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a <br />0 <br />0 <br />cYi <br />0 <br />04 <br />N <br />T <br />O <br />N <br />C) <br />O <br />T <br />H <br />,; <br />CLASS B TENSION SPLICE LENGTHS <br />COMP. BARS <br />CONC PSI <br />fc--ZM/3,000 PSI <br />fc = 4,000 PSI <br />fc = 5.000 PSI <br />fc =1 3,000 <br />BAR <br />SIZE LocAnoN <br />(METRIC) <br />REGULAR <br />TOP <br />REGULAR <br />TOP <br />REGULAR <br />TOP <br />LAPW/ <br />ENCLOSED <br />SPIRAL <br />TIES <br />#3 (10) <br />24" <br />31" <br />19" <br />24" <br />17" <br />22" <br />12" <br />12" <br />#4 (13) <br />32" <br />41" <br />25" <br />32" <br />22" <br />29" <br />15" <br />12" <br />#5 (16) <br />39" <br />51" <br />31" <br />40" <br />28" <br />36" <br />19" <br />14" <br />#6 (19) <br />47" <br />61" <br />37" <br />48" <br />33" <br />43" <br />23" <br />17" <br />#7 (22) <br />69" <br />89" <br />54" <br />70" <br />49" <br />63" <br />26" <br />20" <br />#8 (25) <br />78" <br />102" <br />62" <br />80" <br />55" <br />72" <br />30" <br />23" <br />#9 (29) <br />88" <br />115" <br />70" <br />91" <br />63" <br />81" <br />34" <br />25" <br />#10 (32) <br />99" <br />129" <br />79" <br />102" <br />70" <br />91" <br />38" <br />28" <br />#11 (36) <br />1 110" <br />143" <br />87" <br />113" <br />78" <br />1 101" <br />1 42" <br />31" <br />NOTES: <br />1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE <br />IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. <br />2. LAP SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES PER LATEST EDITION OF ACI 318 <br />UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS OR SCHEDULES. <br />3. CONTACT STRUCTURAL ENGINEER IF CLEAR SPACING OF REINFORCEMENT IS LESS THAN OR S <br />EQUAL TO 2 BAR DIAMETERS ( 2db), OR IF CLEAR COVER IS LESS THAN THE BAR DIAMETER <br />(db). <br />4. THIS TABLE IS BASED ON NORMAL WEIGHT CONCRETE. <br />5. FOR ADDITIONAL INFORMATION, SEE G.S.N., PLANS, SCHEDULES AND DETAILS. <br />LAP SCHEDULE FOR REINFORCING STEEL IN CONCRETE <br />M" <br />TYPICAL KEY IN CONCRETE <br />201-31.01 NO SCALE <br />1. CONCRETE. <br />2. KEYED JOINT - REMOVE FORM <br />MATERIAL PRIOR TO PLACING <br />ADJACENT CONCRETE. <br />REBAR <br />SIZE <br />(METRIC) <br />REBAR <br />GRADE <br />MASONRY LAP SPLICE LENGTH <br />STEEL AT CENTER <br />OF WALL <br />STEEL AT FACE <br />OF WALL <br />& BOND BEAMS <br />6" BLK <br />8" BLK <br />12" BLK <br />8" BLK <br />12" BLK <br />#4 (13) <br />40 <br />20" <br />20" <br />20" <br />20" <br />20" <br />#4 (13) <br />60 <br />1 21" <br />21" <br />21" <br />26" <br />26" <br />#5 (16) <br />60 <br />32" <br />26" <br />26" <br />40" <br />40" <br />#6 (19) <br />60 <br />N/A <br />43" <br />43" <br />54" <br />54" <br />#7 (22) <br />60 <br />N/A <br />60" <br />60" <br />N/A <br />63" <br />#8 (25) <br />r 60 <br />N/A <br />N/A <br />72" <br />N/A <br />72" <br />SPLICE BARS AS OCCURS. <br />� � W <br />STEEL AT CENTER OF WALL STEEL AT FACE OF WALL 4� <br />NOTES: <br />1. LAPS APPLY TO BOTH VERTICAL AND HORIZONTAL REINFORCING. <br />2. PROVIDE BENT BARS TO MATCH HORIZONTAL BOND BEAM REINFORCING, AT CORNERS AND <br />WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY. <br />3. DO NOT SPLICE HORIZONTAL BARS WITHIN W-O" OF CONTROL JOINTS. <br />4. FOR LADDER