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0 <br />0 <br />a� <br />0 <br />U <br />0 <br />N <br />0 <br />N <br />a <br />w <br />O <br />a <br />(1) #5 REBAR w/ 25" LAP g" OR 12" SQUARE <br />U.N.O. OR ROUND C.M.U. <br />8" C.M.U. FINISH PER ELEV. COL. PER PLAN <br />OIL -0'-0" SLOPE <br />FINISH GRADE I <br />co '. <br />LO Z .P. •: <br />PAVERS PER SPEC. <br />MONOLITHIC FOUND. - <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />1-0 COURSE ' -' CONCRETE FOOTING PER PLAN <br />1-4' 0 2 STY ALT. CMU SEAT @ -%' PER PLAN <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB F03s MASONRY COL. ON SPREAD FTG. (Pav( <br />SCALE: 1/2"=1'-0 <br />ZLz <br />J LL: <br />o <br />w op <br />SLOPE <br />PER ARCH <br />PAVERS OR SLAB PER SPEC. <br />V.CONCRETE FOOTING <br />.. <br />PER PLAN <br />PER PLAN <br />01 <br />Fom) MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR-� <br />8" C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4" C.M.U. BLOCK PER ELEV. <br />25" LAP MIN. (1) #5 REBAR <br />w <br />fr <br />� ¢ z <br />m CCD <br />o Z <br />SCALE: 1/2'=1'-0 <br />PER ARCH <br />z � <br />J <br />w w m <br />� a ¢ <br />SLOPE <br />CONCRETE FOOLING �` 4 <br />:'» <br />PER PLAN <br />PER PLAN <br />8" C.M.U. WALL FINISH <br />PER ELEVATION 3/4" RECESS IN SLAB <br />FINISH FLOOR ---- <br />SLOPE <br />'- MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=1'-0 RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ Vk <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />SLOPE <br />:y• N O <br />t"- <br />0" 6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />os THICKENED SLAB @ GARAGE NON -BEARING <br />SCALE: 1 /2"=1'-0 <br />2x P.T. PLATE SECURED TO SLAB w/ — <br />3' POWDER ACTUATED FASTENERS OR <br />TAPGONS ®16' O.C. OR (2) ROWS 12d <br />GUN NAILS 012' O.C. <br />START SLOPE HERE— <br />;: <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />:' <br />j. <br />{_ `' ' <br />':� <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />' ` <br />SIDE. SAME SIZE AS <br />CLEAN COMP <br />CONT. FOOTING STEEL. <br />• <br />C • <br />y�''. <br />-0'- <br />.^L <br />-: <br />�. " -' <br />: • '. i <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPUCE: PROVIDE CONT. <br />;:. . <br />. '- <br />BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT <br />' ` ' <br />.,.:..:.; <br />,' `' ` `' ' "'�' '• <br />OF CONTT, BARS <br />AT CORNERS TO COMPLY, <br />WITH THE INTENT OF THE <br />BUILDING CODE. <br />NUMBER OF REBAR <br />„ <br />PER PLAN <br />25 MIN. PVC SLEEVE <br />LAP SPLICE 1'-4' 0 2 STORY <br />F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL <br />, <br />REINF. PER PLAN <br />w/30" LAP MIN. <br />goo^ <br />J ¢ Z <br />m CCD <br />1 <br />z <br />8" C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4" C.M.U. BLOCK PER ELEV. <br />25" LAP MIN. (1) #5 REBAR <br />0 <br />o ^ <br />z <br />w a-- � <br />o Z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />P <br />. MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESS WITH SLAB <br />ci nor <br />SCALE: 1 /2'4-0 <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLOPE SLAB <br />`; '•. Z <br />1 THICKENED SLAB EDGE <br />SCALE: 1 /2'=1'-0 <br />SCALE: 1 /2"=1'-0 <br />2x AT 24"O.C. MAX. <br />1/2" G.W.B. EA. SIDE <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS TYP. <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />8" OR 12" SQUARE �I v <br />OR ROUND C.M.U. <br />COL. PER PLAN I <br />w <br />Cr <br />SLOPE I <br />- d <br />CONCRETE FOOTING <br />PER PLAN PER PLAN <br />*11 <br />MASONRY COL ON SPREAD FTG. (Concrete) <br />SCALE: 1/2"=1'-0 <br />REINF. PER PLAN CMU COL. PER <br />w/30" LAP MIN. PLAN <br />w <br />� z <br />M CD <br />co z <br />MASONRY COLUMN #5 BAR w/ 25" <br />PER PLAN li MIN LAP <br />SLOPE <br />m CD <br />PAVERS OR SLAB PER ;: o <br />SPEC. z <br />CONC. FTG. PER PLAN <br />PER PLAN <br />MASONRY COLUMN ON SPREAD FTG. (Pavers) <br />PAVERS OR SLAB PER SLOPE ' <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />CMU COL. PER <br />PLAN <br />—#5 REBAR <br />Ln <br />w/25" MIN LAP <br />OIL-O'-O" SLOPE <br />w <br />< z <br />m � CONCRETE FOOLING — <br />:J: <br />PER PLAN : <br />o Z `. <br />-'.. <br />.» .. — <br />PER PLAN <br />iers) MASONRY WALL CORNER ON SPREAD FTG. <br />—#5 REBAR <br />w/25' MIN LAP <br />w <br />� Z <br />m CD <br />o z <br />SCALE: 1 /2"=1'-0 <br />SCALE: 1 /2"=1'-0 <br />(1) #5 REBAR AT EACH <br />J <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />GROUT BE <br />w <br />¢ <br />POURED CURB <br />0 <br />\ <br />4 <br />SLOPE <br />Ilk-O -0 <br />I <br />-• <br />Is <br />F.