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HomeMy WebLinkAboutS000.2\A1;2"\A1;4"\A1;3" \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE)\pxql;12" PLAIN CONC. TRENCH FOOTING (@2000 PSF SOIL)\P16" WIDE (@1500 PSF SOIL) w/ 16" LONG #4 REBAR DOWELS @ 48" O.C. INTO STEM WALL (MIN 4" IN TRENCH FTG. & 12" EXT. INTO STEM WALL) \A1;1'-4" 1TYPICAL SLAB ON GRADE PERIMETER FOOTINGSCALE: 3/4"=1'-0" 9TYPICAL EXTERIOR CONCRETE FDN. @ GARAGE SLABSCALE: 3/4"=1'-0"10SCALE: 3/4"=1'-0" PLAN 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 \A1;{\LTYP. CONC. SLAB\P(SEE NOTES ON SHEET S-0):\P}PLAIN CONC. SLAB w/ 6 MIL VAPOR BARRIER ON 95% COMPACTED FILL OR VIRGIN SOILFASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAILING REQUIREMENTS \P(SEE PLANS) \A1;{\LTYP. SILL PLATE:\P}2x4 P.T. PLATE w/ {\H0.7x;\S1#2;}" DIA. x 10" LONG A.B. @ 6'-0" o.c. PROVIDE (2) PER PLATE, MIN. 12" FROM EACH END. \A1;{\H1x;GRADE} \A1;2"\A1;4"\A1;3 1/2"\A1;2 1/2" \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) 2TYPICAL SLAB ON GRADE PERIMETER FOOTINGSCALE: 3/4"=1'-0" \A1;TYP. CONC. SLAB\P-SEE 1/SD.04\A1;TYP. SILL PLATE\P-SEE 1/SD.04 \A1;{\H1x;GRADE}GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 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.)1" AIR GAP \A1;4" 5TYPICAL SLAB ON GRADE FOOTING @ GARAGESCALE: 3/4"=1'-0" \A1;TYP. CONC. SLAB\P-SEE 1/SD.04\A1;TYP. SILL PLATE\P-SEE 1/SD.04FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAILING REQUIREMENTS \P(SEE PLANS) \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE} TYPICAL EXTERIOR CONCRETE FDN. @ GARAGE SLAB w/ BRICK VENEER \A1;TYP. CONC. SLAB\P-SEE 1/SD.04\A1;TYP. SILL PLATE\P-SEE 1/SD.04 \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE} 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 GAP 7TYPICAL CONCRETE FDN. @ GARAGE DOOR OPENING SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE}\A1;TYP. GARAGE SLAB\P-SEE 5/SD.04\A1;\pxqc;SLOPE PER PLAN 8TYPICAL CONCRETE FDN. @ GARAGE DOOR OPENING w/ BRICK VENEER SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE}\A1;TYP. GARAGE SLAB\P-SEE 5/SD.04\A1;\pxqc;SLOPE PER PLAN 3TYPICAL SLAB ON GRADE PERIMETER FOOTINGSCALE: 3/4"=1'-0"3ATYPICAL SLAB ON GRADE PERIMETER FOOTINGSCALE: 3/4"=1'-0"w/ BRICK VENEER @ PORCH SLAB @ PORCH SLABw/ BRICK VENEER 4TYPICAL FOOTING @ PORCH SLABSCALE: 3/4"=1'-0" \A1;1'-9 1/4" \pxql;12" PLAIN CONC. TRENCH FOOTING\A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE} \A1;TYP. PORCH SLAB\P-SEE 3/SD.04\A1;\pxqc;SLOPE PER PLAN COMPACTED BACKFILL \A1;3/4" \A1;1'-0" \A1;3/4" \A1;1'-0" \pxql;12" PLAIN CONC. TRENCH FOOTING \pxql;12" PLAIN CONC. TRENCH FOOTING 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. CONC. SLAB\P-SEE 1/SD.04 \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) COMPACTED BACKFILL \A1;{\LTYP. PORCH SLAB:}\P3 {\H0.7x;\S1#2;}" CONC. SLAB ON 95% COMPACTED FILL \A1;STEP PER\PARCH \A1;TYP. CONC. SLAB\P-SEE 1/SD.04\A1;TYP. SILL PLATE\P-SEE 1/SD.04 \A1;TYP. CONC. SLAB\P-SEE 1/SD.04\A1;TYP. SILL PLATE\P-SEE 1/SD.04 GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 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.)1" AIR GAP \A1;MIN. FROST DEPTH VARIES\A1;(CONSULT LOCAL CODE) COMPACTED BACKFILL SD.04 \A1;3"\A1;2"\A1;4"\A1;3"\A1;3"\A1;2"\A1;4" \A1;3 1/2"\A1;2 1/2" \A1;2"\A1;4"\A1;3"\A1;3"\A1;2"\A1;4" \A1;3 1/2"\A1;2 1/2" \A1;1'-4" \A1;6"x16" FND. STEM WALL w/ 1{\H0.7x;\S1#2;}" WIDE x 5{\H0.7x;\S1#2;}" SLAB LEDGE 8"x16" FND. STEM WALL w/ 4" BRICK LEDGE STEM WALL & TRENCH FOOTING\P-SEE 1/SD.04 STEM WALL & TRENCH FOOTING\P-SEE 2/SD.04 \A1;LINE OF STEM WALL BEYOND \A1;2x WALL & BRICK VENEER BEYOND\A1;STEM WALL BEYOND STEM WALL & TRENCH FOOTING\P-SEE 2/SD.04STEM WALL & TRENCH FOOTING\P-SEE 1/SD.04 \pxql;12" PLAIN CONC. TRENCH FOOTING (@2000 PSF SOIL)\P16" WIDE (@1500 PSF SOIL) w/ 16" LONG #4 REBAR DOWELS @ 48" O.C. INTO STEM WALL (MIN 4" IN TRENCH FTG. & 12" EXT. INTO STEM WALL) \A1;1'-0" \A1;TYP. CONC. SLAB\P-SEE 1/SD.04\A1;TYP. SILL PLATE\P-SEE 1/SD.04 \A1;8" \A1;{\H1x;VARIES\P2\H0.7x;\S1#2;\H1.4286x;" MAX} \A1;8"x12" PLAIN CONCRETE THICKENED SLAB EDGE \A1;{\H1x;TYP. GARAGE SLAB \P-SEE PLANS} \A1;08/05/2013 \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 INSULATION FOR FROST PROTECTION SHALL BE PROVIDED BY ARCH/BUILDER \A1;03/14/2014 \A1;8" MIN \A1;8" MIN Indiana DivisionTypical Foundation Details - Trenched FtgsSlab on Grade - No Ledge at Porch\A1;04/28/2014 PLOTTED: July 14, 2016 / Andrew Moore / IND CENTRAL ZONE - MASTER FOUNDATION DETAILS - NO LEDGE.DWG 04/22/19 William Hohlt