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Rear
Left Side
Elevation kev
1. Shingles
2. Continuous roof vent
3. Aluminium gutter
4. Frieze trim. (see S-1, A-5)
5. wood lap siding
6. Brick veneer, two courses per 6"
7. Brick soldier course
8.8" finished conc. slab face
9. Cedar lattace panel, attached
to brick veneer, over conc. blk.
10. Railing assembly. See
Bldr's. specs.
11. 12% 12" base w/ 8"x 8" col, above
12.3/4"z 1" wood trim
13. 199x 12" wood trim w/ 3/4" mould
14.4"x 6" wood bracket
15, h /A
16. 2"x 6" pres trtd. belt trim
17. Wood joint cover
18. Direct vent firepl. flue
19. Crawl apace vent
20. 24" dia. wood vent
21. Limestone keystone
22.5/4"x 6" wood trim
23.2"x 2" sill trim
24.5,25" wood crown
25. Copper roofing
26. window well
27. Brick mould
28. 2"x 8" w/ 2"x 2" header trim,
three brick courses tall.
-All materials, components, and assemblies noted on the
Front Elevation are typical, unless noted otherwise.
-Pella clad "Architect Series" window sizes are shown for general
design purposes. Other suppliers shall submit a product
of similar size and specification.
-Ali roof slopes are 8/12, unless noted otherwise.
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Detail Key
1.2"x 4" 0.r 16" o.c. bearing wall
2. Sheathing
3. Building paper
4. Corrugated brick ties
5. Step flashing
6. Weep holes ( two per step)
7.3 1/2"x 3 1/2"x 1/4" steel angle
8.2-2"x 8" roof rafters
9. Brick veneer
Wall Key
8" cont. block wall
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12" come. block wall
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8"x 8" c.m.u. lintel
8% 16" cone. block pier
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footing / wall - step w/ grade
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truss joist - typical span
2"x joist -typical span
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perimeter footing drains
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lam beam w/ steel post
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lam beam w/ solid wood bearing
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steel beam w/ steel post
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poured concrete wall, specifications by
installer
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2"x 4" stud wall
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2"x 6" stmt wall
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smad insulation
exterior wall w/ masonry veneer
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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 job site, 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 kitchen -bath details by
appropriate subcontractor.
7. All electrical and HVAC design by appropriate subcontractors.
Earthwork
1. All rill 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 poured wall with final grade. See "Wall Section".
Framing
1. All framing to conform with common practices, installation
requirements, and procedures of the suppliers.
2. Floor trusses, laminated beams, and connectors to be sized
and certified by the manufacturer.
3. Steel column and beam assemblies to be designed and certified
by the manufacturer. Manufacturer to verify lam. beam sizes for
beam saddles,
4. Floor and roof loads to be calculated per local codes and
conditions, including dead loads of materials and assemblies
shown on the "Wall Section", as well as the "Elevations".
5, Framing materials shown in scale on these documents are
sized for general design purposes only, unless specified
otherwise.
"R" Value Tabulation
1. Outside air film. R-37
2. Brick. R-39
3. 1/2" air space. R-.97
4. 1/2" exterior sheathing. R-4.0
5.3 1/2" batt insulation. R-13
6. 1/2" drywall, vapor barrier. R-.40
7. Inside air film. R-.
Total "R" val = 19.61
Wall Section Notes
1. Shingles over 30# felt
2.7/16" OSB roof deck
3. 2"x 8" rafter div 16" o.c.
4. Alum. gutter
5. Flashing
6.2"x 4" band brd. w/ 5/4"x 6" gutter brd.
7.1 1/2" insulation board. R-10
8. 1/2" drywall w/ v. b. R-,40
9. 2"x 6" bracing �a) 48" o.c.
10.2"x 4" frieze framing
11. 2"x 4" studs * 16" o.c.
12. 1/2" plywood / insulation sheathing. R-4.0
13. 11 7/8" wood truss joist (iL 16" o.c.
14.3/4" o.s.b. t/g floor deck
15, 2"x 4" sill plate w/ 1/2" anchor bolts
(4), 48" o.c.
16. Brick veneer w/ weep holes (a?, 32" o.c.
Two courses per 6" vertical. R-.39
17.2"x 6" studs ia` 16" o.c.
18.4"x 9" limestone belt course, expressed 1/2"
19. 8" poured cone. wall, specs. per installer.
20.4" cone slab over 4" compacted gravel
fill, and vapor barrier.
21.4" perimeter drain in gravel backfill.
22.8"x 16" cont. cone. footing w/ 245 rebars
23. Moistureproofing system
24. R-13 batt insulation
25. R-30 blown insulation
26.6.2_5" wood crown trim w/ 2"x 4" wood trim
27. 1 "x 12" wood trim
28. Cedar bracket, 4"x F-8"
29. 1/4" cedar soffit w/ 2" continuous vent
30.3/4" wood moulding
31. R-15 batt insulation
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