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
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S c h a u m b u r g , I n d i a n a 6 0 1 9 5
SINGLE FAMILY
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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 OPENINGSCALE: 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 VENEERSCALE: 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
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\A1;04/28/2014
PLOTTED: July 14, 2016 / Andrew Moore / IND CENTRAL ZONE - MASTER FOUNDATION DETAILS - NO LEDGE.DWG
07/10/18
Mike Sheeks