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L <br />(1) 15 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8' C.M.U. FINISH PER ELEV. PLAN <br />OL-O,-o- <br />FINISH GRADE <br />co <br />C) <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS -A <br />9' STARTER <br />-0. COURSE ALT. CMU SEAT 0 4� <br />CONE ON CHAIRS I -e "02 ST Y <br />EXTERIOR MASONRY WALL FrG FROM TOP OF SLAB <br />SCALE 1/2*=I'-O <br />3/4' RECESS IN SLAB 101/2' ,,,—B* C.M.U. WALL FINISH <br />PER ELEVATION <br />FINISH FLOOR <br />SLOPE <br />...... <br />____—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONE ON CHAIRS. <br />b_GARAGE DOOR RECESSED SILL <br />SCALE �/2'4-0RECESS IMIH PAVERS <br />2x AT 24*0.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POVIDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />QM NAILS 0 le O.C. <br />STEP PER PLAN <br />OR 1/2" (1) #4 ROD CONE ON <br />I CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB 0 GARAGE (NON -BEARING) <br />SCALE: 112'=I'-0 <br />plow <br />PVC SLEEVE <br />1'-4* 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE 1/2'4-0 <br />DE <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) f4 DIA. RODS <br />CONE ON CHAIRS <br />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FrG. <br />SCALE: 1/2*=1'-O <br />3/4' RECESS IN SLAB <br />FINISH FLOOR <br />4 0 2 STORY <br />RECESS —WITH <br />#5 REBAR <br />w/25* MIN LAP <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONE ON CHAIRS. <br />2x P.T. PLATE SECURED TO 9A <br />r PONDER ACTUATED FASTENERS ORvk <br />TAPCONS 0 16- O.C. OR (2) ROWS 12d r <br />GUN NAILS 0 12' O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />LOPE <br />FLUSH CONDITION <br />PENETRATING <br />CMU COL <br />PLAN <br />tn <br />on SLOPE jSLOPE <br />CONCRETE FOOTING <br />D <br />PLAN <br />w/REBAR AS NOTED <br />ON FOUNDATION LAN <br />(IF REQUIRED) P <br />PER PLAN <br />01 . <br />MASONRY WALL CORNER ON SPREAD FT <br />SCALE 1/2*=1'-O <br />=A <br />#5 REBAR <br />w/25" MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />1' r 0 2 STORY <br />EXT. MASONRY WALL @_GAWRE <br />SCALE 1/2'4-0 <br />POURED CURB <br />FINISH GRADE <br />o MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CUNT. ON CHAIRS <br />2;gl2* 0 IMPACT <br />D DOOR PER SPEC <br />GROUT BID PAVERS PER SPEC a PAVERS PER 310 <br />(THICKNESS <br />(THICKNESS VARIES) DOOR THRESHOLD VARIES;L <br />SLOPE OiLO'-O* F.F. <br />SPEC <br />SLOPE <br />PER PLAN <br />>< <br />00 <br />LT. BRICK <br />:2� <br />..... Ar.///T/7, <br />THRESHOLD <br />X <br />1c=1 <br />C= <br />w <br />, <br />r 1. <br />3�C3- <br />1-0 MONOLITHIC FOUND. MONOLITHIC FOUND. V-0 — <br />w/(2) #4 DIA. RODS W/(2) 14 DIA. R q <br />f-e 0 2-STORY CONE ON CHAIRS <br />4' 0 2-STORY <br />\ <br />Z <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />00 <br />CON I. ONUrCHAIRSFLUSH BRICK <br />YERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />THRESHOLD <br />EXTERIOR I <br />SCALE: 1/2*4-0 SCALE' 1/2'4-0 SCALE 1/2*=l'-O- <br />(1) J4 ROD CONE ON <br />Tx AT 24*0.C. MAX. CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLOPE SLAB <br />1/2' G.W.B. EA. SIDE <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 CONE ON <br />CHAIRS <br />THICKENED SLAB EDGE <br />SCALE 1/2*=1'-0 <br />(1) 14 REINFORCMENT 4" 1 SEE FOUNDATION PLAN 44 <br />BAR CONE <br />Q_ <br />CONC. PER SCHEDULE <br />- L SLOPE TO DRAIN <br />J <br />CID <br />SHOWER RECESS <br />PAVERS TYP. <br />!WA <br />2r/o ;wW AM <br />Woendwo <br />14-- U 4' (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />PLAN <br />PER PLAN <br />. MONOLITHIC FOUND. <br />..OLLO <br />W, 121 114 DIA. RODS <br />L l'—O* <br />CONE ON CHAIRS L <br />1'-4- 0 2 SdY <br />VERTICAL DOWEL <br />AS REQ`D IN PLAN <br />LAP SPLICE <br />kiiREINF. PLACEMENT AT FTG. CORNERS <br />SCALE. 1/2-4-0 <br />CORNER BAR WITH 25' <br />SIDE. SAME SIZE AS <br />MN. LAP SPLICE EACH <br />CONE FOOTING STEEL <br />NUMBER OF CORNER <br />BARS EQUALS NUMBER <br />OF CONE BARS <br />NUMBER OF REBAR <br />PER PLAN <br />C.OA.# ARCHIMECTURE: <br />AA26002= <br />C.OA* ENGINEERING: <br />29349 <br />0 THOMAS A. WESER, PE <br />P.E. # 73242 FLORIDA <br />N 8ENJAMIN NIESE. PE <br />P.E. 0 86026 FLORIDA <br />6/7/21 <br />DATE <br />STATE <br />C) <br />0 <br />co <br />00 <br />cn <br />lo-1 <br />0 <br />uo) <br />00 <br />0) <br />m45 <br />0 <br />Q) <br />U <br />7:1 <br />.,_4 <br />O <br />r <br />cf) <br />*PuiteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />