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HomeMy WebLinkAboutIND Central Zone - Master Foundation Details-SD.04\A1;2" \A1;4" \A1;3" \A1;MIN. FROST DEPTH VARIES \A1;(CONSULT LOCAL CODE) \pxql;12" PLAIN CONC. TRENCH FOOTING (@2000 PSF SOIL)\P1 \A1;1'-4" 1 TYPICAL SLAB ON GRADE PERIMETER FOOTING SCALE: 3/4"=1'-0" 9 TYPICAL EXTERIOR CONCRETE FDN. @ GARAGE SLAB SCALE: 3/4"=1'-0" 10 SCALE: 3/4"=1'-0" PLAN SHEET COMMU PRODU LAWSO RELEA DATE NPC P LAWSO LEGAC SPECI GARAG REV # PROJE NOTE: CURRE ENGINE ARCHIT 4/2 JGF (c) Co Pulte Central Zone 1901 North Roselle Road, Suite 1000 Schaumburg, Indiana 60195 SINGLE FAMILY ---- ---- ---- ---- ---- ---- ---- ---- ---- MULHER PULTE \A1;{\LTYP. CONC. SLAB\P(SEE NOTES ON SHEET S-0):\P}PLAI FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAIL \A1;{\LTYP. SILL PLATE:\P}2x4 P.T. PLATE w/ {\H0.7x;\S1# \A1;{\H1x;GRADE} \A1;2" \A1;4" \A1;3 1/2" \A1;2 1/2" \A1;MIN. FROST DEPTH VARIES \A1;(CONSULT LOCAL CODE) 2 TYPICAL SLAB ON GRADE PERIMETER FOOTING SCALE: 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 CORRU 1" AIR GAP \A1;4" 5 TYPICAL SLAB ON GRADE FOOTING @ GARAGE SCALE: 3/4"=1'-0" \A1;TYP. CONC. SLAB\P-SEE 1/SD.04 \A1;TYP. SILL PLATE\P-SEE 1/SD.04 FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAI \A1;MIN. FROST DEPTH VARIES \A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE} TYPICAL EXTERIOR CONCRETE FDN. @ GARAGE SLAB w/ \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 CORR GROUT SOLID TO \PWEEP HOLES @ 24" o.c. 1" AIR GAP 7 TYPICAL CONCRETE FDN. @ GARAGE D SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPTH VARIES \A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE} \A1;TYP. GARAGE SLAB\P-SEE \A1;\pxqc;SLOPE PER PLAN 8 TYPICAL CONCRETE F SCALE: 3/4"=1'-0" \A1;MIN. FROST DEPT \A1;(CONSULT LOCAL \A1;{\H1x;GRADE} \A1;TYP. GAR \A1;\pxqc;SLOPE 3 TYPICAL SLAB ON GRADE PERIMETER FO SCALE: 3/4"=1'-0" 3A TYPICAL SLAB ON GRA SCALE: 3/4"=1'-0" w/ BRICK VENEER @ PORCH SLAB @ PORCH SLAB w/ BRICK VENE 4 TYPICAL FOOTING @ PORCH SLAB SCALE: 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. TRENC \pxql;12" PL 15 TYPICAL THICKENED SLAB @ INTERIO SCALE: 3/4"=1'-0" 2x P.T. BOTTOM PLATE w/ HILT 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; \A1;STEP PER\PARCH \A1;TYP. CONC. SLAB\P-SEE 1 \A1;TYP. SILL PLATE\P-SEE 1 \A1;TYP. CON \A1;TYP. SIL GROUT SOLID TO \PWEEP BRICK VENEER (QUEEN BR 1" AIR GAP \A1;MIN. FROST DEPTH \A1;(CONSULT LOCAL C COMPACTED BACKFILL SD.04 \A1;3" \A1;2" \A1;4" \A1;\A1;3" 3" \A1;2" \A1;4" \A1;3 1/2" \A1;2 1/2" \A1;2" \A1;4" \A1;\A1;3" 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;\S 8"x16" FND. STEM WALL w/ 4" BRICK LEDGE STEM WALL & TRENCH FOOTING STEM WALL & \A1;LINE OF STEM WALL BEYOND \A1;2x WALL & \A1;STEM WALL STEM WALL & TRENCH FOOTING\P-SEE 2/SD.04 STEM WALL & TRENCH FOOTING\P-SEE 1/SD.04 \pxql;12" PLAIN CONC. TRENCH FOOTING (@2 \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 \A1;{\H1x;TYP. GARAGE SLAB \P-SEE PLANS} \A1;0 \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PE \A1;CORBEL B \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PE INSULATION FOR FROST PROTECTION SHALL BE PROV \A1;0 \A1;8" MIN \A1;8" MIN Indiana Division Overhanging Sheathing Details Slab on Grade - No Ledge at Porch \A1;0 \A1;0 PLOTTED: July 15, 2019 / Coop04 / IND CENTRAL ZONE - MASTER FOUNDA 08/10/22