HomeMy WebLinkAboutA003.0STEEL BEAM
STEEL BEAM SS
SCALE:BASEMENT FOUNDATION1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION, (TYP.)5" STRUCTURAL SLAB W/ #5 BARS @ 18" O.C. E.W. @ MID-DEPTH. PROVIDE LEDGE PER SPEC FOR SLAB ON ALL (4) SIDES OR DOWEL REBAR INTO FDN. WALL
SLOPE
4" MIN. CONC. SLAB W/ FIBER MESH OVER 4" CRUSHED STONE (FREE FROM VEGETATION, DECAY AND DEBRIS) ON 95% COMPACTED FILL OR VIRGIN SOIL.
{\LNOTE:}\PPROVIDE PUMBING CLEAN\POUT IN TWO LOCATIONS\PSEE PROJECT MANAGER
\pxql;WATER V.I.F.
\pxql;WATER METER FIELD \PVERIFY LOCATION W/ \PPROJECT MGR.
\pxql;SEWER V.I.F.
\pxql;POURED CONC WALL OVER \PCONT. SPREAD FTG. PER SPEC.
BASEMENT4" MIN. CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRAVEL FILL ON 95% COMPACTED FILL OR VIRGIN SOIL (3000 PSF MIN.) FREE FROM DEBRIS, VEGETATION AND DECAY
PERIMETER DRAIN TILE PER SPEC., (TYP.)
ALT. SUMP LOCATION
HOSE BIB FIELD \PVERIFY LOCATION
SUMP PUMP \PDEDICATED 110V
PROVIDE BRICK LEDGE, PER SPEC
GAS SUPPLYPOWER VENT W.H.FD
LEAD WALL PAST OVERDIG, FIELD VERIFY LOCATION, (TYP.)
CONCRETE SLAB
CONCRETE SLAB
\A1;53'-0" - OVERALL\A1;3'-8{\H0.75x;\S1#2;}"\A1;13'-3"\A1;10'-8"
\A1;53'-7" OVERALL AT OPT. MASONRY WRAP \A1;25'-4{\H0.750000x;\S1#2;}"
\A1;29'-0"
\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL
\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;54'-3{\H0.750000x;\S1#2;}" TO CORNER
\A1;2'-0"
\A1;83'-3{\H0.75x;\S1#2;}" - OVERALL
\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP
\A1;27'-7{\H0.75x;\S1#2;}"
\A1;1'-0"
\A1;9'-3{\H0.750000x;\S1#2;}"
\A1;10'-0"\A1;3'-1"\A1;12'-3{\H0.750000x;\S1#2;}"\A1;27'-7{\H0.75x;\S1#2;}"
\A1;28'-3{\H0.750000x;\S1#2;}"
\A1;1'-4"\A1;2'-8"\A1;10'-0"
\A1;1'-5"
\A1;7'-10{\H0.750000x;\S1#2;}"
\A1;11'-9"
\A1;5'-9{\H0.750000x;\S1#2;}"\A1;2'-9{\H0.750000x;\S1#2;}"
\A1;3'-0"
\A1;25'-0"
\A1;3'-6"\A1;6'-0"\A1;19'-7{\H0.750000x;\S1#2;}"
\A1;9'-8"
\A1;2'-6"\A1;1'-6"
\A1;27'-7{\H0.75x;\S1#2;}"
\A1;5'-0{\H0.75x;\S1#2;}"
\A1;29'-3{\H0.750000x;\S1#2;}"
\A1;1'-4"\A1;1'-8"
\A1;1'-7{\H0.750000x;\S3#4;}"\A1;9'-3{\H0.750000x;\S1#2;}"\A1;1'-4{\H0.750000x;\S1#4;}"
VERIFY GARAGE DOOR DIM \PWITH ELEV's
VERIFY GARAGE DOOR DIM \PWITH ELEV's
\A1;2'-8"
\A1;8'-3"
\A1;1'-9"
\A1;8'-3"
\A1;4'-1"
PLOTTED: July 18, 2017 / Mark Muurisepp / 3007-IN-TURIN-ET01.DWG
A3-ET01
3FB.1English Tudor2 Car Side Entry w/ StorageFoundation PlanIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032102/05/2016PLAN REVISIONS207/18/2017BUMPOUT REV......................
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
3007-Turin
TBD
--
06/01/2017
05/20/19
William Hohlt
SCALE:1ST FLOOR PLAN1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
TP9'-0" CLG. \PHARD
2/8
1R/1S
1R/1S
3/0
22"X30" ATTIC ACCESS WIC9'-0" CLG. \PHARD
2 CAR GARAGE
PORCH
DN 3R
2/8
9'-0" CLG. \PHARD PR.
LNDY
TR
OPT. D.
OPT. W.9'-0" CLG. \PHARD
NOTE: \P7 3/4" MAX. RISE FROM \PTOP OF THRESHOLD TO \PFIRST TREAD OR LANDING
GREY BOX 3060 SH2/8OPT. BENCH, SEE DTL SHT.
