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MONOLITHIC FOUND <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />14 0 2 AIR' <br />EXTERIOR MASONRY WALL FTG <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />FINISH GRADE <br />9" STARTER <br />COURSE )T---/ <br />ALT. CMU SEAT @ -1Y; <br />FROM TOP OF SLAB <br />PAVERS OR SLAB <br />St <br />CONCRETE FC <br />PER PLAN <br />#5 REBAR <br />w/25" MIN LAP <br />Wll� <br />CD <br />LLi a- <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <br />SCALE: 1/2"=l'-O � SCALE: 1/2'=l'-O <br />3/4' RECESS IN SLAB 10 1/2'Z2�_ 8" C.M.U. <br />/4' RECESS IN SLAB — <br />-------- PER ELEVATION <br />FINISH FLOOR FINISH FLOOR — <br />SLOPE <br />. ........... <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4' 0 2 STORY <br />06GARAGE DOOR RECESSED SILL <br />SCALE: 1/2"=I'-0 <br />RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB wl <br />_Vk <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16' D.C. OR (2) ROWS 12d <br />1/2" G.W.B. EA. SIDE <br />GUN NAILS 0 12' D.C. <br />STEP PER PLAN <br />:SLOPE <br />-------- �v_ <br />4 <br />1'- 0" 6 1/2" <br />(1) #4 ROD CONT. ON <br />le <br />CHAIRS UNO <br />SIP CONDITION <br />0 8 � THICKENED SLAB <br />@ GARAGE (NON -BEARING) <br />SCALE: 1/2"=V-0 <br />CLEAN COMh <br />I-F <br />PVC SLEEVE <br />1'4" @ 2 STORY <br />F13 ) BEARING PENETRATION DETAIL <br />SCALE: 1/2"=1'-0 <br />11 <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 />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />m <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />ON CHAIRS. <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24"O.C. MAX. <br />3' POWDER ACTUATED FASTENERS OR <br />OR <br />TAPCONS 0 16' D.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' D.C. 1/2' G.W.B. EA. SIDE <br />START SLOPE HERE 21) <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />SCALE: 1/2"=1'-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 />LO <br />Of <br />ldk -0" -0 SLOPE SLOPE <br />- no-b. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FIG. <br />—#5 REBAR <br />w/25" MIN LAP <br />o w2i <br />(1) #5 REBAR AT <br />FILLED CELL <br />CMU STRUCK BOTF <br />,�' -0'- 0" , <br />-7t <br />1 r 0 2 STORY <br />Fo4 EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2-4-0 SCALE: 1/2"=1'-0 <br />2-1/2- @IMPACT <br />GROUT urn DOOR DOOR PER SPEC <br />DOUREDCURB <br />-INISH GRADE <br />IONOUTHIC FOUND. <br />10 #4 DIA. RODS <br />;ONT. ON CHAIRS <br />12" SQUARE C.M. . <br />COL PER PLAN (2) #5 REBAR w/ <br />25" LAP MIN. <br />0 EACH FILLED CELL <br />401 -0. SLOPE <br />r <br />PAVERS OR SLAB PER SPEC. <br />7V -1., <br />CONC. FOOTING PER PLAN <br />1l, PER PLAN <br />(F_wbMASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2'4-0 <br />PAVERS PER SPEC PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />VARIES) DOOR THRESHOLD R PLAN <br />SLOPE DOOR PER SPEC <br />.F. 0'-0' F.F. U.— SLOPE <br />'dF'\ o)-o" <br />PER PLAN ALT. BRICK PER PLAN <br />THRESHOLD 17pO <br />00 <br />I , . co —1 11-1 Ni ri I <br />- CZ) <br />P I- L <br />Uj ICI <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. MONOLITHIC FOUND.--"" W/ (2) #4 DIA. RODS <br />L L CONT. ON CHAIRS <br />w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS <br />l'-4" 0 2-STORY 1'-4" 0 2-STORY <br />ALT. FLUSH BRICK <br />CONT. ON CHAIRS CONT. ON CHAIRS T1-FO 2 ST0'fY <br />EXTERIOR DOOR SILL @_SGD (Pavers) EXTERIOR DOOR SILL 0 ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <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 />SIN49 <br />THICKENED SLAB EDGE <br />SCALE: 1/2"=1'-0 <br />(1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />CONC. PER SCHEDULE — W <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2*=1'-0 <br />SCALE: 1/2'4-0 <br />PAVERS TIP. <br />SLOPE <br />GRADE <br />W1 II I I <br />(1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2"=I'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL. <br />ALTERNATE TO CORNER NUMBER OF CORNER <br />SPLICE: PROVIDE CONT, 7 BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE NUMBER -_ OF REBAR <br />BUILDING CODE. PER PLAN <br />25" MIN, <br />LAP SPLICE <br />:F:12) REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />F] THOMAS A. WEBER, PE <br />< <br />P.E. # 73242 FLORIDA <br />N BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />E! <br />12/15/20 <br />DATE <br />-Ili I <br />No. 8 <br />OF <br />E <br />(D <br />or- <br />R I <br />'0,40 <br />w <br />At. <br />_j <br />C) <br />C=) <br />C <br />C? <br />0o <br />O <br />0 <br />�� <br />00 <br />v� <br />U <br />`Y' <br />03 <br />• <br />7 1 21 <br />Pic; <br />0;w_q <br />O <br />rr <br />� <br />0 <br />*pu ite <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 />Highgate <br />NPC CHI M NU ER <br />2811.500 <br />SHEET <br />S1.0 <br />