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SLAB REINF WHERE OCCURS SAWCUT JOINT, DEPTH = 1/4 G B D fl SLAB SEE OF SLAB THICKNE55 PDN PLAN Q Q W CONTROL JOINT DESIGN GROUP, INC. C� UNDERLAYMENT SEE FON PLAN COORDINATE LOCATION OF GAP YV LAYOUT OF 40 1/2" MIN) R C }I I i C i U R SLAB REINF 1'-O„ ± „ ± SAWCUT JOINT WHERE OCCURS LA GAP LA SAWGUT JOINT, DEPTH = 1/4 R4' N G I N R I N G SLAB SEE OT= SLAB THICKNESS PDN PLAN R Q 9806 Old Winery Place, Suite 1 o a 5L1F CONTROL JOINT � R R 01-I-5�T Sacramento, California 95827 180o HOOK Tel 916.854.9901 Fax 916.854.9840 Lul �O HOOK D = DIAMETER OF BAR 1/2"0 x2'-O" LONG SMOOTH R = RADIUS OF BEND MEASURED ON THE INSIDE OF BAR DOWEL AT-2'-O" O.G. WARP OR =2 1/2 D FOR #2 ONLY Q�OFESS/p� OPTION: x 2'O" DOWELS SEE T=ON PLAN E ONT = 3D FOR #3 THROUGH #a ��`��0�•A' ti(%r�iT,.•Fy = 4D FOR #d THROUGH #11 :. IN 1/2"x2'-O" THIN WALL PVC PIPE I CL SLAB SEE = SD FOR #14 #18 �: No. C34833 e� SLAB REIN= T=ON PLAN * Exp. 9-30-03 WHERE OCCURS cy OONSTROOTION JOINT SPLICE LENGTH! OF CA \1 so. °oe soe ,maa •,maa ,mrr.� PER TABLE TEN51ON LAP 5FL ICE NOTES: Consultants ;6" MAX ------ I. THIS TABLE FOR USE WITH NORMAL WEIGHT HARDROCK CONCRETE AND GRADE,60 UNCOATED REINP, EXCEPT FOR #3 BARS (GRADE 40). FOR LIGHTWEIGHT AGGREGATE CONCRETE, USE 1.3xL, TOP OF SLAB TYP SPL I OE WHERE L = BASIC LAP LENGTH SHOWN IN TABLE. 40 BAR LAP TYP 2. CLASS A - HALT= OR LESS OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH. O�� TYP GONG 57REN67H = 4000 i'51 GONG 57REN67H = 2500 P51 — 3000 P51 GLA55 B - MORE THAN HALF OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH. d mph e UNDERLAYMI=NT AT AARI=HO05E BAR LAP TOP BARS OTHER BARS BAR LAP TOP BARS OTHER BARS 5 CLAS CASE I CASE-2 CASE I CASE-2 SIZE LAS CASE I GA5E2 CASE I GA5E2 3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN I2" OP CONCRETE CAST IN THE MEMBER BELOW THE BAR. ALL OTHER BARS ARE CONSIDERED BOTTOM BARS. � A 2 IS !2 14 #3 A I,6 23 2 IS 2" GALTRANS GLASS u B I 24 12 18 B 20 30 I 23 M�tn 4. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.75xL OR 12" MINIMUM. 2 AGGREGATE BASE STD 4O° HOOK PER #4A 25 3-1 14 28 #4A 31 47 24 3PER501 LS REPORT TOP OF SLAB � B 32 48 25 37 B 41 1 31 47A 31 4,6 24 3,6 A 3�r Sd 30 45 5• LAPSPLICES OT= INDIVIDUAL BARS WITHIN A BUNDLESHALL BE 12xL POR THAT BAR IN A DOU�LI= L�YI #5 B 51 60 31 4,6 #5 B 51 7,6 30 Sd 3-BAR BUNDLE AND 1.3xL FOR A 4-BAR BUNDLE. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED �G A 37 55 31 43 A 51 70 3 54 AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE dA, D' d#P D 4o D BEND ALT BARS 1� B 46 72 37 55 B I -r1 47 70 STAGGERED SUCH THAT THEY DO NOT OVERLAP. Q a ONOESLA i MENT A7 OFFICE AS SHOWN #7 A 52 7a 40 0 #7 A A16 44 51 7 6. COMPRESSION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 00 BARS, mea mpg dna BUSE 30 BAR DIAMETER. #8 B b0 120 A2 42 #8 B 101 152 �8 d0 4" CRUSHED ROCK 2" GLEAN SAND #4 A 70 104 54 W #4 A ba 132 a 102 7. GASES I AND2 ARE DEFINED A5 i=OLLOWS: PER SOILS REPORT B 40 136 70 104 B 114 172 ba 132 OVER VAPOR BARRIER BEAMS OR COLUMNS: #5 TYP AT BEND 7b A 117 ,60 dr0 A drdr 14dr 7,6 114 #10 #10 CASE I: COVER AT LEAST 1.0 db AND CENTER TO CENTER SPACING AT LEA5T2.0 db B 102 153 7a 117 B ltd 143 `rar 144 GA5E2: COVER LESS THAN 1.0 db OR CENTER To CENTER SPACING LESS 7HAN2.0 db SINGLE LAYER #II B �3 170 87 130 7 130 A-1 too #II B 143 A 110 �4 110 5 5 125 ALL OTHER MEMBERS: CASE I: COVER AT LEAST 1.0 db AND CENTER TO CENTER SPACING AT LEAST 3.0 db FLOOR SLAB JOINTS ANS �)Nl�)ERLAYMENT 7-7"F REIN1= AT CORNERS ANIS IN7ER5E07I0N5 REINFOROEMENT BENS ANS 5FLICE DE7AIL5 GA5E2: COVER LE55 THAN 1.0 db OR CENTER TO CENTER SPACING LESS THAN 3.0 db CjI I NOT TO SCALECjI I NOT TO SCALE SII NOT TO SCALE a. db - INDICATES THE BAR DIAMETER F—� V J F� M� Qz w TRENCH SHALL NOT UNDERMINE Q Z PIPE SLEEVE T=007I NGIL N � PIPE IN51DE PAGE OF PANEL O z U AS DETAILED ELSEWHERE o �D + fn N BACK I 1 I/2" zol Ib" MIN I. PILL No. Revision Date y- T=OOTING BASE PLATE COORDINATION 00/00/04 + + COLUMN Q" MIN METAL PIPE SLEEVE WITH 1.0 3/4" x I'-0" LONG I" GREATER THAN O.D. OF PIPE. NO EXCAVATION FOR THREADED RODS IN 24" MIN - 3b" MAX ENCASE PIPE SLEEVE (BELOW PIPE TRENCH BELOW + DRILLED EPDXY T=ILLED INDICATES AREA OF T=OOTIN(5) PRIOR TO PLACING FOOTING THIS LINE HOLE. ,6" MIN EMBED CONCRETE AROUND PIPE INTO F76 (TOTAL OF 4) ELEVATION SECTION FIFE ANO TRENCH LOCATION E EPDXY AT PERIMETER OOL 5A5E FLATS CjI I NOT TO SCALE jI I SECTION SCALE: I I/2"=I'-0" Client �� -- -- - - - M sie Com any 1801 Tribute Road Sacramento, CA 95815 PH 916 923 4000 FX 916 923 4664 Sheet Title TYPICAL NOTES AND DETAILS Date Project No. 03/06/03 MO1-2089 Drawn By Sheet No. DG Checked By DG S1 •