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SAWED JOINT TO EDGE BEFORE REMOVING <br />BE FILLED WITH BULKHEAD EDGE TO METAL KEY <br />FIELD MOLDED 1/4" MAX. MATCH CONSTRUCTION T/10 (3/4" MIN.) BULKHEAD OF <br />FILLER -SEE SPECS. JOINT 2" LUMBER <br />T/4 MIN. <br />c J4 <br />IVA <br />4.. v ° 4 ° I dam \Z. <br />a ° ° <br />VAPOR BARRIER BREAK BOND TO LATER <br />SAWED CONTROL JOINT DETAIL POUR BY APPLYING CURING <br />COMPACTED FILL COMPOUND TO THE SIDES <br />OF THE EARLIER POUR <br />BULKHEAD DETAILS FOR CONSTRUCTION JOINT <br />MAX. = 15'-0" <br />IRA <br />10 <br />NOTES: <br />ElSTRIPS <br />CAST FIRST 1. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MINIMUM <br />COMPRESSIVE STRENGTH AS INDICATED ON THE "CONCRETE AND <br />SAWED CONTROL JOINT REINFORCING" NOTES. <br />2. SUPERPLASTICIZER SHALL BE USED IN SLAB ON GRADE <br />CONCRETE - SEE SPECIFICATIONS. <br />3. SLAB ON GRADE CONCRETE MIX SHALL HAVE A WATER -CEMENT <br />CONSTRUCTION JOINT RATIO AS INDICATED IN SPECS AND OR NOTES. <br />4. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 5'-0" <br />® INFILL AWAY FROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL. <br />STRIPS 5. SAW CUTTING SHALL BE DONE WITH A POWER SAW WITH A <br />MASONRY CUTTING BLADE. CUTTING SHALL BE DONE AS SOON <br />AS CONCRETE HARDENS ENOUGH SO THAT THE BLADE DOES NOT <br />DISLODGE THE AGGREGATES. <br />SLAB PLACEMENT SEQUENCE 6. WHERE SAWCUT IS DISCONTINUED AT A TRANSVERSE JOINT, STOP <br />CUT 2" SHORT. <br />7. SLAB REINFORING NOT SHOWN FOR CLARITY. <br />TYPICAL SLAB ON GRADE JOINT DETAILS 3-201 <br />MECHANICAL EQUIPMENT <br />MIN. <br />1-#5 CONT. <br />I <br />FINISH <br />' -III-III` <br />N <br />_�L 2-#5 CONT. <br />1'-0" <br />NOTE: <br />THE EXACT SIZE, SHAPE AND LOCATION OF ALL EQUIPMENT <br />(HOUSEKEEPING) PADS SHALL BE DETERMINED BY THE <br />CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR THE <br />EQUIPMENT. <br />u� <br />t <br />SLAB ON GRADE REINF. W/ <br />W. W. F. 4 X 4 - W4.0 X W4.0 <br />MACHINE Z EQUIPMENT SLAB ON GRADE DETAIL <br />f'c=4000 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 />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 />1 113 <br />87 <br />66 <br />1-#5 CONT. <br />I <br />2-#5 CONT. <br />STAIR — <br />STRINGER <br />ANCHORED ANGLE IN <br />DEPRESSION. WELDED <br />TO STRINGER <br />r W.W.F. <br />�I <br />^� I <br />8" 8" NOTE 1 <br />2-#5 CONT. <br />8" OR LARGER <br />MASONRY NON - <br />BEARING PARTITION <br />J!—\- . 11 — <br />NOTE 2 <br />8" 80 NOTE 3 <br />2-#5 CONT. <br />t MIN. <br />2-#5 CONT. <br />111 AL\ • AL ► •1 <br />UNLESS NOTED ON PLANS: <br />1. SEE FOUNDATION NOTES FOR SLAB THICKNESS AND REINFORCING. <br />2. SLABS SHALL BEAR ON COMPACTED FILL. <br />3. COMPACTED FILL SHALL BE COVERED WITH VAPOR BARRIER. SEE SPECS. <br />4. UNDER MACHINE EQUIPMENT DEEPEN SLAB TO 8" AND ADD TWO LAYERS OF WELDED WIRE <br />FABRIC BOTTOM, U.N.O <br />5. FOR DEPRESSIONS - SEE ARCHITECTURAL DRAWINGS. <br />6. AT CONSTRUCTION JOINTS USE WOOD FORMS WITH SHEAR KEYS. <br />7. STOP WIRE MESH AT CONSTRUCTION JOINTS. CUT EVERY OTHER WIRE AT SAWCUT JOINT. <br />8. WHERE SLAB IS DOWELD INTO WALL, FIRST SLAB CONSTRUCTION JOINT TO BE NOT MORE <br />THAN 15 FEET FROM WALL. <br />9. FOR EXPANSION JOINT LOCATION SEE PLAN. FOR DETAILS SEE ARCHITECTURAL DRAWINGS. <br />TYPICAL SLAB ON GRADE DETAILS <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. CONC. 