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HomeMy WebLinkAboutS000.3PLAN NAME SHEET COMMUNITY NAME PRODUCTION MANAGER LAWSON COMMUNITY ID RELEASE DATE:DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN IDLEGACY PLAN NUMBER / NAME SPECIFICATION LEVEL GARAGE HANDING REV # PROJECT TYPENOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS CURRENT ARCHITECT OF RECORD:ENGINEER OF RECORD: 4/25/13JGF (c) Copyright PulteGroup, Inc. - 2011 Pulte Central Zone1901 North Roselle Road, Suite 1000Schaumburg, Indiana 60195SINGLE FAMILY -------- ---- ---- ---- ---- ---- ---- ---- PULTE GROUPMULHERN & KULP 16TYPICAL COLUMN TO FOOTING CONNECTION w/ STEEL BEAMSCALE: 3/4"=1'-0" \A1;ADJUSTABLE PIPE COLUMN\P-SEE PLAN FLOOR JOISTS -SEE PLAN CONC. FTG.\P-SEE PLAN \A1;COLUMN CAPACITY MUST BE RATED FOR A MINIMUM OF 18k @ 8'-3" TALL W/0 SCREW JACK EMBEDDED IN CONCRETE. 11TYPICAL WALKOUT BASEMENT FOUNDATIONSCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAILING REQUIREMENTS (SEE PLANS) TYP. BSMT. SLAB\P-SEE 1/SD.01 15TYPICAL THICKENED SLAB @ INTERIOR BEARING WALLSCALE: 3/4"=1'-0" 2x P.T. BOTTOM PLATE w/ HILTI DNI 72 P8 PINS OR EQUAL @ 36" o.c. INTERIOR BEARING WALL \A1;16" \A1;8" TYP. BSMT. SLAB\P-SEE 1/SD.01 10SCALE: 3/4"=1'-0" GRADE \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) BRICK VENEER (QUEEN BRICK) \Pw/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES \P@ 32" o.c. HORIZ.\P& @ 16" o.c. VERT. (TYP.) GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR SPACE \A1;VARIESTYP. GARAGE SLAB\P-SEE 5/SD.01 \A1;2x4 WALL\P-SEE PLANS 12TYPICAL WALKOUT BASEMENT FOUNDATION @ DOORSCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. STEM WALL \A1;{\H1x;GRADE} \A1;3 {\H0.7x;\S1#2;}"\A1;4" TYP. BSMT. SLAB\P-SEE 1/SD.01 DOOR PER ARCH\P-SEE PLANS \A1;DOOR THRESHOLD OVER 3 BEADS OF CAULK 13TYPICAL GARDEN BASEMENT FOUNDATIONSCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. STEM WALL\A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -SEE 1/SD.01FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAILING REQUIREMENTS (SEE PLANS) TYP. FOOTING \P-SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 TYP. FOOTING w/ BRICK\P-SEE 2/SD.01 \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. FOOTING\P-SEE 1/SD.01 \A1;3'-8 1/2" 2x PLATE FASTENED TO STEEL BEAM\P-SEE STRUCT. NOTESSTEEL BEAM\P-SEE PLAN \A1;COLUMN CAP w/ TABS BENT AROUND BOTTOM FLANGE OR "H" SHAPED PLATE w/ (2) {\H0.7x;\S1#2;}" BOLTS \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. STEM WALL 11ATYPICAL WALKOUT BASEMENT FOUNDATIONSCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 \A1;2x4 WALL\P-SEE PLANS 13ATYPICAL GARDEN BASEMENT FOUNDATIONSCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;8" MIN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. STEM WALL\A1;{\H1x;GRADE} \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. FOOTING w/BRICK\P-SEE 2/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 \A1;3'-8 1/2" BRICK VENEER (QUEEN BRICK) \Pw/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES \P@ 32" o.c. HORIZ.