JST. JT. K EACH END EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EMBEDDED ENGINEER EQUAL EQUALLY SPACED EQUIPMENT EACH SIDE EACH WAY EXPANSION EXTERIOR FABRICATE FOUNDATION FINISHED FLOOR FIELD FLANGE (ED) FLANGE FLOOR FACE OF FULL PENETRATION, FIREPROOFING FRAMING FAR SIDE FOOT. FEET FOOTING FIELD VERIFY SCREW SIZE (GAUGE) GAGE, GAUGE GALVANIZED GRADE BEAM GENERAL CONTRACTOR GLU -LAM GENERAL NOTES GRADE HEADED ANCHOR STUD HEADED, HOWOWN HOT DIPPED GALVANIZED HEM -FIR HOOK HORIZONTAL HIGH POINT HEIGHT HEATING, VENTILATION. A/C NTERNATONAL BUILDING CODE NSDE DIAMETER NSDE FACE NCHES NFORMATION NCH -POUND NTERIOR JOIST BEARING ELEVATION JOIST JOINT KIP FIRST STRUCTURAL SHEET WHERE SECTION IS TAKEN ABBREVIATIONS LAM. LB(S). LL LLV LOC(S). LONG. LP. LSL LT. LTWT., LW. LVL MACH. MANUF. MAS. HAUL MAX. MECH. MEP MIN. MISC. ML MM M.O. MIL N -S) NETS N.I.C. NM NO. NOM. NS N.T.S. N.W. O.A.E. O.C. O.D. OF. O.H. GPO. OPP. OVS. P.A.F. PAR. ( P PC(S). PEN. PERP. PL PL PLF PREFAB. PREUM. PROP. PS PSF PSI PS- PT. P. T. am. QUAL QUANTITY QUALIFIED EXPLANATION OF SECTION MARKS ECTION LENGTH, STEEL ANGLE R. RAD. LAMINATED R.C. POUND(S) RE:. REF. UVE LOAD REC. LONG LEG VERTICAL RENE. LOCATE. LOCATON(S) REM. LONGITUDINAL RET. LOW POINT REO'D. LAMINATED STRAND LUMBER REO' S). LCHT RMV(D. UGHTWEIGHT R.O. LEVEL, LAMINATED VENEER WMBER MACHINE S.C. MANUFACTURE(R)(D) SCHED. MASONRY SECT. MATERIAL SIM. MAXIMUM S.L MECHANICAL SLV MECHANICAL/ELECRICAL/PWMBING S.O.G. MINIMUM SP. MISCELLANEOUS SPEC(S). MICROLLAM S-P -F MIWMETER SQ. MASONRY OPENING S.S. METAL ST. STD. STIFF. STD. ST_ STRUCT. SUPP. SVC. S.W. SYM. NORTH( -SOUTH) NATIONAL DESIGN SPECIFICATION NOT IN CONTRACT NONMETAWC NUMBER NOMINAL NEAR SIDE. NON - SHRINK NOT TO SCALE NORMAL WEIGHT OR APPROVED EQUIVALENT ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING OPPOSITE OVERSIZED POWDER- ACTUATED FASTENER PARALLEL PARTIAL (JOINT) PENETRATION POUNDS PER CUBIC FOOT PIECE(S) PENE PERPENDICULAR PARALLAM PLATE POUNDS PER LINEAL FOOT PREFABRICATED PREUMINARY PROPRIETARY PRESTRESSED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND WMBER POINT POST - TENSIONED STRUCTURAL SHEET WHERE SECTION IS DRAWN TM B TEMP. . THK. T.L. T.O. T.O.C. T.O.F. T.O.M. T.O.P. T.O.S. T.O.W. TPG. TRANS. TIP. ULT. U.N.O. VERT. W W/ W/O WD. W.F. W.P. WT. W.W.F. ZN . ZN. RADIUS REINFORCED CONCRETE REFER TO (REFERENCE) RECOMMEND(ED) REINFORCE(ENT)(ING)(D) REMAIN RETURN REQUIRED REQUIREMENT(S) REMOVED) ROUGH OPENING SOUTH SLIP CRITICAL SCHEDULE SECTION SIMILAR SNOW LOAD SHORT LEG VERTICAL SLAB -ON -GRADE SPACE(S) SPECIFICATION(S) SPRUCE- PINE -FIR SQUARE STAINLESS STEEL STRAIGHT STANDARD STIFFENER STANDARD STEEL. STRUCTURAL SUPPORT SERVICE SHEAR WALL SYMMETRICAL TOP TOP AND BOTTOM TEMPERATURE THICK(NESS) TOTAL LOAD TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF MASONRY TOP OF (PIER, PILASTER) TOP OF (STEEL. SLAB) TOP OF WALL TOPPING TRANSVERSE TYPICAL ULTIMATE UNLESS NOTED OTHERWISE VERTICAL WEST WITH WITHOUT WADE, WOOD WIDE FLANGE WORK POINT, WATERPROOFING WEIGHT WELDED WIRE FABRIC CROSS (BRACING) YARD ZINC This drawing together with any and all additions, correc- tions, changes and alterations thereof is the property of Climax Molybdenum Co. and is furnished on the express condition that it shall not be reproduced, copied, lent, or disposed of directly or indirectly, nor used for any other purpose than for which it is specifically furnished without prior written consent of said Climax Molybdenum Co. REFERENCE DRAWINGS DESCRIPTION OF REVISION 2 3 4 5 DATE BY SCALE PLOT SCALE INVERT OF SCALE COMPUTER FILE: .DWG PAPER SIZE D ENGINEER: DRAWN BY: CHECKED BY: APPROVED BY: APPROVED BY: DATE CLIMAX MOLYBDENUM COMPANY 19302 COUNTY ROAD No. 3 PARSHALL, CO (303) 569 -3221 SHEET No. NO. EMS 4508 847Hw11 X082 EWE 9 RH 4 1M a 19308 6 ESN 7 ®088 B - D18UE8 DATI m -1a-10 00 -2240 06 -90-10 00 -0(-10 C73-10-10 11-09 -10 11 -24-10 12-17 -to 01 -12-11 65-06 -11 1't09R 10111 10l1/2110112 03051123211011 MOUE MOM EIMUL 11222312013 69 9 694 M2021) MOW BAUR & ASSOCIATES CONSULTING ENGINEERS 2551 31st Street Boulder, CO 80301 303- 444 -9121 (7 303 <15 -1070 (t) v.Kbaus.mm m.Oee swam m. ereth. d o. .aka -4 e eh limo no* Qs ahem. W . a m..r...L as oat be lost the .-a.e a Qt Tr. the nel of the maw, N Measles -2 Y melba ea ,tb W Wen w--at .ns a....r. PNOINCT: LJME PROJECT 1 HENDERSON LILL W3O2 COUNTY RD. NO. PARSHALI, CO NOM CNISCICCD: 0B -LB-SO NEB AS TNRAINN0 ABBREVIATIONS AND BAR BENDING DUALS SCALE: LRiOJ8C1' No: NOM) 10023 DBAMINO NO. 11.2 HENDERSON MILL SITE LIME SLAKER PROJECT DWG No. REV. Let.