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(1) #5 REBAR w/ 25" LAP U.N.O. 8" OR 12' SQUARE 8" C.M.U. FINISH PER ELEV. OR ROUND C.M.U. COL PER PLAN OIL -O'-O" SLOPE M FINISH GRADE —� •� I '. a PAVERS PER SPEC. MONOLITHIC FOUND. • W/ (2) #4 DIA. RODS • ' CONT. ON CHAIRS 9" STARTER `' " CONCRETE FOOTING ' 0 2 ST Y COURSE SEAT1 " PER PLANVi PER PLAN or - Foi EXTERIOR MASONRY WALL FTG FROMCTIOP SLAB _ Foas MASONRY COL. ON SPREAD FTG. Pavi SCALE: 1/2"=1'-0 - -- _ SCALE: 1/2'=1'-D PER ARCH PER ARCH wo o_ Q l O'-O"j SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING PER PLAN PER PLAN of ��MASONRY COL. ON SPREAD FTG. SCALE: 1 /2'4-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR�� REINF. PER PLAN 8' OR 12" SQUARE REINF. PER PLAN CMU COL. PER w/30' LAP MIN. OR ROUND C.M.U. w/30LAP MIN. PLAN COL PER PLAN (n W SLOPE SLOPE PAVERS OR SLAB PER - 3 w �, SPEC. —' �� is m� ir o z jl o z CONCRETE FOOTING ' PER PLAN CONCRETE FOOTING PER PLAN PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) Rk MASONRY WALL CORNER ON SPREAD FTG - 8" C.M.U. BLOCK FILLED Z 8" C.M.U. BLOCK FILLED SOLID w/GROUT SOLID w/GROUT - 4" C.M.U. BLOCK PER ELEV. w f C. 4" C.M.U. BLOCK PER ELEV. < - 25" LAP MIN. (1) #5 REBAR 01_p" SLOPE 25' LAP MIN. (1) #5 REBAR `a o CC z io W m C9 v f o z o z CONCRETE FOOTING 0. ^- PER PLAN PER PLAN of 01 SCALE 1/2'=1'-0 MASONRY COLUMN PER PLAN SLOPE #5 BAR w/ 25" MIN LAP CMU COL PER PLAN —#5 REBAR w/25" MIN LAP OIL-op-0" SLOPE w w�— m CONCRETE FOOTING PER PLAN Z_ PER PLAN ieN MASONRY WALL CORNER ON SPREAD FT SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH FILLED CELL a CMU STRUCK BOTH WAYS GROUT BE cn w w POURED CURB \ Q .h0,_��_ _ � SLOPE 0 o FINISH GRADE , 00 ' ooCD ' I PAVERS OR SLAB PER o o —MONOLITHIC FOUND. MONOLITHIC FOUND. SPEC. ..: I I •• w/(2) #4 DIA. RODS W/ (2) #4 REBAR ". ' CONC. FTG. PER PLAN -0 CONT. ON CHAIRS CONT. ON CHAIRS 1-8 8 I_ 1 L PER PLANpi 1'-4-4' 00 2 STORY MASONRY COLUMN ON SPREAD FTG. (Pavers) wa EXT. MASONRY WALL @ GARAGE _ Folz EXTERIOR DOOR SILL @ POCKET 1 ZERO SCALE 1/2'=1'-0 SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 8" C.M.U. WALL FINISH 8" C.M.U. WALL FINISH 2-1/2" ®IMPACT PER ELEVATION 3/4 RECESS IN SLAB PER ELEVATION GROUT BED DOOR DOOR PER SPEC FINISH FLOOR PAVERS PER SPEC o_ PAVERS PER cn (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS � �� -A;'-1'-0 VARIES) -� SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 1'-4' 0 2 STORY GARAGE DOOR RECESSED SILL -� SCALE: 1/2'=1'-0 RECESS WITH PAVERS 2x AT 24'O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ Y POW ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2' G.W.B. EA. SIDE GUN NAILS 012' D.C. STEP PER PLAN SLOPE .;�.