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(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 OL-O,-O. SLOPE FINISH GRADE • co *cD w— PAVERS PER SPEC. MONOLITHIC FOUND. RODS W/ (2) #4 DIA. RODS S CONT. ON CHAIRS 9, STARTER C ONCRIETE FOOTING 1-0 RSE_ COURSE ALT. CMU AT 0 -1V PER PLAN PER PLAN 4 "F�qi EXTERIOR MASONRY WALL FTG FROM TOP Of SLAB K'F-0�3Q MASONRY COL ON SPREAD FTG. Pavi C - S 1/2-4-0 ALL 1/2= -0 �,�SC�ALL �f PER ARCH ARCH V 8' C.M.U. BLOCK FILLED 15 c3- SOLID w/GROUT E5 C3- m 4* C.M.U. BLOCK PER ELEV. SLOPE 25- LAP MIN. (1) #5 REBAR SLOPE LLJ = PAVERS OR SLAB PER SPEC C, cm CONCRETE FOOTING CONCRETE FOOTING G . . . PER PLAN PER PLAN PER PLAN PER PLAN goo MASONRY COL. ON SPREAD FTG. wl SCALE 1/2*=I'-0 31e RECESS IN SLAB 10 1/2, FINISH FLOOR 8' C.M.U. WALL FINISH 3/4' RECESS IN SLAB PER ELEVATION FINISH FLOOR SLOPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. 4GARAGE DOOR RECESSED SILL SCALE 1/2*4-0 RECESS NTH PAVERS 2K P.T. PLATE MM TO SA w/ 2x AT 24"O.C. MAX. Y POWER K011D FASIBM OR TAPCONS I lir O.C. OR (2) ROVIS 12d 1/2' G.W.B. EA. SIDE GUN NKS 0 It OLC. , JI/R STEP PER PLAN '12d 0 SLOPE 'j L.:: 1. . , . -k - • 411 6 /2* (1) ROD CONT. ON CHAIRS UNO -4* 0 2 STORY REINF. PER PLAN w/30* LAP MIN. Lu CO --j uj cx m tD 8' C.M.U. BLOCK FILLED SOLID w/GROUT e C.M.U. BLOCK PER ELEV. 25" LAP MIN. (1) 15 REBAR c 6 8' OR 12' SQUARE OR ROUND C.M.U. COL PER PLAN -o 0n SLOPE CONCRETE FOOTING PER PLAN L PER PLAN MASONRY COL. ON SPREAD FTG. (Concrete) SCALE:1/2'=l'-O MASONRY COLUMN PER PLAN PAVERS OR SLAB PER SPEC. CONC. FTG. PER PLAN PER PLAN V1 MASONRY COLUMN ON SPREAD FTG. REINF. PER PLAN CMU COL PER W/30' LAP MIN. PLAN PAVERS OR SLAB PER---, uj SPEC. InC.D uj cr 5 o CONCRETE FOOTING PER PLAN 15 BAR w/ 25' MIN LAP LLJ C35 C33 C-D CMU COL PER PLAN #5 REBAR #5 REBAR (n w/25' MIN LAP 6!=! w/25" MIN LAP 4 SLOPE 4-0. CO m CONCRETE FOOTING CD C.2 -- PER PLAN 4. PER PLAN PER PLAN MASONRY WALL CORNER ON SPREAD FTG. (Pavers) MASONRY WALL CORNER ON SPREAD FTG. (Concrete) SCALE 1/2*=l'-0 SCALE: - 1/2*=I'-0 c3- C3= -------- % 0- GROUT BED X LO .. I Ck= ---POURED CURB ko'-Or F.F. SLOPE FINISH GRADE 00 100 —MONOLITHIC FOUND. MONOLITHIC FOUND. w/(2) #4 DIA. RODS W/ (2) #4 REBAR CONT. ON CHAIRS -88 8" CONT. ON CHAIRS- I q /,-F�wz EXTERIOR DOOR SILL (@ POCKET 1 ZERO CORNER SGD D-69 2' ®IMPACT 8" C.M.U. WALL FINISH SCALE. 1/2'4-0 2 1 SCALE: 1/2*=1'-0 PER ELEVATION GROUT BED DOOR PER SPEC PAVERS PER SPEC C3.- j PAVERS PER � (THICKNESS VARIES) DOOR THRESHOLD SPEC (THICKNESS d VARIES) —7 MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS. SLOPE SLOPE 01LO'-O' F.F. Nw PER PLAN d% 00 2� =E =E wMONOLITHIC r 1�-0 FOUND. MONOLITHIC FOUND. —1--'I 1 w/(2) #4 DIA. RODS wA2) #4 DIA. RODS 1'-4' 0 2-STORY CONT. ON CHAIRS CONT. ON CHAIRS l'-4* 0 2-STORY EXTERIOR DOOR SILL @SGD (Pavers) EXTERIOR DOOR SILL @ ENTRY RECESS WITH SLAB J SCALE. 