HomeMy WebLinkAboutElevationsDIMENSIONAL
FIBERGLASS SHINGLES
W/ 150 FELT OVER
I/2' EXT. SHEATHING
4' x 12' ALUM. 12 (') 2x4 BUILD-UP
SOFFIT VENTS SEE PLANS , OV DETERMINED BY
6 81-0' OC �\� ROOF PITCH
2x4 2x2!
V PREFIN15HED
ALUM. GUTTER
(SLOPE TO DRAIN) +
I/2' GYP, BOARD W/
IX8 FASCIA BOARD 24' O.H TEXTURED FINISH
BLOWN -IN INSULATION
HARDI-BOARD (R-38)
PERFORATED SOFFIT (2) 2x6 TOP PLATE
1/2' GYP. BOARD
IX6 FRIEZE BOARD (2) 2XI2 WINDOW HEADER
2X6 TRIM BOARD
BRICK SILL
1/2' EXT. HIGH 'R'
INSUL. SHEATHING
I' AIR SPACE
MASONRY BRICK
WEEP HOLES
IN BRICK
(AS CODE REQ'5)
1/2' EXT. HIGH 'R'
INSUL. SHEATHING
I' AIR SPACE
2A2 RIM JST.
2x4 TREATED PLATE
10' X 10' CONTINUOUS
CONC WALL
WATER PROOFING
PEA FILL
V DRAIN TILE -
HOOKED TO
SUMP PUMP
WINDOW
2x6 STUDS AT 16' O.C.
BATT. INSUL. (R-13)
4 MIL. VAPOR BARRIER
3/4' PLYWOOD FLR
DECKING
II 1/V TJI FLOOR J015T 6 IV O.C.NDOOR
IRTBOARD5
GERS
(2) 2x6 TOP PLATERTIAL BOARD
2x6 5TUD5 AT 16' O.C.CAPS
4 MIL. VAPOR BARRIER' TREAD
' NOSING
— _
HEADER 9 V -V A.FF.
BATT. IN5UL. (R-13) WOOD DOOR
1/2' GYP. BOARD 1/2' GYP, BOARD
3/4' PLYWOOD FLR I/2' DRYWALL��
DECKING
II 1& TJI FLOOR JOIST 9 IV O.C. IA2 POPLAR 5KIRTBOARD5 bN
2x12 WOOD 5TRINGER5
I I/8' PARTIAL BOARD
2x4 TOP PLATE ANCHOR TREAD CAPS
BOLT 0 4'-0'
�-10' TREAD
BATT. INSUL. (R-IU I' NOSING
1/2' GYP. BOARD
(2) 2x4 DOOR
HEADER 6 V-8' AFR
WOOD DOOR
2x4 STUDS a IV O.C. 1/2' GYP. BOARD
2x4 TREATED PLATE 4' CONC SLAB
4' CONC SLAB I 1— 1/2' DRYWALL
V DRAIN TILE
HOOKED TO SUMP PUMP
21' X 8' CONTINUOUS
FOOTING
WALL SECTION
SCALE: 1/4'=1'-O'
LEFT ELEVATION
SCALE: 3/1611=11.011
V-1 1/8' 2ND FLOOR PLATE HEIGHT
1'-11' WINDOW HEADER HEIGHT
SECOND FLOOR HEIGHT
II 1/8' TJI JOISTS
16-1 1/0' I5T FLOOR PLATE HEIGHT
V-II' WINDOW HEADER HEIGHT
0'-0' FIRST FLOOR HEIGHT
IV TJI J0151`5
TOP OF FOUNDATION WALL
6-0' WINDOW HEADER HEIGHT
- 11'-2 I/4' BASEMENT SLAB
REAR ELEVATION
ASPHALT
12 SHINGLES 6 12ASPHALT
6 6/12 SHINGLES 12 12
1X8 GUTTER BOARD 6/12 6 ASPHALT 6
IX6 FRIEZE BOARD SHINGLES
24' OVERHANG 6/12
PAST STUD WALL TYP.
