HomeMy WebLinkAbout04100276 Building Plans0
Right Side
Elevation key
1. Shingles
2. Continuous roof vent
3. Aluminium gutter
4. Frieze trim. (see S-1, A-5)
5. Wood lap siding
6. Wood scalloped shake shingles
7. Cedar panel
8.8" finished cone. slab face
9.6"x 6" wood window well
10. Railing assembly. See
Bldr's. specs.
11. 10"x 22" base w/ 6"dia, tuscan
cot. above.
12.5.25" wood crown
13. 1"x 12" wood trim w/ 3/4" mould
14.3.25" wood crown
15. 16"x 36" wood vent
16.6"x 6" wood column w/ 2" built
out base.
17. 1" half round
18. Rain cap by firepl. manuf.
19.2"x 2" canted wood sill
20. Metal flashing
21. Crawl space vent
22.5/4"x 6" wood trim
23. Crawl space access panel
24. Wood dentil trim
25. One hour fire wall assembly. 2"x 4"
with 5/8" type "X" wallboard on
each side.
26. E.F.LS veneer
27.2"x 2" head trim
28.2% 6" wood skirt
-All materials, components, and assemblies noted on the
Front Elevation are typical, unless noted otherwise.
-Pella clad "Proline" window sizes are shown for general
design purposes. Other suppliers shall submit a product
of similar size and specification.
-Shingled roof slopes are 12/12, two story area, 7/12
single story area. Front parch is 3/12.
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Left Side
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DEPT OF COMMUNITY
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Project Notes
General
� ,� i actors are to verify all dimensions, per their work.
!. 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.
'. All mechanical, electrical, and plumbing (MEF) 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.
Wall Key
8" cone. black wall
12" conc. block wall
. 8"x 8" c,m.u. lintel
8"x 16" conc, block pier
footing / wall - step w/ grade
------ truss joist - typical span
----- 2"x joist - typical span
perimeter footing drains
Ism beam w/ steel post
--W-- lam beam w/ solid wood bearing
,-: .= steel beam w/ steel post
z... poured concrete wall, specifications by
installer
2"x 4" stud wall
2"s 6" saw
sound insulation
" - exterior wall wl wasonry veneer
,111 solid bearing shall be continuous from applied
load to footing. No interruption by horizontal components,
unless approved by Architect.
. Y it 3/4' W . 11111E (I , FL. T1 ZNP FLS
I lie TO Ii`�,x 4"'2 `YiP. TIYEAD
2'd if*.fialK 1TN1840:
Mair 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
5.3 1/12" batt insulation. R-13
6. 1/2" drywall, vapor barrier. IL ,40
7. Inside air film. R-.68
8. Wood siding. R-.79
9. E.F.I.S. veneer. R- 5.0
"Total "R" Value = 19.61(brick/stone)
= 20.01(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*,. o.c.
4. Alum. gutter
5. 1"x 12" w/ 5.25" crown
w/ 3/4" moulding.
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/ V.B. R-.40
9. 2"x4" wind bracing
10.2"x 4" soffit framing -
11. 2"x 4" studs 4u, 16" o.c.
12. 1/2" plywood/insulation, Tyvek
sheathing. R-4.0
13. 117/8" wood truss joist 4, 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" ox.
16. Hardboard lap siding. R-.79
17. 10" poured cone. wall, specs. by
installer.( refer to code for 8" wail)
18.4" conc. slab over compacted gravel
fill, and V.B.
19. 4" pvc. perf. perimeter drain in
gravel backfill.
20. 819x 20" cont. conc. footing. Step ftg.,
and wall, as req'd., for frost protection.
21. Moistureproof og system
22. R-13 batt insulation
23. R-38 blown insulation
24.2"x 6" kneewail
25.2" rigid insulation. R-10
26. IM x 6" belt trim over 2"x 6" bandboard
27. 2"x 6" ceil'g. rafter
4
Wall Section
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