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(1) #5 REBAR wl 25" LAP <br />U.N.O. 8' OR 12' SQUARE <br />OR ROUND C.M.U. <br />8" C.M.U. FINISH PER ELEV. COL PER PLAN <br />of -off <br />SLOPE <br />FINISH GRADE <br />00 <br />PAVERS PER SPEC.-J <br />MONOLITHIC FOUND. ------ <br />W/ (2) 14 DIA. RODS <br />CONT. ON CHAIRS <br />9' STARTER <br />CONCRETE FOOTING--`� <br />COURSE <br />PER PLAN PER PLAN <br />ALT. CMU' SEAT 0 -1)r <br />1�01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB (F—w-� MASONRY COL. ON SPREAD FTG. (Pavi <br />SCALE. 1/N'-0 <br />� 0. tTERS <br />PER ARCH :PER ARCH <br />-4 1-4-Vll 2 S Y <br />8 C.M.U. BLOCK FILLED <br />SOLID w/GROLIT <br />85 CD <br />Cl- m 4' C.M.U. BLOCK PER ELEV. E5 <br />< <br />Af\ 0'-0" SLOPE Af\ 0'-0" 1 d SLOPE <br />25- LAP MIN. (1) #5 REBAR <br />sn <br />Lu <br />Q LJ Cr <br />CD <br />PAVERS OR SLAB PER SPEC.co <br />CONCRETE FOOTING CONCRETE FOOTING <br />PER PLAN PER PLAN <br />PER PLAN PER PLAN <br />wl #1 <br />J�w MASONRY COL. ON SPREAD FTG. <br />SCAIL 1/2'4-0 <br />3/4' RECESS IN SLAB 10 1/2" <br />FINISH FLOOR — <br />GARAGE <br />8' C.M.U. WALL FINISH <br />PER ELEVATION 3/4' RECESS IN SLAB <br />FINISH FLOOR <br />SLOPE <br />-7::l <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS. <br />RECESSED SILL <br />' <br />SCALE. 11r=I'-0 RECESS WITH PAVERS <br />2x AT 241C. MAX. <br />2x P.T. PLATE SECURED TO SLAB w/ Vk <br />Y POWER ACTUATED FASTENERS OR <br />TAPCONS 0 16- at OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE <br />GUN KkILS 6 12 <br />O.C. <br />I <br />STEP PER PLAN <br />SLOPEE <br />(1) #4 ROD CONT. ON <br />6 �vZ—CHAIRS UNO <br />STEP CONDITION <br />THICKENED SLAB @ GARAGE (NON -BEARING) <br />a <br />1-0$ <br />q <br />1'-4* 0 2 STORY <br />2x P.T. RATE SECURED TO SLAB w/ <br />5' POOR ACTUATED FASTENERS OR <br />TAIM 0 16- O.C. OR (2) ROWS 12d <br />GUN WS 0 if O.C. <br />START SLOPE HERE 2D <br />SLOPE <br />FLUSH CONDITION <br />--,)-SCALE: 1/2'=1'-0 <br />CORNER BAR WITH 25' <br />VERTICAL DOWEL <br />MIN. LAP SPUCE EACH <br />AS REQ'D IN PLANSIDE. <br />SAME SIZE AS <br />CLEAN COMP) <br />CONT. FOOTING STEEL <br />ALTERNATE TO CORNER <br />NUMBER OF CORNER <br />SPLICE: PROVIDE OX <br />*- <br />BARS EQUALS NUMBER <br />STEEL REINF. BARS BENT <br />I <br />. - t. . .... . CO., I * ' <br />OF CONT. BARS <br />AT CORNERS TO COMPLY <br />WITH THE INTENT OF THE <br />BUILDING CODE <br />NUMBER OF REBAR <br />' <br />PER PLAN <br />25 MIN. PVC SLEEVE <br />UP SPUCE l'-,r 0 2 STORY <br />F12 REINF. PLACEMENT AT FTG. CORNERS F13 BEARING PENETRATION DETAIL <br />SCALE: 1/2'-4-0 <br />FINISH GRADE <br />(1) #4 ROD CONT. ON <br />CHAIRS <br />TYPICAL 3 1/2' CONC. <br />SLOPE SLAB <br />THICKENED SLAB EDGE <br />SCALE- 1/2'4-0 <br />SCAM 1/2'4-0 <br />MWA <br />204 ;W/o Rio <br />AlIntm 0 <br />ing <br />M <br />REINF. PER PLAN <br />8' OR 12' SQUARE <br />REINF PER PLAN <br />CMU COL PER <br />w/30" LAP MIN. <br />OR ROUND C.M.U. <br />W/30 LAP MIN. <br />PLAN <br />COL PER PLAN <br />SLOPE <br />PAVERS OR SLAB PER SLOPE <br />CD <br />*101 <br />t.' <br />I <br />SPEC. <br />CID LIJ <br />m C.D <br />Ic <br />'c=> <br />CONCRETE FOOTING <br />PER PLAN <br />CONCRETE FOOTING <br />PER PLAN PER PLAN <br />41 <br />PER PLAN <br />i <br />MASONRY COL ON SPREAD FTG. (Concrete) <br />(*) MASONRY WALL CORNER ON SPREAD FTG. i <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 />C <br />CD = <br />C <br />b z <br />8' C.M.U. WALL FINISH <br />PER ELEVATION <br />)NOUTHIC FOUND. <br />1(2) 14 DIA. RODS <br />AT, ON CHAIRS. <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 />FINISH GRADE <br />PENETRATING PIPE <br />MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />PAVERS TYP. <br />110-- U 4 (1) 14 BAR CONT. <br />COMPACTED FILL <br />PAVER AT CONCRETE GRADE BEAM <br />SCALE- 1/2-4-0 Vm 11f=1I-0 <br />(1) #5 REBAR AT EACH - <br />FILLED CELL <br />MASONRY COLUMN <br />#5 BAR w/ 25' CMU STRUCK BOTH WAYS <br />PER PLAN <br />MIN LAP <br />SLOPE <br />• L'i <br />m <br />cc <br />uj <br />PAVERS OR SLAB PER <br />SPEC. <br />CONC. FTG. PER PLAN <br />PER PLAN <br />01 <br />MASONRY COLUMN ON SPREAD FTG. Eaverls <br />—#5 REBAR <br />w/25' MIN LAP <br />Lm" <br />ZR <br />POURED CURB <br />- I . FINISH GRADE <br />- <br />—MONOLITHIC FOUND. <br />wA2) #4 DIA. RODS <br />CONT. ON CHAIRS <br />V-0, L <br />1"!4! 0 2 STO'RY <br />CMU COL <br />PLAN <br />-O'-O" <br />SLOPE <br />ldk <br />\-F <br />i--. , : <br />CONCRETE FOOTING <br />PER PLAN <br />PER PLAN <br />MASONRY WALL CORNER ON SPREAD FT <br />vm 11f=1'-0 <br />SCALE 1/2*=1'-0 '-.S�CAIL-1/2�=l'-o <br />26gl2* 0 IMPACT <br />D DOOR PER SPEC <br />GROUT BED C!S PAVERS PER (3 DOOR PER SPEC <br />(THICKNESS VARIES) DOOR THRESHOLD SPEC 'THICKNESS <br />VARIES) DOOR THRESHOLD PER PLAN <br />SLOPE <br />PAVERS PER SPEC <br />R 40'-0' F.E. <br />No----w SLOPE -0" <br />6 D as <br />PAVERS <br />(THICKNESS <br />E <br />0i <br />—#5 REBAR <br />W/25' MIN LAP <br />LO <br />m <br />PER PLAN <br />I BRICK <br />PER PLAN <br />>< <br />THRESHOLD <br />00 <br />EE31E <br />4 <br />(3 MONOLITHIC FOUND. <br />Lj <br />V-0. MONOLITHIC FOUND. 11•-08 W/ (2) 14 DIA. RODS <br />MONOLITHIC FOUND. is <br />q 11 -ON L <br />wA2) 14 DIA. RODS CONT. ON CHAIRS <br />wA2) 14 DIA. RODS <br />l'-4! 0 2-STORY 1-4 0 2-STORY <br />CONT. ON CHAIRS CONT. ON CHAIRS I FLUSH BRICK ?-4! 0 2 ST&Y <br />EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY (Pavers THRESHOLD <br />EXTERIOR DOOR SILL Q ENTRY (Concrete) <br />-SbE <br />SCALE 1/2*=1'-0 <br />2X AT 16* D.C. W/ <br />,k <br />2X AT 16' D.C. W/ <br />112' GWB EA. SIDE <br />SEE HEADER/UNTEL PLAN FOR <br />1/2' GWB EA. SIDE <br />SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />2' <br />ASSOCIATED WALL DETAIL <br />SPECIFYING ANCHOR REQUIREMENT <br />START SLOPE HERE <br />SPECIFYING ANCHOR REQUIREMENT <br />STEP PER PLAN <br />�S�LOPE <br />"OPE: <br />(2) 14 ROD CONT. <br />(2) #4 ROD CON1 <br />ON CHAIRS <br />6* <br />11-0m <br />10 1/2' <br />ON CHAIRS <br />- 10 1/2, <br />1- 11-01, <br />(10 1/2' <br />STEP CONDI ON <br />1, <br />4THICKENED SLAB @ GARAGE (BEARING) <br />- ) SCALE: 1/2-4-0 <br />PENETRATING <br />8' C.M.U. FINISH <br />PER ELEV. <br />FINISH FLOOR <br />TYP.) (1) 4 REINFORCMENT <br />LOOP TIE14" <br />BAR CONT. <br />MONOLITHIC FOUND. <br />W/ (2) #4 DIA. <br />RODS CONT. ON <br />CHAIRS <br />CONC. PER SCHEDULE <br />4" <br />J SLOPE TO DRAIN <br />'11, fi <br />SHOWER RECESS <br />SCALE: . 1/2*=I'-O <br />VERIFY LOCATION <br />(1) #5 REBAR <br />w/30" LAP Mll <br />FINISH GRADE <br />PLAN <br />MASONRY WALL ON CONTINUOUS FTG. <br />SCALE- 1/2*=I'-0 <br />FINISH GRADE <br />PER PLAN <br />SCALE- 1/2*=I'-0 <br />SEE HEADER/UNTEL PLAN FOR <br />ASSOCIATED WALL DETAIL <br />SPE"G ANCHOR REQUIREMENT <br />(2) 14 DIA. RODS <br />CONT. ON d CHAIRS <br />V-0. 10. <br />THICKEND SLAB @ INTERIOR WALL <br />SCALE: 1/2-4-0 <br />-2X AT 16' O.C. W/ <br />1/2' CWB EA. SIDE <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />11 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E.#06025 FLORIDA <br />10/15/20 <br />DATE <br />... <br />No. 8"6 <br />40 <br /># <br />AtOR19 <br />MAI. <br />C! <br />00 <br />%. <br />C=) <br />00 <br />0N <br />4.5 <br />Clq <br />u <br />lkPulte r"oup- <br />PRODUCT MANAGER <br />- - I <br />RELEASE <br />DAM xx /xx /xxxx <br />PROJECT TYPE <br />Single F*ly <br />SPECIFICATION LEVEL <br />Ptflte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S1.0 <br />