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HomeMy WebLinkAboutS000.6PLAN 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 1TYPICAL CRAWLSPACE FOUNDATIONSCALE: 3/4"=1'-0" \A1;8" MIN FLOOR JOISTS -SEE PLAN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL\A1;{\LTYP. CRAWLSPACE SLAB\P(SEE NOTES ON SHEET S-0):\P}PLAIN CONC. SLAB w/ 6 MIL VAPOR BARRIER ON 4" CRUSHED STONE ON 95% COMP. FILL OR VIRGIN SOIL \A1;{\H1x;GRADE} \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD \A1;30" FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;8" MIN. 2SCALE: 3/4"=1'-0" 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.) \A1;7 {\H0.7x;\S1#2;}" PLAIN CONC. FDN. WALL\A1;3 {\H0.7x;\S1#2;}"\A1;4" TYP. CRAWLSPACE SLAB\P-SEE 1/SD.03 GROUT SOLID TO \PWEEP HOLES @ 24" o.c. \A1;CORBEL BRICK \P{\H0.7x;\S1#2;}" MAX. PER COURSE & 1" MAX TOTAL AS REQUIRED 1" AIR SPACE FLOOR JOISTS -SEE PLAN \A1;ADD'L #4 BARS @ 24" o.c. EXTENDED 12" INTO STEM IF STEM > 16" ONLY \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD \A1;30" FROST DEPTH\A1;(CONSULT LOCAL CODE)TYP. FOOTING\P-SEE 1/SD.03 3SCALE: 3/4"=1'-0"3ASCALE: 3/4"=1'-0" \A1;{\LTYP. PORCH SLAB:}\P3 {\H0.7x;\S1#2;}" CONC. SLAB ON 95% COMPACTED FILL \A1;TYP. SILL PLATE -SEE 1/SD.03 TYP. FOOTING\P-SEE 1/SD.03 \A1;TYP. SILL PLATE -SEE 1/SD.03 TYP. FOOTING\P-SEE 1/SD.03 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.) FLOOR JOISTS -SEE PLAN FLOOR JOISTS -SEE PLAN\A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD 1" AIR SPACE \A1;7{\H1x; \H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL\A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL\A1;30" FROST DEPTH\A1;(CONSULT LOCAL CODE)\A1;30" FROST DEPTH\A1;(CONSULT LOCAL CODE)TYP. CRAWLSPACE SLAB\P-SEE 1/SD.03TYP. CRAWLSPACE SLAB\P-SEE 1/SD.03 TYPICAL CRAWLSPACE FOUNDATION w/ BRICK VENEER TYPICAL CRAWLSPACE FOUNDATION TYPICAL CRAWLSPACE FOUNDATION@ PORCH SLAB @ PORCH SLABw/ BRICK VENEER 4TYPICAL FOOTING @ PORCH SLABSCALE: 3/4"=1'-0" \A1;1'-0" \A1;6" \pxql;12" PLAIN CONC. TRENCH FOOTING\A1;30" MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE} \A1;TYP. PORCH SLAB\P-SEE 3/SD.03\A1;\pxqc;SLOPE PER PLAN COMPACTED BACKFILL \A1;STEP PER\PARCH COMPACTED BACKFILL {\LTYP. PORCH SLAB:}\PSEE 3/SD.03 \A1;3 1/2"\A1;4"\A1;3 1/2" 5TYPICAL CRAWLSPACE FOUNDATION @ GARAGESCALE: 3/4"=1'-0" \A1;TYP. SILL PLATE -SEE 1/SD.03\A1;\pxqc;SLOPE PER PLAN FLOOR JOISTS -SEE PLAN \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD{\LTYP. GARAGE SLAB:\P}4" CONC. SLAB w/ FIBER MESH ON 4" SAND ON 95% COMPACTED FILL OR VIRGIN SOIL\P TYP. FOOTING\P-SEE 1/SD.03 \A1;7{\H1x; \H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL TYP. CRAWLSPACE SLAB\P-SEE 1/SD.03 \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;TYP. SILL PLATE -SEE 1/SD.03 COMPACTED BACKFILL 4ATYPICAL FOOTING @ PORCH SLABSCALE: 3/4"=1'-0" \A1;1'-0" \A1;6" \A1;30" MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) \A1;{\H1x;GRADE} \A1;TYP. PORCH SLAB\P-SEE 3/SD.01\A1;\pxqc;SLOPE PER PLAN COMPACTED BACKFILL \pxql;12" PLAIN CONC. TRENCH FOOTING 4" BRICK VENEER w/ BRICK VENEER 20TYPICAL FOUNDATION WALL @ BASEMENT/CRAWLSPACE INTERFACE SCALE: 3/4"=1'-0" \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. STEM WALL TYP. CRAWLSPACE\P SLAB\P-SEE 1/SD.03 \A1;{\LTYP. BSMT. SLAB\P(SEE SHEET S-0):\P}PLAIN CONC. SLAB w/ 6 MIL VAPOR BARRIER ON 4" CRUSHED STONE ON 95% COMP. FILL OR VIRGIN SOIL \A1;HEIGHT PER ARCH\P(48" MAX) SD.03 {\LTYP. FOOTING:\P}8x18 PLAIN CONC. FTG. (@1500 PSF SOIL)\P8x16 (@2000 PSF SOIL) \P- PROVIDE 24" LONG #4 DOWELS @ 72" o.c. w/ 5" FTG. EMBED. (48" o.c. w/ 60 PCF SOIL (CL)) 8x16 PLAIN CONC. FTG. \P- PROVIDE 24" LONG #4 DOWELS @ 72" o.c. w/ 5" FTG. EMBED. (48" o.c. w/ 60 PCF SOIL (CL))\A1;08/05/2013\A1;03/14/2014Indiana DivisionTypical Foundation DetailsNo Ledge at Porch\A1;04/28/2014 \A1;2'-0" \P3'-0" @ 9' BSMT \A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;4'-0" MAX.\A1;4'-0" MAX.\A1;VARIES \A1;VARIES\A1;8'-0" MIN. HORIZ REBAR RUNBACK #4 HORIZONTAL REBAR \P(8'-0" LONG AS SHOWN) #4 HORIZONTAL REBAR \P(12'-0" LONG AS SHOWN) #4 HORIZONTAL REBAR \P(16'-0" LONG AS SHOWN) #4 HORIZONTAL REBAR \P(20'-0" LONG AS SHOWN) (3)#4 VERTICAL REBAR \P(@12"o.c. AS SHOWN) (4)#4 VERTICAL REBAR DOWELED INTO FOOTING w/ 4" HOOK MIN. \P(@12"o.c. AS SHOWN) (4)#4 VERTICAL REBAR DOWELED INTO FOOTING w/ 4" HOOK MIN. \P(@12"o.c. AS SHOWN) \A1;3" \A1;12" \PMAX \A1;3" \A1;12" \PMAX TYPICAL FOUNDATION WALL FOOTING\P-SEE 1/SD-1.0 TYPICAL FOOTING\P@ WALK-OUT\P-SEE 11/SD.02 21TYPICAL STEPPED BASEMENT FOUNDATION FOLLOWING GRADESCALE: 1/2"=1'-0" NOTE:\P2'-0" RETURN WALL AT REAR WALKOUT OR GARDEN BASEMENT IS NOT REQUIRED IF WALL IS EQUAL TO OR LESS THAN THIS STEP HEIGHT PLOTTED: July 14, 2016 / Andrew Moore / IND CENTRAL ZONE - MASTER FOUNDATION DETAILS - NO LEDGE.DWG 05/09/19 William Hohlt