HomeMy WebLinkAbout0189.03.5Project 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 "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.
70)(. x 0/4' wi. h15EP, (M TO 2uD)
1V TO I'/2•is 10 `W1.T1�ts&D
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Stair Section
Wall Key
8" cont. block wall
12" cone. block wall
8"x 8" c.m.u. lintel
8"x 16" cont. block pier
ZZT72- footing / wall - step ,w/ grade
--+ truss joist - typical span
-•--+- 2"x joist -typical span
-...._ perimeter footing drains
- lam beam w/ steel post
lam beam w/ solid wood bearing
_ = steel beam w/ steel post
_ poured concrete wall, specifications by
- installer
2"x 4" stud wall
2"x 6" stud wall
exterior wall w/ masonry veneer
Dehil Key
1.2"x 4" @ 16" ac. bearing wall
2. Sbeatiing
3. Building paper
4. Corrageted brick ties
S. She! flashing
6. Weep bola ( two per step)
7.3 1/2"x 31 /2"x 1/4" steel angle
& 2-2"x 8'" reef rafters
9. Briek veneer
Brick Detail
"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. R4.0
5.3 1/12" batt insulation. R-13
6.1/2" drywall, vapor barrier. R-.40
7. Inside air film. R-.68
8. Wood siding. R-.79
Total "R" Value = 19.61 (brick)
= 20.01(siding)
Fall Section Key
1. Shingles over 30# felt
2.7/16" OSB roof deck
3.2"x 8" rafter (& 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 * 48" o.c.
10.2"x 4" frieze framing
11.2"x 4" studs 16" o.c.
12.1/2" plywood/insulation. Tyvek
sheathing. R4.0
13.9 1/2" wood truss joist @ 16" o.c.
14.3/4" OSB t/g floor deck
15.2% 4" pres. trtd. sill plate w/
1/2" anchor bolts (a 16" o.c.
16. Brick veneer w/ weep holes r
32" o.c. R-.39
17.2% 6" studs @ 16" o.c.
18. Two courses limestone banding
19.8" poured cone. wall, specs. per installer.
Height varies per grade.
20.4" cone. slab over 4" compacted gravel fill,
and v.b.
21.4" perimeter drain in gravel fill
22.8"x 16" cont. cone. footing w/ 245 rebars
23. Moistureproofing system
24. R-13 batt insulation
25. R-38 blown insulation
26. 6.25" wood crown w/ 2"x 4" wood trim
27. 1"x 12" wood trim
28. Cedar bracket, 4"x V-0"
29. 1/4" cedar soffit w/ 2" continuous vent
30.3/4" wood moulding
31. R-15 batt insulation
0,/ (N t, 2 /
2
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Wall Section
SHEET
A-