HomeMy WebLinkAboutS000.2PLAN 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;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;03/14/2014
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\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
06/11/18
Mike Sheeks