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SAWED JOINT TO EDGE BEFORE REMOVING STAIR <br />BE FILLED WITH » BULKHEAD EDGE TO » METAL KEY STRINGER 1-#5 CONT. <br />TOP <br />FIELD MOLDED 1 /4 MAX. MATCH CONSTRUCTION T/10 (3/4 MIN.) BULKHEAD OF ANCHORED ANGLE IN 84," OR LARGER CONC PAVEMENT <br />FILLER -SEE SPECS. JOINT 2" LUMBER DEPRESSION. WELDED MASONRY NON- SEE SITE DWGS. <br />T/4 MIN. TO STRINGER BEARING PARTITION 1-#5 CONT. <br />1" MIN. T FlN. FLOOR J. <br />a ° W.W.F. t NOTE 5 2" MAX. FINISH E = SEE PLAN -ac <br />d a _ <br />�. <br />d te a. N GRADE 11=III—_III 1 � a b z 11=III—I I I <br />d a d Q ae \Z <br />d. d a F 24 a x. t x--x- x—x-x- rt x .-,max XA . x_x- -x x-x-x�-x *�-x� -. x-X-x-x -III-III 1 -I 11= I I <br />° a \ i x—x. °x <br />4 °. <br />04 <br />LIJ NOTE 2 <br />�=III=III=III=III=III=III= 11=III=III=III=11 2d OR 2-#5 CONT. <br />VAPOR BARRIER BREAK BOND TO LATER 8» 8" NOTE 1 8" 8» NOTE 3 t MIN. » BOTTOM <br />SAWED CONTROL JOINT DETAIL POUR BY APPLYING CURING 12 <br />COMPACTED FILL COMPOUND TO THE SIDES 2-#5 CONT. 2-#5 CONT. 2-#5 CONT. ADJACENT TO CONC PAVEMENT <br />OF THE EARLIER POUR <br />MIN. <br />BULKHEAD DETAILS FOR CONSTRUCTION JOINT <br />MAX. = 15'-0" AT STAIR HAUNCH AT PARTITION AT DEPRESSION EXTERIOR 1-#5 CONT. <br />o �{ u.N.o NOTES: TOP <br />(NO JOINTS PLATFORM <br />❑ STRIPS FINISH GRADE <br />CAST FIRST 1. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MINIMUM <br />411 COMPRESSIVE STRENGTH AS INDICATED ON THE "CONCRETE AND SEE SITE DWGS. <br />o7171 <br />11 REINFORCING" NOTES. UNLESS NOTED ON PLANS: T FlN. FLOOR <br />X SAWED CONTROL JOINT E = SEE PLAN - <br />a Z - -- - 2. SUPERPLASTICIZER SHALL BE USED IN SLAB ON GRADE x is x d` <br />M D _ CONCRETE - SEE SPECIFICATIONS. 1. SEE FOUNDATION NOTES FOR SLAB THICKNESS AND REINFORCING. <br />-- - 3. SLAB ON GRADE CONCRETE MIX SHALL HAVE A WATER -CEMENT 2. SLABS SHALL BEAR ON COMPACTED FILL I —I I—� I I 1I- <br />- _ _ CONSTRUCTION JOINT RATIO AS INDICATED IN SPECS AND OR NOTES. 3. COMPACTED FILL SHALL BE COVERED WITH VAPOR BARRIER. SEE SPECS. -III=III- 1 -I <br />4. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 5'-0" 4. UNDER MACHINE EQUIPMENT DEEPEN SLAB TO 8" AND ADD TWO LAYERS OF WELDED WIRE <br />AWAY FROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL. FABRIC BOTTOM, U.N.O a <br />- -- - - ® INFILL 5. SAW CUTTING SHALL BE DONE WITH A POWER SAW WITH A 5. FOR DEPRESSIONS -SEE ARCHITECTURAL DRAWINGS. <br />STRIPS MASONRY CUTTING BLADE. CUTTING SHALL BE DONE AS SOON 6. AT CONSTRUCTION JOINTS USE WOOD FORMS WITH SHEAR KEYS. 2-#5 CONT. <br />7. STOP WIRE MESH AT CONSTRUCTION JOINTS. CUT EVERY OTHER WARE AT SAWCUT JOINT. BOTTOM <br />AS CONCRETE HARDENS ENOUGH SO THAT THE BLADE DOES NOT <br />DISLODGE THE AGGREGATES. 