HomeMy WebLinkAboutA000.3PLOTTED: June 13, 2017 / SCA / 2596-IN-GENEVA-EC01.DWG
A3-EC01
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I n d i a n a D i v i s i o n
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C a r m e l , I n d i a n a 4 6 0 3 2
102/05/2016PLAN 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
2596-Geneva
1836.0000
--
06/13/2017
8:12
2030 FX
14:12 14:12
12:12
8:12
\A1;7'-10{\H0.750000x;\S1#4;}"\A1;7'-1{\H0.750000x;\S1#4;}"
\A1;3'-6"\A1;MIN.
\A1;2'-6"\A1;3'-0"
6:12
\A1;5'-9"
\A1;3'-0"
\A1;1'-0"
2030 FX 2030 FX
\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
ARCH SOLDIER COURSE, PER SPEC
18"x72" PANEL SHUTTERS, PER SPEC
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPEC
10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPECHORIZONTAL SIDING, 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
METAL ROOF,\PPER SPEC
1214 1214
1214 1214
SHAKE SIDING, PER SPEC12"x36" PANEL SHUTTERS, PER SPEC
12"x24" ARCH TOP LOUVER, PER SPECBRICK ROWLOCK, PER SPEC
SCALE:FRONT ELEVATION1/4" = 1'-0"-
BRICK ROWLOCK OVER SOLDIER COURSE
BLACKOUT WINDOW, TYP.METAL ROOF, PER SPEC
4" FRIEZE, PER SPEC
8" SQUARE COLUMN w/ SITE BUILT 4x BRACKET, PER SPEC
OPT. GUTTER AND DOWNSPOUTS
\pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"3444ROOF AREA:SQ. FT.
\pxi-4,l4,ql,t3;OPT. POT VENTS
"B"21ROOF AREA:SQ. FT.
14:12
14:12
14:12
14:12
14:12
\A1;6'-10{\H0.750000x;\S1#2;}"
\A1;6'-10{\H0.750000x;\S1#2;}"
14:12
8:12
8:12
14:12
14:12
14:12
8:128:12
8:128:12
8:128:12
SCALE:ROOF PLAN1/8" = 1'-0"-
\A1;34'-0"
\A1;16'-0"
\A1;11'-0"
6:12
\A1;2'-6"
SCALE:LEFT ELEVATION1/8" = 1'-0"-
ROOF SHINGLES, PER SPEC
1x3 OVER 8" RAKE, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPECOPT. MASONRY 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;7'-11{\H0.750000x;\S1#2;}"
128128
128 128
1214
126
STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC
4" FRIEZE, PER SPEC10" FRIEZE, PER SPEC
\A1;3'-6"\A1;MIN.\A1;2'-6"
128
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
1214 1214 126128126
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" FASCIA, PER SPEC
ROOF SHINGLES, PER SPEC8" FASCIA, PER SPEC4" FRIEZE, PER SPEC
BRICK SOLDIER COURSE, PER SPEC
STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC\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
TOP OF FOOTING \A1;3'-6"\A1;MIN.\A1;2'-1"
10" FRIEZE BOARD, PER SPEC
\A1;9'-0"\A1;WINDOW HEAD HT.\A1;11'-1{\H0.750000x;\S1#4;}"\A1;PLATE HT.
SCALE:REAR ELEVATION1/8" = 1'-0"-
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;7'-11{\H0.750000x;\S1#2;}"
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" FASCIA, PER SPECROOF SHINGLES, PER SPEC
121412146:12
6" TRIM BOARD, PER SPEC
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 3444 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 4.59 5.74 5.93 51.63 14 0
AT EAVE 6.89 5.74 5.56 48.37 0 80.00
TOTAL (MIN)11.48 11.48 11.49 100.00
3
HIGH -
RIDGE VENT 4.59 5.74 6.25 54.55 0 0 50.00
AT EAVE 6.89 5.74 5.21 45.45 0 75.00
TOTAL (MIN)11.48 11.48 11.46 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
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 "B"SQ FTG 21 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 0.03 0.04 0.00 0.00 0 0
AT EAVE 0.04 0.04 0.07 100.00 0 1.00
TOTAL (MIN)0.07 0.07 0.07 100.00
3
HIGH -
RIDGE VENT 0.03 0.04 0.13 64.29 0 0 1.00
AT EAVE 0.04 0.04 0.07 35.71 0 1.00
TOTAL (MIN)0.07 0.07 0.19 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
06/11/18
Mike Sheeks