HomeMy WebLinkAboutA000.1PLOTTED: December 10, 2019 / Kamlesh Bisht / 3007-IN-TURIN-ET01.DWG
A3-ET01
1FB.3English Tudor2 Car Side EntryFront, Side and Rear Elevations, Roof Plan and Ventilation ScheduleIndiana 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 05
12/10/2019
SCALE:FRONT ELEVATION1/4" = 1'-0"-
ROOF SHINGLES, PER SPECFYPON #LV12X24 OR APPROVED EQUAL
\A1;11'-1{\H0.750000x;\S1#8;}"\PPLATE HT.
7:12
7:12
7:12
\A1;9'-0"\PPLATE HT.
8:12 7:12
\A1;11'-1{\H0.750000x;\S1#8;}"\PPLATE HT.
\A1;2'-5{\H0.750000x;\S1#2;}"
7:12
2030\PFX
\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;2'-0"
\A1;3'-6"
\A1;3'-6"\A1;3'-6"
\A1;3'-1"\A1;3'-1"
\A1;3'-6"\A1;MIN.
\A1;7'-2{\H0.750000x;\S1#2;}"\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;7'-11{\H0.750000x;\S1#2;}"
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
8" FASCIA, PER SPEC8" FRIEZE, PER SPEC
4" TRIM BOARD (TYP.), PER SPEC1214 12141214
1214 1214 4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPEC
SOLDIER COURSE, PER SPEC
18"x72" SHUTTERS, PER SPEC
1x3 OVER 8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC
BRICK VENEER, PER SPECSTONE SILL, PER SPECSTONE VENEER, PER SPEC STONE SILL, PER SPECSTONE VENEER, PER SPEC
BRICK VENEER, PER SPEC
1214
4" BATTENS @ 24" O.C. OVER HARDIE PANEL (SMOOTH), PER SPEC
8" TRIM BOARD, PER SPEC
TIMBER POSTS AND BEAM, PER SPEC
1214
1214 1214
1214
4" BATTENS @ 24" O.C. OVER HARDIE PANEL (SMOOTH), PER SPEC
SCALE:ROOF PLAN1/8" = 1'-0"-
7:12 \pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"3331ROOF AREA:SQ. FT.
7:12
14:12
14:1214:12
7:12
7:12
7:1214:12
14:12
14:1214:12
14:1214:12
7:12
7:1214:12
8:12
14:12
14:1214:12
14:12
14:1214:12
14:12
7:12
7:12
\A1;22'-0{\H0.750000x;\S3#4;}"
\A1;6'-0{\H0.750000x;\S1#2;}"
\A1;2'-11"
\A1;7'-1"
\A1;2'-11"
14:12
14:1214:12 \A1;21'-0"
\A1;11'-0"
SCALE:LEFT ELEVATION1/8" = 1'-0"-
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
\A1;7'-2{\H0.750000x;\S1#2;}"\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-11{\H0.750000x;\S1#2;}"\A1;3'-6"\A1;MIN.
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPEC4" FRIEZE, PER SPEC
BRICK SOLDIER COURSE, PER SPEC
1214
STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC
BLACKOUT WINDOW, TYP.
MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC4" TRIM BOARD (TYP.), PER SPEC 4" TRIM BOARD (TYP.), PER SPEC6" FASCIA, PER SPEC127
127127
\A1;3'-1"
\A1;3'-6"
2040 \PFX 2040 \PFX
TOP OF PLATEROOF SHINGLES, PER SPECWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
\A1;7'-2{\H0.750000x;\S1#2;}"\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-11{\H0.750000x;\S1#2;}"\A1;3'-6"\PMIN.
8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPEC4" TRIM BOARD (TYP.), PER SPECHORIZONTAL SIDING, PER SPECMASONRY WRAP, PER SPECSTONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPECBRICK SOLDIER COURSE, PER SPEC
4" FRIEZE, PER SPEC
127127
12710" FRIEZE, PER SPEC
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
\A1;3'-1"
\A1;3'-6"
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
\A1;7'-2{\H0.750000x;\S1#2;}"\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-11{\H0.750000x;\S1#2;}"
12141214
12141214
MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
ROOF SHINGLES, PER SPEC8" FASCIA, PER SPEC
1x3 OVER 8" RAKE BOARD, PER SPEC8" FRIEZE, PER SPEC
SMOOTH PANEL, PER SPEC6" TRIM BOARD (TYP.), PER SPEC
SCALE:REAR ELEVATION1/8" = 1'-0"-
\A1;12'-6{\H0.750000x;\S1#4;}"\PPLATE HT.
ELEVATION ET01
ATTIC VENT SCHEDULE
VENTILATION REQUIRED AND SUPPLIED IS BASED ON POT VENT VALUES AND RIDGE VENT VALUES SHOWN IN TABLE ABOVE** CONTRACTORS INSTALLING VENTILATION ARE RESPONSIBLE FOR VERIFYING THAT VENTS USED WILL SUPPY VENTILATION TO MEET CODE REQUIREMENTS
* SCHEDULE HAS BEEN CALCULATED ASSUMING EAVE VENTILATION AT 50-60% OF TOTAL AND RIDGE AT 40-50% OF TOTAL REQUIRED VENTILATION
ROOF AREA "A"SQ FTG 3331 AT / NEAR RIDGE AT / NEAR EAVE
VENT TYPE
SQ. FT.
REQUIRED
RANGE
SQ. FT.
SUPPLIED
PERCENT
OF TOTAL
SUPPLIED
POT LARGE
(SQ. IN. EACH)
POT SMALL
(SQ. IN. EACH)
RIDGE VENT
(SQ. IN. PER LF)
EAVE VENT
(SQ. IN. EACH)
CONT. VENT
(SQ. IN. PER LF)
61.00 40.00 18.00 28.00 10.00
HIGH - POTVENTS ONLY 4.44 5.55 5.08 49.06 12 0
AT EAVE 6.66 5.55 5.28 50.94 0 76.00
TOTAL (MIN)11.10 11.10 10.36 100.00
3
HIGH -RIDGE VENT 4.44 5.55 5.25 49.87 0 0 42.00
AT EAVE 6.66 5.55 5.28 50.13 0 76.00
TOTAL (MIN)11.10 11.10 10.53 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
01/02/20
Adam Schriner