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PRINT GRAPHICS N132351
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[FiPORTANT ROOF NOTES: HANDRAIL I . I i i
1200E PLAN NOTES
TO STOP
ALL ROOF PITCHES TO BE B /i2 e R00 I - - - - - - OUTFACE r`F 6T
FLOOR Si1Fi VA!:
UX ES5 NOTED OTHERWISE SEE E:E`J'S. ; ,
7 - - - - OUTFACE OF 2ND
-SEE ELEV.'S FOR SLOPE SPFCifiCATfON5
_ _1 _________ .__ -; FIOUR STUD tl.4LL
O= DOWNSPOUT __ - - - - - OUTFACE OF BACK
PARAPET
WALL ?O
STOP A"
FASCIA Q��-' o--
BOARD OS j 1 / I �-` -- / AS
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3 -1/2" H.
is PARAPET
CALL
Roof Plan
Wall Key
8" cone. block wall
12" cone, block wall
8"X 8" C.M.U. lintel
8 "x 16" cone, block pier
footing / wall - step w/ grade
.-_• --
truss joist - typical span
,.. ___.....
2 "x joist -typical span
perimeter footing drains
:~
lam beam w/ steel post
-. '11C_
lam. beam w/ solid wood bearing
steel beans w/ steel post
poured concrete wall, specifications by
installer
.2"x 4" stud wall
.2"x 6" stud wall
sound insulation
exterior wall w/ masonry veneer
All solid bearing shall be continuous from applied
load to footing. No interruption by horizontal components,
unless approved by Architect.
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, due to substitutions to any materials, components,
or assemblies generically shown on these documents.
4. 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.
5. Notify Architect of any conflicts, per these notes.
6. Architect shall approve any shop drawings required of this project.
7. All site planning, interior design, and kitchen -bath details are by
the appropriate Subcontractor.
8. All mechanical, electrical, and plumbing (MEP) design and
details are by appropriate Subcontractors.
Site
1. All fill brought to the site shall achieve minimum compaction
required for construction of this project,
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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
5.31/12" batt insulation. R -13
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.
Wall Section Key
1. Shingles over 30# felt
2.7/16" O.S.B. roof deck
3.2 "x 8" rafter @ 16" o.c., 8/12 slope
4. Metal gutter
5. Fypon Dentil #083010 over 1 "x 12 ",
over 1 "x 12" w/ edge mould
6.2 "x 6" band brd. w/ 5 /4 "x 6"
gutter board.
7. 1/4" cedar soffit w/ 2" cant. vent
8.1/2" drywall w/ V.B. R -.40
9.2 "x 4" kneewall
10.2 "x 6" trim framing
11.2 "x 4" studs @ 16" o.c.
12.1/2" plywood /insulation, Tyvek
sheathing. R -4.0
13. 14" wood truss joist @ 16" o.c.
14.3/4" O.S.B. t/g floor deck
15.2 "x 4" Ares. trtd. sill plate w/
1/2" anchor bolts @ 16" o.c.
16. Brick veneer w/ weep holes @
32" o.c. R -39. Masonry ties, per code
17. 10" poured cone. wall, specs. by
installer.
18.4" cone. slab over compacted gravel
fill, and V.B.
19.4" pvc. perf. perimeter drain in
gravel backfill.
20.8 "x 20" coat. cone. footing.
21. Moistureproofing system
22. R -13 batt insulation
23. R -38 blown insulation
24.2 "x 4" kneewall wind brace, @ 48" o.c.
25. 2 1'x 4" lath catch
26.2 "x 6" ceiling rafters @ 16" o.c.
27. Limestone water table trim course,
w/ % round face
28.2 "x 4" furring.
29. Metal flashing
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2. Final grade shall be determined by individual site conditions.
3: Slope grade away from building perimeter.
4. Coordinate masonry ledge and/ or concrete foundation walls
with final grade. See "Wall Section" and "Elevations ".
Framing / Structure
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 and/ or supplier.
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.
5. All concrete, pre -cast or cast -in -place shall be sized and certified
by the supplier /fabricator.
Wall Section
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