TYPE HORIZONTAL REINFORCING, SEE G.S.N. <br />5. LAP LENGTHS ARE BASED ON A CALCULATED STEEL STRESS (fs) NOT EXCEEDING 80 PERCENT <br />OF THE ALLOWABLE STEEL STRESS (Fs). <br />ULTIMATE STRENGTH OR WORKING STRESS <br />I MASONRY LAP SPLICES FOR REINFORCING STEEL - 2006 2009 IBC <br />501-103 NO SCALE <br />.1, <br />(' <br />(3) <br />1. <br />» <br />MASONRY WALL <br />2. <br />BOND BEAM REINFORCING. <br />3. <br />CORNER BARS SAME SIZE AND <br />SPACING AS HORIZONTAL <br />REINFORCING - LAP PER G.S.N. <br />(24- MINIMUM). <br />4. <br />SINGLE BAR REINFORCING WHERE <br />OCCURS. ALTERNATE BEND OF <br />CORNER BARS AT INTERSECTION. <br />2 <br />NOTE: (4) II �(2) NOTE: <br />ALL DIMENSIONS ARE t 1/2". I SEE TYPICAL DETAIL FOR <br />(2) NON -TOOTHED ABUTTING <br />WALLS AS OCCURS. <br />101-03 NO SCALE <br />MASONRY BOND BEAM AT INTERSECTING WALLS <br />510-01 NO SCALE <br />6 MIN <br />1. BOND BEAM PER G.S.N. (1) (2) -� 1 1. LAP - SEE G.S.N. <br />2. MASONRY WALL - FOR TOP 2. MAXIMUM 1/5 LAP BUT NOT <br />OF WALL, SEE ARCH'L MORE THAN 6". <br />� BAR OFFSET 3. WIRE TIES. <br />(3) (4) 5. RADM RADIUS--3dFOR BARS NOT OVER <br />#8; 4d FOR #9, #10 AND #11 <br />BARSALL <br />5d FOR AL AND #18 <br />BARS. 5d FOR GRADE 40 <br />SPLICE DETAIL BAR CLEARANCE BARS WITH 180 DEGREE HOOK. <br />6. 4d (4" MINIMUM). <br />7. 12d (90 DEGREE HOOK). <br />"(I" 5 (6) r B. 6d (4" MINIMUM). <br />9. 135 DEGREE BEND. <br />1 "d„ (-d" li ^ 10. BEND AROUND 1 1/2" PIN FOR #3 <br />/ ♦-' BARS. BEND AROUND 2" PIN FOR <br />\5) 45L #4 BARS. BEND AROUND 2 1/2" <br />2) PIN FOR #5 BARS. <br />11. ROTATE TIE LOCATION 90 <br />BEND AND HOOK DETAILS (5) DEGREES EACH COURSE <br />BOND BEAM IN MASONRY WALL PARAPET <br />(8) (9) (8) (9) <br />FOR ADDITIONAL INFORMATION, (11)(9) (9) <br />SEE ARCH'L DRAWINGS. <br />(10) cc (10) <br />6 Ci6c <br />COLUMN TIES BEAM STIRRUPS <br />518-02 NO SCALE <br />TYPICAL CONCRETE REINFORCING BAR DETAILS <br />401-07 NO SCALE <br />THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY - NOT FOR CONSTRUCTION <br />OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED im <br />WRITTEN SIGNATURE. <br />PROJECT NUMBER 12-994 <br />PROJECT MANAGER RAD <br />PROJECT ENGINEER APB <br />PROJECT DRAFTER DB <br />CARUSO - TURLEY- SCOTT- INC <br />consulting structural engineers <br />1215 West Rio Salado Parkway, Suite 200 <br />Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) <br />www.ctsaz.com <br />BAKERY CAFE: <br />#1693 <br />SYSTEM: G3 GLOW <br />PROTOTYPE UPDA E.. 2012 1 <br />M 1- <br />W <br />W �O <br />W <br />W <br />J <br />z � <br />Z <br />W W <br />0 <br />W <br />(rill <br />J � <br />7 <br />I- 0 9 <br />TZ <br />a � <br />LL <br />% <br />`00 <br />C) 0 0°00 <br />0 <br />(� o (/� LL. Q o y <br />O <br />✓ <br />® 0 2 c ►� <br />V° LU C f2 °Q <br />o 3 O c Z <br />!Y °o <br />V <br />d °O�o <br />LO <br />W M <br />M <br />(M <br />LL <br />J J <br />Q r m J <br />W W Q <br />Z LL <br />N a <br />WN V ti <br />Q <br />jtm <br />M9 <br />PERMIT/BID SET <br />ISSUED 09.26.12 <br />_0 <br />LU <br />01 <br />ISSUE DATE: 08.30.12 <br />PROJECT NUMBER: 120705 <br />DRAWN BY: Amel Fazlic <br />DPM: Jennifer A. Richter <br />DM: R. Lance Willis <br />CPM: Pete Ott <br />SHEET NO: <br />S-1.2 <br />TYPICAL <br />DETAILS <br />12994-S12 <br />