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HomeMy WebLinkAboutS000.4PLAN 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;WALL HEIGHT (H) \A1;8" MIN. \A1;WALL HEIGHT (H) 1TYPICAL BASEMENT FOUNDATIONSCALE: 3/4"=1'-0"2SCALE: 3/4"=1'-0" \A1;8" MIN GRADE FLOOR JOISTS -SEE PLAN \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} POURED CONC. WALL (SEE SCHEDULE FOR REINF). {\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)) \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.)\A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD \A1;UNBALANCED FILL (Hb) \A1;3 {\H0.7x;\S1#2;}"\A1;4" GROUT SOLID TO \PWEEP HOLES @ 24" o.c. \A1;CORBEL BRICK \P{\H0.7x;\S1#2;}" MAX. PER COURSE & 1" MAX TOTAL\PAS REQUIRED 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 WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT {\LALT. SILL PLATE STRAPS:}\PSIMPSON LMA6Z @ 4'-6" O/C\PSIMPS0N MASA @ 6'-0" O/C\PSIMPSON MAB15 @ 2'-9" O/C \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 TYP. FOOTING\P-SEE 1/SD.01 TYP. BSMT. WALL\P-SEE 1/SD.01 WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT 1" AIR SPACE \A1;UNBALANCED FILL (Hb) FLOOR JOISTS -SEE PLAN {\LTYP. FOOTING @ BRICK:\P}8x22 PLAIN CONC. FTG. (@1500 PSF SOIL)\P8x20 (@2000 PSF SOIL)\P- PROVIDE 24" LONG #4 DOWELS @ 72" o.c. w/ 5" FTG. EMBED. (48" o.c. w/ 60 PCF SOIL (CL)) 4TYPICAL FOOTING @ PORCH SLABSCALE: 3/4"=1'-0" 5TYPICAL BASEMENT FOUNDATION @ GARAGESCALE: 3/4"=1'-0" \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 TYP. FOOTING\P-SEE 1/SD.01 TYP. BSMT. WALL\P-SEE 1/SD.01 GRADE \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE) TYP. GARAGE SLAB\P-SEE 5/SD.01 7TYPICAL FOUNDATION @ GARAGE DOOR OPENINGSCALE: 3/4"=1'-0" TYP. FOOTING\P-SEE 1/SD.01\A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. WALL 8TYPICAL FOUNDATION. @ GARAGE DOOR OPENINGSCALE: 3/4"=1'-0" GRADE \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE)TYP. FOOTING w/ BRICK\P-SEE 2/SD.01 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 9TYPICAL EXT. GARAGE FOUNDATIONSCALE: 3/4"=1'-0" \A1;8" MIN.\A1;{\H1x;GRADE} FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEARWALL EDGE NAILING REQUIREMENTS (SEE PLANS) \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. WALL \A1;VARIES \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. GARAGE SLAB\P-SEE 5/SD.01 \A1;\PMIN. FROST DEPTH\A1;(CONSULT LOCAL CODE)TYP. FOOTING \P-SEE 1/SD.01 \A1;3/4"\PCLR \A1;3/4"\PCLR FLOOR JOISTS -SEE PLAN \A1;3/4"\PCLR \A1;\pxqc;SLOPE PER PLAN \A1;\pxqc;SLOPE PER PLAN TYP. GARAGE SLAB\P-SEE 5/SD.01\A1;\pxqc;SLOPE PER PLAN \A1;\pxqc;SLOPE PER 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 \A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARDWALL HT. (H)REINFORCEMENT REQUIREDBASEMENT WALL SCHEDULE 8'-0" THICKNESS \A1;7 {\H0.7x;\S1#2;}" UNBALANCED FILL HT. (Hb) \A1;7'-0 {\H0.7x;\S1#2;}" LOCATE TOP & BOTTOM HORIZONTAL BARS WITHIN 24" OF TOP/BOTTOM OF WALL. REMAINING HORZ. BARS AS REQ'D BY CHART TO BE EQUALLY SPACED BETWEEN. WALL DESIGN BASED ON TRUE THICKNESS SHOWN.