HomeMy WebLinkAboutA103.01901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central Zone102/05/2016PLAN REVISIONS........................
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 - 2017
Joel Hampshire3/30/2015
GARAGE LEFT
3007-Turin
TBD
--
01/02/2017
PLOTTED: January 3, 2017 / Mike Carney / 3007-IN-EL01.DWG Front Elevation 1 - Opt. SunroomRear and Left Side Elevations7.02a9
SCALE 1/8" = 1'-0"ROOF PLAN - ELEVATION 1 - OPT. SUNROOM
CONT. RIDGE VENT
CONT. RIDGE VENT
CONT. RIDGE VENTCONT. R. V.
CONT. RIDGE VENT
CONT. RIDGE VENT14/12 SLOPE
14/12 SLOPE 14/12 SLOPE
7/12 SLOPE
7/12 SLOPE
14/12 SLOPE 14/12 SLOPE
7/12 SLOPE
7/12 SLOPE
14/12 SLOPE14/12 SLOPE 14/12 SLOPE14/12 SLOPE
C. R. V.
14/12 SLOPE
7/12 SLOPE14/12 SLOPE
NOTE:\P1. PROVIDE DOUBLE UNDERLAYMENT UNDER ASPHALT SHINGLES ON ROOF SLOPE FROM 2:12 UNITS TO 4:12 UNITS.
14/12 SLOPE
CONT. RIDGE VENT
3:12 ROOF SADDLE
8/12 SLOPE
8/12 SLOPE
7/12 SLOPE
14/12 SLOPE14/12 SLOPE
\A1;1'-0"\A1;PER PLAN (VERIFY)
TRUSS H
\A1;11{\H0.750000x;\S5#8;}"
127
TRUSS PROFILE - ELEV. 1 - OPT. SUNROOM1/8" = 1'-0"
\A1;51'-6"\A1;49'-0"\A1;8"\A1;47'-8"\A1;8"
\A1;8"
\A1;24'-9"
\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
STEEL PIPE COLUMN CONC. FOOTING (TYPICAL)
STEEL BEAM
\A1;2'-6"
\A1;38'-3{\H0.750000x;\S1#2;}"
\A1;71'-0"
\A1;12'-4"\A1;11'-8"
\A1;8"
\A1;83'-4"
\A1;12'-4"\A1;11'-8"
\A1;8"
\A1;22'-4"\A1;26'-7{\H0.750000x;\S1#2;}"
\A1;8"
HOSE BIB FIELD \PVERIFY LOCATION
PART. FDN. PLAN - ELEV. 1 - OPT. SUNROOM1/4" = 1'-0"
PART. FIRST FLR. PLAN - ELEV. 1 - OPT. SUNROOM1/4" = 1'-0"
\A1;2'-10"\A1;9'-0"\A1;2'-10{\H0.750000x;\S1#2;}"
\A1;38'-3{\H0.750000x;\S1#2;}"\pxql;GUARDRAIL & BALUSTRADE \PSHALL BE CONSTRUCTED \PACCORDING TO CODE
2 STORY \PCARPET
{\W0.6;12" DROP HDR.}9'-0" CLG. \PHARDNOOK
\pxql;8" SQAURE COL. PER SPEC.LINE OF WALL ABOVE
\A1;8'-0"
\A1;12'-8"
\A1;3'-8{\H0.750000x;\S1#2;}"
\A1;7'-5{\H0.750000x;\S1#2;}"
\A1;11{\H0.750000x;\S1#2;}"
\pxql;GUARDRAIL & BALUSTRADE \PSHALL BE CONSTRUCTED \PACCORDING TO CODE
2 STORY \PCARPET
2-2460 SH {\W0.6;12" DROP HDR.}9'-0" CLG. \PHARDNOOK
\pxql;8" SQAURE COL. PER SPEC.
\A1;8'-0"
\A1;12'-8"
\A1;3'-8{\H0.750000x;\S1#2;}"
\A1;11'-8{\H0.750000x;\S1#2;}"
FAMILY ROOM
\A1;5'-9{\H0.750000x;\S1#2;}"
2460 SH
2/8 \PFRN DR NOTE: \P7 3/4" MAX. RISE \PFROM TOP OF THRESHOLD TO FIRST TREAD OR LANDING
9'-0" CLG.\PHARDSUNROOM
3060 SH
2460 SH
WP/GFI
S3S
SS
\A1;51'-6"\A1;15'-0{\H0.750000x;\S1#2;}"\A1;33'-11{\H0.750000x;\S1#2;}"\A1;4"\A1;14'-8{\H0.750000x;\S1#2;}"\A1;5{\H0.750000x;\S1#2;}"\A1;4"\A1;5'-9"\A1;7'-2"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;7'-4{\H0.750000x;\S3#4;}"
\A1;7'-2"
\A1;15'-0{\H0.750000x;\S1#2;}"\A1;4"\A1;14'-8{\H0.750000x;\S1#2;}"\A1;5{\H0.750000x;\S1#2;}"\A1;18'-0{\H0.750000x;\S1#2;}"\A1;4"\A1;5'-9"\A1;7'-2"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;7'-4{\H0.750000x;\S3#4;}"
\A1;7'-2"
\A1;2'-6"
\A1;71'-0"
\A1;12'-0"
\A1;41'-8{\H0.750000x;\S1#2;}"
\A1;6"
\A1;26'-11{\H0.750000x;\S1#2;}"\A1;12'-8"
\A1;4"
\A1;7'-2"
\A1;2'-3{\H0.750000x;\S1#2;}"\A1;6'-11"
\A1;5'-9"\A1;4'-3"\A1;3'-11{\H0.750000x;\S1#2;}"
\A1;83'-0"
\A1;12'-0"\A1;11'-6"
\A1;26'-11{\H0.750000x;\S1#2;}"\A1;12'-8"
\A1;4"
\A1;7'-2"
\A1;4'-4"
\A1;6'-11"
\A1;5'-9"
\A1;17'-5"
\A1;4'-3"\A1;3'-11{\H0.750000x;\S1#2;}"
OPT.
2460 SH3060 SH2460 SH TYPE II GLZG.\PTEMPERED 2460 SH2460 SH3060 SH
ALL 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}
01/17/19
William Hohlt