1/27=1'-0 2X AT 16' D.C. W/ 1/2' GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR 2x P.T. PLATE SECURED TO SLAB w/ 2x AT 24*0.C. MAX ASSOCIATED WALL DETAIL Y POWER ACTUATED FASTENERS OR SPECIFYING ANCHOR REQUIREMENT TAPM 0 115- O.C. OR (2) RON 12d STEP PER PLAN GUN K&S 0 lf OLC. SLOPE 1/2' GXB. EA. SIDE PE :LO I START &OPE 2' HERE SLOPE (2) 0 ROD CONT. ON CHAIRS 6" 11-• 10 1/2' - - THICKENED THICKENED SLAB @ GARAGE (BEARING) SCALE 1/2"=1'-O CORNER BAR 25' VERTICAL DOVE MIN. LAP SPLICE EACH AS REQ`D IN SIDE. SAME SIZE AS CLEAN COMP] CONT FOOTING STEEL 0 ALTERNATE TO CORNER NUMBER OF CORNER SPLICE- PROVIDE CONT, BARS EQUALS NUMBER SIR REIF. BARS BENT 3 OF CONT. BARS AT CORNERS TO COMPLY • • • WTH THE INTENT OF THE BUILDING CODIE- R)MULK OF REBAR PER RAN V MIN. PVC aaw LAP SPUCE 0 2 STORY fiii� REINF. PLACEMENT AT FTG. CORNERS Jii� BEARING PENETRATION DETAIL SCALE. 112•=1'-0 FINISH GRADE 101PE THICKENED SW EDGE (1) #4 ROD CONT. ON CHAIRS TYPICAL 3 1/2' CONC. SLAB SCALE' 1/2'=1'-0 CONCRETE SLAB ON CLEAN COMIACIM FILL SAW CUT SAW CUT NOTE: SAVED JOINT SHALL BE CUT WITHIN 24 HRS. OF CONCRETE PLACEMENT. ATYPICAL CUT JOINT SCALE 1/2"=1'-0 SCALE 1/2"=1'-0 8' C.M.U. FINISH PER ELEV. FINISH FLOOR FINISH GRADE PENETRATING PIPE MONOLITHIC FOUND. wA2) #4 DIA. RODS CONT. ON CHAIRS PAVERS TYP. (1) #4 BAR CONT. COMPACTED ALL PAVER AT CONCRETE GRADE BUM SCALE: 1/2"=I'-O 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 SCALE: 1/2'=1'-O DOOR PER SPEC - VALT. DOOR THRESHOLD PER PLAN 19K 01-0 LT. BRICK oiL PER PLAN THRESHOLD 0- 00 MONOLITHIC FOUND. W/ (2) #4 DIA. RODS L "-0* L CONT. ON CHAIRS ALT. FLUSH BRICK TI--4' 0-2 STTY THRESHOLD EXTERIOR DOOR SILL @ ENTRY (Concrete) SCALE 1/2*=I*-0 2X AT 16' D.C. W/ 1/2 GWB EA. SIDE SEE HEADER/UNTEL PLAN FOR ---- 2" ASSOCIATED WALL DETAIL START SLOPE HERE SPECIFYING ANCHOR REQUIREMENT 1 LSLOPE I C"i C=) (2) 0 ROD CONT. ON CHAIRS - 10 1/2*1- 1'-0" 110 1/2'1- (1) #4 RONFORCMENT 4" SEE FOUNDATION PLAN 4" L BAR CONT. 0- CONIC. PER SCHEDULE Ck= CL. LSLOPE TO DRAIN (.0 .2 .3- SHOWER RECESS SCALE 1/2"=1'-0 WRIFY LOCATION I" (1) #5 REBAR w/30' LAP M11 30*x30*x12" CONC. FTG. w/ (3) #4 REBAR EA. WAY FINISH GRADE PLAN VI>iICIF SIDE OF PEDESTAL MASONRY WALL L 3op L GAS WATER HEATER PEDESTAL SCALE. 1/2*=I*-0 REBAR 3' OM TOP & 10' NO 0 BOTTOM LOCATE PER ARCHITECTURAL DRAWINGS SCALE. i/V=i'-o FINISH MADE PER PLAN SCALE 1/2*4-0 SE HEADER/UNTEL PLAN FOR ASSOCIATED WALL DETAIL 2X AT IV D.C. W/ SPECIFYING ANCHOR REQUIREMENT 1/2' CV13 EA SIDE (2) #4 DIA. RODS CONT. ON CHAIRS IC-4 10. 1'-0- 10. THICKEND SLAB @ INTERIOR WALL SCALE 1/2"=1'-0 Fieldstone mcpu L101 V ARMTEMMV k ENGN-E5ffM— C.O.A.j ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 3400 AUBURN RD,, #200 No. 80956 AUBURN HILLS, MI 48326 (248) 622-4035 THOMAS A. WEBER, PE P.E.# 73242 FLORIDA X 44 BRIAN C. FRESONKE, PE P.E.# 76785 FLORIDA 0 OF ;%- 0 IAN P. MCCULLOUGH., PE 8/24/20 '17,, 70NA1. P.E.j 80956 FLORIDA DATE C) 00 cn --1 0 unO N"♦ U V-4 as r co *PulteGroup- PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL Pulte L PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 I SHEET SILO