HomeMy WebLinkAbout04100241 Building PlansPRINT GRAPHICS N132351
Rear
Right Side
Elevation key
1. Shingles
2. Continuous roof vent
3. Aluminium gutter
4. Frieze trim. (see S-1, A-4)
5. Wood lap siding
6. Brick veneer
7.8/12 roof profiles beyond
8. 8" finished exp. ag. cone. slab face
9.619x 6" wood window well
10. Railing assembly. See
Bldr's. specs.
11. 10"x 22" base w/ 6"x 6" col. above,
w/ beveled corners
12. 1"x 8" wood trim w/ 4.25" crown, 4"x 491x 6"
dentil blocks.
13. 1"x 12" wood trim w/ 3/4" mould
14.4"x 8"x 20" wood bracket
15. Limestone head
16. Limestone trim
17. 1" half round
18. Rain cap by firepl. manuf.
19. Cricket
20. Metal flashing
21. Lattice panel over CMiJ foundation.
CMU to be painted flat black.
22. 1"x 6" wood trim over 2"x 6" band trim
23. Brick sill rollock
24. 4.25" wood crown
25. Two brick courses, exp. 1/2"
26. E.F.I.S veneer
27. 16" dia. cedar panel foil
28.3/12 roof slope intersection
29. Flower box
30. crawl space vent
31. Limestone canted sill, exposed 4", w/
2'/4"x 2'/4"x 6"(3" exposed) limestone brackets.
32. 5/4% 6" rake trim
-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 9/12, front to back, 8/12 side to side.
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Left Side
Front
Elevations
;LEASED FOR CONSTRUC
)ject to compliance with all regu
of State and Local Codes.
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PRINT GRAPHICS N132351
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PRINT GRAPHICS N088812
Wall Key
`=-z 8" cone. block wall
12" conc. block wall
8"x 8" c.m.u. lintel
899x 16" conc. block pier
footing / wall - step w/ grade
--•-- truss joist - typical span
--- 2"x joist -typical span
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All solid bearing shall be continuous from applied
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load to footing. No interruption by horizontal components,
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unless approved by Architect.
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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.
7 %2`' X 3/' WD. 1S15EF,
1ll6 v 11VA99`z.` WD. Tf`it&D
2", 12"_-rUlK JTMN60K
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
5.3 1/12" batt insulation. R-1.3
6.1/2" 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=19.61(brick/stone)
= 20.01(siding)
= 23.25(EFIS)
Note: Not all materials may be used
on this project.
Nall Section Key
1. Shingles over 304 felt
2.7/16" OSB roof deck
3.2"x 8" rafter @ 16" o.c., 9/12 slope
4. Alum. gutter
5.4.25" crown over 1"x 8", 1 'x 12" w/
3/4" mould
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
9.8"x 20" wood bracket
10. 2"x 4" trim framing
11.2"x 4" studs @ 16" o.c.
12.1/2" plywood/insulation, Tyvek
sheathing. R-4.0
13. 117/81' wood truss joist @, 16" o.c.
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. Brick veneer w/ weep holes (a.
32" o.c. R-.39
17. 10" poured conc. wall, specs. by
installer.
18.4" conc. slab over compacted gravel
fill, and V.B.
19. 4" pvc. perf. perimeter drain in
gravel backfill.
20. 8"x 20" cont. conc. footing.
21. Moistureproofing system
22. R-13 batt insulation
23. R-38 blown insulation
24.2" rigid insulation. R-10
25.2"x 4" brace @ 48" o.c.
26. 21"x 6" ceiling rafters @ 16" o.c.
27. Brick courses, expressed 1/2".
28. 2"x 4" furring.
29. Window head
Wall Section
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