EVERYDAY
ENTRY OFFICE12'-0" VAULTED CLG. \PCARPET
2060 SH\A1;GARAGE DOOR PER CODE 1{\H0.7x;\S3/8;}" THICK SOLID CORE\P20 MIN. FIRE RATED
3040 SH
3060 SH2060 SH
OPT. WALL CABINET
OPT. L.T.
DBL 2X4 WALL FOR PLUMBING.LINE OF CEILING BREAKLINE OF CEILING BREAK \A1;OPT. MASONRY WRAP, PER SPEC
PRE-BATT. & \PTHERMOPLY
\A1;53'-0" - OVERALL\A1;12'-8"\A1;4'-0"\A1;10'-8"\A1;25'-8"\A1;10'-0"\A1;3'-8"\A1;12'-0"
\A1;27'-4"
\A1;4{\H0.750000x;\S1#2;}" TYP.
\A1;83'-0" - OVERALL
\A1;29'-4"
\A1;9'-8"\A1;2'-2"
R
SS3
S3
\A1;29'-0"
\A1;3'-4"\A1;2'-10"\A1;3'-5{\H0.750000x;\S1#2;}"\A1;3'-2"
\A1;83'-0" - OVERALL
\A1;13'-4"\A1;15'-4"
\A1;2'-9{\H0.750000x;\S1#2;}"\A1;5'-9{\H0.750000x;\S1#2;}"
\A1;1'-11{\H0.750000x;\S1#2;}"\A1;2'-6"
\A1;1'-0"\A1;2'-6"
\A1;5'-9{\H0.750000x;\S1#2;}"\A1;9'-6"
\A1;1'-0"
\A1;25'-0"
\A1;3'-0"
\A1;4'-0"\A1;5'-0{\H0.75x;\S1#2;}"
\A1;27'-4"
\A1;2'-0"
\A1;27'-4"\A1;6'-4"\A1;6'-4"\A1;5'-6"\A1;5'-2"
8'-0" X 7'-0" O.H.G.D.
8'-0" X 7'-0" O.H.G.D.
\A1;4'-6"
\A1;8'-0"
\A1;2'-0"
\A1;8'-0"
\A1;2'-6"
SGFI
GDO
GDO
\A1;2'-0"\A1;6'-4"\A1;1'-8"\A1;3'-8"\A1;1'-10{\H0.750000x;\S1#4;}"\A1;2'-6"\A1;2'-6"\A1;1'-10{\H0.750000x;\S1#4;}"
\A1;1'-4"\A1;1'-8"\A1;8"\A1;8"\A1;3'-8"\A1;8"\A1;8"
\A1;1'-7{\H0.750000x;\S3#4;}"\A1;8'-8{\H0.750000x;\S1#2;}"\A1;1'-7{\H0.750000x;\S3#4;}"3060 SH 3060 SH
\A1;29'-3{\H0.750000x;\S1#2;}"\A1;28'-3{\H0.750000x;\S1#2;}"
\pxql;CHASE BELOW
LINE OF WALL BELOW
LINE OF WALL BELOWOPEN TO
PORCH
BELOW
SCALE:2ND FLOOR PLAN1/4" = 1'-0"SEE BASE PLANS FOR INFORMATION NOT SHOWN
\A1;53'-0" - OVERALL \A1;15'-8"\A1;27'-4"\A1;10'-0"
PLOTTED: July 18, 2017 / Mark Muurisepp / 3007-IN-TURIN-ET01.DWG
A3-ET01
3FB.2English Tudor2 Car Side Entry w/ StorageFirst and Second Floor PlansIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032102/05/2016PLAN REVISIONS207/18/2017BUMPOUT REV......................
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
3007-Turin
TBD
--
06/01/2017
05/20/19
William Hohlt
SCALE:FRONT ELEVATION1/4" = 1'-0"-
\A1;3'-6"\A1;MIN.
\A1;7'-2{\H0.75x;\S1#2;}"\A1;8'-1{\H0.75x;\S1#8;}"
\A1;8'-1{\H0.75x;\S1#8;}"\A1;9'-1{\H0.75x;\S1#8;}"
\A1;7'-11{\H0.75x;\S1#2;}"
\A1;11'-1{\H0.750000x;\S1#8;}"\PPLATE HT.
7:12
7:12
\A1;9'-0"\PPLATE HT.
8:12
\A1;11'-1{\H0.750000x;\S1#8;}"\PPLATE HT.