ASPHALT
SHINGLES
APPROX. 5/12
SMOOTH
HARDI
BOARD
SMOOTH
HARD I
BOARD
FRONT ELEVATION
5GALE : 1/411 = 1 1 _ 011
SMOOTH
HARD I BOARD
PAINTED
TF = n = III Hill IIII I
III III
III Hill
III Hill
I IIIIII _= J� Hill
III
I I I IL III
I
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L--------------------------------
ASPHALT
SHINGLES
642
SMOOTH HARDI BOARD
71
SMOOTH HARDI BOARD
L7C
r
r
V-1 1/6' 2ND FLOOR PLATE HEIGHT
l'-II' WINDOW HEADER HEIGHT
SECOND FLOOR HEIGHT
II 1/0' TJI J015T5
10'-I 1/6' I5T FLOOR PLATE HEIGHT
V—II' WINDOW HEADER HEIGHT
0'-0' FIRST FLOOR HEIGHT
IV TJI JOISTS
TOP OF FOUNDATION WALL
V-0' WINDOW HEADER HEIGHT
12
I6
ASPHALT
SHINGLES
642
RIGHT ELEVATION
6CALE: 3/I6 II = 11 -0II
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ALL 2'-0' OVERHANGS
IRCOF PLAN
5CALE: 1/0
11 i 11-011
V-1 1/6' 2ND FLOOR PLATE HEIGHT
1'-11' WINDOW HEADER HEIGHT
SECOND FLOOR HEIGHT
II 1/S' TJI JOISTS
10'-1 1/8' IST FLOOR PLATE HEIGHT
V-11' WINDOW HEADER HEIGHT
0-0' FIRST FLOOR HEIGHT
IV TJI JOISTS
TOP OF FOUNDATION WALL
-------- 6112 / I
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GENERAL ELEVATION NOTES:
I. VERIFY ALL TYPES AND SIZES OF WINDOW
UNITS AND DOORS WITH BUILDER. NOTIFY
BUILDER OF ANY DISCREPANCIES.
2. VERIFY LOCATIONS, TYPES AND SIZES OF
VENTS AND EXTERIOR TRIM WITH BUILDER.
3. ALL ROOF, CHIMNEY AND WALL
INTERSECTIONS SHALL BE FLASHED WITH
ALUMINUM OR BETTER MATERIAL.
5QUARE FOOTAGE TABLE
FOUNDATION
TOTAL SQUARE FOOTAGE
2695
5F
FINISHED SQUARE FOOTAGE
2167
SF
MECHl5TORAGE SQUARE FOOTAGE
438
SF
CRAWL SPACE
0
SF
FIRST FLOOR
FINISHED SQUARE FOOTAGE
2780
5F
GARAGE SQUARE FOOTAGE
1418
5F
VERANDA SQUARE FOOTAGE
438
5F
FRONT PORCH SQUARE FOOTAGE
95
5F
SECOND FLOOR
FINISHED SQUARE FOOTAGE
2476
5F
UNFINISHED SQUARE FOOTAGE
0
SF
TOTAL FINISH SQ. FT.
7423
SF
TOTAL LIVABLE SQ. FT.
7951 SF
. ..
IT 15 THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY
THE PROPER AIR SPACE BETWEEN 4LL BRICK 4ND WOOD
WALLS WITH HOUSE WR,4P, TO PREVENT WATER INFILTRATION.
BUILDER/ OWNER SHOULD SEEK THE 45515T,4NCE OF 4
QUALIFIED ENGINEER FOR THE PROPER SIZING OF 4LL
5TRUCTUR,4L HE,4DER5, R,4FTER5, SUPPORT BEAMS,
L,4MIN,4TED BE,41-15, JOISTS, FOOTINGS, ETC. IT 15 THE
BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS
i DESIGN OF THESE DOCUMENTS FOR ,4CCUR,4CY.
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SHEET NO
A I
OF 4
DATE
3/3/23
DU1N NO