HomeMy WebLinkAboutIND Central Zone - Master Foundation Details-SD.0820SCALE: 3/4"=1'-0"
GRADE
\A1;3 {\H0.7x;\S1#2;}"
WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
STEPPED FOUNDATION WALLw/ MASONRY WRAP
CONC. FOOTING\P-SEE 1/SD.01
@ LOW CRAWL SPACEw/ HIGH GRADE
\A1;2x4 WALL (HEIGHT VARIES)
\A1;\pxql;ADD'L #4 BARS @ 24" o.c. EXTENDED FROM TOP OF WALL 12" INTO FULL THICKNESS WALL
\A1;7{\H0.7x;\S1#2;}" PLAIN CONC. FDN. WALL
TYP. BSMT. SLAB\P-SEE 1/SD.01
\A1;4'-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
Pulte Central Zone1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195SINGLE FAMILY
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PULTE GROUPMULHERN & KULP
SD.0825SCALE: 3/4"=1'-0"
\A1;3 {\H0.7x;\S1#2;}"
WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
FOUNDATION WALL @ GARAGE
CONC. FOOTING\P-SEE 1/SD.01
\A1;5'-0" (MAX)TYP. BSMT. SLAB\P-SEE 1/SD.01
\A1;4'-0"\A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL
\A1;\pxql;ADD'L #4 BARS @ 24" o.c. EXTENDED FROM TOP OF WALL 12" INTO FULL THICKNESS WALL
\A1;\pxqc;SLOPE PER PLAN
TYP. GARAGE SLAB\P-SEE 5/SD.01\P{\A1; }
22SCALE: 3/4"=1'-0"
GRADEWATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
FLOOR JOISTS -SEE PLAN
STEPPED FOUNDATION WALL
\A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD
\A1;2x4 WALL (HEIGHT VARIES PER STEP) (6'-0" MAX.)
TYP. BSMT. SLAB\P-SEE 1/SD.01
23SCALE: 3/4"=1'-0"
GRADE
WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
FLOOR JOISTS -SEE PLAN
STEPPED FOUNDATION WALL
CONC. FOOTING\P-SEE 1/SD.01
\A1;1{\H0.7x;\S3#4;}" FULL DEPTH LVL LEDGER (IN BOTH PERPENDICULAR & PARALLEL JOIST CONDITIONS) FASTENED TO CONCRETE WALL w/ (4) {\H0.7x;\S1#4;}" DIA. x 3{\H0.7x;\S1#2;}" LONG TAPCONS @ 12" O.C. OR (2){\H0.7x;\S1#2;}" DIA.x4{\H0.7x;\S1#2;}" LONG TITEN HD SCREWS @ 12" O.C. PROVIDE BUILDING PAPER/PROTECTIVE WRAP BETWEEN LVL & CONCRETE SURFACE
@ LOW CRAWL SPACEw/ HIGH GRADE
CONC. FOOTING\P-SEE 21/SD.06
\A1;2x4 WALL (HEIGHT VARIES)
\A1;4'-0"
\A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL
\A1;@ PARALLEL CONDITION: FULL DEPTH BLOCKING IN 1ST TWO JOIST BAYS @ 24" O.C. FASTEN FLOOR SHTG TO BLOCKING w/ 0.131"x 2{\H0.7x;\S1#2;}" NAILS @ 6"O.C. *ONLY REQUIRED WHEN GRADE IS MORE THAN 12" ABOVE TOP OF FLOOR ELEVATION.
\A1;\pxql;2x4 P.T. SILL PLATE -SEE 1/SD.01
\A1;4'-0" (MAX)
\A1;\pxql;2x4 P.T. SILL PLATE -SEE 1/SD.01
20SCALE: 3/4"=1'-0"
GRADE
WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
STEPPED FOUNDATION WALL
\A1;16" MIN\P24" MAX
CONC. FOOTING\P-SEE 1/SD.01
@ LOW CRAWL SPACEw/ HIGH GRADE
\A1;2x4 WALL (HEIGHT VARIES)\A1;\pxql;2x4 P.T. SILL PLATE -SEE 1/SD.01
\A1;7{\H0.7x;\S1#2;}" PLAIN CONC. FDN. WALL
TYP. BSMT. SLAB\P-SEE 1/SD.01
\A1;4'-0"
BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES \P@ 16" o.c. HORIZ.\P& @ 24" o.c. VERT. (TYP.)1" AIR SPACE
\A1;\pxql;2x4 P.T. SILL PLATE -SEE 1/SD.01
BOTTOM OF FTG MAY BE STEPPED UP AS FINAL GRADE AND FROST DEPTH PERMITS
BOTTOM OF FTG MAY BE STEPPED UP AS FINAL GRADE AND FROST DEPTH PERMITS
22SCALE: 3/4"=1'-0"
GRADE
WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
FLOOR JOISTS -SEE PLAN
STEPPED FOUNDATION WALL
\A1;{\H1x;1\H0.7x;\S1#8;}" OSB RIM BOARD
\A1;2x4 WALL (HEIGHT VARIES PER STEP) (6'-0" MAX.)
