HomeMy WebLinkAbout04070203 Building PlansRight Side
Elevation kev
1. Shingles
2. Continuous roof vent
3. Aluminium gutter
4. 1"x 6" w/ 1"x 2" wood trim.
5. Canted brick sill
6. Brick veneer, weep *, 32" o.c.
7. Brick soldier course
8. Hardboard lap siding
9. Raincap by firepl. supplier
10. Railing assembly. See
Bldr's. specs.
11. Hardboard shake shingle siding
12. Wood arch
13. Faux vent. 1"x 2" over smooth cedar
panel painted fiat black.
14. Smooth cedar panel
1.5. Screen
16. Wood bracket
17.4"x 4", 4"x 6" angled bracket
18. 1"x 6" wood trim
19. 1"x 6" over 2"x 6" bandboard w/ drip
20.2"x 6" wood surround
21. Flower box
22. 1"x wood joint cover
23. Cricket
24. E.F.LS. veneer
25. Brick course, expressed '/2"
26. Cast or limestone canted sill
27. Cast or limestone coping
-All materials, components, and assemblies noted on the
Front Elevation are typical, unless noted otherwise.
-Pella clad "Architect" window sizes are shown for general
design purposes. Other suppliers shall submit a product
of similar side and specification.
-Roof slopes are 12/12 side to side, 8/12 front to back,
unless noted otherwise.
-Handrails at steps, and deck railings, per code.
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Rear
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Left Side
Front
Elevations
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181-01/211
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12'-21/ 2"
77-777
91-915/161,
Foundation/Lower Level Plan
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Second Floor Plan
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Project Notes
a
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.:111 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.
,. 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
sired 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 mi this project.
Wall Key
8 cone. block wall
C
12" cone. block wall
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» 8 x 8 c.m.u. lintel
8"x 16" cone, block pier
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footing / wall - step w/ grade
--- --
truss joist - typical span
-----
2"x joist -typical span
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perimeter footing drains
_ = =
lam beam w/ steel post
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lam beam w/ solid wood bearing
steel beam w/ steel post
poured concrete wall, specifications by
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installer
2"x 4" stud wall
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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.
I
V54' `Is? TO LOW, LIM)
~tY>R 8/4' Wb- 1415EN(l'k 702".°)
1'1�e TO I'�*c 10 "W11.Tl'tbA
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"R" Value Tabulation
1. outside air film. R-.1"
- 2. Brick/Stone. R-39
3. 1/2" air space. R-.97
4. 1/2" exterior sheathing. R-4.0
5.3 1/12" batt insulation. R-13
6. 1/2" drywall, vapor barrier. R-.40
7. lnaide air film. R-.68
8. Wood siding. W.
9. E.F.I.S. veneer. R- 5.11
Total "R" Value 19.61(brick/stone)
20.01(siding)
= 23.25(EF1S)
Note: Not all materials may be used
on this project.
Wall Section Key
1. Shingles over MW felt
2.7/16" OSB roof deck
3.2"x 8" rafter a' 16" o.c.(12/12 slope)
4. Alum. gutter
5.5/4"x 6" w/ 1 "x 2" trim
6.2"x 6" band brd. w/ 5/4"x 6"
gutter board.
7. 1/4" cedar soffit w/ 2" cont, vent
8.1/2" drywall w/ 1'.B. R-.401
9.8/12 rafter profile(one plate req'd.)
10.2"x 4" trim framing
11.2"x 4" studs ( 16" o.c.
12. 1/2" plywood/insulation, Tyvek
sheathing. R4.0
13.91/2" wood truss joist's' 16" o.c.
14.3/4" pl, wood t/g floor (leek
15. 2"x 4" pros. trtd. sill plate w/
1./2" anchor bolts a) 16" o.c.
16. Brick veneer w/ weep holes 'a'
32" o.c. R-39
17. 10" poured cone. wall, specs. by
installer.
18.4" cone. slat) over compacted gravel
fill, and V.R.
19. 4" pvc. perf. perimeter drain in
gravel bac: kfili.
20. 8"x 20" cont. cone. footing.
21. Moistureproofing system
22. R-13 batt insulation
23. R-38 blown insulation
24.2" rigid insulation. R-10
25. 2"x 4" lath catch
26.2"x 6" ceiling rafters (a7 16" o.c.
27. Brick course, expressed 1/2".
A 2"x 4" furring.
29.2"x 4" k n ee w a l l for 1211.2 rafters.
30. Brick Soldier course
Wall Section
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