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-0'-O" 00 MONOLITHIC FOUND. i W/ (2) #4 DIA. RODS CONT. ON CHAIRS F01 EXTERIOR MASONRY WALL FTG SCALE: 1/2'=1'-0 PER ARCH Z J LZ w O �. 'gkO'-O" a ¢ SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR '' + AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN Fm MASONRY COL. ON SPREAD FTG. SCALE: 1 /2"=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR (1) #5 REBAR w/ 25" LAP 8" OR 12" SQUARE U.N.O. OR ROUND C.M.U. 8" C.M.U. FINISH PER ELEV. COL. PER PLAN SLOPE FINISH GRADE Z J � PAVERS PER SPEC. CONCRETE FOOTING`- w/REBAR AS NOTED 9" STARTER ; : y • ON FOUNDATION PLAN COURSE (IF REQUIRED) PER PLAN ALT. CMU SEAT @ -% FROM TOP OF SLAB Fo3B MASONRY COL, ON SPREAD FTG. (PavE 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR mom o Z SCALE: 1/2'4-0 z Q J a Ln W Wckf Cl- CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) DCD P PER PLAN REINF. PER PLAN 8" OR 12" SQUARE II-V w/LAP PER OR ROUND C.M.U. COVERSHEET COL. PER PLAN LLJ 0'-0' SLOPE I - �J: O Z H I mlo cCr:� � o Z P.: CONCRETE FOOTING •.. - w/REBAR AS NOTED �:..-e : �. ON FOUNDATION PLAN (IF REQUIRED) PER PLAN 41 MASONRY COL. ON SPREAD FTG. (Concrete) 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR uj oCk� z 'o z a N 0 REINF. PER PLAN CMU COL. PER CMU COL. PER '- w/LAP PER PLAN PLAN c� COVERSHEET I #5 REBAR I #5 REBAR a w/25" MIN LAP w/25" MIN LAP a PAVERS OR SLAB PER SLOPE _0'_0" SLOPE 4, SPEC.CD —` => v, m Uu' c O¢ Z c D OJ Z CONCRETE FOOTING < '' °' ' Cr- CONCRETE FOOTING m o� w/REBAR AS NOTED - w/REBAR AS NOTED `:: o Z ON FOUNDATION PLAN '`• ---•� '` ' o Z ON FOUNDATION PLAN (IF REQUIRED) (IF REQUIRED) PER PLAN PER PLAN fi F-wd MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete SCALE: 1/2'4-0 MASONRY COLUMN #5 BAR w/ 25" PER PLAN I MIN LAP SLOPE Cr w PAVERS OR SLAB PER m SPEC. o Z CONCRETE FOOTING'- w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRE8NRY MAS COLUMN ON SPREAD FTG. (Pavers) SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 (1) #5 REBAR AT EACH ¢ FILLED CELL a CMU STRUCK BOTH WAYS GROUT BE w <n POURED CURB p SLOPE �-. FINISH GRADE 'a. 00 c o —MONOLITHIC FOUND. MONOLITHIC FOUND. w/(2) #4 DIA. RODS W/ (2) #4 REBAR li CONT. ON CHAIRS CONT. ON CHAIRS 1'-8" 8" 1'-4' 0 2 STORYSTORY F� EXT. MASONRY WALL na GARAGE Fo�z EXTERIOR DOOR SILL C� POCKET I ZERO CORNER SGD 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 n PER ELEVATION 3/4 RECESS IN SLAB - DOOR Z PER ELEVATION GROUT BED DOOR PER SPEC ¢ " FINISH FLOOR PAVERS PER SPEC PAVERS PER 3 DOOR PER SPEC - "' (THICKNESS VARIES) DOOR THRESHOLD HICKNESS SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 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/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE rt 4" 1'-0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION os THICKENED SLAB @ GARAGE (NON -BEARING) SLOPE 11 . • MONOLITHIC FOUND. w/(2) #4 DIA. RODS 1 _O CONT. ON CHAIRS. 1'-4' ® 2 STORY RECESS WITH SLAB 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 GUN NAILS 012' O.C. ° START SLOPE HERE 2" 1/2 G.W.B. EA. SIDE SLOPE ;,. , .. FLUSH CONDITION SCALE: 1 /2"=V-0 ;; . ;. •. f CORNER BAR WITH 25' VERTICAL DOWEL •'' ': ': MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CLEAN COMPi II CONT FOOTING STEEL. kk ALTERNATE TO CORNER -.