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(1) #5 REBAR w/ 25" LAP U.N.O. g" OR 12" SQUARE 8" C.M.U. FINISH PER ELEV. OR ROUND C.M.U.COL. PER PLAN OIL -0'-0" SLOPE FINISH GRADE I 0o g. o z PAVERS PER SPEC. MONOLITHIC FOUND. - W/ (2) #4 DIA. RODS • ' + :' CONT. ON CHAIRS 1'-0" 9" STARTER _ CONCRETE FOOTING COURSE PER PLAN PER PLAN 1-4" @ 2 STORY ALT. CMU SEAT @ -1Y" =01 EXTERIOR MASONRY WALL FTG FROM TOP OF SLAB F—WB MASONRY COL. ON SPREAD FTG. (PavE SCALE: 1/2"=1'-0 PER ARCH z � Q J �w w O 0'-0" m Q SLOPE PAVERS OR SLAB PER SPEC. CONCRETE FOOTING PER PLAN PER PLAN Faso MASONRY COL. ON SPREAD FTG. SCALE: 1/2"=1'-O 3/4" RECESS IN SLAB 10 1 /2" FINISH FLOOR 4 " W 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV 25" LAP MIN. (1) #5 REBAR � w 0 w � m c-D o Z SCALE: 1/2"=1'-0 PER ARCH z � o_ N �o 1. wm 0 -O SLOPE p; CONCRETE FOOTING PER PLAN PER PLAN 8" C.M.U. WALL FINISH 3/4" RECESS IN SLAB PER ELEVATION FINISH FLOOR cn 05 SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. GARAGE DOOR RECESSED SILL SCALE: 1/2"=1'-O RECESS WITH PAVERS 2x AT 24"O.C. MAX. 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUATED FASTENERS OR TAPCONS @ 16° O.C. OR (2) ROWS 12d 1/2" G.W.B. EA. SIDE GUN NAILS ®12 O.C. STEP PER PLAN SLOPE i N CD 4" 1'-0" 6 1/2" (1) 14 ROD CONT. ON CHAIRS LINO os THICKENED SLAB @ GARAGE (NON -BEARING) REINF. PER PLAN w/30" LAP MIN. w m C-D 8" C.M.U. BLOCK FILLED SOLID w/GROUT 4" C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) #5 REBAR 0 �o¢z wC-D 'o z 8" C.M.U. WALL FINISH PER ELEVATION SLOPE MONOLITHIC FOUND. w/(2) #4 DIA. RODS CONT. ON CHAIRS. LIN RECESS WITH SLAB 2x P.T. PLATE SECURED TO SLAB w/ 3" POWDER ACTUATED FASTENERS OR TAPCONS @ 16' O.C. OR (2) ROWS 12d GUN NAILS 012" O.C. START SLOPE HERE \2' SLOPE 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) J CONT. FOOTING STEEL. ALTERNATE TO CORNER'- LL . NUMBER OF CORNER SPLICE: PROVIDE CONT. STEEL REINF, BARS BENT a BARS EQUALS NUMBER 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' @ 2 STORY F12 REINF, PLACEMENT AT FTG. CORNERS Fq BEARING PENETRATION DETAIL SCALE:1/2"=1'-0 SCALE:1/2" -0 (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2" CONC. FINISH GRADE SLOPE SLAB z I_ SIN M THICKENED SLAB EDGE SCALE: 1 /2"4-0 VZOM iiiii 4vzi I" 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 8" OR 12" SQUARE OR ROUND C.M.U. COL PER PLAN LLJ SLOPE CONCRETE FOOTING PER PLAN PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) REINF. PER PLAN CMU COL. PER w/30" LAP MIN. PLAN w oZ CO CD SCALE: 1/2"4-0 MASONRY COLUMN #5 BAR w/ 25" PER PLAN 11 MIN LAP SLOPE w CD �¢Z w C mCD PAVERS OR SLAB PER o SPEC. Z CONC. FTG. PER PLAN PER PLAN 1 MASONRY COLUMN ON SPREAD FTG. Pavers SCALE: 1 /2"=1'-0 PAVERS OR SLAB PER-. SPEC. �F I CONCRETE FOOTING PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1 /2"=1'-0 (1) #5 REBAR AT EACH - FILLED CELL CMU STRUCK BOTH WAYS #5 REBAR w/25" MIN LAP z POURED CURB FINISH GRADE o —MONOLITHIC FOUND. w/(2) #4 DIA. RODS 1�� CONT. ON CHAIRS 1'-4" @ 2 STORY EXT. MASONRY WALL @ GARAGE SCALE: 1 /2"=1'-0 2-1 /2" @IMPACT - ::,I GROUT BED DOOR DOOR PER SPEC Q � PAVERS PER SPEC � PAVERS PER 3 DOOR PER SPEC (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS CMU COL. PER PLAN CIO I -O'-O" SLOPE CONCRETE FOOTING PER PLAN PER PLAN of MASONRY WALL CORNER ON SPREAD FTG. SCALE: 1 /Z4-0 -#5 REBAR w/25" MIN LAP w co O z J Q w C) of m�� o z VARIES) DOOR THRESHOLD PER PLAN F_ SLOPE 0'-0" F.F. SLOPE7/ gk 0'-0" :.: PER PLAN ALT. BRICK — Q ESHOLD z PER PLAN 00 THR III—III=1=1 00 o III=1 III— � a ...::' .:........ III —III=„ I I- 3„ I I 1-11 I- _ w - MONOLITHIC FOUND. MONOLITHIC FOUND. q '` - W/ (2) #4 DIA. RODS MONOLITHIC FOUND. 1-O 1 _0 CONT. ON CHAIRS w/(2) #4 DIA. RODS w/(2) #4 DIA. RODS " 4 _-_ 1'-4" @ 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS 1-4 @ 2-STORY �; _ 1'-4-4 111 ALT. FLUSH BRICK 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/ 1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR 1/2" GWB EA. SIDE SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL 2 ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT STEP PER PLAN SLOPE SLOPE f \ N cV (2) #4 ROD CONT. (2) #4 ROD CONT. ON CHAIRS 6" 1'4' 10 1/2 ON CHAIRS 10 1/2" 1'_O" 10 1/2" THICKENED SLAB @ 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 IDE VIEW) (FRONT VIEW) VERIFY LOCATION IN FIELD (1) #5 REBAR w/30" LAP MIN. PAVERS TYP. 30"x3O"x12" CONC. FTG. w/ (3) #4 rRAnF r REBAR EA. WAY FINISH GRADE PER- "��(1) #4 BAR CONT. COMPACTED FILL PAVER AT CONCRETE GRADE BEAM PLAN FINISH GRADE PAVERS PER PLAN 1-4 (2) #4 REBAR VEHICLE SIDE OF PEDESTAL F36P MASONRY WALL ON CONTINUOUS FTG. SCALE: 1/2"=1'-0 #4 REBAR 3" FROM TOP & 10" BEND @ BOTTOM Cl- Cif m a' N 30" GAS WATER HEATER PEDESTAL SCALE: 1 /2"=1'-0 LOCATE PER ARCHITECTURAL DRAWINGS SCALE: 1 /2"=1'-0 SEE HEADER/LINTEL PLAN FOR ASSOCIATED WALL DETAIL SPECIFYING ANCHOR REQUIREMENT (2) #4 DIA. RODS CONT. ON CHAIRS �t- O 10" " 10" THICKEND SLAB @ INTERIOR WALL SCALE: 1 /2"=1'-0 2X AT 16" O.C. W/ 1/2" CWB EA. SIDE ,`1111[iI11jZ�' 00o Fieldstone , ,�� ,�4��,�R"`I" C.O.A.# 29349 b10EN i = 4ti ." 3400 AUBURN RD., #20D AUBURN HILLS, MI 48326 _ (248) 622-4035 E BENJAMIN NIESE f.d ` P. E.# 86025 ❑ THOMAS A. WEBER, PE P.E.# 73242 STATE O FLORIDA % RIO .. ��`� 06-03-2020 �s !oNAl. ti� •�'' DATE SIGNED J t l l l[ 1 r. ^1 00 W O M 00 Cn O 0 ul) O 00 Ln OIN U M rr �I cis 0 l`J N as E PRODUCT MANAGER RELEASE DATE: 03 2% 20 REV DALE ESCRIP110N PROJECT TYPE In Sin le Family SPECIFICATION LEVEL Pulte PLAN NAME WHITESTONE NPC CHILD NUMBER 2375.500 SHEET S1.0