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(1) #5 REBAR w/ 25" LAP <br />U.N.O. 8" OR 12" SQUARE <br />OR ROUND C.M.U. <br />8" C.M.U. FINISH PER ELEV. COL. PER PLAN <br />OIL -0'-0" <br />SLOPE <br />FINISH GRADE <br />co <br />PAVERS PER SPEC. <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />N <br />CONCRETE FOOTING <br />. . . . . . . . . . . . . <br />. . . . . . <br />w/REBAR AS NOTED <br />CONT. ON CHAIRS <br />9" STARTER <br />STARTER <br />COURSE <br />ON FOUNDATION PLAN <br />PER PLAN <br />(IF REQUIRED) <br />I' -e @ 2 ST10Y <br />ALT. CMU SEAT @ -1)/2" <br />41 <br />EXTERIOR MASONRY WALL FTG <br />FROM TOP OF SLAB <br />(F(113--B� MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'4-0 <br />PER ARCH <br />Cl- <br />m <br />O)-OSLOPE <br />j) <br />1-1w <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/REBAR <br />AS NOTED ON FOUNDATION <br />PLAN (IF REQUIRED) PER PLAN <br />fFw:DMASONRY COL, ON SPREAD FTG. <br />SCALE: 1/2'4-0 <br />3/4' RECESS IN SLAB 10 1/2" <br />FINISH FLOOR <br />" <br />4 <br />SCALE: 1/2"4-0 <br />PER ARCH <br />8" C.M.U. BLOCK FILLED <br />SOLID W/GROUT <br />.4" C.M.U. BLOCK PER ELEV. <br />LJ Uj Cm <br />25 LAP MIN. (1) #5 REBAR <br />dk o'-o" SLOPE <br />llw <br />o fm <br />LLj <br />CONCRETE FOOTING <br />A <br />w/REBAR AS NOTED <br />ON FOUNDATION PER PLAN <br />PLAN (IF REQUIRED) <br />8' C.M.U. WALL FINISH <br />PER ELEVATION 3/4" RECESS IN SLAB ------- <br />FINISH FLOlR------i <br />SLOPE <br />........ <br />....................................... <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />ON CHAIRS. <br />1.4 0 2 STORY <br />os GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=V-0 RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />Y POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS @ 12' O.C. <br />STEP PER PLAN <br />SLOPE <br />1-0 6 /2#4 ROD CONT. ON <br />" <br />CHAIRS UNO <br />STEP CONDITION <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1/2"=1'-0 <br />2x P.T. PLATE SECURED TO SLAB w/ <br />Y POWDER ACTUATED FASTENERS OR <br />TAPCONS ®16' D.C. OR (2) ROWS 12d <br />GUN NAILS 12' D.C. <br />START SLOPE HERE <br />(Zi npr <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />I f <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN <br />SIDE SAME SIZE AS <br />CLEAN COMP, <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPUCE: PROVIDE CONT. <br />BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT <br />OF CONT. 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 —F173BEARING PENETRATION DETAIL <br />REINF. PER PLAN <br />8" OR 12" SQUARE <br />REINF PER PLAN <br />CMU COL PER <br />w/LAP PER <br />OR ROUND C.M.U. <br />wAAP PER <br />PLAN <br />COVERSHEET <br />COL PER PLAN I <br />COVERSHEET <br />u') <br />ko,-O. I SLOPE <br />PAVERS OR SLAB PER SLOPE <br />11-F am-0 <br />SPEC. <br />CD <br />'0 <br />B ac <br />co C-D <br />o am� <br />CONCRETE FOOTING <br />CONCRETE FOOTING <br />NOTED <br />wREBAR AS NOTED <br />w/REBAR AS <br />ON/FOUNDATION PLAN <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />(IF REQUIRED) <br />L PER PLAN L <br />of <br />PER PLAN <br />MASONRY COL. ON SPREAD FTG. (Concrete) <br />JF-03--CMASONRY WALL CORNER ON SPREAD FTG. <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 />cm <br />CD <br />SCALE: 1/2'4-0 <br />MASONRY COLUMN <br />PER PLAN <br />PAVERS OR SLAB PER <br />SPEC. <br />CONCRETE FOOTING <br />. . . - <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN PER PLAN ; <br />(IF REQUIRE In <br />MAS8NRY COLUMN ON SPREAD FTG. <br />#5 BAR w/ 25" <br />MIN LAP <br />---a: Lu <br />LLJ <br />M CD <br />SCALE: 1/2"=V-0 <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />—#5 REBAR <br />w/25" MIN LAP <br />m C) <br />C=) <br />CIE POURED CURB <br />L <br />FINISH GRADE <br />Io —MONOLITHIC FOUND. <br />... v w/(2) #4 DIA. RODS <br />-0 CONT. ON CHAIRS <br />1-4! 