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Elevation notes:
All materials, components, and assemblies noted on the
Front Elevation are typical, unless noted otherwise.
Pella clad "Proline Series" window sizes are shown for general
design purposes. Other suppliers shall submit a product of
similar size, specification, and code compliance.
All roof slopes are 7/12.
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RIGHT ELEVATION
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FRONT ELEVATION_
1/1" = 1'-0"
2nd
Porch F.F: —�—
Porch Fp__ — — —
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Elevation Key:
1.
Shingles
2.
Continuous ridge vent
3•
Aluminium Gutter
4.
Frieze Tran, (see S-1, A-5)
5.
Hardboard lap siding
6.
Decorative Wrought Iron Rail
per Builder Specs,
7•
1x6 Wood Trim Surround
w/4" Crown w/flashing
8.
12"x12" Wood Box Column
9.
5/4"x6" Rake Board
10.
5/4"x12" Frieze Brd. w/3.25"
Crown mould
11.
1"x12" Wood Trim w/i" mould
12.
18" base, half—round wood
vent w/1x6 wood trim
surround w/key
13.
5/4"x6" Wood Corner Board
14.
5/4" x 8" Wood Corner Board
15.
1" x 6" Wood Trim
16,
Screened Porch
17.
8" Finished cone. slab face
exp. aggregate
18,
Outline of Window Well and
Window below grade
19.
2"x6" P.T. Band board
20,
Wood Steps as req'd. to grade
21.
Raincap by fireplace supplier
22.
Wood Deck
23.
4" Cone. Sidewalk
24,
Handrail per builder specs.
25.
2"x2' Embedded fur strips below slab
26.
Outline of garage wall & steps
27.
1"x 2" Wood trim
28.
Lattice
0
RIGHT ELEVATION
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1/9" = V -O"
Elevation notes:
All materials, components, and assemblies noted on the
Front Elevation are typical, unless noted otherwise.
Pella clad "Proline Series" window sizes are shown for general
design purposes. Other suppliers shall submit a product of
si mlar size, specification, and code compliance.
All roof slopes are 7/12.
-------------------------------------
7
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-
Elevation Key:
1.
Shingles
2.
Continuous ridge vent
3.
Aluminium Gutter
4.
Frieze Trim, (see S-1, A-5)
5.
Hardboard lap siding
6.
Decorative Wrought Iron Rail
per Builder Specs.
7•
1x6 Wood Trim Surround
w/4" Crown w/flashing
8.
12"x12" Wood Box Column
9.
5/4"x6" Rake Board
10.
5/4"x12" Frieze Brd. w/3.25"
Crown mould
11.
1"x12" Wood Trim w/1" mould
12.
18" base, half—round wood
vent w/1x6 wood trim
surround w/key
13.
5/4"x6" Wood Corner Board
14.
5/4" x 8" Wood Corner Board
15.
1" x 6" Wood Trim
16.
Screened Porch
17.
8" Finished cone. slab face
exp. aggregate
18.
Outline of Window Well and
Window below grade
19.
2"x6" P.T. Band board
20.
Wood Steps as req'd. to grade
21.
Raincap by fireplace supplier
22.
Wood Deck
23.
4" Cone. Sidewalk
24.
Handrail per builder specs.
25.
2"x2" Embedded fur strips below slab
26.
Outline of garage wall & steps
27.
1"x 2" Wood trim
28.
Lattice
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43'-4"
Basement Floor Flan
0' 1' 20 4' Unflnshed Basement $4201
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OUTFACE OF STUD WALL WALL 9 KITCHEN BELOW
GARAGE BELOW
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44'-4"
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Project Notes
General
1. All Contractors are to verify all dimensions, per their work.
2. All Contractors are to clean up the jobsite, per their work.
3. All Contractors are to verify all applicable codes or ordinances,
per their work.
4. Notify Architect of any conflicts, per these notes.
5. Architect shall approve any shop drawings required of this project.
6. All site planning, interior design, and kichen-bath details are by
the appropiate Subcontractor.
