HomeMy WebLinkAboutA000.3PLOTTED: June 13, 2017 / SCA / 3007-IN-TURIN-ET01.DWG
A3-ET01
1FB.3English Tudor2 Car Side EntryElevations and Roof PlanIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032102/05/2016PLAN 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
--
06/13/2017
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.
8:127:12
\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 SPEC121412141214
121412144" 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 SPECSTONE 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
12141214
1214
4" BATTENS @ 24" O.C. OVER HARDIE PANEL (SMOOTH), PER SPEC
SCALE:ROOF PLAN1/8" = 1'-0"-
7:12
OPT. GUTTER AND DOWNSPOUTS
\pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"3092ROOF AREA:SQ. FT.
\pxi-4,l4,ql,t3;OPT. POT VENTS
"B"59ROOF 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"
\pxi-4,l4,ql,t3;POT VENT
14:12
14:1214:12\A1;21'-0"
\A1;11'-0"
SCALE:LEFT ELEVATION1/8" = 1'-0"-
TOP OF PLATEROOF SHINGLES, PER SPEC
\A1;2'-6"
WINDOW 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;7'-11{\H0.750000x;\S1#2;}"\A1;3'-6"\A1;MIN.
8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPEC4" TRIM BOARD (TYP.), PER SPECHORIZONTAL SIDING, PER SPECOPT. MASONRY WRAP, PER SPECSTONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPECBRICK SOLDIER COURSE, PER SPEC
4" FRIEZE, PER SPEC
127127
127 10" FRIEZE, PER SPEC
\A1;3'-1"
\A1;2'-6"
2030 \PFX2030 \PFX
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;7'-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.
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC4" TRIM BOARD (TYP.), PER SPEC4" TRIM BOARD (TYP.), PER SPEC6" FASCIA, PER SPEC127
127
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
127
\A1;3'-1"
\A1;12'-6{\H0.750000x;\S1#4;}"\PPLATE HT.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;7'-11{\H0.750000x;\S1#2;}"
1214 1214
1214 1214
OPT. 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"-
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 3092 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 - POT
VENTS ONLY 4.12 5.15 5.08 49.06 12 0
AT EAVE 6.18 5.15 5.28 50.94 0 76.00
TOTAL (MIN)10.31 10.31 10.36 100.00
3
HIGH -RIDGE VENT 4.12 5.15 5.25 49.87 0 0 42.00
AT EAVE 6.18 5.15 5.28 50.13 0 76.00
TOTAL (MIN)10.31 10.31 10.53 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
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 59 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 - POT
VENTS ONLY 0.08 0.10 0.28 80.00 0 1
AT EAVE 0.12 0.10 0.07 20.00 0 1.00
TOTAL (MIN)0.20 0.20 0.35 100.00
3
HIGH -
RIDGE VENT 0.08 0.10 0.13 64.29 0 0 1.00
AT EAVE 0.12 0.10 0.07 35.71 0 1.00
TOTAL (MIN)0.20 0.20 0.19 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
2040 2040
Brick Wrap at Wainscot height
Brick Wrap at Wainscot height
Brick Wrap at Wainscot height
08/13/20
William Hohlt