HomeMy WebLinkAboutA001.01/4" = 1'-0"FOUNDATION PLAN1/4" = 1'-0"
\A1;29'-0"\A1;54'-7"\A1;25'-0"
\A1;53'-7"
\A1;15'-0"
\A1;34'-7"
\A1;10'-8"
\A1;26'-8"
\A1;83'-7"\A1;4'-5"\A1;11'-11{\H0.750000x;\S1#2;}"
\A1;83'-7"
\A1;53'-7"
\A1;13'-3"
\A1;7{\H0.750000x;\S1#2;}"
\A1;3'-9{\H0.750000x;\S1#2;}"
\A1;43'-4{\H0.750000x;\S1#2;}"\A1;11'-2{\H0.750000x;\S1#2;}"
\A1;7{\H0.750000x;\S1#2;}"\A1;41'-4{\H0.750000x;\S1#2;}"
\A1;6'-4"
\A1;2'-9{\H0.750000x;\S1#2;}"
\A1;6'-0"
\A1;3'-4{\H0.750000x;\S1#2;}"\A1;3'-4{\H0.750000x;\S1#2;}"
\A1;7'-0{\H0.750000x;\S1#2;}"\A1;12'-9"
\A1;1'-4"\A1;2'-8"
\A1;10'-0"
\A1;11'-9"
\A1;15'-1{\H0.750000x;\S1#4;}"
\A1;2'-9{\H0.750000x;\S3#4;}"
\A1;15'-7{\H0.750000x;\S1#2;}"
\A1;4'-5{\H0.750000x;\S3#4;}"
\A1;15'-1"
\A1;2'-6"\A1;2'-6"
\A1;4'-9"\A1;9'-8"\A1;26'-11{\H0.750000x;\S1#2;}"
\A1;27'-11"\A1;10'-4"\A1;26'-11{\H0.750000x;\S1#2;}"
1413121110654321
STEEL BEAM
4040 SL w/ EGRESS \PHARDWARE. EGRESS \PWINDOW AND WELL \PSEE PROJECT MANAGER \PFOR DETAILS.
EGRESS WINDOW \PAND WELL \PSEE PROJECT MANAGER FOR DETAIL4040 SL w/ EGRESS HARDWARE
987
AC FIELD \PVERIFY \PLOCATION
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.BASEMENT4" MIN. CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRAVEL FILL ON 95% COMPACTED FILL OR VIRGIN SOIL (3000 PSF MIN.) FREE FROM DEBRIS, VEGETATION AND DECAY
TYP. 4" PERIMETER DRAIN TILE PER SPEC.
HOSE BIB FIELD \PVERIFY LOCATION
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
TO SWITCH\PABOVE
STEEL PIPE COLUMN CONC. FOOTING (TYPICAL)
GAS SUPPLY
POWER VENT W.H.STANDARD HIGH \PEFFICIENCY FURNACE \PLOCATION VERIFY W/ MECHANICAL PLANSEJECTOR PIT AND PUMP FIELD VERIFY LOCATION W/PROJECT MANAGER\PPROVIDE DEDICATED 110V OUTLET AS SHOWN
FD
STEEL BEAM STEEL BEAM
STEEL BEAM STEEL BEAM PATIOCONCRETE
PROVIDE 1/2" GYP. BD.\PUNDER STAIRS (TYP.)
NOTE:\P1. DIMENSIONS SHOWN ARE FROM FACE OF FOUNDATION WALL TO FACE OF FOUNDATION WALL.\P2. VERIFY 3,000 PSF SOIL BEARING CAPACITY.\P3. FOR DECK LAYOUT SEE\PDETAIL SHEET.\P4. ALL BASEMENT OUTLETS IN UNFINISHED AREA SHALL BE GFI.
HOSE BIB FIELD \PVERIFY LOCATION
ALT. SUMP LOCATION
\A1;14'-8"
\A1;4'-0"
\A1;5'-9{\H0.750000x;\S1#2;}"
\A1;3'-0"
\A1;20'-7{\H0.750000x;\S1#2;}"
\A1;11'-8"
\pxql;UP 16R
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION, (TYP.)5" STRUCTURAL SLAB W/ #5 BARS @ 18" O.C. E.W. @ MID-DEPTH. PROVIDE LEDGE PER SPEC FOR SLAB ON ALL (4) SIDES OR DOWEL REBAR INTO FDN. WALL SLOPE
VERIFY GARAGE DOOR DIM \PWITH ELEV's
4" MIN. CONC. SLAB W/ FIBER MESH OVER 4" CRUSHED STONE (FREE FROM VEGETATION, DECAY AND DEBRIS) ON 95% COMPACTED FILL OR VIRGIN SOIL.
\pxql;WATER V.I.F.
\pxql;WATER METER FIELD \PVERIFY LOCATION W/ \PPROJECT MGR.
