HomeMy WebLinkAboutA1 4-2.11900 E. Golf Road, - Suite 300Schaumburg, Illinois 60173Midwest Zone Office102/20/2015PLAN REVISION201/04/2016PLAN REVISIONS304/29/2016PCR REVISIONS411/14/2016PLAN 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 - 2016
RICK STARKEY08/04/2014
LEFT
MEADOWVIEW
2058.300.00.CPM
--
04/29/2016
PLOTTED: November 29, 2016 / Annie Ki / 2058-MEADOWVIEW-CZ-BASE-PLAN.DWG
A1
4-2.1Second Floor Plan.4" Exterior Walls TUB/SHOWER
(4) 16" SHWIC*8' CLG..
OPEN TO
BELOW
BEDROOM 4*8' CLG..BEDROOM 3*8' CLG..
WIC*8' CLG..
TUB/SHOWER
BEDROOM 2*8' CLG..LINEN*8' CLG.
BATH 3*8' CLG.
BATH 2*8' CLG..
1R/1S
1R/1S
1R/1S2/6
2/42/4
2/6
2/4
(2) 2/0
2/42/6
2/4
2/4
DN 16 RISERS
1R/1S2/4PER ELEV.
PER ELEV.
PER ELEV.
PER ELEV.
LINE OF 10' CEILING HEIGHT BELOW
TPTRTB
\pxql;HANDRAIL, PER CODE
OPT. 2/4 PKT.
OPT. 2/4 PKT.
TRTP
2X6 WALL
LOFT*8' CLG.
\A1;4'-1"
\A1;31'-10" - OVERALL
\A1;11'-10{\H0.750000x;\S1#2;}"
\A1;19'-11{\H0.750000x;\S1#2;}"\A1;1'-11{\H0.750000x;\S1#2;}"
\A1;7'-9{\H0.750000x;\S1#2;}"
\A1;3'-0"
\A1;31'-10" - OVERALL
\A1;23'-11{\H0.750000x;\S1#2;}"
\A1;7'-10{\H0.750000x;\S1#2;}"
\A1;14'-4{\H0.750000x;\S1#2;}"
\A1;4'-1"
\A1;5'-6"
\A1;7'-2{\H0.750000x;\S1#2;}"
\A1;12'-9"
\A1;49'-0" - OVERALL\A1;45'-6{\H0.750000x;\S1#2;}"
\A1;3'-9"
\A1;3'-9"\A1;3'-11"
\A1;49'-0" - OVERALL\A1;15'-0"\A1;14'-0"\A1;7'-0"\A1;13'-0"\A1;PER ELEV.\A1;PER ELEV.\A1;PER ELEV.\A1;PER ELEV.\A1;PER ELEV.\A1;PER ELEV.\A1;5'-7{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-1{\H0.750000x;\S1#2;}"\A1;PER ELEV.\A1;PER ELEV.
\A1;2'-0"
\A1;3'-9"\A1;3'-9"\A1;3'-9"
\A1;3'-9{\H0.750000x;\S1#2;}"
\A1;6'-4"
\A1;8'-0{\H0.750000x;\S1#2;}"
\A1;4'-8{\H0.750000x;\S1#2;}"
\A1;3'-4{\H0.750000x;\S1#2;}"
\A1;5'-3{\H0.750000x;\S1#2;}"
\A1;7'-2{\H0.750000x;\S1#2;}"
\A1;12'-9"
\A1;3'-3"\A1;3'-8{\H0.750000x;\S1#2;}"\A1;6'-8{\H0.750000x;\S1#2;}"\A1;3'-10{\H0.750000x;\S1#2;}"\A1;2'-1{\H0.750000x;\S1#2;}"\A1;6'-11{\H0.750000x;\S1#2;}"
\A1;3'-7"
\A1;5'-4{\H0.750000x;\S1#2;}"
\A1;2'-1{\H0.750000x;\S1#2;}"\A1;2'-1{\H0.750000x;\S1#2;}"
\A1;1'-8{\H0.750000x;\S1#2;}"
\A1;1'-11{\H0.750000x;\S1#2;}"
\A1;3'-8{\H0.750000x;\S1#2;}"
\A1;1'-11{\H0.750000x;\S1#2;}"
\A1;1'-7{\H0.750000x;\S1#2;}"
\A1;3'-1"\A1;5'-3{\H0.750000x;\S1#2;}"\A1;2'-11{\H0.750000x;\S1#2;}"\A1;4'-4{\H0.750000x;\S1#2;}"\A1;6'-8{\H0.750000x;\S1#2;}"\A1;7'-4{\H0.750000x;\S1#2;}"
\A1;7'-4{\H0.750000x;\S1#2;}"
\A1;3'-9{\H0.750000x;\S1#2;}"
\A1;2'-2"
\A1;2'-2"
\A1;1'-7{\H0.750000x;\S1#2;}"\A1;1'-5{\H0.750000x;\S1#2;}"\A1;7{\H0.750000x;\S1#2;}"\A1;3'-1"
\A1;2'-10{\H0.750000x;\S1#2;}"
\A1;2'-10{\H0.750000x;\S1#2;}"\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;5'-3{\H0.750000x;\S1#2;}"
\A1;4"
\A1;3'-5{\H0.750000x;\S1#2;}"
\A1;13'-10{\H0.750000x;\S1#2;}"\A1;7'-7{\H0.750000x;\S1#2;}"\A1;24'-0{\H0.750000x;\S1#2;}"\A1;5'-10"\A1;4'-2"
\A1;1'-7{\H0.750000x;\S1#2;}"\A1;1'-4"
\A1;6'-2{\H0.750000x;\S1#2;}"
\A1;5'-1"
\A1;1'-9{\H0.750000x;\S1#2;}"
1A2 B.1
2A2 B.2
1A2 B.1
2A2 B.2
\A1;6'-6"\A1;2'-6"
\A1;11'-10{\H0.750000x;\S1#2;}"
\A1;6'-0"\A1;2'-0"
\A1;4'-0"\A1;6'-0"
\A1;4'-0"\A1;2'-0{\H0.750000x;\S1#2;}"\A1;5'-3{\H0.750000x;\S1#2;}"\A1;1'-4"
\pxql;STD. RAIL
KNEE WALL w/ CAP @ 42" A.F.F. - OPT. RAILING
TR
22"x30" ATTIC ACCESS
\pxql;KNEE WALL w/ CAP @ 42" A.F.F. - OPT. RAILING
12" DROP HDR.