�' <br />FINISH GRADE00 <br />t,- <br />00 <br />-I <br />00 <br />o <br />—MONOLITHIC FOUND, <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />W/ (2) #4 REBAR <br />1'_$" <br />$° <br />1 <br />I <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS <br />" <br />1'-4 ®2 STORY <br />=� EXT. MASONRY WALL C� GARAGE <br />F� EXTERIOR DOOR SILL (� POCKET 1 ZERO CORNER SGD <br />SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 <br />Z <br />2-1/2' ® IMPACT J <br />DOOR a <br />DOOR PER SPEC Q Of <br />SCALE: 1 /2"=1'-O <br />GROUT BED PAVERS PER SPEC PAVERS PER 3 � DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />w " DOOR THRESHOLD PER PLAN <br />SLOPE o- VARIES) <br />F. 0'-0" F.F. SLOPE 0 -0" <br />PER PLAN X "�' ALT. BRICK PER PLAN <br />Z_ <br />.a Q <br />= — = — — — THRESHOLD <br />.. �;. <br />00 <br />ICI=1�I-1�I=�Io :: � ' III illy__„I I ,• _: �I I I- 3" I I I_ I I <br />—� w MONOLITHIC FOUND. <br />MONOLITHIC FOUND. MONOLITHIC FOUND.---'1'-O" a . H — W/ (2) #4 DIA. RODS <br />„ w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS c 1-0 CONT. ON CHAIRS <br />1-4 ® 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1-4" 0 2-STORY I I 1'-4 <br />ALT. FLUSH BRICK <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE:1/2"=1'-0 <br />2X AT 16" O.C. W/ <br />1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />STEP PER PLAN SPECIFYING ANCHOR REQUIREMENT <br />SLOPE <br />GO • f ..I . C� <br />(2) #4 ROD CONT. <br />ON CHAIRS 6" 1'-0°' 10 1/2" <br />THICKENED SLAB @ GARAGE (BEARING) <br />SCALE: 1/2"=1'-0 <br />PENETRATING <br />PVC SLEEVE <br />VI <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (IYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />SCALE: 1/2'4-0 <br />2X AT 16' O.C. W/ <br />1/2' GO EA. SIDE 2" SEEASSOCIATEDHRAI DETAIL FOR <br />START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT <br />SLOPE <br />j:... 4 N <br />f• O <br />(2) #4 ROD CONT. <br />ON CHAIRS 10 1/2" 1'_p" �10 1/2" <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. J <br />a <br />CONIC. PER SCHEDULE <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2"=1'-0 <br />VERIFY LOCATION <br />(1) #5 REBAR <br />w/30" LAP MII <br />30'x3O"x12" CONC. <br />FTG. w/ (3) #4 <br />REBAR EA. WAY FINISH GRADE <br />PLAN <br />I I <br />I was II <br />L J <br />V:HIfJ F SIDF OF 7FDFqTAI <br />Q I I I <br />L 30" L <br />GAS WATER HEATER PEDESTAL <br />SCALE: 1 /2"=1'-0 <br />#4 REBAR 3" <br />FROM TOP & 10" <br />BEND ® BOTTOM <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE: 1/2"=1'-0 <br />FINISH GRADE <br />PER PLAN <br />SCALE: 1/2"=1'-0 <br />SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT <br />(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />d- <br />N�•1 •�:.. ' •. <br />10" 1'-0" 10" <br />Flo THICKEND SLAB @ INTERIOR WALL <br />SCALE: 1 /2"=1'-0 <br />2X AT 16" O.C. W/ <br />1/2' CWB EA. SIDE <br />u <br />a <br />0 <br />N <br />C-4 <br />N <br />c� <br />r <br />CD <br />0 <br />U <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />o <br />O <br />0 <br />C? <br />c —4 <br />00 <br />� <br />M <br />•� <br />O <br />0 <br />VJ <br />O <br />000 <br />iLl <br />v` <br />4'> <br />N <br />r <br />U� <br />;511� <br />0 <br />M <br />as <br />;miiiIII <br />� <br />•--+ <br />w <br />bA <br />Cz <br />O <br />N <br />as <br />*PulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: xX xx xxxx <br />WVJ DAEAESOFM <br />P <br />G.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famfl <br />D THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />9/3/20 <br />DATE`,`�4iit!!!!t f <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />.. °•02 2117.501 <br />j srrE �W� SHEET <br />S1.0 <br />©NAY. <br />