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(1) #5 REBAR w/ 25" LAP <br />U.N.O. <br />8" C.M.U. FINISH PER ELEV. <br />0;—OD <br />FINISH GRADE <br />Go <br />MONOLITHIC FOUND.-----�- <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />7 COURSE_ <br />1'-4- 0 2 STY ALT. CMU SEAT @ -1Y2' <br />-01 ! EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE: 1/2'4-0 <br />3/4' RECESS IN SLAB 10 1/2 8° C.M.U. WALL FINISH <br />FINISH FLOOR— - PER ELEVATION <br />SLOPE <br />.................. ................... <br />.............. <br />-------MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />CMU COL. PER <br />PLAN <br />PAVERS OR SLAB PER—, <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />SLOPE <br />)3c) MASONRY WALL <br />SCALE: 1/2'4-0 <br />3/4' RECESS IN SLAB <br />FINISH FLOOR------\ <br />CMU COL. PER <br />PLAN <br />#5 REBAR <br />w/25" MIN LAP <br />OIL 4-0" SLOPE <br />m C.D CONCRETE FOOTING <br />PER PLAN <br />;2E <br />M PER PLAN PER PLAN <br />DER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. <br />#5 REBAR <br />w/25" MIN LAP <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />E� POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />I CONT ON CHAIRS <br />u <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2*=I'-0 <br />SCALE: 1/2*=1'-0 <br />8" C.M.U. WALL FINISH 2-1/2' @ IMPACT <br />I <br />PER ELEVATION GROUT BED PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERS PER <br />(-�� DOOR PER SPEC <br />IC-14 T I C <br />(THICKNESS VARIES) <br />DOOR <br />SPEC (THICKNESS <br />SLOPE <br />SLOPE <br />F.E. I SLOP <br />OLLO' F.E. I <br />ii VARIES) <br />SLOPE 7/ <br />DOOR THRESHOLD <br />N, <br />Illl , 01 <br />*SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />1'-4* @ 2 STORY <br />SCALE 1/2'=I'-0 <br />RECESS WITH PAVERS <br />RECESS WITH M <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 0 16' D.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />STEP PER PLAN <br />3* POWDER ACTUATED FASTENERS OR <br />TAPCONS @ 16- O.C. OR (2) ROWS 12d <br />�SLLDPE�:- <br />GUN NAILS 0 12' O.C. <br />CD <br />START SLOPE HERE 2" <br />4, <br />SL <br />R PE. <br />6 �1/2- <br />(1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />FLUSH CONDITION <br />THICKENED SLAB <br />@ GARAGE (NON -BEARING) <br />SCALE: 1/2"4-0 <br />CLEAN COMN <br />I <br />PVC SLEEVE <br />V-4! 0 2 STORY <br />F:1:s) BEARING PENETRATION DETAIL <br />SCALE: 1/2"=1'-O <br />IDE VI <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PENETRATING <br />PVC SLEEVE <br />PLAN <br />PER PLAN <br />ALT. BRICK <br />ER PLAN <br />THRESHOLD <br />00 <br />z <br />cc <br />CD <br />I I F IIF <br />00 <br />-lllt7=1,T <br />LLJ <br />MONOLITHIC FOUND. <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND. <br />1'-0" <br />W/ (2) #4 DIA. RODS <br />w/(2) #4 DIA. RODS <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />l'-4* ®2-STORY <br />CONT. ON CHAIRS <br />l'-4* 0 2-STORY <br />CONT. ON CHAIRS <br />ALT. FLUSH BRICK <br />7­� 0 2 ST01Y <br />EXTERIOR DOOR SILL @SGD (Pavers) <br />EXTERIOR DOOR SILL (@ ENTRY <br />(Pavers) <br />THRESHOLD <br />EXTERIOR DOOR SILL (@ ENTRY (Concrete) <br />SCALE 1/2"=1'-0 SCALE: 1/2-4-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24'0.C. MAX. CHAIRS <br />TYPICAL 3 1/2- CONC. <br />1/2" G.W.B. EA. SIDE FINISH GRADE SLOPE SLAB <br />4.. <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 />THICKENED SLAB EDGE <br />PAVERS TYP. <br />110m1101"Is M m <br />U (1) 14 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE: 1/2-4-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL MIN. LAP SPLICE EACH <br />AS REQ'D IN PLAN A%4-- SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL. <br />NUMBER OF CORNER <br />SPUCE: PROVIDECONT. <br />STEEL REINF. BARS BENT OF CONT. BARS <br />AT CORNERS TO COMPLY _7 <br />WITH THE INTENT OF THE NUMBER OF REBAR <br />BUILDING CODE. 25" MIN. PER PLAN <br />LAP SPLICE <br />F12REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2-4-0 111j SCALE: 1/2'=I'-O <br />(1) #4 REINFORCMENT SEE FOUNDATION PLAN <br />BAR CONT. <br />CONC. PER SCHEDULE <br />w <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2'4-0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />10/9120 <br />DATE X11111111 it <br />*.860 <br />STAT <br />.... cp <br />At. <br />1111110 <br />Mo <br />C? <br />r-4 <br />00 <br />4 <br />O <br />O <br />Cr <br />CN <br />Cc) <br />r--4 <br />8 <br />wbA <br />C', <br />O <br />N <br />as <br />A, <br />All <br />-13111w— <br />NftlteGroup- <br />will <br />o <br />O <br />00 <br />Cn <br />U-) <br />CPU <br />C) <br />(D <br />as <br />�D <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN <br />PLAN NAME Cedar <br />NP(C CHILD NUMBER <br />2810.500 <br />SHEET S1.0 <br />ED- 01 0\ 1 nA\ OP1 n rkrirNr"e-in—(',nr4eirA I nIA/('-\ n C;0()\ T;+In Q I ^ el Ll t17 \ I + Q M n t-1 *1 -F*1 ^ r) %A. fl A r:' AtAl t-1 <br />I I I il 11 j BLIP[ I -Ail, 111, AW d i W.Aw;�A:l it ALI ij ii kli A i I I I I I I <br />