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(1) #5 REBAR w/ 25" LAP g" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL: PER PLAN 4-0"L SLOPE tlA' FINISH GRADE —� MONOLITHIC FOUND. 00 I o z I - PAVERS PER SPEC. P..: W/ (2) #4 DIA. RODS CONCRETE FOOTING ls' CONE. ON CHAIRS 9" STARZR w/REBAR AS NOTED ON FOUNDATION PLAN COURSE(IF REQUIRED) PER PLAN 1-4' ®2 STO Y ALT. CMU SEAT @ 4/2"=01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB Fm MASONRY COL, ON SPREAD FTG. (Pau( -J SCALE: 1/2"=1'-0 PER ARCH It Z 1i _� a W � .�. W M Cm O'-O" ¢ SLOPE => t PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN fl Fom MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR Cn An Y 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR CD¢ z M C-D g o z SCALE: 1/2'4-0 PER ARCH 01 Z� J W �. w a¢ O'-O" ' SLOPE py CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PER PLAN PLAN (IF REQUIRED) 8" C.M.U. WALL FINISH PER ELEVATION 3/4" RECESS IN SLAB FINISH FLOOR — SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-0 RECESS WITH PAVERS 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24"O.C. MAX. 3' POWDER ACTUATED FASTENERS OR TAPCONS 016° O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS ®12' 0 C STEP PER PLAN SLOPE — .y• '• N O \ 2x P.T. PLATE SECURED TO SLAB w/ — 3' POWDER ACTUATED FASTENERS OR TAPCONS 0 16' O.C. OR (2) ROWS 12d GUN NAILS 0 12' O.C. START SLOPE HERE— CI NX 1' -0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS LINO STEP CONDITION os THICKENED SLAB @ GARAGE (NON -BEARING) SCALE: 1 /2"=1'-0 ,, •. ;, CORNER BAR WITH 25' VERTICAL DOWEL :' # ` : ':� MIN. LAP SPLICE EACH AS REQ'D IN PLAN ' ` SIDE. SAME SIZE AS CLEAN COMP CONT. FOOTING STEEL C -0'- ALTERNATE TO CORNER ' NUMBER OF CORNER SPLICE: PROVIDE CONE." STEEL REINF. BARS BENT - ' "'` ` ` ` '' ` ` '" ' r `'.:'e BARS EQUALS NUMBER OF CONT. BARS AT CORNERS TO COMPLY �, : •~ '"' y. WITH THE INTENT OF THE ` ` BUILDING CODE. NUMBER OF REBAR " PER PLAN 25 MIN. PVC SLEEVE LAP SPLICE 1'-4' ® 2 STORY F12 REINF. PLACEMENT AT FTG. CORNERS m BEARING PENETRATION DETAIL RECESS WITH SLAB REINF. PER PLAN w/LAP PER COVERSHEET Z 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR C) o Z w � � oz 8" C.M.U. WALL FINISH PER ELEVATION SLOPE .. MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. FLUSH CONDITION SCALE: 1 /2'=1'-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLOPE SLAB THICKENED SLAB EDGE SCALE: 1/2"=1'-0 SCALE: 1 /2"4-0 2x AT 24"O.C. MAX. 1/2" G.W.B. EA. SIDE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. (1) #4 BAR CONE. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 8" OR 12" SQUARE Iti OR ROUND C.M.U. COL. PER PLAN I w SLOPE 6• I P' CONCRETE FOOTING I. w/REBAR AS NOTED ..�:-..� ON FOUNDATION PLAN ' (IF REQUIRED) PER PLAN MASONRY COL. ON SPREAD FTG. (Concre SCALE 1/2'4-0 MASONRY COLUMN PER PLAN PAVERS OR SLAB PER —J SPEC. CONCRETE FOOTING •:' w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED MAS NRY COLUMN ON SPREAD FTG. REINF. PER PLAN CMU COL. PER w/LAP PER PLAN COVERSHEET #5 BAR w/ 25" MIN LAP o�^ z uj mc-D� Z M PAVERS OR SLAB PER SLOPE 'SPEC. CONCRETE FOOTING w/REBAR ASNOTEDON FOUNDATION PLAN(IF REQUIRED) PER PLAN o3c MASONRY WALL CORNER ON SPREAD F1 SCALE 1/2"=1'-0 (1) #5 REBAR AT EACH FILLED CELL CMU STRUCK BOTH WAYS CMU COL. PER PLAN —#5 REBAR #5 REBAR Cn w/25° MIN LAP I w/25" MIN LAP OIL-O'-O" SLOPE c0 0 Q Z LLJ tD ¢ Z w w � m CONCRETE FOOTING ;; m CD w/REBAR AS NOTED o Z ON FOUNDATION PLAN o Z (IF REQUIRED) PER PLAN reds) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) SCALE: 1 /2"=1'-0 POURED CURB FINISH GRADE a- o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS I 1'_n" I CONE. ON CHAIRS 1'-4' @ 2 STORY2 S=TOR�Y EXT. MASONRY WALL @ GARAGE �/ - - - -- - SCALE: 1 /2"=1'-0 Z /2" ® IMPACTDOOR a GROUT BED VERS PER SPEC DOOR PER SPEC PAVERS PER 3" ICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS L:::SLOP DOOR PER SPEC �aVARIES) DOOR THRESHOLD PER PLAN 0E— 0'-0" F.F. SLOPE 0-0" PER PI AN "�' ALT. BRICK ;d - ¢ THRESHOLD ♦ .. .P.. .... .y � z �`; � `. PER PLAN 1�1=1�1=1�1-100 o III JII—ICI- _ —_ —I 111=III III (_3 I I I_I I I - MONOLITHIC FOUND. -0" MONOLITHIC FOUND. MONOLITHIC FOUND.----"' W/ (2) #4 DIA. RODS 1'-4r" 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS s < - 1'-0" CONT. ON CHAIRS CONT. ON CHAIRS CONE. ON CHAIRS 1'-4" 0 2-STORY ,� ` A I I 1'-4' 2 STO Y ALT. FLUSH BRICK Fo7 EXTERIOR DOOR SILL @SGD Pavers EXTERIOR DOOR SILL ENTRY Pavers THRESHOLD EXTERIOR DOOR SILL (@ ENTRY (Concrete) SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 2X AT 16" O.C. W/ 2X AT 16' O.C. W/Vk 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2" GWB EA. SIDE " 2 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE _i. CD (2) 14 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 1'-0" l0 1/2" ON CHAIRS 10 1/2" 1'_0" IU -1 L STEP CONDI ON FLUSH CONDI11ON F� THICKENED SLAB GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE 8" C.M.U. FINISH PER ELEV. KNISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS (1) #4 REINFORCME 4n SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE NT J L1 a SLOPE TO DRAIN .r. r SHOWER RECESS SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT, ON CHAIRS CV :. -0" 10" 1 THICKEND SLAB @ INTERIOR WALL SCALE 1/2"=1'-O 2X AT 16" O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20121 DATE��4t11111 4 > _ Nrr" •� E OF .. ,,. fllilll oQ Mo ? e-4 00 M d1 C 4-J M N U m co to is-� bA N � *PulteGroup- ED, m s s� N V V m o_ � M O 00 O N 1 ti r� can 0 H o �w +, Q ^u Z cn O � O H as H 4C Q O PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVJ IDATAM1,11011 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 r SHOWER RECESS SCALE: 1/2'=1'-0 SCALE: 1/2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT, ON CHAIRS CV :. -0" 10" 1 THICKEND SLAB @ INTERIOR WALL SCALE 1/2"=1'-O 2X AT 16" O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20121 DATE��4t11111 4 > _ Nrr" •� E OF .. ,,. fllilll oQ Mo ? e-4 00 M d1 C 4-J M N U m co to is-� bA N � *PulteGroup- ED, m s s� N V V m o_ � M O 00 O N 1 ti r� can 0 H o �w +, Q ^u Z cn O � O H as H 4C Q O PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVJ IDATAM1,11011 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0 *PulteGroup- ED, m s s� N V V m o_ � M O 00 O N 1 ti r� can 0 H o �w +, Q ^u Z cn O � O H as H 4C Q O PRODUCT MANAGER RELEASE DATE: XX XX XXXX WVJ IDATAM1,11011 PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0