Laserfiche WebLink
(1) #5 REBAR w/ 25" LAP <br />U.N.O. CMU COL. PER — <br />8" C.M.U. FINISH PER ELEV. PLAN <br />4_4_-0" PAVERS OR SLAB PERK <br />FINISH GRADE SPEC. <br />0o �_ f <br />o CONCRETE FOOTING <br />MONOLITHIC FOUND. PER PLAN <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS 9" STARTER <br />COURSE - ~ <br />1-4' .2 IT Y ALT. CMU SEAT 0-1Y2" <br />=01 EXTERIOR MASONRY WALL FTG FROM TOP of SLAB <br />SCALE: 1/2'=1'-0 <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />CR POURED CURB <br />FINISH GRADE <br />�jo —MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />11_ _D <br />1-4�^ CONT. ON CHAIRS <br />'2 STORY <br />EXT. MASONRY WALL @ GARAGE <br />SCALE: 1/2"=1'-0 <br />2x AT 24"O.C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ <br />3' POWDER ACTUATED FASTENERS OR <br />TAPCONS 016' D.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS ®12' O.C. <br />STEP PER PLAN <br />SLOPE <br />4 <br />6 1/2" (1) #4 ROD CONT. ON <br />CHAIRS UNO <br />STEP CONDITION <br />os THICKENED SLAB @ GARAGE (NON -BEARING) <br />SCALE: 1 /2"=1'-0 <br />CLEAN COMP) <br />PVC SLEEVE <br />1'4 6 2 STORY <br />F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'=1'-0 <br />BOND BEAM PER PLAN <br />(1) #5 REBAR <br />w/30" LAP MIN. <br />FINISH GRADE PER <br />PLAN <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 />(SIDE VIQN <br />WALL HEIGHT PER PLAN <br />FINISH GRADE <br />�'=1 � 1- ::'. • � : ;: `:::.....I — III-� <br />PAVERS PER PLAN <br />14 (2) #4 REBAR <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE: 1/2"=1'-0 <br />' 3 <br />-v <br />0 <br />0 <br />0 <br />CD <br />CV <br />O <br />N <br />C'4 <br />a� <br />CD <br />0 <br />U <br />W <br />J <br />d <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG, <br />#5 REBAR <br />w/25" MIN LAP <br />w <br />C7 0 ^ <br />J Q Z <br />M CD <br />Z <br />CMU COL PER - <br />PLAN <br />Lu <br />w <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FTG. <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 �2n PER ELEVATION 3/4° RECESS IN SLAB - <br />FINISH FLOOR FINISH FLOOR <br />W ,.4" <br />SLOPE <br />MONOLITHIC FOUND. <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />GARAGE DOOR RECESSED SILL <br />SCALE: 1/2'=1'-0 RECESS WITH PAVERS <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 />PVC SLEEVE <br />il <br />2x AT 24'O.C. MAX. <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 />#5 REBAR <br />w/25" MIN LAP <br />� ¢ z <br />C m CD <br />Z <br />8" C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />LII MONOLITHIC FOUND. <br />= I w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2" CONC. <br />FINISH GRADE SLAB <br />SLOPE <br />r <br />THICKENED SLAB EDGE <br />SCALE: 1/2'4-0 <br />(1) #4 REINFORCMENT 4n SEE FOUNDATION PLAN 4" <br />BAR CONT. a <br />a <br />CONC. PER SCHEDULE w <br />SLOPE TO DRAIN <br />. <br />SHOWER RECESS <br />SCALE: 1/2"=1'-0 <br />PER ARCH <br />J L.