\A1;2'-5{\H0.750000x;\S1#2;}"
7:12
2030\PFX
\A1;8'-1{\H0.750000x;\S1#8;}"
\A1;2'-0"
\A1;3'-6"
\A1;3'-6"
\A1;3'-6"
\A1;3'-1"\A1;3'-1"
\A1;3'-6"7:12
14:12
ROOF SHINGLES, PER SPECFYPON #LV12X24 OR APPROVED EQUALTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
8" FASCIA, PER SPEC
SOLDIER COURSE, PER SPEC
STONE SILL, PER SPECSTONE VENEER, PER SPEC
BRICK VENEER, PER SPEC
1214
1214 12141x3 OVER 8" RAKE BOARD, PER SPEC4" FRIEZE, PER SPEC
BRICK VENEER, PER SPECSTONE SILL, PER SPECSTONE VENEER, PER SPEC
8" TRIM BOARD, PER SPEC
12144" TRIM BOARD (TYP.), PER SPEC 121412141214
1214
1214
1214
TOP OF FOOTING
4" BATTENS @ 24" O.C. OVER HARDIE PANEL (SMOOTH), PER SPEC
4" BATTENS @ 24" O.C. OVER HARDIE PANEL (SMOOTH), PER SPEC
8" FRIEZE, PER SPEC
\A1;3'-1"
7:12
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"3226ROOF AREA:SQ. FT.
\pxi-4,l4,ql,t3;OPT. POT VENTS
"B"59ROOF AREA:SQ. FT.
14:12
7:12
14:1214:12
7:12
7:12
7:1214:12
14:12
14:1214:12
14:1214:12
7:12
14:12
14:1214:12
14:12
7:12
\A1;22'-0{\H0.750000x;\S3#4;}"
\pxi-4,l4,ql,t3;POT VENT
14:12\A1;20'-0"7:12
7:12
8:12
14:1214:12
14:12
14:1214:12
14:12
\A1;6'-0{\H0.750000x;\S1#2;}"
\A1;2'-11"
\A1;7'-1"
\A1;2'-11"
14:1214:12
\A1;12'-0"
\A1;24'-0"
\A1;6'-0"
\A1;8'-0"
SCALE:LEFT ELEVATION1/8" = 1'-0"-
\A1;2'-6"
\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.
TOP OF PLATEROOF SHINGLES, PER SPECWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
8" FASCIA, PER SPEC10" FRIEZE, PER SPEC
4" CORNER BOARD, PER SPEC4" TRIM BOARD (TYP.), PER SPECHORIZONTAL SIDING, PER SPECOPT. MASONRY WRAP, PER SPEC
127127
127
STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPECBRICK SOLDIER COURSE, PER SPEC
4" FRIEZE, PER SPEC
127
\A1;3'-1"
\A1;2'-6"
2030 \PFX 2030 \PFX
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 SPEC
STONE VENEER, PER SPECSTONE SILL, PER SPECBRICK VENEER, PER SPEC OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
8" RAKE BOARD, PER SPEC
4" FRIEZE, PER SPEC4" TRIM BOARD (TYP.), PER SPEC127127
SCALE:RIGHT ELEVATION1/8" = 1'-0"-
127
\A1;3'-1"
\A1;12'-6{\H0.750000x;\S1#4;}"\PPLATE HT.\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;}"
SCALE:REAR ELEVATION1/8" = 1'-0"-
TOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF PLATEWINDOW HEAD HGT.
TOP OF FLOORTOP OF FOUNDATION
TOP OF FOOTING
1214 1214
1214 1214
OPT. MASONRY WRAP, PER SPEC4" CORNER BOARD, PER SPEC
ROOF SHINGLES, PER SPEC8" FASCIA, PER SPEC
1x3 OVER 8" RAKE BOARD, PER SPEC8" FRIEZE, PER SPEC
SMOOTH PANEL, PER SPEC6" TRIM BOARD (TYP.), PER SPEC 1214
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 3226 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 4.30 5.38 5.93 52.91 14 0
AT EAVE 6.45 5.38 5.28 47.09 0 76.00
TOTAL (MIN)10.75 10.75 11.21 100.00
3
HIGH -
RIDGE VENT 4.30 5.38 6.25 54.22 0 0 50.00
AT EAVE 6.45 5.38 5.28 45.78 0 76.00
TOTAL (MIN)10.75 10.75 11.53 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
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 59 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 0.08 0.10 0.28 80.00 0 1
AT EAVE 0.12 0.10 0.07 20.00 0 1.00
TOTAL (MIN)0.20 0.20 0.35 100.00
3
HIGH -
RIDGE VENT 0.08 0.10 0.13 64.29 0 0 1.00
AT EAVE 0.12 0.10 0.07 35.71 0 1.00
TOTAL (MIN)0.20 0.20 0.19 100.00 ADDITIONAL POT VENTS MAY BE REQUIRED IF THERE IS INSUFFICIENT RIDGE AVAILABLE
PLOTTED: July 18, 2017 / Mark Muurisepp / 3007-IN-TURIN-ET01.DWG
A3-ET01
3FB.3English Tudor2 Car Side Entry w/ StorageElevations and Roof PlanIndiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032102/05/2016PLAN REVISIONS207/18/2017BUMPOUT REV......................
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
3007-Turin
TBD
--
06/01/2017
2040 2040
05/20/19
William Hohlt