HomeMy WebLinkAboutA000.4PLOTTED: June 13, 2017 / SCA / 2975-IN-NAPLES-EC01.DWG
A3-EC01
1FB.3Euro Country2 Car Side EntryElevations and Roof Plan1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central Zone102/05/2016PLAN 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
2975-Naples
1815.0000
--
06/13/2017
SCALE:FRONT ELEVATION1/4" = 1'-0"-
ROOF SHINGLES, PER SPEC
FYPON #LV12X24 OR APPROVED EQUAL\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 SPEC4" CORNER BOARD, PER SPECHORIZONTAL SIDING, PER SPEC
BRICK SOLDIER COURSE, PER SPEC18"x60" PANEL SHUTTERS, PER SPEC
BRICK SOLDIER COURSE, PER SPEC
1x3 OVER 8" RAKE BOARD, PER SPEC
4" FRIEZE, PER SPEC
STONE SILL, PER SPEC
STONE VENEER, PER SPEC
1214
2030 FX
8:12
\A1;2'-6"
8:12 12:12
8:12
12:12 12:12 12:12
8:12
3:122650 FX
\A1;3'-1"\A1;3'-1"
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;PLATE HEIGHT
\A1;1'-0"
\A1;7'-8{\H0.750000x;\S3#8;}"\A1;7'-4{\H0.750000x;\S3#4;}"
\A1;4'-0"\A1;4'-0"
4" FRIEZE, PER SPEC
1214
1214 1214
12141214
1214
1214
1214
BLACKOUT WINDOW
4" TRIM BOARD, PER SPEC
6" TRIM BOARD, PER SPECFYPON BRACKET #DTLB6X6X5\POR APPROVED EQUAL 6" TRIM BOARD, PER SPEC
\A1;3'-6"\A1;MIN.
LINE OF ROOF w/ BONUS ROOM OPT.
TOP OF FOOTING
STONE SILL, PER SPEC
SCALE:ROOF PLAN1/8" = 1'-0"-
OPT. GUTTER AND DOWNSPOUTS
\pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"2986ROOF AREA:SQ. FT.
\pxi-4,l4,ql,t3;OPT. POT VENTS"B"28ROOF AREA:SQ. FT.
14:12
14:12
14:12
\pxi-4,l4,ql,t3;POT VENT \A1;13'-0"
\A1;5'-8{\H0.750000x;\S1#2;}"\A1;2'-7"
\A1;7'-5"
\A1;1'-3"\A1;2'-7"
\A1;6'-10{\H0.750000x;\S1#4;}"
\A1;32'-8"
\A1;3'-6"\A1;2'-4{\H0.750000x;\S241#256;}"
\A1;3'-6"\A1;3'-6"
14:1214:12
14:12 14:1214:12
14:12
14:12
14:12
14:1214:1214:1214:12
8:12
8:12
8:12 8:12
8:12
8:12
14:128:12
\A1;12'-0"
\A1;10'-0"
\A1;5'-0"
8:12
8:12 3:12
3:12
SCALE:LEFT ELEVATION1/8" = 1'-0"-
TOP OF PLATE
ROOF SHINGLES, PER SPEC
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;}"
8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPEC4" TRIM BOARD (TYP.), PER SPECHORIZONTAL SIDING, PER SPECOPT. MASONRY WRAP, PER SPEC STONE VENEER, PER SPECBRICK SOLDIER COURSE, PER SPEC
4" FRIEZE, PER SPEC10" FRIEZE, PER SPEC
\A1;2'-6"
\A1;15'-6{\H0.750000x;\S1#4;}"
TOP OF PLATE1x3 OVER 8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC
128 128128128
128 128
\A1;3'-6"\A1;MIN.
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 SPECSTONE VENEER, PER SPEC
BLACKOUT WINDOW
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC4" TRIM BOARD (TYP.), PER SPEC
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
\A1;2'-6"
\A1;7'-1{\H0.750000x;\S1#8;}"\A1;HEAD HT.
123
128 128 128
1214
128
2030 FX 2030 FX
1x3 OVER 6" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC
10" FRIEZE, PER SPEC4" TRIM BOARD, PER SPEC
\A1;15'-6{\H0.750000x;\S1#8;}"
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
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPEC HARDIE PANEL (SMOOTH), PER SPEC6" TRIM BOARD (TYP.), PER SPEC
SCALE:REAR ELEVATION1/8" = 1'-0"-
\A1;15'-6{\H0.750000x;\S1#8;}"\A1;PLATE HT.
1214 1214
1214
8" TRIM BOARD, PER SPEC
4" TRIM BOARD, PER SPEC
6" TRIM BOARD (TYP.), 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 2986 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 3.98 4.98 4.66 46.89 11 0
AT EAVE 5.97 4.98 5.28 53.11 0 76.00
TOTAL (MIN)9.95 9.95 9.94 100.00
3
HIGH -
RIDGE VENT 3.98 4.98 5.00 50.00 0 0 40.00
AT EAVE 5.97 4.98 5.00 50.00 0 72.00
TOTAL (MIN)9.95 9.95 10.00 100.00 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 "A"SQ FTG 28 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 0.04 0.05 0.28 80.00 0 1
AT EAVE 0.06 0.05 0.07 20.00 0 1.00
TOTAL (MIN)0.09 0.09 0.35 100.00
3
HIGH -
RIDGE VENT 0.04 0.05 0.13 64.29 0 0 1.00
AT EAVE 0.06 0.05 0.07 35.71 0 1.00
TOTAL (MIN)0.09 0.09 0.19 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
07/12/18
Mike Sheeks