\P& @ 16" o.c. VERT. (TYP.) GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR SPACE \A1;2x4 WALL\P-SEE PLANS \A1;2x4 WALL\P-SEE PLANSBRICK VENEER (QUEEN BRICK) \Pw/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES \P@ 32" o.c. HORIZ.\P& @ 16" o.c. VERT. (TYP.) GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR SPACE TYPICAL EXT. GARAGE FOUNDATION w/ BRICK VENEER w/ BRICK VENEER w/ BRICK VENEER 14TYPICAL CONCRETE HEADER @ BASEMENTSCALE: 3/4"=1'-0" FLOOR JOISTS \P-SEE PLAN \A1;1 {\H0.7x;\S1#8;\H1.429x;" OSB RIM JOIST OR FLUSH BEAM\P-SEE PLAN} LINE OF FOUNDATION WALL BEYOND \A1;CONC. HEADER \P(16" MIN. HT) \A1;(2) #5 BARS ON ALL SIDES EXTENDED 24" PAST OPENING @ EACH END \A1;1 1/2"\PCOVER \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. WALL\P-SEE 1/SD.01 \A1;WINDOW HT. PER ARCH \A1;{\H1x;FOOTING}\A1;SLAB \A1;TOP OF FOUNDATION WALL CONC. WALL OPENING\P-SEE ARCH ELEVATION (N.T.S.) \A1;3 {\H0.7x;\S1#2;}"\A1;4" SD.0217CONCRETE FDN. @ GARAGE SLABSCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL \PCODE) \A1;9'-0" MAX. \A1;{\H1x;GRADE} FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAILING REQUIREMENTS (SEE PLANS) 8" REINFORCED CONC. WALL w/ #4 BARS @ 18"o.c. VERT AND (4) #4 BARS HORZ. LOCATE REINF IN CENTER OF WALL \A1;8'-0" MAX. OVERDIG AREA \PTO 95% COMPACTED FILL\P/ VIRGIN SOIL \A1;VARIES \A1;TYP. SILL PLATE -SEE 1/SD-1.0 \A1;\pxql;EPOXY SET #4 DOWELS W/ HILTI HY-200 EPOXY SYSTEM AND 4 {\H0.7x;\S1#4;}" EMBEDMENT @ 16" o.c. \P- LAP 24" (MIN.) w/ SLAB REINF. {\LSTRUCTURAL GARAGE SLAB @ OVERDIG:\P}5" REINF. CONC. SLAB w/ #4 BARS @ 16" o.c. EA. WAY @ MID-DEPTH {\LGARAGE WALL FOOTING:\P}8x24 PLAIN CONC. FTG.\P-PROVIDE #4 BENT DOWELS DOWELS @ 18" o.c. w/ 4" HOOK AND 30" LAP w/ VERT REBAR \A1;UNCOMPACTED FILL\A1;4 1/4" LOW GRADE EXTERIOR 17CONCRETE FDN. @ GARAGE SLABSCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL \PCODE) \A1;5'-0" MAX. \A1;{\H1x;GRADE} FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAILING REQUIREMENTS (SEE PLANS) 8" REINFORCED CONC. WALL w/ #4 BARS @ 24"o.c. VERT AND (3) #4 BARS HORZ. LOCATE REINF IN CENTER OF WALL \A1;8'-0" MAX. OVERDIG AREA \PTO 95% COMPACTED FILL\P/ VIRGIN SOIL \A1;VARIES \A1;TYP. SILL PLATE -SEE 1/SD-1.0 \A1;\pxql;EPOXY SET #4 DOWELS W/ HILTI HY-200 EPOXY SYSTEM AND 4 {\H0.7x;\S1#4;}" EMBEDMENT @ 16" o.c. \P- LAP 24" (MIN.) w/ SLAB REINF. {\LSTRUCTURAL GARAGE SLAB @ OVERDIG:\P}5" REINF. CONC. SLAB w/ #4 BARS @ 16" o.c. EA. WAY @ MID-DEPTH {\LGARAGE WALL FOOTING:\P}8x20 PLAIN CONC. FTG.