7. All mechanical, electrical, and plumbing (MEP) design and
details are by appropiate Subcontractors.
8. All materials, components, and assemblies shown in scale on
these documents are illustrated for design purposes only,
and may not be the actual size or model number used for
construction.
Site
1. All fill brought to the site shall achieve 95% compaction.
2. Final grade shall be determined by individual site conditions.
3. Slope grade away from building perimeter.
4. Coordinate top of masonry and concrete foundation walls
with final grade. See "Wall Section".
Framing
1. All framing to conform with practices, installation requirements,
and procedures of the suppliers, and manufacturers.
2. Floor and roof trusses, laminated beams, wood columns, joists,
rafters, and connectors shall to be sized and certified by the
manufacturer.
3. Steel beams, columns, connectors, and assemblies shall be
sized and certified by the manufacturer/fabricator.
4. Floor and roof loads to be calculated per local codes and
conditions. Review all construction documents and specifications
to determine dead loads of materials, components, and
assemblies used on this project.
PRINT GRAPHICS N132351
Wall Key
8" conc. block wall
12" conc. block wall
8"x 8" c.m.u. lintel
8"x 16" cone. block pier
,footing / wall - step w/ grade
----- truss joist - typical span
--- 2"x joist -typical span
_...._ perimeter footing drains
lam beam w/ steel post
:W:: lam beam w/ solid wood bearing
steel beam w/ steel post
poured concrete wall, specifications by
- -- -- - installer
2"x 4" stud wall
2"x 6" stud wall
. sound insulation
exterior wall w/ masonry veneer
All solid bearing shall be continuous from applied
load to footing. No interruption by horizontal components,
unless approved by Architect.
Rw. �L�4 .
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Stair Section
"R" Value Tabulation
1. Outside air film. R-.17
2. Brick/Stone. R-39
3.1/2" air space. R-.97
4.1/2" exterior sheathing. R-4.0
5.31/12" batt insulation. R-13
6.112" drywall, vapor barrier. R-.40
7. Inside air film. R-.68
8. Wood siding. R-.79
9. E.F.I.S. veneer. R 5.0
Total "R" Value(=11 rick/stone)
. 1(siding)
= 23.25(EFIS)
Note: Not all materials may be used
on this project.
Wall Section Key
1. Shingles over 30# felt
2.7/16" OSB roof deck
3.2"x 8" rafter @ 16" o.c. 7/12 slope
4. Alum. gutter
5.1"x 12" w/ 5.25" crown over 1"x 12"
w/ %" moulding.
6.2"x 6" band brd. w/ 5/4"x 6"
gutter board.
7.1/4" cedar soffit w/ 2" cont, vent
8. 11 -12" drywall w/ V.B. R-.40
9.2"x4" wind bracing
10.2"x 4" soffit framing
11.2"x 4" studs @ 16" o.c.
12.1/2" plywood/insulation, Tyvek
sheathing. R-4.0
13.117/8" wood truss joist @ 16" o.c.
Refer to manuf, specs. for installation
14.3/4" plywood t/g floor deck
15.2"x 6" pres. trtd. sill plate w/
1/2" anchor bolts @ 16" o.c.
16. Hardboard lap siding. R-.79
17.10" poured cone. wall, specs. by
installer.( refer to code for 8" wall)
18.4" cone. slab over compacted gravel
fill, and V.B.
19.4" pvc. perf. perimeter drain in
gravel backfill.
20.8"x 20" cont. cont. footing. Step ftg.,
and wall, as req'd., for frost protection.
21. Moistureproofiag system
22. IkQ batt insulation
2�i 38 ,blown insulation
2 . 2'*t'6" kneewall
25.2" rigid insulation. R-10
26.1" x 6" belt trim over 21'x 6" bandboard
27.2"x 6" ceil'g. rafter
'Nall Section
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