\A1;ALL REINFORCEMENT TO BE LOCATED {\H0.7x;\S3#4;}" FROM INSIDE FACE OF WALL WHEN REQ'D. {\LNOTES:} WALL DESIGNS BASED ON ACI 332 OR 318 AS PERMITTED BY IRC SECTION R404.1.2. 3000 PSI MIN.\P#5 @ 22" o.c. VERT.\P(4) #4 HORIZ. \P(1 TOP & BOT., 2 MID)\P(ACI 332) \A1;ALL HORZ. BARS TO BE 40 KSI OR GREATER AND ALL VERT. BARS TO BE 60 KSI OR GREATER. \A1;1'-0" \A1;6" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE)\POR ADEQUATE BEARING SOIL ELEV \A1;{\H1x;GRADE} \A1;TYP. PORCH SLAB\P-SEE 3/SD.01\A1;\pxqc;SLOPE PER PLAN 4000 PSI MIN. UNREINFORCED\P(ACI 318)3500 PSI MIN.\P(3) #4 HORIZ. \P(1 TOP & BOT., 1 MID)\P(ACI 332) 4000 PSI MIN.\P(4) #4 HORIZ. \P(1 TOP & BOT., 2 MID)\P(ACI 332) \A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. WALL \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. TYPICAL BASEMENT FOUNDATION w/ BRICK VENEER TYPICAL BASEMENT FOUNDATION @ PORCH SLAB TYPICAL BASEMENT FOUNDATION @ PORCH SLABw/ BRICK VENEER COMPACTED BACKFILL {\LTYP. GARAGE SLAB (SEE SHEET S-0):\P}CONC. SLAB ON 4" SAND ON 95% COMPACTED FILL OR VIRGIN SOIL\P w/ BRICK VENEER \A1;3/4" \A1;1'-0" \A1;3/4" \A1;1'-0" 4ATYPICAL FOOTING @ PORCH SLABSCALE: 3/4"=1'-0" \A1;1'-0" \A1;6" \A1;MIN. FROST DEPTH\A1;(CONSULT LOCAL CODE)\POR ADEQUATE BEARING SOIL ELEV \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 ON 95% COMPACTED FILL OR VIRGIN SOIL ELEVATION BRICK VENEER w/ BRICK VENEER SD.01 COMPACTED BACKFILL{\LTYP. PORCH SLAB:}\PSEE 3/SD.01 \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. FOOTING @ BRICK\P-SEE 2/SD.01 TYP. BSMT. WALL w/ BRICK\P-SEE 2/SD.01 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.) \A1;3{\H0.7x;\S1#2;}"\A1;4"\A1;3/4"\PCLR FLOOR JOISTS -SEE PLAN\A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD TYP. BSMT. SLAB\P-SEE 1/SD.01 1" AIR SPACE \A1;3 1/2" 9'-0"\A1;7 {\H0.7x;\S1#2;}"\A1;8'-0 {\H0.7x;\S1#2;}" \A1;7{\H1x; \H0.7x;\S1#2;\H1.4286x;"} POURED CONC. WALL @ BRICK\P(SEE SCHEDULE FOR REINF.) \A1;TYP. SILL PLATE -SEE 1/SD.01 TYP. BSMT. SLAB\P-SEE 1/SD.01 \A1;ADD'L #4 BARS @ 24" o.c. EXTENDED 12" INTO FULL WIDTH WALL.\A1;3 {\H0.7x;\S1#2;}" MIN.\P24" MAX \pxql;12" PLAIN CONC. TRENCH FOOTING ON 95% COMPACTED FILL OR VIRGIN SOIL ELEVATION \A1;6"\A1;6"UNCOMPACTED BACKFILL\A1;8" LONG #4 DOWELS\P@ 12" O.C. HAMMERED INTO {\H0.7x;\S1#2;}" DIA. x 3" DEEP HOLES (NO EPOXY) AT PORCH \A1;VARIES \A1;3 1/2" \A1;\pxqc;SLOPE PER PLAN {\LTYP. PORCH SLAB:}\PSEE 3/SD.01 \A1;{\LTYP. BSMT. SLAB\P(SEE NOTES ON S-0):\P}PLAIN CONC. SLAB w/ 6 MIL VAPOR BARRIER ON 4" CRUSHED STONE ON 95% COMP. FILL OR VIRGIN SOIL \A1;08/05/2013 \A1;4"\A1;3 1/2" \A1;3 {\H0.7x;\S1#2;}" MIN.\P24" MAX 45 PCFGW, GP, SW, SP, GM, GC, SM, SM-SC, ML 60 PCFSC, ML-CL, INORGANIC CL \A1;CORBEL BRICK {\H0.7x;\S1#2;}" MAX. PER COURSE & 1" MAX TOTAL AS REQUIRED COMPACTED BACKFILL \A1;STEP PER\PARCH \A1;03/14/2014Indiana DivisionTypical Foundation DetailsNo Ledge at Porch\A1;04/28/2014 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 2:05:41 PM, DWF6 ePlot.pc3 05/09/19 Mike Sheeks