-:1 =� .... :.}.., NUMBER OF CORNER SPLICE: PROVIDE CONT.;"""+ ` BARS EQUALS NUMBER STEEL REINF. BARS BENT A r OF CONT. BARS AT CORNERS TO COMPLY ,j '• '"''-� `'+~ `:, WITH THE INTENT OF THE ` BUILDING CODE NUMBER OF REBAR „ PER PLAN 25 MIN. PVC SLEEVE LAP SPLICE 1'-4° 0 2 STORY F12 REINF, PLACEMENT AT FTG. CORNERS F1s BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 FINISH GRADE SLOPE .tom THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 SCALE: 1 /2°=1'-0 (1) #4 ROD CONT. ON T 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS CHAIRS PAVERS TYP. SLOPE TYPICAL 3 1/2" CONC. �.._. SLAB GRADE -_ " z =1 i lI I �:; •.•- I I it lI III $ (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM LVA \ DOORTHRESHOLD PER PLAN FSLR0'-0° F.f.PER PLAN ALT. BRICK O -O" 1; Z Q 4 PER PLAN a= — — — THRESHOLD — — = IT - — — —�' z 00 a — — — 1I I=1 I I=1 I I —I o III —I I —I I- _ =1 — — = i' I—i I- 1=1 � 1=1 I I �� I- _ � ' • MONOLITHIC FOUND. 1� '-0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" �. H — W/ (2) #4 DIA. RODS 1'-4@ 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS J: :' r —_ 1-0 CONT. ON CHAIRS CONT. ON CHAIRS CONE ON CHAIRS 1'-4 0 2-STORY , - I I 1'-4' 0 2 STO Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL cr ENTRY (Pavers) THRESHOLD EXTERIOR DOORSILL @ ENTRY (Concrete) SCALE:1/2'=1'-0 SCALE: 1/2'4-0 MASONRY COLUMN #5 BAR w/ 25" PER PLAN I MIN LAP SLOPE Cr w PAVERS OR SLAB PER m SPEC. o Z CONCRETE FOOTING'- w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRE8NRY MAS COLUMN ON SPREAD FTG. (Pavers) SCALE: 1/2"=1'-0 SCALE: 1/2"=1'-0 (1) #5 REBAR AT EACH ¢ FILLED CELL a CMU STRUCK BOTH WAYS GROUT BE w <n POURED CURB p SLOPE �-. FINISH GRADE 'a. 00 c o —MONOLITHIC FOUND. MONOLITHIC FOUND. w/(2) #4 DIA. RODS W/ (2) #4 REBAR li CONT. ON CHAIRS CONT. ON CHAIRS 1'-8" 8" 1'-4' 0 2 STORYSTORY F� EXT. MASONRY WALL na GARAGE Fo�z EXTERIOR DOOR SILL C� POCKET I ZERO CORNER SGD 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 n PER ELEVATION 3/4 RECESS IN SLAB - DOOR Z PER ELEVATION GROUT BED DOOR PER SPEC ¢ " FINISH FLOOR PAVERS PER SPEC PAVERS PER 3 DOOR PER SPEC - "' (THICKNESS VARIES) DOOR THRESHOLD HICKNESS SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. 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/ 3' POWDER ACTUATED FASTENERS OR TAPCONS 016' O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS 012' O.C. STEP PER PLAN SLOPE rt 4" 1'-0" 6 1/2" (1) #4 ROD CONT. ON CHAIRS UNO STEP CONDITION os THICKENED SLAB @ GARAGE (NON -BEARING) SLOPE 11 . • MONOLITHIC FOUND. w/(2) #4 DIA. RODS 1 _O CONT. ON CHAIRS. 1'-4' ® 2 STORY RECESS WITH SLAB 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 GUN NAILS 012' O.C. ° START SLOPE HERE 2" 1/2 G.W.B. EA. SIDE SLOPE ;,. , .. FLUSH CONDITION SCALE: 1 /2"=V-0 ;; . ;. •. f CORNER BAR WITH 25' VERTICAL DOWEL •'' ': ': MIN. LAP SPLICE EACH AS REQ'D IN PLAN SIDE. SAME SIZE AS CLEAN COMPi II CONT FOOTING STEEL. kk ALTERNATE TO CORNER -.-:1 =� .... :.}.., NUMBER OF CORNER SPLICE: PROVIDE CONT.;"""+ ` BARS EQUALS NUMBER STEEL REINF. BARS BENT A r OF CONT. BARS AT CORNERS TO COMPLY ,j '• '"''-� `'+~ `:, WITH THE INTENT OF THE ` BUILDING CODE NUMBER OF REBAR „ PER PLAN 25 MIN. PVC SLEEVE LAP SPLICE 1'-4° 0 2 STORY F12 REINF, PLACEMENT AT FTG. CORNERS F1s BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 FINISH GRADE SLOPE .tom THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 SCALE: 1 /2°=1'-0 (1) #4 ROD CONT. ON T 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS CHAIRS PAVERS TYP. SLOPE TYPICAL 3 1/2" CONC. �.._. SLAB GRADE -_ " z =1 i lI I �:; •.