HomeMy WebLinkAbout0738.01 Building Plans4' (f;+V HT)
p' Z 4' 0' ( LI, Nr, N
Rear
fEE INFOp,M&Tl0N Jl SF -T A,•5:
Left Side
Elevation key
1. Shingles
2. Continuous roof vent
3. Aluminium gutter
4. Frieze trim. (see S-1, A-5)
5. Hardboard lap siding
6. Brick veneer
7. Brick courses, expressed 1/2"
8.8" finished cone. slab face
9. Brick mould
10. Railing assembly. See
Bldr's. specs.
11.16"x 16" base w/ 12"dia.
Corinthian column.
12. Triglyph
13.1% 12" wood trim w/ 3/4" mould
14.1"x 12" wood trim
15. Brick sill
16.2"x 6" pres trtd. belt trim
17.1"x 8" wood trim w/ 3/4" trim
18. Rain cap by firepl. supplier
19. Crawl space vent
20. Limestone header
21.4.25" wood crown
22.5/4"x 6" wood trim
23. Lattice panel over 2% 2" furring
24.6.25" wood crown
25. Copper flashing
26. Pres. trtd. wood window well
27. NIL
28. Metal pan roof w/ drip edge
29. Bonus RmJstair profile.
30.24"r. quarter vent w/ 1/2 half brick
surround.
31.12% 12" wood frame column
32. EFIS veneer
33.2% 2" cant wood sill
34.2% 8" joists @ top landing.
-All materials, components, and assemblies noted on the
Front and Left Side Elevations 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.
-All roof slopes are 9/12.
2305 ilPI 01: p59,6.-&
10 /. 7" P, 00 F P) N 4 - -&
p'. C'' I sr r - Le p,
3371
Right Side
6/6/oc_ _s Front
DO 00 SCAIC
Elevations
N
�
Q
m
11trr'\
r�
N
it
U
N
o
Z
i
Of 1461 V44E
y Foundation/Lower Level Plan
oi
JET IN FOp,MtiTIDN ON .tN�ET �•5 1381 IN.tibtc �'Ou�E;D WALLS
2' 4'
V
C
C
0 Mass
Q
O
a
p.
m
0
z
c
IM
0
4
V
-
.:
E
V
Cl)
a
SHEET
A-2
i
W
m
0
h
�
Ctl
�
m
�
v
�
0
z
=
o
SHEET
A-2
PRINT GRAPMICS N107. 75
NOTE : YEF�IFY GEIC(. TI�EliTAENT F&A Eli. hAOM -
226.5-
50, FT,
LIVING Ist F Oa
. 969
5Q. Ff.
WIN6 2nd FOa
3254
5Q. Ft,
1'Or&
632
50, Fr,
6AM
46
50, Ff.
Ff;ONf FaCN
f 2
5Q. Fr,
51M PaCN
Do Not V ALC
First..Floor Plan
0' 1' Z' 4' JEE IM FON M M ON ON 1u EET &.5
SHEET
A-3
i
m
O
M
�.:
oQ
a
a,
sem,
O
N
�
z
1
m
Ir
c
c�
o
.�
Z
D
a
3
o
Q
so"
•—
E
E
i
W
a
SHEET
A-3
m
O
M
�.:
sem,
O
N
14)
1
1
m
Ir
V
Z
D
SHEET
A-3
RINT GRAPHICS N017P75
- - - - - - - - - - - - - - - - - - - - - - - - -
I
I
I
I
I
1
001,11M
WIV,
64T5f
pemOOM
R/ 5
ao
6/0 6p 8'-31/211
-T - -.v...•... 0... fowl(. I[
• ►i`O
7.3
LNM
3' -VI 3'-2,1
O
N
----------------�
I I
II I \
20'8" V-6.1 V-51/2"
smog
I I I
or
I I I
I I
I I I
I � I
I I
I I
I I -
\
I
I
I
I I
4'-4"
t --.
N•� A49
Second Floor gland.
D' 1': Z' 4' 1N Folz lri hli ION OR .lug ET A•5
Its
5
(m
C.
