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PER ARCH 0'-0" SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING w/REBAR • AS NOTED ON FOUNDATION PLAN (IF REQUIRED) PER PLAN Fo3D)MASONRY COL. ON SPREAD FTG. `)SCALE 1/2'=1'-0 3/4' RECESS IN SLAB 10 1/2' FINISH FLOOR Cn 4s w SLOPE 8' OR 12' SQUARE REINF. PER PLAN 8' OR 12" SQUARE REINF. PER PLAN CMU COL PER CMU COL PER OR ROUND C.M.U. w/LAP PER OR ROUND C.M.U. w/LAP PER PLAN PLAN -EV. COL. PER PLAN I COVERSHEET COL PER PLAN COVERSHEET REBAR #5 REBAR ``' I w/25' MIN LAP � w/25" MIN LAP SLOPE I 0'-0" ::.E SLOPE I PAVERS OR SLAB PER SLOPE -0'-0" ' SLOPE —` SPEC. _- mca w�v mc� - owG� JQ z is p0 Ja Z PAVERS PER SPEC. " of CONCRETE FOOTING o CONCRETE FOOTING P CD CONCRETE FOOTING w/REBAR AS NOTED CONCRETE FOOTING w/REBAR AS NOTED '� w/REBAR AS NOTED o z o w/REBAR AS NOTED • " ' ON FOUNDATION PLAN ' '' ' ON FOUNDATION PLAN -*� • — • • + _ _- ON FOUNDATION PLAN REQUIRED) • . + .- ON ON FOUNDATION PLAN (IF REQUIRED) L (IF REWIRED) (IF REQUIRED) PER PLAN PER PLAN PER PLAN PER PLAN -1 I F036 MASONRY COL. ON SPREAD FTG. (Pavers) MASONRY COL. ON SPREAD FTG. (Concrete) F03c MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4' C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) 15 REBAR oo^ CD J Q Z m CD v o z SCALE 1/2'=1'-0 a W_ m Q Do -on ' SLOPE CONCRETE FOOTING w/REBAR AS NOTED ON FOUNDATION PLAN (IF REQUIRED) 8" C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR— PER PLAN I� SLOPE 8' C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25' LAP MIN. (1) #5 REBAR o� z io uj o Z I � 8" C.M.U. WALL FINISH PER ELEVATION SCALE: 1/2.4-0 MASONRY COLUMN PER PLAN SLOPE #5 BAR w/ 25" MIN LAP J Q _ PAVERS OR SLAB PE R7 m `D SPEC. o CONCRETE FOOTING Z • i` I � w/REBAR AS NOTED ON FOUNDATION PLAN PER PLAN (IF REQUIRED MAS NRY COLUMN ON SPREAD FTG. (Pavers) SCALE: 1/2'=1'-0 SCALE: 1/2'=1'-0 (1) #5 REBAR AT EACH Z FILLED CELL CMU STRUCK BOTH WAYS GROUT BE a w Ln —0 —O POURED CURB \ df\O'_G• F.F. > SLOPE FINISH GRADE , r o0 a0 o —MONOLITHIC FOUND. MONOLITHIC FOUND. w/(2) #4 DIA. RODS W/ (2) #4 REBAR 1�-8" 8' 1 I CONT. ON CHAIRS CONT. ON CHAIRS ° 1'-4 ®2 STORY 4EXT. MASONRY WALL @ GARAGE Fon EXTERIOR DOOR SILL @ POCKET 1 ZERO CORNER SGD SCALE: 1/2'=1'-0 SCALE 1/2'=1'-0 2-1/2' ® IMPACT GROUT BED DOOR PAVERS PER SPEC DOOR PER SPEC a a PAVERS PER 3 (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS I-L F_ SLOPE a 0'-0' F.F. VARIES) SLOPE Lit SCALE 1/2'=1'-0 DOOR PER SPEC DOOR THRESHOLD I III —I I I� I I —I I 00 p � 00 LI_ MONOLITHIC FOUND. I I—II- MONOTHIC FOUND. � „ - w/(2) #4 DIA. RODS , I I w/(2) #4 DIA. RODS III II I� _ I I_ 3 a _ CONT. ON CHAIRS. 1�_0; CONT. ON CHAIRS. 1� '-0' MONOLITHIC FOUND. MONOLITHIC FOUND. 