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Elevation key
1. Shingles
2. Continuous roof vent
3. Aluminium gutter
4. Frieze trim. (see S-1, A-5)
5. Wood lap siding
6. Brick veneer
7. Brick soldier course
8. 8" finished cone. slab face
9. Cedar lattace panel, attached
to brick veneer, over flat black
cone. blk.
10. Railing assembly. See
Bidr's. specs.
11. 12"x 12" base w/ 8% 8" col. above,
w/ beveled columns
12.8" decorative wood bracket
13. 1"x 12" wood trim w/ 3/4" mould
14.4"x 6" wood bracket
15. Limestone head
16. Limestone medallions
17.2"x 6" pres trtd. belt trim
18. Rain cap by firepl. manuf.
19. Crawl space vent
20. Limestone coursing, see S-1, A-5
21. E.F.LS. facade
22.5!4"x 6" wood trim
23. Brick sill rollock
24.4.25" wood crown
25. Copper flashing
26.6"x 6" wd. window well
27. Brick mould
28. 1" half round wd. trim
-All materials, components, and assemblies noted m the
Front Elevation are typical, unless noted otherwir.
-Pella clad "Architect Series" window sizes are shown for general
design purposes. Other suppliers shall submit a product
of similar size and specification.
-Shingled roof slopes are 8/12, Metal roof slopes are 2/12.
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Elevations
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Foundation/Lower Level Plan
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PRIM GRAPHICS NQ37875
82'- 8"
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Second Floor Plan
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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 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 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 poured wall with final grade. See "Wali Section".
Framing
1. All framing to conform with common practices, insallation
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.
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Stair Section
Wal! Key
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8" cone. block wall
12" cone. block wall
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8% 8" c.m.u. lintel
8"x 16" conc. block pier
footing / wall - step w/ grade
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truss joist - typical span
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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
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installer
2"x 4" stud wall
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2% 6" stud wall
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sound insulation
---- exterior wall w/ masonry veneer
Detail Key
1. 2% 4" * 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"13 1/2% 1/4" steel angle
8. 2-2"x 8" roof rafters
9. Brick veneer
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Brick Detail
"R" Value Tabulation
1. Outside air film. R-.17
2. Brick. 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. It -.40
7. Inside air film. R-.68
8. Wood siding. R-.79
Total "R" Value19.61 (brick)
20.01(siding)
Wall Section Key
1. Shingles over 30# felt
2.7/16" OSB roof deck
3.2"18" rafter (a7 16" o.c.
4. Alum. gutter
5. Flashing
6.2"x 6" band brd. w/ 5/4"x 6"
gutter board.
7.1 1/2" insulation board. R-10
8. 1/2" drywall w/ V.B. R-.40
9. 2"x 6" bracing wa 48" o c.
10. 2"x 4" frieze framing
11.2"x 4" studs 1& 16" o.c.
12. 1/2" plywood/insulation, Tyvek
sheathing. R-4.0
13. 9 1/2" wood truss joista('7, 16" o.c.
14.3/4" OSB t/g floor deck
15.2"Y 4" pres. trtd. sill plate w/
112" anchor bolts 'a, 16" o.c.
16. Brick veneer w/ weep holes
32" o.c. R-.39
17.2"x 6" studs ,'& 16" o.c.
18. Two courses limestone banding
19.8" poured conc. wall, specs. per installer.
Height varies per grade.
20.4" conc. slab over 4"' compacted gravel till.
and v.b.
21.4" perimeter drain in gravel rill
22.8"x 16" cont. conc. footing w/ 245 rebars
23. Moistureproofing system
24. R-13 batt insulation
25. R-38 blown insulation
26.6.25" wood crown wi 2% 4" wood trim
27. I"x 12" wood trim
28. Cedar bracket, 4"x 1%4L
29. 1/4" cedar soffit w/ 2" continuous vent
30.3/4" wood moulding
31. R-15 batt insulation
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Wall Section
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