C
CLC
_R/ _
'5'- 91 / 2" 13' 4'
Q
Q
-
o
a
a.
C�
\
r"Nag
c
J
0
rn
�I
h
�
Q
�
V
�
,1c1
�
4
7
C
L
a
�
a
i MWOOM
2/0
_
9/5
4'-0" 6'-0..
Y
wo
2/4
o a G o 26
n
� I/6
LIN
41 LIN
I
X311
t
vm
i
I
2/4
b 2/ 4
Ila
N
—R/ 5 .
G
aA5 Ft w
I'
1 W %N
GIME
V1 � 1 1' ,c I
al
V-91/2"
mp
4'-4"
t --.
N•� A49
Second Floor gland.
D' 1': Z' 4' 1N Folz lri hli ION OR .lug ET A•5
Its
(m
C.
C
CLC
Q
Q
o
a
a.
C�
-v
r"Nag
c
J
0
rn
h
�
Q
�
V
�
D
�
4
7
C
L
a
M
J
Q
m
O
KY
rn
h
�
�
m
�
U
4
7
4
�
a
SHEET
A-4
A
Detail Key
1.2"x 4" @ 16" oc. bearing wall
2. Sbeatbint ,
3: Saimi>ts pato
4. term br m an
�.stop fba►lea
6. Weep roles ( two per step)
'1.31/2"x 31/2"x 1/4" steel angle
S. 2-2"x a" roof rafters
9. Brick veneer
Brick Detail'
Wall Key
�
: 8" cone. block wall
42" cone. block wall
8"x 8" c.m.a. lintel
m
C
_
:8"x 16" cone. block pier
T�-
�-.footing
/ wall - step'w/ grade
Q,
.�----.
tram joist - typical span
.----r
2"x joist -typical span
�,.._
perimeter footing drains
i
Jaw beam w/ steel post
=z_ W
.lam beam w/ solid wood bearing
L=
'steel beam w/ steel post
V
poured concrete wall, specifications by
a
* installer
.2"x 4" stud wall
O
2"x 6" stud wall
womm
sound insulation
exterior wall w/ numnry veneer
(HOTS
NOT AL1. 1Y*WL1 WILL bE 11IbD)
71/z', 3/4"VYD. Y wrEK(1kT TO L.L.)
.1/4tx 814' W/. f;Im( 1rT TO Z"_o)
1 � TO 1'�',c 1�4.1K). Tstlp
Stair Section
1
Project Notes
General
1. All contractors are to verify all dimensions, per their work.
2. All contractors are to ciein 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 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.
"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
5.31/2" batt insulation. R-13
6.1/2" drywall, vapor barrier. R-.40
7. Inside air film. R-.68
Total "R" value =19.61
Wall Section Notes
1. Shingles over 30# felt
2.7/16" OSB roof deck
3.2"x 8" rafter @ 16" o.c.
4. Alum. getter
6,Ylswtahies
d, 3",x 4" bond bird, w/ IIN"I d* pfUr bird,
7.11/2" 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 sheathing. R-4.0
13.117/8" wood truss joist @ 16" o.c.
14.3/4" o.s.b. t/g floor deck
15.2"x 4" sill plate w/ 1/2" anchor bolts
@ 48" o.c.
16. Brick veneer w/ weep holes @ 32" o.c.
Two courses per 6" vertical. R-.39
17.2"x 6" studs @ 16" o.c.
18. Brick 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
26.6.25" wood crown trim
27.1"x 12" wood trim
28. Kneewall
29.1/4" cedar soffit w/ 2" continuous vent
30.3/4" wood moulding
31. R-15 batt insulation
Vel
_# � "' ga &Df GV ONE rTaNy XIDIN4 A6 _Af
Wall Section
N
�
a
m
C
_
�
a
Q,
O
a
i
0
i
'd
U
V
a
O
Z
a
v
o
i
�
^=
E
.w
E
�
a
N
�
Cr
m
N
V"
S
Cu
U
V
SHEET
A-5