\pxql;SEWER V.I.F.
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.PERIMETER DRAIN TILE PER SPEC., (TYP.)
ALT. SUMP LOCATIONSUMP PUMP \PDEDICATED 110V
PROVIDE BRICK LEDGE, PER SPEC
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION, (TYP.)
\A1;2'-8"\A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;4'-1"\A1;9'-3{\H0.750000x;\S1#2;}"\A1;1'-5"\A1;7'-10{\H0.750000x;\S1#2;}"
\A1;1'-0"
\A1;10'-0"
\A1;3'-1"
\A1;12'-7"
\A1;27'-11"
1516
VERIFY GARAGE DOOR DIM \PWITH ELEV's
\A1;2'-0"
\A1;1'-6"
ROUGH IN BATH
\A1;22'-9"
\A1;2'-10{\H0.750000x;\S3#4;}"
\A1;3'-0"
\A1;3'-6{\H0.750000x;\S1#4;}"
ROUGH IN \PWATER \PSOFTENER, \PPER SPEC.
\A1;27'-11"
\A1;25'-8"
S
3SS
SS CONCRETE SLABCONCRETE SLABALL FOOTINGS SHALL BEAR BELOW FROST LINE. CONSULT SOILS REPORT/ LOCAL MUNICIPALITY FOR MINIMUM DEPTH BELOW GRADE.
PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.C.)
ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2.BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIBILITY OF HARDWARE & FASTENERS IN CONTACT w/ PRESERVATIVE-TREATED WOOD. CONTACT LUMBER & HARDWARE SUPPLIERS TO COORDINATE.
CONCRETE DESIGN BASED ON ACI 332-05. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.:\P f'c =4,000 psi: ....... FOUNDATION WALLS\P 3,000 psi: ....... FOOTINGS\P 2,500 psi: ....... INTERIOR SLABS ON GRADE\P 3,500 psi: ....... GARAGE & EXT. SLABS ON GRADE\P fy = 60,000 psi
ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 7% AIR ENTRAINMENT.
\A1;FASTEN SILL PLATES TO FOUNDATION WALLS WITH 1/2" DIA. ANCHOR BOLTS @ 6'-0" o.c. w/ 7" MIN. EMBEDMENT INTO CONC. OR SIMPSON MASA STRAPS @ 6'-0" O.C. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAILS).
BASEMENT WALLS SHALL BE BRACED, PRIOR TO BACKFILLING, BY EITHER ADEQUATE TEMPORARY BRACING OR INSTALLATION OF FIRST FLOOR DECK.
\A1;PIPE COLUMNS SHALL BE 3 1/2" DIA. ADJUSTABLE (11 GA.) STEEL PIPE COLUMNS ON 36"x36"x12" PLAIN CONCRETE FOOTINGS, U.N.O. COLUMN SCREW JACK SHALL BE FULLY ENCASED IN CONCRETE.
{\LDESIGN IS BASED ON 2006 INTERNATIONAL RESIDENTIAL CODE.}\A1;{\Farchquik|c0;DESIGN LOADS:\P SOIL 3,000 PSF ALLOWABLE BEARING PRESSURE}
FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR 95% COMPACTED FILL.
\A1;TYPICAL REINFORCEMENT DETAILS: LAP ALL REBAR 24" MIN.; BEND BARS AND LAP AT CORNERS; PROVIDE 6" HOOK INTO SUPPORTING FOOTINGS WHEN FOOTINGS INTERSECT; PROVIDE 3" MINIMUM COVER AT THE BOTTOM BARS AND 1 1/2" COVER AT THE SIDES.
"PULTE STL - 2009 IRC" - FEB. 2011
BASEMENT WALL DESIGN IS BASED ON BACKFILL SOIL W/ EQUIVALENT FLUID PRESSURES OF 45 AND 60 pcf SOIL. SEE FOUNDATION DETAILS FOR SPECIFICATIONS.\A1;ALL FOUNDATION WALL OPENINGS SHALL HAVE (2)#5 BARS AROUND ALL SIDES, TOP, AND BOTTOM OF OPENING (WHERE APPLICABLE). REINFORCEMENT SHALL {\LEXTEND 12" PAST EDGE} OF OPENING IN EACH DIRECTION.
GENERAL STRUCTURAL NOTES
{\LFOUNDATIONS}{\LFOUNDATIONS}Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032...........................
PLAN NAME
SHEET
PRODUCTION MANAGER
DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN ID
GARAGE HANDING
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
(c) Copyright Pulte Home Corporation - 2019
Suzette Schuette3/30/2015
GARAGE RIGHT
3007-Turin
TBD
LOT 23
04/18/2019
PLOTTED: July 17, 2019 / Annie Lee / 3007-IN-PLAN.DWG Full Basement Foundation PlanElevation 1 1.30a
08/15/19
William Hohlt