� <br />CMU COLUMN PER PLAN #5 REBAR n w� <br />I w/25" MIN LAP o <br />SLOPE <br />SLOPE <br />=: <br />w <br />z <br />PAVERS OR SLAB PER SPEC. <br />PAVERS OR SLAB PER o ; <br />CONC FTG PER PLAN CONCRETE FOOTING <br />PER PLAN <br />2'-0" PER PLAN <br />G 8' SQUARE MASONRY COLUMN ON SPREAD FTG. Fom MASONRY COL. ON SPREAD FTG. <br />SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 <br />2-1/2' ® IMPACT <br />GROUT BED DOOR DOOR PER SPEC Q <br />PAVERS PER SPEC a PAVERS PER 3" a DOOR PER SPEC <br />Ic-li(THICKNESS VARIES) DOOR THRESHOLD tr SPEC (THICKNESS <br />a VARIES)OiLDOOR THRESHOLD PER PLAN <br />-0" F.F. SLOPE 0'-0" F.F. 0' <br />SLOPE _0" <br />PER PLAN BRICK PER PLAN <br />,.. - <br />I_ RESHOLD <br />co —I—I—II00 <br />_ <br />, ..:::....... <br />ElIMiI1 ;I <br />• l it li = a _ - MONOLITHIC FOUND. <br />II_ <br />MONOLITHIC FOUND. MONOLITHIC FOUND. 1' 0" W/ (2) #4 DIA. RODS <br />'r w/(2) #4 DIA. RODS i 1 -0 CONT. ON CHAIRS <br />1'-4" 6 2-STORY w/(2) #4 DIA. RODS - <br />CONT. ON CHAIRS CONT. ON CHAIRS 1-4' @ 2-STORY 1,1:: A III 1'_4 <br />ALT. FLUSH BRICK <br />i� EXTERIOR DOOR SILL @SGD (Pavers► EXTERIOR DOOR SILL @ ENTRY (Pavers) THRESHOLD EXTERIOR DOOR SILL (@ ENTRY (Concrete) <br />8" C.M.U. BLOCK FILLED <br />Q L�: � A <br />SOLID w/GROUT <br />- <br />4" C.M.U. BLOCK PER ELEV. <br />Cn <br />25" LAP MIN. (1) #5 REBAR <br />—OSLOPE <br />O'" <br />w <br />in of ¢ z <br />m <br />o ;2E <br />CONCRETE f00T1NG <br />PER PLAN <br />PER PLAN <br />SCALE: 1/2"=1'-O SCALE: 1/27=1'-0 <br />CORNER BAR WITH 25" <br />VERTICAL DOWEL ` - MIN. LAP SPUCE EACH <br />AS REO'D IN PLAN SIDE. SAME SIZE AS <br />PAVERS TYP. CONT. FOOTING STEEL. <br />SLOPE_ .I <br />GRADE r <br />ALTERNATE TO CORNER -::� ' ' . NUMBER OF CORNER <br />.:._..:.ate.:•.. ' i%': 4" 9 ' �y.v4 <br />-III- SPDCE: PRONDE CONT. '�: ��'`'"`• - •• ^"'�`` BARS EQUALS NUMBER <br />OF CONT. BARS <br />=I I I I I I i lI STEEL REINE BARS BENT <br />AT CORNERS TO COMPLY ::.:� :. :.:,...: �.A;• `,: <br />(1) #4 BAR CONT. WITH THE INTENT OF THE NUMBER OF REBAR <br />COMPACTED FILL <br />BUILDING CODE. PER PLAN <br />25" MIN. <br />LAP SPLICE <br />PAVER AT CONCRETE GRADE BEAM F12 REINF. PLACEMENT AT FTG. CORNERS <br />SCALE: 1/2"=1'-0 <br />SCALE: 1 /2'=1'-0 <br />8" C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />4" C.M.U. BLOCK PER ELEV. <br />25" LAP MIN. (1) #5 REBAR <br />a <br />�¢ z <br />w�v <br />o Z <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 />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />10/26/20 <br />DATE t����1111t1/! 1j <br />y ATE QP <br />Rl <br />lIII1i <br />EN <br />O <br />CV <br />c� <br />a <br />C) <br />U <br />O <br />o <br />O <br />cn <br />r--+ <br />00 <br />c'n <br />O <br />\ <br />O <br />00 <br />P^1 <br />Cr <br />U <br />`Y' <br />M <br />o <br />bA <br />N <br />mPulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Sin le Famil <br />SPECIFICATION LEVEL <br />Mte <br />PLAN NAME <br />S ruce <br />NPC nILD NUMBER <br />2116.501 <br />SHEET <br />S1.0 <br />