1-0" " T 711''-4" 0 2-STORY w/(2) #4 DIA. RODS w/(2) #4 DIA, RODS 1 -0 1'-4 1'-4' ®2 STORY CONT. ON CHAIRS CONT. ON CHAIRS 1'-4' ®2-STORY 1'-4' O 2 ST Y Fos GARAGE DOOR RECESSED SILL Foy EXTERIOR DOOR SILL @SGD(Pavers)EXTERIOR DOOR SILL (@ ENTRY (Pavers) THREHOLD BRICK EXTERIOR DOOR SILL @ ENTRY SCALE 1/2'=1'-0 RECESS WITH PAVERS — -- RECESS WITH SLAB SCALE: 1/2'=1'-0 2x AT 24'O.C. MAX. 2x P.T. PLATE SECURED TO SLAB N/ 3' POWDER ACTUATED FASTENERS OR 2X AT 16' D.C. W/ TAPCpNs o 1s' O.0 OR (2) Rows t2d 1/2' G.W.B. EA SIDE 1/2' GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR GUN NAILS 012' O.C. 2x P.T. PLATE SECURED TO SLAB w/ WALL DETAIL 3' PONDER ACTUATED FASTENERS OR 2z AT 24°O.0 MAX SPECIFYING CIFYYINANCHOR REQUIREMENT STEP PER PLAN TAPCONS • is' O.C. OR (2) RONt312d STEP PER PLAN SLOPE ,ti • , •. .; .. GUN NAILS 012' O.C. 4•. >'= '�• ' �• START SLOPE HERE 2' 1/2' G.W.B. EA SIDE SLOPE LSO SLOPE •�;=-•:'.:< 4' 6 1/2' (1) #4 ROD CONT. ON ON #4 ROD CONT. CHAIRS UNO ON CHAIRS 6' 1i_0" 10 1/2' STEP COH<ATON FLUSH CONDITION STEP CONDI ON boa ` THICKENED SLAB @ GARAGE (NON -BEARING Fos THICKENED SLAB GARAGE BEARING SCALC i�2"-1'-0 SCALE: 112"=1'-0 8' C.M.U. FINISH 8' C.M.U. FINISH CORNER BAR WITH 25' PER ELEV. PER ELEV. VERTICAL DOWEL ':' f+ - MIN. LAP SPLICE EACH FINISH FLOOR AS REQ'D IN PLAN `_. SIDE FINISH GRADE SAME SIZE AS CLEAN COMPACTED ALL PENETRATING PIPE FINISH FLOOR CONT. FOOTING STEEL :- —0'-0' '� _ •`�:`�' LOOP TIE (TYP.) • ALTERNATE TO CORNER:.:; ' f' > _ NUMBER OF CORNER PENETRATING PIPE SPLICE PROVIDE CONT BARS EQUALS NUMBER g-- STEEL REINF. BARS BENT `�',' -_ , �; i `t OF CONT. BARS — AT CORNERS TO COMPLY �,' .. -� :;; _"•"'¢ i,,: ', — --- MONOLITHIC FOUND. WITH THE INTENT OF THE r `''' `"' "' �~ '' w/(2) #4 DIA. RODS + MONOLITHIC FOUND. BUILDING CODE. NUMBER OF REBAR 0 CONT. ON CHAIRS W/ (2) #4 DIA. PER PLAN RODS CONT. ON 25' MIN, PVC SLEEVE ,�--- PVC SLEEVE CHAIRS LAP SPLICE 1'-4' Q 2 STORY 'Fi2`\ REINF. PLACEMENT AT FTG. CORNERS 'Ft BEARING PENETRATION DETAIL (SIDE VIEVII) (FRONT VIEV� SCALE 1/2•=1'-0 SCALE 1/2•=1'-0 = (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB Fil THICKENED SLAB EDGE SCALE: 1/2"=1'-0 CONCRETE SLAB ON CLEAN COMPACTED ALL 1/8' SAW CUT SAW CUT M � H NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS, OF CONCRETE PLACEMENT. Fps TYPICAL SAW CUT JOINT SCALE: 1/2'=1'-0 PAVERS TYP. SLOPE (1) 14 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM VERIFY LOCATION f" " (1) #5 REBAR w/30' LAP MII FINISH GRADE PLAN MASONRY WALL ON SCALE 1/2'=1'-0 FTG. FINISH GRADE PER PLAN SCALE 1/2'=1'-0 2X AT 16' O.C. W/Vk 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 2' ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT SLOPE C. c• -r. O (2) #4 ROD CONT. ON CHAIRS 10 1 /2' 11'-0' 1.10 1 /2" _ 30"x3O*xl2" CONC. FTG. w/ (3) 14 r— REBAR EA. WAY M_ J VEHICLE SIDE OF PEDESTAL REBAR 3' OM TOP & 10' NO ® BOTTOM iV 30' I. ------------------ SCALE 1/2'=1'-0 LOCATE PER ARCHTECTURAL DRAWINGS (1) #4 REINFORCMENT 4' SEE FOUNDATION PLAN 4" BAR CONT. CONC. PER SCHEDULE a SLOPE TO DRAIN CAD .4 SHOWER RECESS SCALE 1/2'=1'-0 SCALE 1/2'=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFWING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS PER PLAN Is 10, 1'-0' 10' THICKEND SLAB @ INTERIOR WALL SCALE 1/2'=1'-0 OIL PER PLAN MONOLITHIC FOUND. W/ (2) #4 DIA. RODS CONT. ON CHAIRS 2X AT 16' O.C. W/ i/2' CWB EA. SIDE C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE ` �WIt11111 1 � r ST NA1. N N CL 0 U O l�J Chi r__4 GO 45 O 0 O 00 A� 45 N Z v� UM 4 V '� r"cn c� 4-11 N Puttee, PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S1.0