TYP. BSMT. SLAB\P-SEE 1/SD.01
CONC. FOOTING\P-SEE 21/SD.06
\A1;4'-0" (MAX)
\A1;\pxql;2x4 P.T. SILL PLATE -SEE 1/SD.01
\A1;16" MIN\P24" MAX
\A1;16" MIN\P24' MAX
\A1;16" MIN\P24' MAX
BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES \P@ 16" o.c. HORIZ.\P& @ 24" o.c. VERT. (TYP.)1" AIR SPACE
\A1;7{\H0.7x;\S1#2;}" CONC. WALL (SEE DETAIL 21/SD.06 FOR REINF. REQUIREMENTS)
w/ MASONRY WRAP
26SCALE: 3/4"=1'-0"
\A1;3 {\H0.7x;\S1#2;}"
WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
FLOOR JOISTS -SEE PLAN
FOUNDATION WALL @ GARAGE
CONC. FOOTING\P-SEE 1/SD.01
\A1;1{\H0.7x;\S3#4;}" FULL DEPTH LVL LEDGER (IN BOTH PERPENDICULAR & PARALLEL JOIST CONDITIONS) FASTENED TO CONCRETE WALL w/ (4) {\H0.7x;\S1#4;}" DIA. x 3{\H0.7x;\S1#2;}" LONG TAPCONS @ 12" O.C. OR (2){\H0.7x;\S1#2;}" DIA.x4{\H0.7x;\S1#2;}" LONG TITEN HD SCREWS @ 12" O.C. PROVIDE BUILDING PAPER/PROTECTIVE WRAP BETWEEN LVL & CONCRETE SURFACE
\A1;5'-0" (MAX)
\A1;4'-0"\A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL\A1;@ PARALLEL CONDITION: FULL DEPTH BLOCKING IN 1ST TWO JOIST BAYS @ 24" O.C. FASTEN FLOOR SHTG TO BLOCKING w/ 0.131"x 2{\H0.7x;\S1#2;}" NAILS @ 6"O.C. *ONLY REQUIRED WHEN GRADE IS MORE THAN 12" ABOVE TOP OF FLOOR ELEVATION.\A1;\pxql;ADD'L #4 BARS @ 24" o.c. EXTENDED FROM TOP OF WALL 12" INTO FULL THICKNESS WALL
\A1;\pxqc;SLOPE PER PLAN
TYP. GARAGE SLAB\P-SEE 5/SD.01\P{\A1; }
23SCALE: 3/4"=1'-0"
GRADE
WATERPROOFING & FOUNDATION DRAINAGE PER ARCHITECT
FLOOR JOISTS -SEE PLAN
STEPPED FOUNDATION WALL
CONC. FOOTING\P-SEE 1/SD.01
\A1;1{\H0.7x;\S3#4;}" FULL DEPTH LVL LEDGER (IN BOTH PERPENDICULAR & PARALLEL JOIST CONDITIONS) FASTENED TO CONCRETE WALL w/ (4) {\H0.7x;\S1#4;}" DIA. x 3{\H0.7x;\S1#2;}" LONG TAPCONS @ 12" O.C. OR (2){\H0.7x;\S1#2;}" DIA.x4{\H0.7x;\S1#2;}" LONG TITEN HD SCREWS @ 12" O.C. PROVIDE BUILDING PAPER/PROTECTIVE WRAP BETWEEN LVL & CONCRETE SURFACE
@ LOW CRAWL SPACEw/ MASONRY WRAP
\A1;4'-0" MAX\A1;7 {\H0.7x;\S1#2;\H1.4286x;"} PLAIN CONC. FDN. WALL
\A1;@ PARALLEL CONDITION: FULL DEPTH BLOCKING IN 1ST TWO JOIST BAYS @ 24" O.C. FASTEN FLOOR SHTG TO BLOCKING w/ 0.131"x 2{\H0.7x;\S1#2;}" NAILS @ 6"O.C. *ONLY REQUIRED WHEN GRADE IS MORE THAN 12" ABOVE TOP OF FLOOR ELEVATION.
\A1;16" MIN
\A1;16" MIN\P24' MAX
w/ HIGH GRADE
BRICK VENEER (QUEEN BRICK)\Pw/ 1" W. x 22GA CORRUGATED GALV. METAL WALL TIES \P@ 16" o.c. HORIZ.\P& @ 24" o.c. VERT. (TYP.)1" AIR SPACE\A1;2x4 WALL (HEIGHT VARIES)\A1;\pxql;2x4 P.T. SILL PLATE -SEE 1/SD.01
\A1;\pxql;ADD'L #4 BARS @ 24" o.c. EXTENDED FROM TOP OF WALL 12" INTO FULL THICKNESS WALL
\A1;\pxql;ADD'L #4 BARS @ 24" o.c. EXTENDED FROM TOP OF WALL 12" INTO FULL THICKNESS WALL
TYP. BSMT. SLAB\P-SEE 1/SD.01
TYP. BSMT. SLAB\P-SEE 1/SD.01
TYP. BSMT. SLAB\P-SEE 1/SD.01
BOTTOM OF FTG MAY BE STEPPED UP AS FINAL GRADE AND FROST DEPTH PERMITS
\A1;7{\H0.7x;\S1#2;}" CONC. WALL (SEE DETAIL 21/SD.06 FOR REINF. REQUIREMENTS)
\A1;@ PERPENDICULAR CONDITION: HANGER PER FLOOR MANUF.
\A1;@ PERPENDICULAR CONDITION: HANGER PER FLOOR MANUF.
\A1;5'-0"\P(MAX)\A1;5'-0"\P(MAX)
\A1;5'-0"\P(MAX)\A1;5'-0"\P(MAX)
PLOTTED: July 15, 2019 / Coop04 / IND CENTRAL ZONE - MASTER FOUNDATION DETAILS.DWG
10/10/22