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(1) #5 REBAR w/ 25* LAP <br />U.N.O. CMU COL PER <br />8' C.M.U. FINISH PER ELEV. PLAN <br />OIL-o'-0. <br />FINISH GRADE <br />co w <br />. ..... . <br />of <br />MONOLITHIC FOUND.------- —.4 <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9' STARTER <br />1-0 COURSE <br />ALT. CMU SEAT 0 -1)� <br />4 MOM TOP Of SLAB <br />EXTERIOR MASONRY WALL FrG <br />SCALE I/f=l'-O <br />31e RECESS IN SLAB 10 1/2' <br />FINISH FLOOR- <br />PAVERS OR SLAB PER-, <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />SCALE 112'=1'-0 <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*=I'-0 RECESS NTH PAVERS <br />2x AT 24*0.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB W/ <br />r POW ACTUATED FASTENERS OR <br />GUN MU 0 It at <br />TW= 0 16- at OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />STEP PER PLAN <br />ISLOPE� <br />b, <br />A CD <br />0 6 1/2 (1) #4 ROD CONT. ON <br />CHAIRS LINO <br />THICKENED SLAB @ GARAGE (NON -BEARING <br />SCALE: 1/2"=I'-0 <br />CLEAN COMN <br />PVC SLEEVE i'-'r 0 2 STORY <br />F fi-� BEARING PENETRATION DETAIL <br />13 <br />SCALE' 1/2*=1'-0 <br />VEHICLE SIDE Of PEDESTAL <br />L 30' <br />CA WATER HEATER PEDESTAL <br />SCALE 1/2*4-0 <br />ism <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />30' x3O"xl2* CONC. <br />FTG. W/ (3) #4 <br />REBAR EA. WAY <br />REBAR 3' <br />OM TOP & 10" <br />NO 0 BOTTOM <br />LOCALE PER ARCHITECTURAL DRAWINGS <br />#5 REBAR <br />w/25* MIN LAP <br />U.1 <br />8* C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />lop <br />CONT. ON CHAIRS. <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />'.W.. p. <br />434 <br />THICKENED SLAB EDGE <br />SCALE 1/2*=I'-0 <br />PENETRATING <br />PVC SLEEVE <br />SCALE. 1/2'=I'-0 <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 />CMU COL PER <br />PLAN <br />0' SLOPE <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />L <br />#5 REBAR <br />w/25' MIN LAP <br />to <br />Ib <br />IF M <br />lb <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />:.. ... - . . X <br />is on <br />1"4 0 2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE I/f=1'-0 SCALE 1/21=1'-0 <br />2-1/2" 0 IMPACT ­Vk- <br />POURED CURB <br />FINISH GRADE <br />1. <br />—MONOLITHIC FOUND. <br />IF w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />GROUT BED D DOOR PER SPEC <br />PAVERS PER SPEC :fS PAVERS PER <br />� (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />Aft — <br />VARIES --7 <br />— SLOPE <br />L 01LO'-O' F.E. <br />PER PLAN Ak <br />71 <br />00 i ME <br />10 0 <br />AV— <br />li <br />MONOLITHIC FOUND. MONOLITHIC FOUND. L <br />q q wA2) #4 DIA. RODS <br />1!-e 0 2_STORY w/(2) #4 DIA. RODS 1 -4 0 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOORSILL 0 ENTRY <br />SCALE 1/2'--I'-0 <br />PAVERS TYP. <br />(1) #4 BAR CONT <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4' L <br />BAR CONT. <br />!s <br />CONC. PER SCHEDULE — C= <br />L�j <br />CI- <br />TO Mo <br />SHOWER RECESS <br />SCALE: 1/2*=1'-0 <br />12* SQUARE C.M. . <br />COL PER PLAN w (2) 15 REBAR w/ <br />25* LAP MIN. <br />% <br />> 0 EACH RM CIELL <br />SLOPE <br />PAVERS OR SLAB PER SPEC. <br />CONC. FOOLING PER PLAN <br />PER PLAN <br />q <br />rm--DMASONRY COL. ON SPREAD FTG. <br />SCALE 1/2*=I'-O <br />DOOR PER SPEC <br />DOOR THRESHOLD PER PLAN <br />19K Al 01-0* <br />T. BRICK PER PLAN <br />THRESHOLD <br />00 z. <br />MONOLJTHIC FOUND. <br />r <br />W/ (2) 14 DIA. RODS <br />L L CONT. ON CHAIRS <br />ALTAL, TI-FO 2 97Y <br />. FLUSH BRICK <br />THRESHOLD EXTERIOR DOOR SILL 0, ENTRY (Concrete) <br />SCALE 112'=1'-0 <br />CORNER BAR WITH 25* <br />VERTICAL DOWELMIN. <br />LAP SPLICE EACH <br />AS REQ!D IN <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />NUMBER OF CORNER <br />PROVIDE CONT. SPLICE <br />STEEL REINF. BARS BENT• <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 />25' MIN. <br />P <br />PER PLAN <br />LAP SPLICE <br />REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 112"=1'-0 <br />SCALE 1/2*=1'-0 <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />12-13-2019 <br />DATE <br />ATE 0 <br />/it lit <br />0 <br />co <br />Q) <br />00 <br />O <br />4-4 <br />Q) <br />C <br />10 <br />0 <br />*PulteGroup- <br />1 7 <br />MANAGER 71ST <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />Sin Famfly <br />SPECIFICATION LEVEL <br />Nte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.5W <br />SHEET <br />S1.0 <br />