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(1) #5 REBAR wl 25' LAP <br />U.N.O. B" OR 12" SQUARE <br />8" C.M.U. FINISH PER ELEV. OR ROUND C.M.U. <br />COL. PER PLAN <br />0'-0" SLOPE <br />FINISH GRADE <br />o PAVERS PER SPEC. <br />MONOLITHIC FOUND. TING <br />CONCRETE FOO <br />W/ (2) #4 DIA. RODS ... . . 0 .": 7+z�r <br />CONT. ON CHAIRS w/REBAR AS NOTED <br />9" STARTER ON FOUNDA11ON PLAN <br />. . 'A <br />COURSE (IF REQUIRED) PER PLAN <br />ALT. CMU SEAT @ -lY; <br />l'-4" @ 2 STORY <br />F�01, EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB (603B'� MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 SCALE: 1/2*=1'-0 <br />PER ARCH PER ARCH <br />8" C.M.U. BLOCK FILLED :m Lz <br />C LL --c L�: <br />__j <br />SOLID w/GROUT <br />LI) 85 c:;, <br />4" C.M.U. BLOCK PER ELEV. LL1 CL M <br />< <br />SLOPE <br />25" LAP MIN. (1) #5 REBAR <br />C:) <br />N: <br />:4':. .-: ' <br />WOO CD <br />PAVERS OR SLAB PE PER SPEC. <br />.. ... <br />CONCRETE FOOTING w/RE AR SIX <br />AS NOTED ON FOUNDATION <br />PLAN (IF REQUIRED) PER PLAN <br />=Fo3D)MASONRY COL. ON SPREAD FTG, <br />'TER <br />FLI <br />SCALE: 1/2"=I*-0 <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR________� 4" 4" <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION <br />PLAN (IF REQUIRED) <br />8" C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB <br />PER ELEVATION <br />FINISH FLOOR <br />SLOPE <br />........... <br />-------MONOLITHIC FOUND. <br />wA2) #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/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 W D.C. OR (2) ROWS 12d 112' G.W.B. EA. SIDE <br />GUN NAILS 0 12' D.C. <br />STEP PER PLAN <br />LoPE�w <br />CD <br />1% <br />6 :1/2'--- (1) 14 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />Eoq:THICKENED SLAB @ GARAGE (NON -BEARING) <br />2x P.T. PLATE SECURED TO SLAB w/ — <br />3" POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' D.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' D.C. <br />START SLOPE HERE — <br />SCALE 1/2"=1'-0 <br />CORNER BAR WITH 25" <br />VERIICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS R EQ`D IN P <br />SIDE. SAME SIZE AS <br />CLEAN COMP, <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />NUMBER OF CORNER <br />SPLICE PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />f <br />BARS EQUALS NUMBER <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 />41 25 MIN. PVC SLEEVE <br />LAP SPLICE 1'-4' 0 2 STORY <br />__-� F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL <br />CI nor <br />PER PLAN <br />L <br />REINF. PER PLAN <br />w/LAP PER <br />COVERSHEET <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 />CO <br />< <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT, ON CHAIRS. <br />FLUSH COMMON <br />SCALE: 1/2"=1'-0 <br />FINISH GRADE <br />SLOPE <br />THICKENED SLAB EDGE <br />SCALE. 1/2 l'-O <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONIC. <br />SLAB <br />- �4�144 <br />SCALE. 1/2"=I'-0 <br />2x AT 241C. 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 />CONT. ON CHAIRS <br />w/(2) #4 DIA. RODS <br />PAVERS TYP, <br />14-- U 4 (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />VERIFY LOCA11ON ... .... <br />(1) J5 REBAR <br />w/30" LAP Mll <br />FINISH GRADE <br />PLAN <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE: 1/2"=1'-0 <br />FINISH GRADE <br />PER PLAN <br />8" OR 12" SQUARE <br />OR ROUND C.M.U. <br />COL. PER PLAN <br />V) <br />LLJ <br />OLO -0 SLOPE <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />. . . *. . <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />L PER PLAN L <br />01 #1 <br />MASONRY COL. ON SPREAD FTG. (Concrete) <br />SCALE: 1/2"=1'-0 <br />MASONRY COLUMN <br />PER PLAN <br />PAVERS OR SLAB PER <br />SPEC. <br />CONCRETE FOOTING .9 <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN PER PLAN <br />(IF REQUIRED <br />MAS6NRY COLUMN ON SPREAD FTG. <br />REINF. PER PLAN <br />CMU COL PER <br />CMU COIL PER <br />w/LAP PER <br />PLAN <br />PLAN <br />COVERSHEET <br />#5 REBAR <br />#5 REBAR i <br />w/25" MIN LAP <br />69 <br />I <br />w/25" MIN LAP <br />PAVERS OR SLAB PER SLOPE <br />OIL -0'-0" SLOPE <br />SPEC. <br />cn <br />C) <br />< <br />CONCRETE FOOTING <br />1w m C-5 <br />CONCRETE FOOTING <br />m CD <br />w/REBAR AS NOTED <br />� " <br />w/REBAR ASNOTED <br />ON FOUNDATION PLAN . <br />- --0—' <br />. 