HomeMy WebLinkAboutA000.3PLOTTED: May 18, 2020 / Kamlesh Bisht / 2596-IN-GENEVA-ET01.DWG
A3-ET01
3FB.3English Tudor2 Car Side EntryFront ,Rear ,Side Elevation's and Roof PlanIndiana 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 Bittner3/30/2015
GARAGE LEFT
2596-Geneva
1836.0000
LOT 19
05/12/2020
1214
8:12 \A1;4'-0"+12"+ 6"\A1;9'-0"
+ 0"2030 FX2030 FX2030 FX\A1;R5'-9{\H0.750000x;\S1#4;}"4:12
6:12
\A1;16'-9{\H0.750000x;\S1#2;}"
8:12
\A1;R7'-1{\H0.750000x;\S1#4;}"
\A1;7'-6"\A1;2'-1"
\A1;3'-1"
\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 FOUNDATION
SOLDIER COURSE, PER SPEC
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPEC4" FRIEZE, PER SPEC
1x3 OVER 8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC
BRICK VENEER, PER SPEC
1214 1214
1214
FYPON# LV12X36 OR APPROVED EQUAL
SCALE:FRONT ELEVATION1/4" = 1'-0"-
OPT. METAL ROOF, PER SPECFYPON# LV12X36 OR APPROVED EQUAL
FYPON BRACKET #DTLB6X6X5 OR APPROVED EQUAL
6" BATTENS @ 18" O.C. O/ HARDIE PANEL (SMOOTH)
6" TRIM BD., PER SPEC
8" TRIM BD., PER SPEC
6" ROUGH TIMBER TRIM BD., PER SPEC4" FRIEZE, PER SPECSTONE CORBEL, PER SPEC
BLACKOUT WINDOW, TYP.
\A1;2'-1"
\A1;4'-0"
+ 6"+8.5"
+8.5"+ 6"\A1;9'-0"
\A1;5'-6"+ 0"+ 0"
1214
STONE SILL, PER SPEC
18"x72" SHUTTERS, PER SPECBRICK VENEER, PER SPECSTONE VENEER, PER SPEC
14:12
8:128:12
8:12
\pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"3670ROOF AREA:SQ. FT.
14:12
14:12
14:12
\A1;16'-0"
\A1;26'-0"
6:12
4:1214:1214:12
\A1;8'-0"
14:12
\pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.14:1214:12
8:12
14:12
14:12
8:128:12
8:128:12
6:12
SCALE:ROOF PLAN1/8" = 1'-0"-
ROOF SHINGLES, PER SPEC
1x3 OVER 8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPECMASONRY WRAP, PER SPEC
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-7{\H0.750000x;\S1#2;}"
SCALE:LEFT ELEVATION1/8" = 1'-0"-
128
128 128
126
\pxt9;STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC
4" FRIEZE, PER SPEC10" FRIEZE, PER SPEC
\A1;3'-6"\A1;MIN.
126
128 128
\A1;2'-1"
128
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
126128
126
MASONRY WRAP, PER SPEC
4" CORNER BOARD, PER SPEC8" FASCIA, PER SPECROOF SHINGLES, PER SPEC8" FASCIA, PER SPEC4" FRIEZE, PER SPEC
BRICK SOLDIER COURSE, PER SPEC
STONE VENEER, PER SPEC\A1;8'-1{\H0.750000x;\S1#8;}"\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-7{\H0.750000x;\S1#2;}"
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
\A1;3'-6"\A1;MIN.
10" FRIEZE, PER SPEC124
BRICK VENEER, PER SPECSTONE SILL, PER SPEC\A1;2'-1"
\A1;9'-0"\A1;WINDOW HEAD HT.\A1;11'-1{\H0.750000x;\S1#8;}"\A1;PLATE HT.
SCALE:REAR ELEVATION1/8" = 1'-0"-
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF SLAB
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" FASCIA, PER SPECROOF SHINGLES, PER SPEC
121412146:12 1214
\A1;9'-1{\H0.750000x;\S1#8;}"\A1;8'-1{\H0.7x;\S1#8;}"
\A1;2'-0"
\A1;8'-7{\H0.750000x;\S1#2;}"\A1;6'-8"
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 3670 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 4.89 6.12 6.35 50.41 15 0
AT EAVE 7.34 6.12 6.25 49.59 0 90.00
TOTAL (MIN)12.23 12.23 12.60 100.00
3
HIGH -
RIDGE VENT 4.89 6.12 6.25 49.45 0 0 50.00
AT EAVE 7.34 6.12 6.39 50.55 0 92.00
TOTAL (MIN)12.23 12.23 12.64 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
05/28/20
William Hohlt