HomeMy WebLinkAboutA000.1PLOTTED: February 14, 2020 / Prem Kumar / 2975-IN-NAPLES-ET01.DWG
A3-ET01
1FB.3English Tudor2 Car Side EntryFront, Side and Rear Elevations, Roof Plan and Ventilation Schedule1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZonePLAN 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
Suzette Schuette3/30/2015
GARAGE LEFT
2975-Naples
1815.0000
LOT 25
02/13/2020
SCALE:FRONT ELEVATION1/4" = 1'-0"-
ROOF SHINGLES, PER SPEC
\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
STONE SOLDIER COURSE, PER SPEC
18"x60" SHUTTERS, PER SPEC
1x3 OVER 8" RAKE BOARD, PER SPEC
4" FRIEZE, PER SPEC
STONE SILL, PER SPEC
STONE VENEER, PER SPEC
1214
1214
1214 12141214
1214
1214
1214
FYPON BRACKET #DTLB4X6X5\POR APPROVED EQUAL
\A1;3'-6"\A1;MIN.
8:12
8:12
3:12
2650 FX
\A1;3'-1"\A1;3'-1"
\A1;4'-7{\H0.750000x;\S1#4;}"
\A1;5'-5"
\A1;3'-0"
\A1;4'-7{\H0.750000x;\S1#4;}"\A1;4'-7{\H0.750000x;\S1#4;}"
4:12
\A1;8'-7{\H0.750000x;\S7#8;}"\A1;PLATE HEIGHT
FYPON #TRLVL60X30\POR APPROVED EQUAL
4" BATTENS @ 26" O.C. O/ HARDIE PANEL (SMOOTH), PER SPEC
+12"+6"+0"
6" FRIEZE, PER SPEC
10" TRIM BOARD, PER SPEC (CUT TO SIZE)
8" COLUMNS w/ SITE BUILT 4X4 BRACKETS
1x2 O/ 12" FRIEZE, PER SPEC
8" FRIEZE, PER SPEC
4" FRIEZE, PER SPEC
4" TRIM BOARD, PER SPEC
TOP OF FOOTING
1214
SCALE:ROOF PLAN1/8" = 1'-0"-
\pxql;PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION, TYP.
"A"2986ROOF AREA:SQ. FT.
"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;32'-8"14:1214:12
14:1214:1214:12
14:12
14:12
14:1214:12
8:12
8:12
8:12
14:128:12
\A1;12'-0"
8:12
8:12
3:12
\A1;4'-0"
\A1;5'-0"
8:12
14:128:12
3:12
\A1;16'-9"
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 SPEC
4" TRIM BOARD (TYP.), PER SPECHORIZONTAL SIDING, PER SPECMASONRY WRAP, PER SPEC STONE VENEER, PER SPEC4" FRIEZE, PER SPEC
10" FRIEZE, PER SPEC\A1;15'-6{\H0.750000x;\S1#4;}"
TOP OF PLATE
1x3 OVER 8" RAKE BOARD, PER SPEC
4" FRIEZE, PER SPEC
128128128
128 128
\A1;3'-6"\A1;MIN.\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;}"\A1;3'-6"\A1;MIN.
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPEC2" FRIEZE, PER SPEC
STONE SOLDIER COURSE, PER SPEC
STONE VENEER, PER SPEC
BLACKOUT WINDOW
MASONRY WRAP, PER SPEC
4" CORNER BOARD, PER SPEC4" TRIM BOARD (TYP.), PER SPEC
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
123
128 128 128
12142030 FX2030 FX
1x3 OVER 6" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC10" FRIEZE, PER SPEC
4" TRIM BOARD, PER SPEC
\A1;15'-6{\H0.750000x;\S1#8;}"
\A1;3'-6"
\A1;7'-1{\H0.750000x;\S1#8;}"\A1;HEAD HT.\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;}"
1214
MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
ROOF SHINGLES, PER SPEC
8" FASCIA, PER SPECHARDIE PANEL (SMOOTH), PER SPEC6" TRIM BOARD (TYP.), PER SPEC
SCALE:REAR ELEVATION1/8" = 1'-0"-
1214 1214
1214
8" TRIM BOARD, PER SPEC
4" TRIM BOARD, PER SPEC\A1;15'-6{\H0.750000x;\S1#8;}"\A1;PLATE HT.
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 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 - POT
VENTS 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
ROOF AREA "B"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 - POT
VENTS 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
03/17/20
Mike Sheeks