0.. 1: --.* <br />I <br />__ <br />=E <br />ON FOUNDA11ON PLAN . <br />*'- <br />(IF REQUIRED) <br />. <br />IF REQUIRED) <br />( <br />. : <br />L PER PLAN <br />71 <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />(Pavers) <br />MASONRY WALL CORNER ON SPREAD FTG. <br />(ConcreUe <br />#5 BAR w/ 25" <br />MIN LAP <br />LLJ <br />C <br />m C.D <br />of <br />SCALE: 1/2'=1'-0 <br />SCALE: 1/2"=1'-0 <br />(1) #5 REBAR AT EACH <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />GROUT BE <br />Lu <br />POURED CURB <br />F.F. 7 <br />Ckf <br />SLOPE <br />of, <br />OiLO'-O' 'l <br />. i <br />FINISH GRADE <br />a.. <br />100 <br />Gi <br />—MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />W/ (2) #4 REBAR 1'-8" <br />L 8" <br />CONT. ON CHAIRS <br />CONT. ON CHAIRS q <br />1111-1,r 2 ST0'R[Y <br />F_o_4EXT. MASONRY WALL <br />@ GARAGE <br />rFk) EXTERIOR DOOR SILL <br />@ POCKET 1 ZERO CORNER SGD <br />SCALE: 1/2"=1'-0 ALE: 11/2"=�V-O <br />2-1/2' @ IMPACT <br />DOOR <br />GROUT BED DOOR PER SPEC <br />PAVERS PER <br />C14 PAVERS PER SPEC (3 <br />(THICKNESS -VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />PA' 3 <br />/ <br />SCALE: 1/2'=I'-0 <br />DOOR PER SPEC — <br />DOOR THRESHOLD d Ilb <br />VARIES) PER PLAN <br />SLOPE <br />0'-0" F.E. 1 0'-0" F F. <br />-0" <br />SLOPE 'dK 0I <br />PER PLAN 7/ <br />ALT. BRICK <br />PER PLAN <br />THRESHOLD <br />7- ........... <br />100 <br />= = . i. co <br />4 <br />r Z= <br />00 (3 <br />11 MONOLITHIC FOUND. <br />_0" if-oll — <br />MONOLITHIC FOUND. MONOLITHIC FOUND. W/ (2) #4 DIA, RODS <br />:�' : 't, . . . . : <br />, ` _.; CONT. ON CHAIRS <br />wA2) #4 DIA. RODS W/(2) #4 DIA RODS I ' 1. .. — <br />l'-4" 2-STORY 1 -4" ®2-STORY CONT. ON CHAIRS CONT. ON CHAIRS �4 0 2 <br />ALT. FLUSH BRICK <br />THRESHOLD <br />koi-� EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) EXTERIOR DOOR SILL ENTRY (Concrete) <br />IL LSLOP E <br />ALT. <br />ff <br />2X AT 16" D.C. W/ <br />_Vk <br />2X AT 16' D.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 />SLOPE <br />C-4 <br />C`4 C`4 <br />(2) #4 ROD �� CON <br />(2) #4 ROD CONT. <br />ON CHAIRS <br />-7 6� <br />[10 1/2" <br />ON CHAIRS 1-011 <br />-10 1/2"1 <br />1 10 1/2-1 <br />STEP CONDIIJON <br />FLUSH CONDIT'ON <br />_Foq-� THICKENED SLAB <br />(@ GARAGE (BEARING) <br />SCALE: 1/2"=1'-D <br />PENETRATING <br />PVC SLEEVE <br />VEHICLE SIDE OF PEDESTAL <br />m <br />I. L L <br />30" L <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W1 (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />30"x30"x12" CONIC. <br />FTG. w/ (3) #4 <br />REBAR EA. WAY <br />#4 REBAR 3' <br />FROM TOP & 10" <br />BEND @ BOTTOM <br />GAS WATER HEATER PEDESTAL(GAS COMMUNITIES ONL <br />SCALE: 1/2"=I'-0 <br />LOCATE PER ARCHITECTURAL DRAWINGS <br />(1) #4 REINFORCMEN <br />4" SEE FOUNDATION PLAN <br />BAR CONT. <br />CONIC. PER SCHEDULE <br />CC) <br />T <br />7\ <br />- <br />SLOPE TO DRAIN <br />-------- <br />f.A <br />7777� <br />SHOWER RECESS <br />SCALE: 1/2"=1'-O <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 />2X AT 16' D.C. W/ <br />1/2' CWB EA. SIDE <br />1 1-0" <br />1011 e- <br />THICKEND SLAB @ INTERIOR WALL (BEARI <br />SCALE: 1/2"=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />E3 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />9 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />07/08/2021 <br />DATE NXIIIIII)I <br />I MIN <br />.. 4 <br />6025 <br />STATE <br />RIO <br />At. <br />r__q <br />00 <br />O <br />ul) <br />Cr <br />=> <br />Q) <br />C-4 <br />u <br />r___4 <br />m <br />0 <br />r_q <br />03 <br />4-a <br />N <br />� <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx /xx /xxx <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.o <br />