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) <br />2" <br />OTHER SURFACES <br />(TO TIES) <br />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 />TYPICAL CONCRETE COVER <br />13-2041FOR REINFORCING BARS 13-0641 <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 />TENSION AND COMPRESSION LAP SPLICES FOR CONCRETE <br />& K.O. BEAM REINFORCEMENT F'c= 4000 PSI <br />13-06E <br />9 GAGE TRUSS <br />TYPE REINF. <br />16" O.C. VERT. <br />JGG r�r�iv rlrvv <br />SECTIONS <br />ELEVATION PLAN <br />NOTES: <br />1. PROVIDE INSPECTION PORT AT BOTTOM OF LIFT. IF GROUT LIFT IS <br />GREATER THAN 4'-0". <br />TYPICAL MASONRY WALL DETAIL <br />SCALE: 3/8" = V-0" <br />14-0011 <br />1-#5 CONT. <br />1" MIN. T FIN. FLOOR <br />2" MAX. FINISH EL= SEE PLAN X. <br />GRADE d <br />d a x <br />"12 <br />1'-4w <br />MIN. <br />EXTERIOR <br />PLATFORM <br />��III���IIIIIII� a . o � <br />N <br />M U <br />2-#5 CONT. it 0. <br />BOTTOM <br />ADJACENT TO CONC PAVEMENT <br />13-202:] <br />1-#5 CONT. <br />TOP <br />CONC PAVEMENT <br />SEE SITE DWGS. <br />1-#5 CONT. <br />TOP <br />FINISH GRADE <br />SEE SITE DWGS. <br />T FIN. FLOOR <br />EL= SEE PLAN _01 <br />oz I�III���I, <br />2-#5 CONT. 1'-0" <br />BOTTOM <br />ADJACENT TO NON —CONCRETE <br />SLAB ON GRADE EDGE13-007] <br />SCALE: 3/4" = 1'-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 />NOTES: <br />CONCRETE COVER SHALL BE PER DETAIL 3-064/S3.01 <br />SEE NOTE #2 ON S1.01 FOR CONCRETE TYPE INFORMATION <br />TENSION AND COMPRESSION LAP SPLICES FOR <br />CONCRETE FOUNDATIONS & K.O. BLOCK BOND <br />BEAM REINFORCEMENT F'c= 3000 PSI <br />CAULK EA. SIDE <br />OF JOINT <br />■■�; <br />�■■EN <br />..r. <br />;�■■■■�■■■■�IM■■■■�■■■■�■■ <br />�....■...■�el■■....r. <br />■�■■g <br />�.. <br />[ : <br />> <br />PREMOLDED —� `—VERT. WALL <br />RUBBER INSERT REINF. SEE PLAN <br />AT REGULAR BLOCKS <br />NOTE: DISCONTINUE HORIZ REINF AT JOINT <br />CAULK EA. SIDE <br />OF JOINT 1-5/800 X 3'-0" SMOOTH <br />PREMOLDED BARS, GREASE ONE END TO <br />RUBBER INSERT BREAK BOND <br />STOP HORIZ. REINF. OF--j -WIRE TIE BARS ON <br />CONC. BM./KNOCK-OUT ONE SIDE OF JOINT <br />BLOCKS 0 JOINT EXCEPT V�VERT. WALL <br />0 ROOF DIAPHRAGM REINF. SEE PLAN <br />AT CONC. BM'S/KNOCK—OUT BLOCKS <br />NOTE: DISCONTINUE HORIZ REINF AT JOINT <br />MASONRY CONTROL JOINT <br />SCALE: 1" = 1'-0" <br />NOTE: <br />1. MAXIMUM SPACING OF CONTROL JOINT EQUALS 14-0021 <br />25'-0" OR THREE TIMES WALL HEIGHT (WHICH <br />EVER IS SMALLER) <br />13-065 <br />HV) <br />F- <br />O <br />}} W J <br />ZI_WV� <br />O—WX0 <br />UV)VU_V) <br />EW ZOOf— <br />w <br />LLI <br />zoom <br />w O <br />Q V) <br />cr ccw(� <br />000w <br />N0ZV)Z <br />U Z W <br />oU_- <br />O =En <br />OZU�Z <br />_ =off <br />V) V) 0 Q <br />z0 i.-NX0 <br />F U O V) <br />Vi03- <br />0zLLj1­-z <br />QZZ Z Z <br />XE5—E J <br />Z OZoO a <br />Uj <br />W-lWLjj2 <br />a�UN Z m UaC'~ O <br />f- W W Z <br />J2�OOf Jv <br />tL V2WwowW W <br />O Q�mJ <br />� Owop w <br />O(nF<b <br />w 0 C) Z) O <br />V) Z m a Z O <br />J�OU �x <br />QZUO <br />Z <br />ARMANDO A. CASTELLON, P.E. <br />FL. LIC. 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