HomeMy WebLinkAboutA000.4(c) Copyright 2015 PulteGroup, Inc.1900 Golf Road - Suite 300Schaumburg, Illinois 60173Midwest Zone Office11/14/2014Rick Starkey
Single Family
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Woodside
101/26/2015.203/12/2015.312/15/2015PLAN REVISIONS403/11/2016PCR REVISIONS511/14/2016PLAN REVISIONS612/01/2017PCR REVISIONS...
PRODUCT MANAGERINITIAL RELEASEDATE:REV#DATE/DESCRIPTION
GARAGE HANDING
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER2312.300.00.CPM
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTSPLOTTED: December 11, 2017 / Tiffany Perreault / A3-HR3Q 3SB.1.DWG A3-HR3Q
3SB.1Heartland 3Q3 Car Side EntryFront, Side and Rear Elevations, Roof Plan and Ventilation ScheduleSCALE:LEFT ELEVATION1/8" = 1'-0"-SCALE:RIGHT ELEVATION1/8" = 1'-0"-SCALE:REAR ELEVATION1/8" = 1'-0"-
SCALE:FRONT ELEVATION1/4" = 1'-0"-SCALE:ROOF PLAN1/8" = 1'-0"-
1210 1210
1210
12101210
12101210
CL-07AD 2.3
\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;7'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.
\A1;8'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.\A1;8'-1{\H0.750000x;\S1#8;}"\A1;AT GARAGE\A1;7'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. AT GARAGE
\A1;2'-2{\H0.750000x;\S7#8;}"
ROOF SHINGLES, PER SPEC.6" FASCIA BOARD, PER SPEC.
TOP OF PLATE
6" RAKE BOARD, PER SPEC.FRIEZE, PER SPEC.
HORIZONTAL SIDING, PER SPEC.
FRIEZE, PER SPEC.
TOP OF FLOORTOP OF PLATE
TOP OF FOUNDATIONTOP OF FLOOR
STONE VENEER, PER SPEC.STONE HEADER, PER SPEC.
SHAKE SIDING, PER SPEC.
14" SHUTTERS, PER SPEC.
STONE HEADER, PER SPEC.
ROWLOCK SILL, PER SPEC.
4" TRIM, PER SPEC.
FYPON #BKT14x14, OR APPROVED EQUAL
8" TRIM, PER SPEC.
BRICK VENEER, PER SPEC.
FYPON #LV12x24 OR APPROVED EQUAL WITH \P4" TRIM SURROUND
STONE VENEER, PER SPEC.STONE SILL, PER SPEC.
ROWLOCK SILL, PER SPEC.
\A1;3'-6"
\A1;3'-0"
\A1;3'-6"
OPT.OPT.OPT.
\A1;HDR. HGT. AT GARAGE
128
128
\A1;2'-2{\H0.750000x;\S7#8;}"123.5
6" TRIM, PER SPEC8" TRIM, PER SPECOPT. MASONRY WAINSCOT
OPT. MASONRY FIRST FLOOR \A1;7'-6{\H0.750000x;\S5#8;}"\A1;HDR. HGT. @\PBATH 2OPT.\A1;7'-6{\H0.750000x;\S5#8;}"\A1;HDR. HGT. @\PBATH 2
OPT.OPT.
OPT.
\A1;9'-1{\H0.750000x;\S1#8;}"
\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;8'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.
\A1;7'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.
128
124
127
123.5
TOP OF FOUNDATION
TOP OF PLATE
TOP OF PLATE
ROOF SHINGLES, PER SPEC.
6" FASCIA BOARD, PER SPEC.
6" CORNER BOARD, \PPER SPEC.
HORIZONTAL SIDING, PER SPEC.OPT. MASONRY WAINSCOT
OPT. MASONRY FIRST FLOOR
\A1;HDR. HGT. @\PBATH 2
\A1;14'-5{\H0.750000x;\S1#8;}"\PAT GATHERING\A1;9'-1{\H0.750000x;\S1#8;}"\A1;8'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;7'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.
TOP OF FOUNDATIONTOP OF FLOOR
TOP OF PLATETOP OF FLOOR
TOP OF PLATE
MASONRY WAINSCOT
HORIZONTAL SIDING, PER SPEC
MASONRY FIRST FLOOR
OPT. DECK, PER SPEC
1210
126126
1210
\A1;1'-0"\PTYP.
\A1;1'-0"\PTYP.
\A1;1'-0"\PTYP.
"B"561ROOF AREA:SQ. FT.
\A1;7'-0"
\A1;1'-0"\PTYP.
10:12 10:12
\A1;1'-0"\PTYP.
\A1;1'-0"\PTYP.
\A1;1'-0"\PTYP.
8:12
8:12
3.5:12
3.5:12
10:12
10:12
7:12
PROVIDE ADEQUATE OPENING FOR AIR MOVEMENT BETWEEN ATTIC SPACES TO SUPPORT REQUIRED VENTILATION
\A1;16'-0"
\A1;8'-0"
OPT. POT VENTS
"A"1909ROOF AREA:SQ. FT.
MIN. 108 SQ. IN. OF VENTILATION REQUIRED AT EAVE FOR ROOF
10:12
10:12
6:126:12
OPT. POT VENTS
\A1;HDR. HGT. TYP.
\A1;9'-1{\H0.750000x;\S1#8;}"\A1;8'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.
\A1;8'-1{\H0.750000x;\S1#8;}"\A1;7'-2{\H0.750000x;\S7#8;}"\A1;HDR. HGT. TYP.
TOP OF FOUNDATIONTOP OF FLOOR
TOP OF PLATETOP OF FLOOR
TOP OF PLATE
SCALE:
SIDE AND REAR WINDOW TRIM
PER COMMUNITY SPECS1/4" = 1'-0"-
VINYL DIMENSIONAL TRIM
Heartland 3Q
ATTIC VENT SCHEDULE
ROOF AREA "A"SQ FTG 1909 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
POT VENTS ONLY 2.55 3.18 2.97 46.06 7 0
AT EAVE 3.82 3.18 3.47 53.94 0 50.00
TOTAL (MIN)6.36 6.36 6.44 100.00
RIDGE
VENT 2.55 3.18 3.00 46.35 0 0 24.00
AT EAVE 3.82 3.18 3.47 53.65 0 50.00
TOTAL (MIN)6.36 6.36 6.47 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE{\Fromans|c0;VENTILATION REQUIRED AND SUPPLIED IS BASED ON POT VENT VALUES AND RIDGE VENT VALUES SHOWN IN TABLE ABOVE\P** CONTRACTORS INSTALLING VENTILATION ARE RESPONSIBLE FOR VERIFYING THAT VENTS USED WILL SUPPY VENTILATION TO MEET CODE REQUIREMENTS\P* 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 561 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
POT VENTS ONLY 0.75 0.94 0.85 44.85 2 0
AT EAVE 1.12 0.94 1.04 55.15 0 15.00
TOTAL (MIN)1.87 1.87 1.89 100.00
RIDGE
VENT 0.75 0.94 0.88 45.65 0 0 7.00
AT EAVE 1.12 0.94 1.04 54.35 0 15.00
TOTAL (MIN)1.87 1.87 1.92 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
09/09/19
William Hohlt