8. WHERE SLAB IS DOWELD INTO WALL, FIRST SLAB CONSTRUCTION JOINT TO BE NOT MORE <br />SLAB PLACEMENT SEQUENCE 6. WHERE SAWCUT IS DISCONTINUED AT A TRANSVERSE JOINT, STOP THAN 15 FEET FROM WALL <br />CUT 2" SHORT. 9. FOR EXPANSION JOINT LOCATION SEE PLAN. FOR DETAILS SEE ARCHITECTURAL DRAWINGS. ADJACENT TO NON -CONCRETE <br />7. SLAB REINFORING NOT SHOWN FOR CLARITY. <br />TYPICAL SLAB ON GRADE JOINT DETAILS13-2011TYPICAL SLAB ON GRADE DETAILS13-2021SLAB »ON GRADE EDGE13—OOZ] <br />SCALE: 3/4 = 1'-0" <br />FI I -'_ " ------ I <br />MECHANICAL EQUIPMENT <br />1'-6" 1'-6" <br />MIN. - MIN. <br />1-#5 CONT. I I 1-#5 CONT. <br />FINISH t' . <br />X x X m M, <br />GRADE I III, III II11I I I-1 <br />N <br />z <br />2-#5 CONT. 2-#5 CONT. <br />SLAB ON GRADE REINF. W/ <br />\'� <br />1'-0" W. W. F. 4 X 4 - W4. 0 X W4.0 <br />f'c=3000 PSI, NORMAL WEIGHT <br />TENSION LAP SPLICES <br />COMPRESSION <br />LAP SPLICES <br />BAR <br />SIZE <br />LAP <br />CLASS <br />LAP SPLICE LENGTH <br />TOP BARS <br />OTHER BARS <br />#3 <br />B <br />28 <br />22 <br />21 <br />#4 <br />B <br />37 <br />29 <br />27 <br />#5 <br />B <br />47 <br />36 <br />30 <br />#6 <br />B <br />56 <br />43 <br />36 <br />#7 <br />B <br />81 <br />63 <br />42 <br />#8 <br />B <br />93 <br />72 <br />48 <br />#9 <br />B <br />105 <br />81 <br />54 <br />#10 <br />B <br />118 <br />91 <br />60 <br />#11 <br />B <br />131 <br />101 <br />66 <br />NOTE: LAP ALL BARS ACCORDING TO ACI CODE OR THIS SCHEDULE. <br />NOTE: NOTES: <br />THE EXACT SIZE, SHAPE AND LOCATION OF ALL EQUIPMENT CONCRETE COVER SHALL BE PER DETAIL 3-064/S3.01 <br />(HOUSEKEEPING) PADS SHALL BE DETERMINED BY THE SEE NOTE #2 ON S1.01 FOR CONCRETE TYPE INFORMATION <br />CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR THE <br />EQUIPMENT. TENSION AND COMPRESSION LAP SPLICES FOR <br />TYPICAL CONCRETE COVER CONCRETE FOUNDATIONS & K.O. BLOCK BOND <br />FOR REINFORCING BARS BEAM REINFORCEMENT F'c= 3000 PSI <br />MACHINE Z EQUIPMENT SLAB ON GRADE DETAIL13-2041 <br />CAULK EA. SIDE---\ <br />f'c=4000 PSI. NORMAL WEIGHT OF JOINT CONCRETE COLUMN <br />TENSION LAP SPLICES <br />COMPRESSION <br />LAP SPLICES <br />BAR <br />SIZE <br />LAP <br />CLASS <br />LAP SPLICE LENGTH <br />TOP BARS <br />OTHER BARS <br />#3 <br />B <br />24 <br />19 <br />21 <br />#4 <br />B <br />32 <br />25 <br />27 <br />#5 <br />B <br />40 <br />31 <br />30 <br />#6 <br />B <br />48 <br />37 <br />36 <br />#7 <br />B <br />70 <br />54 <br />42 <br />#8 <br />B <br />80 <br />62 <br />48 <br />#9 <br />B <br />91 <br />70 <br />54 <br />#10 <br />B <br />102 <br />79 <br />60 <br />#11 <br />B <br />113 <br />87 <br />66 <br />THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE <br />BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE <br />GREATER. <br />SLABS (LT.WT. CONIC. OR STONE CONC.) <br />1" <br />GIRDERS AND BEAMS (TO STIRRUPS) <br />1 1/2- <br />JOISTS (STONE OR LT.WT.) BOTTOM BARS <br />1 1/4" <br />TIED COLUMNS AND PIERS <br />SURFACE EXPOSED TO EARTH AND WEATHER <br />(TO TIES) 2" <br />OTHER SURFACES <br />(TO TIES) 1 1/2" <br />FOUNDATION ELEMENTS <br />FORMED SURFACES <br />2" <br />SURFACES PLACED AGAINST EARTH <br />3" <br />WALLS <br />SURFACES EXPOSED TO EARTH <br />2" <br />SURFACES EXPOSED TO WEATHER <br />1 1/2" <br />OTHER SURFACES <br />1" <br />H V) <br />O W J <br />a2z <br />Z�U <br />i= mwOW <br />V) OLLZ� <br />W <br />V)oo�m <br />W O <br />Qw¢ (no <br />WjrWV) <br />0 OON <br />�� <br />UZV)Z <br />H <br />U Z W <br />oz-Q <br />z <br />O WOU�Z <br />X:�20� <br />N NU Q <br />o �V�a <br />F U- O cn <br />a vio3� <br />0 Nw�Z z <br />Z QZZ Z <br />D:U— 1 <br />Z O�ZwO 0- <br />w <000 Z <br />LdP_<P0 <br />U W W Z <br />J 2IW—OJ'� <br />u- LL W W <br />Ld <br />in <br />O QomJ <br />LLOW0�� <br />0 (nF<0 <br />0 zma 0 <br />U QO<N Ld <br />O 'rWJti0 <br />Z Z 0?UO Z <br />i <br />U8 <br />>Q <br />a <br />Q <br />i i I I <br />9 GAGE TRUSS <br />TYPE REINF. O <br />16" O.C. VERT. <br />SEE PLAN <br />MINIMUM: 7 5/8" <br />X 16" COL. REINF. <br />W/ 4-#5 & #3 <br />8" O.C. TIES <br />rPArK FO(:F or, rui j (FVFRY� <br />_.;;; ;. <br />< ;•- ` <br />''' <br />` ;'_ <br />".:`' <br />I <br />I <br />I <br />I <br />z PREMOLDED VERT. WALL OTHER COURSE VERTICALLY) <br />RUBBER INSERT REINF. SEE PLAN AND PLACE REBAR AND POURCONCRETE COLUMN <br />AT REGULAR BLOCKS MONOLITHICALLY WITH CMU <br />NOTE: DISCONTINUE HORIZ REINF AT JOINT CELL ON EITHER SIDE (IYP.) <br />CAULK EA. SIDE <br />I i I i VERT. WALL REINF. OF JOINT <br />SEE PLAN AND 1-5/8"0 X 3'-0" SMOOTH <br />SECTIONS PREMOLDED BARS, GREASE ONE END TO <br />RUBBER INSERT BREAK BOND a <br />s <br />ELEVATION PLAN <br />NOTE: LAP ALL BARS ACCORDING TO ACI CODE OR THIS SCHEDULE. <br />NOTES: <br />CONCRETE COVER SHALL BE PER DETAIL 3-064/S3.01 <br />SEE NOTE #2 ON S1.01 FOR CONCRETE TYPE INFORMATION. <br />NOTES• <br />1. PROVIDE INSPECTION PORT AT BOTTOM OF LIFT. IF GROUT LIFT IS <br />GREATER THAN 4'-0". <br />WIRE TIE BARS ON <br />STOP HORIZ. REINF. OF ONE SIDE OF JOINT <br />CONIC. BM./KNOCK-OUT <br />BLOCKS ® JOINT EXCEPT VERT. WALL <br />F. SEE PLAN <br />® ROOF DIAPHRAGM REINF. <br />TYP. WALL REINF. SEE <br />PLAN (MIN. (1)-#5) <br />TENSION AND COMPRESSION LAP SPLICES FOR CONCRETE <br />& K.O. BEAM REINFORCEMENT F'c= 4000 PSI <br />TYPICAL MASONRY <br />C" L M SON WALL DETAIL <br />AT CONC. BM'S/KNOCK—OUT BLOCKS <br />CONCRETE COLUMN TO <br />MASONRY CORNER CONNECTION <br />NOTE: DISCONTINUE HORIZ REINF AT JOINT <br />MASONRY CONTROL JOINT <br />SCALE: 3/8 1'-0" <br />SCALE: 1" = V-0" <br />SCALE: 1" = 1'-0" <br />3— 06 61 <br />14-0011 <br />1. MAXIMUM SPACING OF CONTROL JOINT EQUALS 14-002 <br />25 -0 OR THREE TIMES WALL HEIGHT (WHICH <br />EVER IS SMALLER) <br />14-021] <br />0 <br />R ANDO A. CASTELLON, P.E. <br />FL. LIC. 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