Laserfiche WebLink
I <br />MONOLITHIC FOUND <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />0:1::� EXTERIOR MASONRY WALL FTG <br />SCALE 1/2'=l'-O <br />3/4' RECESS IN SLAB 10 1/2' <br />FINISH FLOOR <br />W <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 />PAVERS OR SLAB PER SLOPE <br />SPEC. <br />CONCRETE FOOTING <br />PER PLAN <br />9' STARTER <br />COURSE <br />_B PER PLAN <br />ALT. CMU SEAT 0 -1Y" <br />FROM TOP OF SLAB rbdMASONRY WALL. CORNER ON SPREE FTG. <br />SCALE: 1/2'4-0 <br />C.M.U. WALL FINISH 3/4' RECESS IN SLAB <br />PER ELEVATION FINISH FLOOR� <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />4 GARAGE DOOR RECESSED SILL <br />SCALE 11/2'4-0 RECESS WITH PAVERS <br />2x AT 241C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />Y POW ACTUATED FASTENERS OR <br />TAPOONS 016. D.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 0 12' D.C. <br />STEP PER PLAN, SLOPE <br />b <br />v <br />1'-0" <br />Ion r6 1/2" (1) 14 ROD CONT. ON <br />q q q q CHAIRS LINO <br />STEP CONDITION <br />THICKENED SLAB (@ GARAGE (NON -BEARING) <br />SCALE: 1/2"=1'-0 <br />CLEAN COMP) <br />0, <br />PVC SLEEVE <br />1'4 0 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />8* C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />I <br />RECESS <br />CMU COL PER <br />PLAN <br />—15 REBAR <br />#5 REBAR <br />w/25' MIN LAP <br />� <br />W/25' MIN LAP <br />OIL-O,-O. SLOPE <br />-40-. <br />m C.D <br />CONCRETE FOOTING <br />q%v7 m C 5 <br />PER PLAN <br />CD <br />PER PLAN <br />tens) <br />MASONRY WALL CORNER ON SPREAD FTG. (Concrete) <br />8* C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />k f MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />,V PONDER ACTUATED FASTENERS OR <br />TAPCONS 0 16' O.C. OR (2) ROWS 12d <br />GUN NAILS 0 12' O.C. <br />START SLOPE HERE 2 <br />SLOPE <br />FLUSH CONDITION <br />PENETRATING <br />PVC SLEEVE <br />(1) 15 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />1, O_ <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 11Z=1'-0 -A 2-1/2' ®IMPACT <br />SCALE- 1/2'4-0 <br />GROUT BED DOOR DOOR PER SPEC <br />PAVERS PER SPEC PAVERS PER <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS <br />SLOPE <br />VARIES) <br />OlLu-C, F.F. <br />71 <br />PER PLAN SLOPE <br />00 <br />100 <br />1 0 <br />, MONOLITHIC FOUND. MONOLITHIC FOUND. "'I <br />1'-4* 0 2-STORY wA2) #4 DIA. RODS wA2) #4 DIA. RODS <br />CONT. ON CHAIRS CONT. ON CHAIRS l'-4' ®2-STORY <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers) <br />SCALE: 1/2'4-0 SCALE. 1/2*=1'-0 <br />(1) #4 ROD CONT. ON <br />2x AT 24*0.C. MAX. CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE SLAB <br />-1/1' G.W.B. EA. SIDE SLOPE <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />LOOP TIE (TYP.) <br />MONOLITHIC FOUND. <br />W/ (2) 14 DIA. <br />RODS CONT. ON <br />CHAIRS <br />THICKENED SLAB EDGE <br />SCALE 1/2*4-0 <br />(1) #4 REINFORCMENT A" SEE FOUNDATION PLAN .4" <br />BAR CONT. cc <br />CONC. PER SCHEDULE <br />L SLOPE TO DRAIN <br />'it." -V! <br />SHOWER RECESS <br />Wi wzo.;wl/o <br />Mom <br />iffirm <br />POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />PER PLAN <br />­- <br />ALT. BRICK <br />PER PLAN <br />SHOLD <br />THRESHOLD <br />OIL <br />00 <br />r <br />3" <br />L <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. RODS <br />L f-o" <br />L <br />CONT. ON CHAIRS <br />a, <br />ALT. FLUSH BRICK <br />?-4! 0 2 STi <br />Y <br />THRESHOLD <br />EXTERIOR DOOR SILL 0 ENTRY (Concrete) <br />PAVERS TYP. <br />1-jr- U (1) #4 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />_o <br />C, <br />04 <br />C=) <br />C14 <br />E <br />SCALE: 1/2*4-0 <br />VERTICAL DOWEL - <br />AS RE(lD IN PLAN <br />LAP SPLICE <br />:F:12) REINF. PLACEMENT AT FTG. CORNERS <br />SCALE- 1/2'4-0 <br />CORNER BAR WITH 25' <br />MIN. LAP SPLICE EACH <br />SIDE. SAME SIZE AS <br />CONT. FOOTING STEEL <br />NUMBER OF CORNER <br />OARS EQUALS NUMBER <br />OF CONT. BARS <br />NUMBER OF REBAR <br />PER PLAN <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />CI THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />12/3/20 <br />DATE <br />No. 860 <br />STATE <br />At. <br />(=) <br />c:> <br />Lr) <br />0 <br />qt:r <br />co <br />C? <br />Cn <br />00 <br />� <br />v <br />U <br />`Y' <br />ctS <br />O <br />Cf) <br />0 <br />tputte i 'upr <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly.] <br />SPECIFICATION LEVEL <br />Pulte <br />n \ 1 nil \ 0 0 1 n f­% L, A ..-\ 1 n I A It`- \ ID 1 1, 4. \ r) o 1 n rz n n \ -r: 4. 1 E- A 117- .4 <br />