HomeMy WebLinkAboutA000.3PLOTTED: August 10, 2020 / Kamlesh Bisht / 3007-IN-TURIN-EC01.DWG
A3-EC01
1FB.1Euro Country2 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 - 2020
Zach Bittner 3/30/2015
GARAGE RIGHT
3007-Turin
TBD
LOT 04
08/10/2020
7:127:12
7:12
14:12
14:1214:12
7:12
ROOF SHINGLES, PER SPECFYPON #LV12X24 OR APPROVED EQUAL
\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;8'-11{\H0.750000x;\S1#2;}"
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
METAL ROOF, PER SPEC
8" FASCIA, PER SPEC8" FRIEZE, PER SPEC
4" TRIM BOARD (TYP.), PER SPEC6" TRIM BOARD, PER SPEC
1214
12141214
1214 1214 4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPEC
JACK SOLDIER COURSE, PER SPEC
18"x72" PANEL SHUTTERS, PER SPEC
BRICK SOLDIER COURSE, PER SPEC
1x3 OVER 8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC
BRICK VENEER, PER SPECSTONE SILL, PER SPEC
STONE VENEER, PER SPEC
BRICK ROWLOCK OVER SOLDIER COURSE
BRICK RECESS (5 COURSES)
1214 1214
1214
1214
SCALE:FRONT ELEVATION1/4" = 1'-0"-
\A1;7'-6"\A1;7'-0"
\A1;17'-8{\H0.750000x;\S1#8;}"\PPLATE HT.
\A1;13'-4{\H0.750000x;\S1#8;}"\PPLATE HT.
\A1;R10'-0"
\A1;3'-0"\A1;3'-0"
SCALE:ROOF PLAN1/8" = 1'-0"-
7:12 \pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"3332ROOF 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
14:12
7:12
14:12
14:12
14:1214:12
3.5:12
14:12
14:1214:12
14:12
14:1214:12
14:12
7:12
7:12
\A1;5'-1{\H0.750000x;\S3#4;}"
\A1;5'-1{\H0.750000x;\S3#4;}"
\A1;22'-0{\H0.750000x;\S3#4;}"
\A1;5'-0{\H0.750000x;\S1#2;}"\A1;2'-11"
\A1;7'-1"
\A1;2'-11"
\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
123 1/2
STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC
BLACKOUT WINDOW, TYP.1214
MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" RAKE BOARD, PER SPEC
4" FRIEZE, PER SPEC4" TRIM BOARD (TYP.), PER SPEC4" TRIM BOARD (TYP.), PER SPEC6" FASCIA, PER SPEC127
127
1214 1214
\A1;3'-1"
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"
\A1;3'-6"\A1;MIN.
8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPEC4" TRIM BOARD (TYP.), PER SPECHORIZONTAL SIDING, PER SPEC MASONRY WRAP, PER SPECSTONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPECBRICK SOLDIER COURSE, PER SPEC
123 1/21214 127 127
12710" FRIEZE, PER SPEC
1214
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
\A1;3'-1"
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 EC01
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 3332 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 4.44 5.55 5.08 49.06 12 0
AT EAVE 6.66 5.55 5.28 50.94 0 76.00
TOTAL (MIN)11.11 11.11 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)11.11 11.11 10.53 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
09/04/20