WIC*8' CLG.1R/1S(4) 16" SH
\A1;3'-7"(4) 16" SH2/4\A1;1'-11"
\pxql;ADD'L RISER @ OPT. 10' CLG. HGT.
\pxql;ADD'L RISER AT OPT. 10' CLG. HGT.\A1;10"\A1;9{\H0.750000x;\S1#2;}"
SCALE:SECOND FLOOR PLAN1/4" = 1'-0"*OPT. 9' CEILING w/ RAISED CEILING HEIGHT UPGRADE OPTION
22" x 30" \PACCESS PANEL
TB3053 SH\P(3060 SH @\POPT. 9' PLT)
3053 SH\P(3060 SH @\POPT. 9' PLT)
3040 SH\P(3053 SH @\POPT. 9' PLT)2030 SH\P(2040 SH @\POPT. 9' PLT)
FLOORPLAN NOTES\A1;{\LGENERAL SPECIFICATIONS\P\P\pxi-2,l2,t2;}1. ALL ANGLED WALLS (OTHER THAN THOSE AT 90%%D) SHALL BE CONSIDERED TO BE AT 45%%D UNLESS NOTED OTHERWISE\P2. ALL NON-BEARING WALLS TO BE 2x4 STUDS AT 24" O.C. KITCHEN AND PULTE PLANNING CENTER WALLS, WHERE CABINETS ARE TO BE HUNG, SHALL BE FRAMED AT 16" O.C.\P3. PROVIDE A 1-3/8" OR LARGER SOLID CORE WOOD DOOR, SOLID CORE STEEL DOOR OR HONEYCOMB CORE STEEL DOOR, OR 20 MINUTE FIRE-RATED DOOR EQUIPPED WITH A SELF-CLOSING DEVICE BETWEEN GARAGE AND LIVING SPACE IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE. \P4. PROVIDE FIRE SEPARATION BETWEEN DWELLING AND GARAGE IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE.\P5. PROVIDE {\H0.7x;\S1#2;}" DRYWALL AT WALLS, CEILING AND UNDERSIDE OR STAIR ASSEMBLY ACCESSIBLE SPACE UNDER STAIRS IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE.\P6. ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED BY THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE SHALL HAVE A PERMANENT DESIGNATION OR LABEL AFFIXED TO EACH PANE OF GLAZING BEARING THE MANUFACTURER'S LABEL SHOWING THE TYPE AND THICKNESS OF GLASS. FOR OTHER THAN TEMPERED GLASS, LABELS MAY BE OMITTED PROVIDED THE BUILDING OFFICIAL APPROVES THE USE OF A CERTIFICATE, AFFIDAVIT OR OTHER EVIDENCE CONFIRMING COMPLIANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE.\P7. ALL BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT NOT LESS THAN 72" ABOVE THE FLOOR PER THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODE.\P8. PROVIDE {\H0.7x;\S1#8;}" MAX. SHEATHING WITH TAPED JOINTS AS DRAFT STOP WITH BATT INSULATION FILLING ALL CAVITIES AT EXTERIOR WALLS ADJACENT TO TUBS AND SHOWERS.\P9. ALL REQUIRED GUARDRAILS AND GUARDWALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES. GUARDS SHALL NOT BE LESS THAN 36" HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE AND NOT LESS THAN 34" HIGH MEASURED VERTICALLY FROM THE SLOPED PLANE THAT ADJOINS THE TREAD NOSINGS.\P10. ALL REQUIRED HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS. HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34" OR MORE THAN 38" AS MEASURED VERTICALLY FROM THE SLOPED PLANE THAT ADJOINS THE TREAD NOSINGS AND SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE NOT LESS THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAIL.\P11. BASEMENTS, HABITABLE ATTICS AND ALL SLEEPING ROOMS MUST HAVE AT LEAST ONE EMERGENCY ESCAPE IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES. THE EMERGENCY ESCAPE MUST HAVE A 5.7 SFCLEAR OPENING AND A SILL HEIGHT OF NO MORE THAN 44" ABOVE FINISHED FLOOR. ESCAPE WINDOWS AT GRADE LEVEL MUST HAVE A MIN. OF 5.0 SF OF OPEN AREA. REQUIRED CLEAR OPENINGS SHALL BE A MINIMUM OF 24" HIGH AND 20" WIDE. EMERGENCY ESCAPES WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GRADE MUST HAVE A WINDOW WELL AND LADDER IN ACCORDANCE WITH THE CURRENTLY ADOPTED EDITION OF THE IRC OR APPLICABLE LOCAL CODES.\P12. FOR ADDITIONAL INFORMATION SEE STRUCTURAL DRAWINGS AND NOTES
03/21/18
Mike Sheeks