\P-PROVIDE #4 BENT DOWELS DOWELS @ 24" o.c. w/ 4" HOOK AND 30" LAP w/ VERT REBAR \A1;UNCOMPACTED FILL\A1;4 1/4" LOW GRADE EXTERIOR \A1;1'-0"\A1;8"\A1;1'-4"\A1;8" \A1;STRUCTURAL SLAB SHALL EXTEND 24" MIN ONTO BEARING SOIL \A1;STRUCTURAL SLAB SHALL EXTEND 24" MIN ONTO BEARING SOIL CL\POF WALL CL\POF WALL COMPACTED BACKFILL{\LTYP. PORCH SLAB:}\PSEE 3/SD.01 BRICK MASON TO LEAVE OUT EVERY OTHER BRICK OF FIRST COURSE TO ALLOW PORCH SLAB TO POUR ONTO CONCRETE WALL LEDGE BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES \P@ 32" o.c. HORIZ.\P& @ 16" o.c. VERT. (TYP.) GROUT SOLID TO \PWEEP HOLES @ 24" o.c.1" AIR SPACE \A1;VARIES TYP. GARAGE SLAB\P-SEE 5/SD.01 \A1;TYP. SILL PLATE -SEE 1/SD.01 AT PORCH \A1;08/05/2013 9'-0" MAX UNBALANCED FILL 5'-0" MAX UNBALANCED FILL \A1;2"\A1;4"\A1;3" \pxql;12" PLAIN CONC. TRENCH FOOTING (@2000 PSF SOIL)\P16" WIDE (@1500 PSF SOIL) w/ 16" LONG #4 REBAR DOWELS INTO STEM WALL (MIN 4" IN TRENCH FTG. & 12" EXT. INTO STEM WALL) \A1;3" \A1;6"x16" FND. STEM WALL w/ 1{\H0.7x;\S1#2;}" WIDE x 5{\H0.7x;\S1#2;}" SLAB LEDGE \A1;2"\A1;4"\A1;3 1/2"\A1;2 1/2"\pxql;12" PLAIN CONC. TRENCH FOOTING (@2000 PSF SOIL)\P16" WIDE (@1500 PSF SOIL) w/ 16" LONG #4 REBAR DOWELS INTO STEM WALL (MIN 4" IN TRENCH FTG. & 12" EXT. INTO STEM WALL) 8"x16" FND. STEM WALL w/ 4" BRICK LEDGE \A1;03/14/2014 \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PER COURSE & 1" MAX TOTAL AS REQUIRED \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PER COURSE & 1" MAX TOTAL AS REQUIRED \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PER COURSE & 1" MAX TOTAL AS REQUIRED Indiana DivisionTypical Foundation DetailsNo Ledge at Porch\A1;04/28/2014 19TYPICAL STEPPED FOOTING @ GARAGE/BASEMENT INTERFACESCALE: 3/4"=1'-0" BASMENT AND SHALLOW STEM FDN WALLS TO BE POURED MONOLITHICALLY HIGH FOOTING AREA OF UNSTABLE SOIL \A1;3" MIN. COVER \A1;16" MIN. (2) #4 BARS 8'-0" LONG w/ 16" EXTENSION INTO BASEMENT WALL (BEND BAR AS REQUIRED AT PERPENDICULAR WALL INTERSECTION TO GET REQ'D EXTENSION \A1;3'-0" MAX. FOOTING BULKHEAD AT FACE OF BASEMENT OVER-DIG AREA LINE OF UNDISTURBED SOIL X-XSECTIONSCALE: 3/4"=1'-0" X PLAIN CONC. FTG.\P-SEE 1/SD.01 (2/SD.01 @ BRICK) TYP. BSMT. WALL\P-SEE 1/SD.01\P(2/SD.01 @ BRICK) TYP. BSMT. SLAB\P-SEE 1/SD.01 X \A1;7 {\H0.7x;\S1#2;}" PLAIN CONC. WALL TYP. GARAGE WALL FOOTING\P-SEE 7/SD.01 \A1;42" MAX VOID (2) #4 BARS 8'-0" LONG w/ 16" EXTENSION INTO BASEMENT WALL (BEND BAR AS REQUIRED AT PERPENDICULAR WALL INTERSECTION TO GET REQ'D EXTENSION PLOTTED: April 28, 2015 / Andrew Moore / IND CENTRAL ZONE - MASTER FOUNDATION DETAILS - NO LEDGE.DWG P:\Client Files\125 - Pulte Central Zone\Master Client admin\Master Details\Central Zone Master Fnd Detail Files\IND Central Zone - Master Foundation Details - No Ledge.dwg, 4/28/2015 2:05:42 PM, DWF6 ePlot.pc3 12/10/19 David Rutti