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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-0--o" <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />9" STARTER <br />L COURSE <br />14 ®2 STY ALT. CMU SEAT @ -1Y; <br />*& EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB <br />SCALE. 1/2'4-0 <br />3/4' RECESS IN SLAB 10 1/2" <br />FINISH FLOOR- <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'4-0 RECESS WITH PAVERS <br />2x AT 24"O.C. MAX. <br />2x P.T. PLAT SECURED TO SLAB wl <br />3' POWDER ACTUATED FASTENERS OR <br />vk <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d <br />1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' O.C. <br />STEP PER PLAN <br />SLOPE <br />1'- 0" <br />6 <br />112" <br />(1) #4 ROD CONT ON <br />le <br />CHAIRS UNO <br />STEP CONDITION <br />Fo8 THICKENED SLAB <br />R GARAGE (NON -BEARING) <br />SCALE. 1/2"=1'-C <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />CLEAN COMPACTED FILL - <br />_01-011 I <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PVC SLEEVE <br />1'-4" 2 STORY <br />F1:3:BEARING PENETRATION DETAIL <br />SCALE: 1/2*=1'-O <br />M <br />PAVERS OR SLAB PER- SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />SCALE: 1/2'4-0 <br />3/4' RECESS IN SLAB — <br />FINISH FLOOR— <br />L L <br />-4" 0 2 STORY <br />RECESS WITH SLAB <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' D.C. OR (2) ROWS 12d <br />GUN NAILS 0 12" D.C. <br />START SLOPE HERE <br />2" <br />" R <br />� 0 <br />ROWS <br />2d <br />HERE_ <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />#5 REBAR <br />w/25" MIN LAP <br />m C.D <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />CMU COL. <br />PLAN <br />CONCRETE FOOTING <br />PER PLAN <br />SCALE: 1/2'4-0 <br />#5 REBAR <br />w/25" MIN LAP <br />­3: LLJ <br />CD <br />CE3 (D <br />2-1/2' @ IMPACT <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />POURED CURB <br />FINISH GRADE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />0. CONT. ON CHAIRS <br />_O <br />l-e ��@2 STOR-Y <br />EXT. MASONRY WALL@ GARAGE <br />SCALE: 1/2*=I'-0 <br />GROUT BE <br />—\Jill <br />DOOR <br />D PAVERS <br />PAVERS PER SPEC <br />DOOR PER SPEC <br />PAVERS PER <br />(T[ <br />(THICKNESS VARIES) <br />DOOR THRESHOLD <br />SPEC (THICKNESS <br />VARIES) <br />F. 1 <br />SLOPE <br />SLOPE <br />0'-0" F.E. <br />SLOPE <br />7/ <br />PER PLAN <br />7 7. <br />CIO <br />CZ> <br />III -III <br />III_I1 <br />MONOLITHIC FOUND. <br />MONOLITHIC <br />FOUND.—,--" <br />l'-4" 0 2-STORY <br />wA2) #4 DIA. RODS w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS l'-4" <br />• 2-STORY <br />CONT. ON CHAIRS <br />EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL <br />@ ENTRY (Pavers) <br />SCALE: 1/2*=I'-0 <br />SCALE: 1/2'=1'-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24"O.C. MAX. CHAIRS <br />TYPICAL 3 1/2" CONIC. <br />FINISH GRADE SLAB <br />SLOPE <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 CONT. ON <br />CHAIRS <br />THICKENED SLAB EDGE <br />PAVER AT CON <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PLAN <br />SALT. <br />BRICK <br />PER PLAN <br />THRESHOLD <br />OIL <br />/1"00 <br />00 <br />I i l-I I I_I_I 1-'' ' <br />n <br />3 <br />a <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />-0" <br />CONT. ON CHAIRS <br />III <br />ALT. FLUSH BRICK <br />r-,r • 2 STOTY <br />THRESHOLD <br />EXTERIOR DOOR SILL (@ ENTRY (Concrete) <br />PAVERS TYP. <br />—#4 BAR CONT. <br />COMPACTED FILL <br />GRADE BEAM <br />SCALE: 1/2'=I'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL <br />MIN. LAP SPLICE EACH <br />AS REQ'D IN PLANSIDE. <br />SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />ALTERNATE TO CORNER <br />SPUCE: PROVIDE CONT, <br />STEEL REINF. BARS BENT <br />BARS EQUALS NUMBER <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />TENT OF THE WITH THE IN <br />BUILDING CODE. <br />NUMBER OF REBAR <br />25" MIN. <br />PER PLAN <br />LAP SPLICE <br />F�12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2-4-0 SCALE: 1/2"=1'-0 <br />(1) #4 REINFORCMENT -7 SEE FOUNDATION PLAN BAR CONT. <br />CONIC. PER SCHEDULE <br />uj <br />uj <br />SLOPE TO DRAIN <br />SHOWER RECESS <br />SCALE: 1/2'=I'-0 <br />C,O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# 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 />10/5/20 <br />DATE <br />N <br />No. 8 <br />s <br />40 <br />C) <br />C? <br />00 <br />.7.4 <br />o <br />VJ <br />C:) <br />N <br />4j <br />C14 <br />U <br />ce) <br />• <br />(u <br />4_0 <br />N <br />I� <br />A, <br />th It e G rou pr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />D. 01 0\ 1 OA 0Q1 n (-'I k rN A 1 n IAI(-%- DI., I.4. r) Q 1 n C; 0 0 To[ 4. 1 en' D I e% e% Le e% I ON 4Q r% *1 fol r) A R t4 C- A C- At A I t-4 <br />