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(1) #5 REBAR w/ 25' LAP <br />U.N.O. 8* OR 12' SQUARE <br />OR ROUND C.M.U. <br />8" C.M.U. FINISH PER ELEV. <br />COL PER PLAN <br />OL 4-0. <br />SLOPE <br />FINISH GRADE <br />co <br />MONOLITHIC FOUND. <br />*c:n, Z <br />PAVERS PER SPEC. <br />W/ (2) #4 DIA. RODS <br />CONCRETE FOOTING <br />CONT. ON CHAIRS <br />9' STARTER : <br />COURSE <br />is <br />w/REBAR AS NOTED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />14 0 2 ST <br />Y <br />ALT. CMU SEAT 0 -lV <br />F�01, EXTERIOR MASONRY WALL FTG <br />MOM Of <br />TOP SLAB <br />KFMASONRY ONRY COL. ON SPREAD FTG. PavE <br />SCALE 1/2'=1'-0 <br />SCALE 1/:?=I'-OPER <br />ARCH <br />A <br />PER ARCH <br />:m_ <br />n <br />u: <br />v <br />8" C.M.U. BLOCK FILLED <br />SOLID w/GROUT <br />a <br />ct <br />m <br />4* C.M.U. BLOCK PER ELEV. <br />E2 85 <br />4Ca.. <br />SLOPE <br />. . . . . . <br />25' LAP MIN. (1) #5 REBAR <br />'dk 0'-00 <br />SLOPE <br />is <br />Q= <br />u-j ;F <br />m <br />PAVERS OR SLAB PER SPEC. <br />CONCRETE FOOTING w/kEBAR <br />CONCRETE FOOTING <br />AS NOTED ON FOUNDA11ON <br />w/REBAR AS NOTED <br />PLAN (IF REQUIRED) <br />PER PLAN <br />ON FOUNDATION <br />PER PLAN <br />fl <br />PLAN (IF REQUIRED) <br />FwiDMASONRY COL ON SPREAD FTG. <br />SCALE 1/2*=1'-0 <br />314* RECESS IN SLAB10 1/20 <br />L <br />FINISH FLOOR— <br />Ln' <br />J <br />8' C.M.U. WALL FINISH <br />PER ELEVATION 3/4' RECESS IN SLAB <br />FINISH FLOOR <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />os GARAGE DOOR RECESSED SILL <br />SCALE llf=l'-O RECESS NTH PAVERS <br />2x AT 24'O.C. MAX. <br />2x P.T. PLATE SECURED M SLAB w/ Nk I <br />Y POW ACTUAB FASMOIS OR <br />TAPWIS 0 16' OLQ OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN NAILS 6 It at <br />STEP PER PLAN <br />0" 6 1/2" (1) #4 ROD CONT. ON <br />-1 11 CHAIRS LINO <br />STEP CONDITION <br />4� THICKENED SLAB 0 GARAGE (NON -BEARING) <br />2x P.T. RATE SECURED TO SUB w/ <br />r POND ACTUATED FASTENERS OR <br />TOO.C. OR (2) M 0 16 RM 12d <br />GUN WS 0 It O.C. <br />START SLOPE W---\ <br />SLOPE <br />SCALE: 1/2*=l'-O <br />CORNER BAR WITH 25! <br />VERTICAL DOWELMIN. <br />LAP SPLICE EACH <br />AS REQ'D IN <br />SIDE. SAME SZE AS <br />CLEAN COMR <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />NUMBER OF CORNER <br />SPLICE PROVIDE CONT. <br />STEEL REINF. BARS BENT <br />BARS EQUALS NUMBER <br />M BARS <br />AT CORNERS TO COMPLY <br />WITH TH THE INTENT OF <br />NUMBER OF REBAR <br />BUILDING CODE. <br />' <br />PER PLAN <br />25 MIN. <br />LAP SPLICE PVC SLEEVE f-e 0 2 STORY <br />—_'� F12 REINF. PLACEMENT AT FTG. CORNERS rF_13'BEARING PENETRATION DETAIL <br />SCALE: 1/2*=1'-0 <br />SCALE. <br />u <br />REINF. PER PLAN 8' OR 12" SQUARE REINF. PER PLAN CMU COL PER <br />OR ROUND C.M.U. <br />w/LAP PER W/LAP PER PLAN <br />COVERSHEET COL PER PLAN COVERSHEET <br />O.-0. <br />SLOPE PAVERS OR SLAB PER SLOPE <br />SPEC. <br />sM 0,= , 2 , <br />< 1 <br />CID - 1% m <br />uAg <br />o z! CONCRETE FOOTING CONCRETE FOOTING <br />w/lREBAR AS NOTED I w/REBAR AS NOTED <br />77 <br />ON FOUNDATION PLAN ON FOUNDATION PLAN (IF REQUIRED) (IF REQUIRED) <br />L PER PLAN L PER PLAN <br />wl <br />MASONRY COL ON SPREAD FTG. (Concrete) MASONRY WALL CORNER ON SPREAD FT( <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 />oZ <br />cm <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />SLOPE <br />MONOLITHIC FOUND. <br />wA2) 14 DIA. RODS <br />CONT. ON CHAIRS. <br />FLUSH CONDITION <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />FINISH GRADE <br />, <br />THICKENED SLAB EDGE <br />SCALE: -0 <br />2x AT 2eO.C. MAX <br />1/2' G.W.B. EA. WE <br />8" C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS TYP. <br />-10-u 4 (1) #4 BAR CONT. <br />i COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE 1/2'=I'-0 <br />MASONRY COLUMN <br />PER PLAN <br />SLOPE <br />#5 BAR w/ 25' <br />MIN LAP <br />---a: uj <br />10 <br />PAVERS OR SLAB PER <br />SPEC. <br />CONCRETE FOOTIN <br />G <br />w/REBAR AS NOTED %w <br />ON FOUNDATION PLAN PER PLAN <br />(IF REQUIRE wl <br />98NRY COLUMN ON SPREAD FTG. (Pavers) <br />SCALE 1/1`4-0 <br />SCALE: llf=l'-O <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />CMU STRUCK BOTH WAYS <br />l' 0' <br />EXT. MASONRY WALL @ GARAGE <br />SCALE 1/2-4 0 <br />—#5 REBAR <br />w/25" MIN LAP <br />C.D <br />lc:) <br />POURED CURB <br />FINISH GRADE <br />—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />26�1/2* 0 IMPACT <br />__j <br />GROUT BED <br />D DOOR PER SPEC <br />PAVERS PER SPEC <br />71-1 <br />:5 PAVERS PER <br />E�i <br />(THICKNESS VARIES) DOOR THRESHOLD <br />CL_ <br />SPEC (THICKNESS E5- <br />0'-0" F.F. <br />SLOPE iKO'-O' <br />F.F. <br />PER PLAN L <br />SLOPE <br />7/ <br />00 <br />>< <br />loo <br />-v <br />(3 <br />- <br />MONOLITHIC FOUND. FOUND. <br />MONOLITHIC <br />FOUND. --�j <br />I'-0` <br />q 11 <br />l'-4" 0 2-STORY <br />w/(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />q, <br />wA2) #4 DIA ' RODS 1'-4 ®2-STORY <br />IZT <br />CONT. ON CHAIRS <br />7 <br />oi'� EXTERIOR DOOR SILL @SGD <br />(Pavers) <br />EXTERIOR DOOR SILL @ ENTRY Tave <br />Pavers <br />SCALE 1/2'4-0 <br />_ <br />SCALE: 1/2*=1'-0, <br />-- vk <br />2X AT IV D.C. W/ <br />2X AT 16' O.C. W/ vk <br />1/2' GWB EA. SIDE <br />SEE HEADER/UNTEL PLAN FOR <br />1/27 GWB EA. SIDE <br />2 <br />SEE HEADER/LINTEL PLAN FOR <br />ASSOCIATED WALL DUAL <br />ASSOCIATED WALL DETAIL <br />SPECIM ANCHOR REQUIREMENT <br />START SLOPE HERE <br />SPECIFYING ANCHOR REQUIREMENT <br />STEP PER PLAN <br />SLOPE <br />SLOPEA, <br />-4 C <br />IC14 <br />(2) #4 ROD CONT. <br />(2) #4 ROD CONT, <br />1- <br />ON CHAIRS <br />6" <br />1'_O' 110 1/2" <br />CHAIRS- <br />ON CHAIRS <br />.- I� -1 <br />�U /Z.� <br />1'-0- <br />1U I/ZJ <br />q RUSH <br />CONDIiON <br />o�q� THICKENED SLAB @ GARAGE <br />(BEARING) <br />SCALE: 1/2*=1'-0 <br />PENETRATING <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 />(1) #4 REINFORCMENT 4! SEE FOUNDATION PLAN .4" <br />BAR CON T. <br />fi <br />fi <br />CONC. PER SCHEDULE <br />L SLOPE TO WAN <br />SHOWER RECESS <br />SCALE: 1/2'4-0 <br />CMU COL PER <br />PLAN <br />SLOPE <br />CONCRETE FOOTING <br />w/REBAR AS NO <br />TED <br />ON FOUNDATION PLAN <br />(IF REQUIRED) <br />PER PLAN <br />m <br />MASONRY WALL CORNER ON SPREAD FT <br />SCALE 1/2'=1'-0 <br />DOOR PER SPEC <br />DOOR THRESHOLD <br />ALT. FLUSH BRICK <br />THRESHOLD <br />EXTERIOR DOC <br />SCALE llr=l'-O <br />SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />SPECIFYING MOM REQUIREMENT <br />(2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />• <br />C14 <br />n t i-O <br />10, lop <br />THICKEND SW c@ INTERIOR WALL <br />SCALE 1/2'=1'-0 <br />—#5 REBAR <br />w/25' MIN LAP <br />.4 <br />uj <br />M55 <br />PER PLAN <br />MONOLITHIC FOUND, <br />W/ (2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />2X AT 16' D.C. W/ <br />1/2' CWB EA. SIDE <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />Cl THOMAS A. WESER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#86025 FLORIDA <br />4/20/21 <br />DATE <br />00 Z <br />STAT <br />R 9. <br />,����sl�NA4 ��G �, <br />5 <br />D <br />C) <br />O <br />oo <br />0 <br />O <br />M <br />u <br />0 <br />cq <br />z <br />liputto r0 - <br />PRODUCT MANAGER <br />- - - - <br />RELEASE <br />DATE: xx/xx/xxxx <br />PROJECT TYPE <br />Single Famfly <br />SPECIFICATION LEVEL <br />Nte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S1.o <br />