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II i I 1 ___ I I LL I _ <br />(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER <br />8" C.M.U. FINISH PER ELEV. PLAN <br />-O'-0" <br />FINISH GRADE <br />ao ' <br />o z <br />MONOLITHIC FOUND. - <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER -0" COURSE • ' ~ <br />1-4' 0 2 STY ALT. CMU SEAT @ 41 <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <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 />Of Im <br />MASONRY WALL CORNER ON SPREAD FTG, iWALL CORNER ON SPREAD FTG, i <br />SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 <br />8" C.M.U. WALL FINISH <br />3/4' RECESS IN SLAB 10 1 /2" PER ELEVATION 3/4" RECESS IN SLAB <br />FINISH FLOOR FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />.: w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />11_DH <br />1'-4' 0 2 STORY <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 <br />RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />Vk <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 012' O.C. <br />STEP PER PLAN <br />�SLOPE <br />ti 4 <br />o <br />n <br />4 <br />c0 <br />6 <br />1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />Fos THICKENED SLAB <br />@ GARAGE <br />NON -BEARING <br />SCALE: 1 /2"=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED ALL <br />FINISH GRADE <br />—0'-0" <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />I CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4' 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />0 <br />0 <br />N <br />O <br />N <br />T <br />0 <br />w <br />0 <br />a <br />Ill <br />CMU COL. PER <br />PLAN <br />-#5 REBAR <br />w/25' MIN LAP LLJ <br />SLOPE <br />w <br />o <br />� ¢ z <br />m CONCRETE FOOTING <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) PER PLAN <br />rers)MASONRY WALL CORNER ON SPREAD FTGWALL CORNER ON SPREAD FTG. <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />P <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-0" <br />1'-4' 0 2 STORY <br />RECESS WITH <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' O.C. OR (2) ROWS 12d <br />GUN NAILS 012" O.C. <br />START SLOPE HERE 2" <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />126111111,11 <br />VI <br />-#5 REBAR <br />w/25" MIN LAP <br />Z <br />w w g <br />m CD <br />o z <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />Q POURED CURB <br />FINISH GRADE <br />-MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />.ai��CONT. <br />ON CHAIRS <br />1'-4 � 2 STOR*Y <br />EXT, MASONRY WALL @ GARAGE <br />SCALE: 1/2'=1'-0-� SCALE: 1/2'=1'-O <br />_ z <br />LID <br />" @ IMPACT <br />GROUT BED S PER SPEC DOOR PER SPEC w <br />PAVERS PER 3" DOOR PER SPEC <br />NESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />VARIES) DOOR THRESHOLD PER PLAN <br />F. - ' F.F. 0 —O" <br />SLOPEdk <br />7, <br />...:... . <br />PER PLAN x ALT. BRICKco -9or- <br />PER PLAN <br />z <br />THR ESHOLD <br />z <br />... III -III -III ; I � o . • : I I I_I I I -III_ J 00 • <br />I=1 11=1 I I ;I - ;.r, III -III ITI-1 1I- <br />_ (3 ,�_.', MONOLITHIC FOUND. <br />1'-0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" t n - W/ (2) #4 DIA. RODS <br />w/(2) #4 DIA. RODS 1-0 CONT. ON CHAIRS <br />1'-4" ® 2-STORY CONT. ON CHAIRS w/(2) #4 DIA. RODS 1'-4' 0 2-STORY <br />CONT. ON CHAIRS III ALT. FLUSH BRICK 1'-4' 0 2 ST Y <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ave ENTRY (Pm THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) <br />SCALE: 1 /2'4-0 SCALE: 1 /2'4-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24'O.C. MAX. CHAIRS <br />TYPICAL 3 1/2" CONIC. <br />FINISH GRADE SLOPE SLAB <br />1/2' G.W.B. EA. SIDE _ - <br />THICKENED SLAB EDGE <br />PAVERS TYP. <br />W/o iW00 irl <br />�(1) #4 BAR CONT <br />\\� COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1 /2'=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />• :. <br />': <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN <br />•; <br />SIDE. SAME SZE AS <br />��' <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />�` <br />. <br />.` <br />f • s <br />NUMBER OF CORNER <br />SPLICE: PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />• ` <br />y"'`. " -- <br />` �. ,' * ' <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY, <br />'""`�• <br />, <br />WITH THE INTENT OF THE <br />. ' <br />'� <br />: A' <br />.4 <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />Vol <br />LAP SPLICE <br />F12 REINF. PLACEMENT AT FTG. CORNERS <br />-� SCALE: 1/2'=1'-0-SCALE: 1/2'=1'-0 <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" <br />BAR CONT. <br />CONC. PER SCHEDULE w <br />Uj <br />SLOPE TO DRAIN <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON `D <br />CHAIRS <br />Fps SHOWER RECESS <br />O <br />CD <br />M <br />e--1 <br />00 <br />Cn <br />O <br />VJ <br />� <br />O <br />O <br />00 <br />A <br />'r' <br />Ur__4I <br />`Y' <br />c� <br />O <br />r-' <br />w <br />bA <br />cf) <br />N <br />� <br />IkPu Ite <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famil <br />F3 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />2/16/21 <br />DATE,`,t11lI1t <br />i <br />i PLAN NAME <br />4, Cedar <br />N • 88Q NPC CHILD NUMBER <br />_ * 2810.500 <br />ATE �tkl SHEET <br />•• � S1.0 <br />� •. R Epp .•' `�`� <br />NAL <br />`\ <br />