0 2 STOPRY <br />4 - ' <br />CMU COL. <br />PLAN <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />#5 REBAR <br />w/25" MIN LAP <br />CD <br />-C <br />ui of <br />M CD <br />PER PLAN <br />WALL CORNER ON SPREAD FTG. (Concrete) <br />SCALE: 1/2"=V-0 <br />SCALE: 1/2"4-0 <br />SCALE: 1/2*4-0 <br />8" C.M.U. WALL FINISH <br />-A <br />2 1/2' @ IMPACT <br />DOOR <br />PER ELEVATION <br />GROUT BED PAVERS PER SPEC <br />DOOR PER SPEC <br />n i <br />PAVERS PER <br />3 <br />DOOR PER SPEC <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />VARIES) <br />DOOR THRESHOLD PERPLAN <br />SLOPE <br />0'-0" F.E. SLOPE <br />0'-0° F.E. <br />SLOPE <br />7/ <br />i-\ 0)-0" _u <br />PER PLAN <br />... <br />>< <br />ALT. BRICK <br />A-, PER PLAN <br />... <br />00 <br />0) c::, <br />11 Ed I <br />Mi I 1=1 I <br />THRESHOLD <br />00 <br />MONOLITHIC FOUND. <br />—11 El I <br />mi <br />w/(2) #4 DIA. RODS <br />MONOLITHIC FOUND. <br />CONT. ON CHAIRS. <br />MONOLITHIC FOUND. <br />MONOLITHIC F0 - <br />FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />l'-4" 0 2-STORY w/(2) #4 DIA. RODS W/(2) #4 DIA, RODS l'-4" 9 2-STORY <br />CONT, ON CHAIRS CONT. ON CHAIRS <br />74 0 2 ST01Y <br />ALT. FLUSH BRICK <br />KK7 EXTERIOR DOOR SILL @SGD (Pavers) <br />EXTERIOR DOOR SILL @ ENTRY <br />(Pavers J <br />THRESHOLD <br />EXTERIOR DOOR SILL (@ ENTRY (Concrete) <br />FLUSH CONDITION <br />SCALE: 1/2'4-0 <br />FINISH GRADE <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONIC. <br />SLOPE SLAB <br />T <br />M <br />t -4 <br />THICKENED SLAB EDGE <br />SCALE: 1/2'4-0 <br />SCALE 1/2'4-0 <br />2x AT M"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*--U 4' (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2'4-0 <br />SCALE: 1/2'4-0 <br />2X AT 16" O.C. W1 <br />-vk <br />2X AT 16" O.C. W/ <br />1/2' GWB EA. SIDE <br />SEE HEADER/UNTEL PLAN FOR <br />1/2' GWB EA. SIDE <br />2 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT <br />START SLOPE HERE <br />SPECIFYING ANCHOR REQUIREMENT <br />STEP PER PLAN <br />SLOPE <br />e- <br />SLOPE <br />C114 <br />wi <br />(2) #4 ROD CONT <br />(2) #4 ROD CONT. <br />ON CHAIRS <br />6" <br />1'-0" <br />0 1/2" <br />ON CHAIRS <br />10 1 2' <br />110 1/2"[ <br />1 <br />11 STEP COND'I flON <br />ko-q-� THICKENED SLAB @ GA9GE (BEARING) <br />SCALE: 1/2"=1'-0 <br />PENETRATING <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />(1) #4 REINFORCMENT A SEE FOUNDATION PLAN L.4" I, <br />BAR CONT. <br />__j <br />CONC. PER SCHEDULE <br />SLOPE TO DRAIN <br />CID <br />SHOWER RECESS <br />SCALE: 1/2"=l'-O <br />VERIFY LOCATION IN HELD <br />(1) #5 REBAR <br />w/30' LAP MIN. <br />FINISH GRADE PER <br />PLAN <br />FINISH GRADE <br />'-%VERS PER PLAN <br />1 4 (2) #4 REBAR <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE-' 1/2"4-0 <br />SCALE: 1/2'4-0 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT <br />(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />% <br />-0" <br />10" <br />THICKEND SLAB INTERIOR WALL <br />SCALE: 1/2*=1'-0 <br />2X AT 16' O.C. W1 <br />1/2' CWB EA, SIDE <br />C.O.A.# ARCHITECTURE. <br />AA26002802 <br />C.O.A4 ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />4/20/21 <br />DATE <br />No. <br />ATE OF <br />04,0 Rigs, <br />....... <br />(= <br />0 <br />C? <br />C=> <br />C::> <br />00 <br />N <br />Lr) <br />;-q <br />0I <br />(u <br />C3 <br />+5 <br />U <br />r-4 <br />CC) <br />4—b <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S1.0 <br />