� 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION THICKENED SLAB 0 GARAGE (NON -BEARING) SLOPE i� MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24'0.C. MAX 3' POWD ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d GUN NAILS 012' O.C. START SLOPE HERE 2" 1/2" G.W.B. EA SIDE SLOPE FLUSH CONDITION SCALE: 1/2"=1'-0 :' ',: .. CORNER BAR WITH 25' VERTICAL DOWEL :'• :,y': r•. y MIN. LAP SPLICE EACH AS REQ'D IN PLAN AS REQ'D IN P�� ' • •: SIDE. SAME SIZE AS CLEAN COMPI :IL CONT. FOOTING STEEL S -::�:• NUMBER OF CORNER ALTERNATE TO CORNER •' ::: =.:: y..: SPLICE: PROVIDE CONT. STEEL REINF. BARS BENT ; . i''" -- '""'`' BARS EQUALS NUMBER OF CONT BARS AT CORNERS TO COMPLY WITH THE INTENT OF THE BUILDING CODE. NUMBER OF REBAR " PER PLAN 25 MIN. PVC SLEEVE LAP SPUCE 1'-4' 0 2 STORY Ft2 REINF. PLACEMENT AT FTG. CORNERS Fls BEARING PENETRATION DETAIL SCALE: 1 /2'=1'-0 FINISH (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. SLOPE SLAB r: ;� :• Z THICKENED SLAB EDGE SCALE: 1 /2•=1'-0 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS VI PAVERS TV. (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM 777 F F• SLOPE _ .� ► ,..... PER PLAN 00 � ' 00 1� '-0" MONOLITHIC FOUND. MONOLITHIC FOUND.""' OUND. 11'-4' 0 2-STORY2-S�TORY� w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS 1'_4• ®2_STORY CONT. ON CHAIRS CONT. ON CHAIRS EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOORSILL @ ENTRY SCALE: 1/2"-i'-0 SCALE: 1/2'=1'-0 2X AT 16" O.C. W/ 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL STEP PER PLAN SPECIFYING ANCHOR REQUIREMENT SLOPE . i•• . ••y.. \ CV (2) #4 ROD CONT. ON CHAIRS 6" 1'_0" 10 1/2' STEP CONDI ON THICKENED SLAB 0 GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE 8' C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 2X AT 16' O.C. W/ 1/2' GWB EA. SIDE 2" SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL START SLOPE HERL— SL;,,� SPECIFYING ANCHOR REQUIREMENT cli (2) #4 ROD CONT. ON CHAIRS 10 1/2"[ 1'-0" 1-10 1/2"[ (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. J a_ CONC. PER SCHEDULE w a SLOPE TO DRAIN SHOWER RECESS SCALE:1/2'=1'-0 VERIFY LOCATION IN FIELD - (1) #5 REBAR w/30" LAP MIN. FINISH GRADE PER — PLAN —#5 REBAR w/25" MIN LAP io OJ Q Z m C-1) CORNER SGD DOOR PER SPEC DOOR THRESHOLD PER PLAN 0 -C ALT. BRICK - PER PLAN THRESHOLD ,. 00 MONOLITHIC FOUND. WF W/ (2) #4 DIA. RODS CONT. ON CHAIRS ALT. FLUSH BRICK 1'-4' 0 2 ST Y THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) FINISH GRADE • `- PAVERS PER PLAN 1'-4" (2) #4 REBAR MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS .t Y 10" 1'-0" 10" �THICKEND SLAB@INTERIOR WALL @ 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 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 11 /16/20 DATE``�,�TI111 � r STATE OF Q/ �111111+► CV O N 9 95 U oC;> cM 00 M �..� O C)n%••i 4 t9 U 0 � 'd •O � N � tpulter,..; sue_ T N v v o ra i S O M M 00 L42 W Q A z p w PRODUCT MANAGER I RELEASE I DATE: XX /xx /xxxx PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0