•- I I it lI III $ (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM LVA \ DOORTHRESHOLD PER PLAN FSLR0'-0° F.f.PER PLAN ALT. BRICK O -O" 1; Z Q 4 PER PLAN a= — — — THRESHOLD — — = IT - — — —�' z 00 a — — — 1I I=1 I I=1 I I —I o III —I I —I I- _ =1 — — = i' I—i I- 1=1 � 1=1 I I �� I- _ � ' • MONOLITHIC FOUND. 1� '-0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" �. H — W/ (2) #4 DIA. RODS 1'-4@ 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS J: :' r —_ 1-0 CONT. ON CHAIRS CONT. ON CHAIRS CONE ON CHAIRS 1'-4 0 2-STORY , - I I 1'-4' 0 2 STO Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL cr ENTRY (Pavers) THRESHOLD EXTERIOR DOORSILL @ ENTRY (Concrete) SCALE:1/2'=1'-0 25 MIN. PVC SLEEVE LAP SPLICE 1'-4° 0 2 STORY F12 REINF, PLACEMENT AT FTG. CORNERS F1s BEARING PENETRATION DETAIL SCALE: 1 /2"=1'-0 FINISH GRADE SLOPE .tom THICKENED SLAB EDGE SCALE: 1 /2"=1'-0 SCALE: 1 /2°=1'-0 (1) #4 ROD CONT. ON T 8" C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS CHAIRS PAVERS TYP. SLOPE TYPICAL 3 1/2" CONC. �.._. SLAB GRADE -_ " z =1 i lI I �:; •.•- I I it lI III $ (1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM LVA \ DOORTHRESHOLD PER PLAN FSLR0'-0° F.f.PER PLAN ALT. BRICK O -O" 1; Z Q 4 PER PLAN a= — — — THRESHOLD — — = IT - — — —�' z 00 a — — — 1I I=1 I I=1 I I —I o III —I I —I I- _ =1 — — = i' I—i I- 1=1 � 1=1 I I �� I- _ � ' • MONOLITHIC FOUND. 1� '-0" MONOLITHIC FOUND. MONOLITHIC FOUND. 1'-0" �. H — W/ (2) #4 DIA. RODS 1'-4@ 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS J: :' r —_ 1-0 CONT. ON CHAIRS CONT. ON CHAIRS CONE ON CHAIRS 1'-4 0 2-STORY , - I I 1'-4' 0 2 STO Y ALT. FLUSH BRICK EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL cr ENTRY (Pavers) THRESHOLD EXTERIOR DOORSILL @ ENTRY (Concrete) SCALE:1/2'=1'-0 2X AT 16' O.C. W/ 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE . µ•� ... .•�' 4 N (2) 14 ROD CONT. ON CHAIRS 6" 1'-0" 10 1/2" STEP CONDITTON � THICKENED SLAB @ GARAGE (BEARING) SCALE: 1 /2"=1'-0 PENETRATING PVC SLEEVE VI 8" C.M.U. FINISH PER ELEV. FINISH FLOOR LOOP TIE (TYP.) MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS SCALE: 1 /2'=1'-0 2X AT 16" O.C. W/ 1/2° GWB EA. SIDE 2" SEE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL START SLOPE HERLSLOPE SPECIFYING ANCHOR REQUIREMENT (2) 14 ROD CONT. ON CHAIRS 10 1/2" 1- 1'-0" 1-10 1/2"[ (1) #4 REINFORCMENT 4" SEE FOUNDATION PLAN 4" BAR CONT. J a CONC. PER SCHEDULE 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 FINISH GRADE —11 t- ' •' I III-1 '~ o • PAVERS PER PLAN (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 -+•r . -0" 10" SCALE: 1/2'=1'-0 2X AT 16' O.C. W/ 1/2' CWB EA. SIDE C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 I0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/9/21 DATE`�1�g111iltt� tf ' o.86025 " MM � STATE OF O O O C? T ..4 00 45 M O O 000 iy C IS N U `Y' M to -O r C" M O N r� { *PulteGroup- RODUCT MANAGER RELEASE DATE: XX XX XXXX cs � 0 't f, I k; PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0