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CONCRETE COVER SCHEDULE <br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" <br />CONCRETE EXPOSED TO EARTH OR WEATHER: <br />#6 OR LARGER 2" <br />#5 OR SMALLER 1 1 /2" <br />CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: <br />SLABS, WALLS, JOISTS (#11 AND SMALLER) 3/4" <br />BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) 1 1 /2" <br />CONCRETE FOR COASTAL EXPOSURES EXPOSED TO WEATHER: <br />WALL & SLABS 2" <br />OTHER MEMBERS 2 1/2" <br />MASONRY FILLED CELL, SEE PLAN <br />f- FOR REINF. (TYP.) <br />PROVIDE PREFAB. "L" <br />JOINT REINFORCING <br />AT ALL CORNERS <br />PLAN VIEW <br />SEE PLAN FOR <br />SLAB DESIGNATION <br />NDJACENT SLAB <br />)R FILL <br />N Z <br />MASONRY <br />O El E <br />PROVIDE PREFAB. "T" <br />JOINT REINFORCING AT <br />ALL T—INTERSECTIONS <br />PLAN VIES <br />12" 1 #5 CONT <br />THICKENED EDGE (T.E.) <br />N.T.S. r <br />TYPICAL MASONRY DETA LS <br />N.T.S. <br />I <br />I <br />I <br />fC— ---- <br />----- <br />- TIT <br />GROUT —FILLED CELLS — <br />L_I__L_ <br />__�__J__ —__�_ <br />�_ <br />_ 3000 PSI (TYPICAL) <br />x� <br />0 z Q <br />I I T <br />T tl <br />-r <br />I I <br />N <br />4 1 /2" x 4 1 /2" CUT <br />r II <br />m <br />II <br />I <br />II <br />MA >ONRY INSPECTION <br />& ;LEAN —OUT HOLE <br />hill <br />Flh <br />I <br />V I <br />DOWELS TO <br />MA -CH VERT. <br />TYPICAL MASONRY <br />FILLED <br />CELL <br />DETAIL <br />TERMINATE HORIZ. <br />REINF. AT THE JOIP <br />REINF. CELL OR CC <br />CONIC. SEE PLAN <br />CONSTRUCTION PAPER <br />ON ONE SIDE ONLY <br />CAULK AND PREMOLDED <br />FOAM BACKING ROD <br />FILL VOID SOLID WITH <br />MORTAR. <br />2" DEEP SAWCUT (OR 1/3 x SLAB SEE PLAN FOR SLAB <br />THICKNESS) WITHIN 24 HOURS OF THICKNESS (TYPICAL) <br />POUR (DO NOT INTERRUPT MESH) SEE PLAN FOR RECESS/ <br />SEE PLAN <br />-11 1=III-1-1-1=1=1 <br />METAL KEY —FORM BY KEYHOLD <br />INC. OR EQUAL (STOP MESH) <br />CONSTRUCTION JOINT CONTROL JOINT <br />TYPICAL SLAB RECESSZRAISED <br />TYPICAL SLAB —ON —GRADE N.T.S. <br />NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS N.T.S. <br />SHALL CREATE PANELS OF 100 SQ. FEET <br />1. WHERE HEIGHT OF MASONRY WALL SEGMENT <br />EXCEEDS 12'-0", INTERMEDIATE BOND BEAM <br />IS REQUIRED. <br />2. BOND BEAM REINFORCEMENT MUST BE CONT. <br />HOOK BARS INTO REINFORCED JAMB AT WALL <br />OPENINGS. <br />3. OMIT BOND BEAMS WHERE IT COINCIDES WITH <br />OPENING HEADERS (LINTELS/BEAMS), <br />REINFORCEMENT MUST BE CONTINUOUS AT <br />SUCH LOCATIONS. <br />•: BAR • <br />■ ■ <br />■ ■ . <br />s L <br />SPLICE LENGTH■ <br />■ <br />■ ■ CONT. <br />■ ■ O <br />■ ■ <br />■ NELSON <br />■ <br />G G @ • • C.i <br />G <br />CONT.I <br />.,BOLT <br />@ O.C. <br />MASONRYBOND <br />ALTERNATIVEALTERNATIVEBEAM <br />WITH <br />DECK --•-ANCHORAGE <br />CONTRACTOR'S <br />OPTION <br />TYPICAL BOND BEAM DETAIL <br />N. T. S. <br />BOND BEAM W/ REINF. 7 PER SECTIONS <br />0 <br />DISCONTINUED WALL <br />LATERAL REINFORCING N <br />PLAN VIEW <br />NOTES : <br />1.— SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL <br />CONTROL JOINT TO TOP OF WALL. <br />2•— CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0"o.c. <br />IN WALLS WITH MORE THAN 25'-0" OF UNINTERRUPTED <br />MASONRY. REFER TO DWG'S. FOR ADDITIONAL SPECIFIED <br />LOCATIONS AS NOTED THUS (WCJ). <br />3.— CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. <br />3/8" BACKER ROD & CAULK <br />r,,-' SEE ARCH. DWGS <br />"— BACKER ROD & CAULK <br />BAR SEE ARCH. DWGS <br />ALTERNATE METHOD <br />TYPICAL CMU WALL CONTROL JOINT <br />(WCJ) DETAIL <br />1 <br />INTERSECTIOl' <br />MATCH SIZE <br />QUANTITY OF <br />BAR IN FO01 <br />WALLS AND <br />STEP <br />LOON. <br />o" <br />FCONT. REBAR AT STEP <br />24" <br />STEP <br />LOCN. <br />BOND BEAM STEP DETAIL <br />2'-0" <br />I SCORNER BARS MATCH <br />SIZE AND QUANTITY OF <br />LARGER BAR IN <br />FOOTINGS, WALLS AND <br />BEAMS <br />CORNER BAR(S) DETAIL <br />INTERSECTION BAR(S) DETAIL <br />TYPICAL BAR DETAILS <br />24 <br />MATCHING Z—BARS <br />EACH FACE OF STEP <br />W/ 36" LONG LEGS TYP. <br />3 —6 <br />(2)#4 ( <br />(CTR ON CORNER) <br />NOTE: <br />INSTALL BELOW UPPER LAYER <br />OF SLAB REINFORCING <br />SEE NOTE ABOVE <br />x <br />Q <br />iv <br />SLAB EDGE <br />=1 II III -I <br />(2)#4 X 6'-0" <br />NNI <br />`V <br />(CTR ON CORNER) <br />SEE NOTE ABOVE <br />11 l <br />BARS TO MATCH SEE PLAN <br />AND FOOTING SCHEDULE <br />FOOTING BARS FOR SIZE <br />AND REINFORCING <br />TYPICAL STEP <br />6'-- <br />FOOTING DETAIL <br />SEE PLAN FOR ADD'L <br />N.T.S. <br />SLAB REINF. <br />OPENING OPENING <br />• FILLED CELLS, TYP. <br />PROVIDE (2) #5 1'-4" <br />EACH CELL <br />MC-1 CMU COLUMN REINFORCING <br />1. MASONRY COLUMNS SHALL BE REINFORCED WITH 9 GA. GALVANIZED <br />LATERAL REINFORCING ® 8" O.C. HORIZONTAL, TYP. <br />FILLED CELLS, TYP. <br />OPENING OPENING <br />_xq <br />M W/ REINF. PROVIDE (2) #5 <br />DNS EACH CELL <br />2'-0" <br />MC-2 CMU COLUMN REINFORCING <br />1. MASUNKY UULUMNS SHALL dt KLIWUKC;tU WIN 9 GA. GALVANIZEU <br />LATERAL REINFORCING ® 8" O.C. HORIZONTAL, TYP. <br />CII I r-n r C'I I C TVD <br />PROVIDE (2) #5 <br />EACH CELL <br />r ITV VIUL I l I ) ffU <br />OPENING <br />MC-3 CMU COLUMN REINFORCING <br />I. M11JUINM T UULUMINJ JP'IHLL t7L MLIINr-UmULU VVI II7 'd l;/H. 1j/ALV/AINILLU <br />LATERAL REINFORCING ® 8" O.C. HORIZONTAL, TYP. <br />TYP. SLAB CORNER REINF. <br />VERT. REINF, SEE <br />FOUNDATION PLAN <br />NOTES. <br />VERT. REINF. SEE (1) #5 CONT. <br />FOUNDATION PLAN <br />N NOTES. - N <br />0 N*;U—SHAPED <br />(1) #5 CONT. N (1) #5 CONT. <br />PRECAST U—SHAPED PRECAST <br />CONCRETE LINTEL. CONCRETE LINTEL. <br />L-1 L-2 <br />(1) #5 CONT. <br />(1) #5 CONT. <br />—VERT. REINF. SEE <br />FOUNDATION PLAN VERT. REINF. SEE <br />N NOTES. - FOUNDATION PLAN <br />04 ,C14� N NOTES. <br />N (1) #5 CONT. N <br />(1) #5 CONT. <br />U—SHAPED PRECAST <br />CONCRETE LINTEL. U—SHAPED PRECAST <br />L— L-4 CONCRETE LINTEL. <br />C.M.U. PRECAST LINTEL SCHEDULE <br />N.T.S. <br />NOTES: <br />1. 8" PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. <br />2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. <br />3. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. <br />4. PROVIDE 8" MINIMUM BEARING EACH END. <br />GUTHERMANSTRUCTURAL INC <br />. <br />130 CROWN OAK CENTRE DRIVE <br />LONGWOOD, FL 32750 <br />P:407-701.0875 <br />Afs, <br />uLherman <br />STRUCTURAL <br />V <br />CD <br />Z <br />LLj <br />0 CD <br />V Q <br />C C\J cf) <br />z <br />1=� cn � I" w <br />w 00 <br />�MCf,LOU <br />U LLJ _j <br />QU <br />4— vz>Ucy)= <br />N > U <br />V Q <br />C <br />U) <br />z <br />m <br />h+�l <br />�L ,�,Og!$€I86tfpfjd' <br />\':k,\ �H ER111 <br />%C E NSF <br />No. 50880 <br />STATE OF <br />O RIP.-'° <br />°. <br />IONAL <br />dfl/f l91111", <br />John Gutherman Jr., P.E. <br />FL. REG. #6o88o <br />16018 <br />A <br />0 <br />0 <br />0 <br />A <br />ZL <br />CONTRACT DATE: 08,13.2017 <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: <br />SITE NUMBER: <br />STORE NUMBER: <br />Restaurant Shell <br />Zephyr Plaza <br />ZEPHYRHILLS, FL <br />TYPICAL <br />DETAILS 1 <br />SOm2 <br />PLOT DATE: <br />