HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/21/2021\ 1h5.99'
------
LOT COVERAC
E:
CD
a 10' SMACK
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-------------- 7
LOT AREA:
11590 S.F.
22' - O" 4' - O" 7q'- 6"
i/
EXISTG BLDG. PAD:
1706 S.F.
In
N U
/
NEW BLDG. PAD:
743 S.F.
Q
; i�
/yry
TOTAL BLDG. PAD:
2902 S.F.
Carrollton Designs lna
P.O. Box 141
/i I COVERAGE: 24.2 %
!�Ma
/
ADD'L IMPERV. SURFACE:
569 S.F.
lelon, Ore on 97453
P B
e i
TOTAL IMPERV. SURFACE:
3370 S.F.
Ph.541.636.5053
Ce.541.999.7886
p
/
TOTAL LOT COVERAGE:
29.1
W
V
MAIN. FLR. LIV'G SPACE:
1665 S.F.
/ (/)
UPPER LIV'G SPACE:
990 S.F.
GARAGE SPACE:
794 S.F.
N
ADU SPACE:
790 S.F.
G v, 2g O
____________________________-
/
STORAGE SPACE:
504 S.F.
e p ¢
ooz
0 GRAVEL DRIVE
/
COVERED PATIOS/DECKS:
353 S.F.
B o P m
� � 1a'SETBACK
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EXISTING ACCESS WAY
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4SOLAR SETBACK
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SITE PLAN°
a Y
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SCALE: 1" =
20'-0"
owe p x
583 S. 71ST STREET
o m- o 0 8 a
TAX LOT Z50_022105902
.,—��°
wu
o
CITY OF SPRINGFIELD, OREGON
FLR.AREA :
2555 S.F.
SOLAR SETBACK = (29 X;2.5) + (90/2) - 75 = 40
AN ADDITION FOR :
A
CARL & SHEENA ORDAHL
OF 7
o,.,...,,..,..,....,,..,.,..,
...
ORDAHL
- — Carrollton Designs Inc.
P.O. Box 141
_ Mapleton, Oregon 97453
_ Ph. 541.636.5053
Ce.541.999.7886
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NORTH ELEVATION
SCALE : 1/4” = 1'-0"
a2
D.S.
4
i
LU
ARE
_ - -
MAIN FLR
D.S. D.S. 1665 S.F.
ROOF NOTES: UPPERFLR:
ROOF PLAN
" ASPHALTIC COMPOSITION 890 S.F.
SCALE : 1/S" = 1'-0" ROOFINq SHINgLES EAST ELEVATION ADU AREA:
^ INSTALL CONTINUOUS SCALE 1/4" = 1'-0" 780 S.F.
RIDGE VENTING 9 RIDGES
^ 4 / 1-2 TYPICAL ROOF PITCH
" 24" TYPICAL EAVES & RAKES
OF 7
ORDAHL
4
12
2 x 6 STUDS 9 16"
O.C. W/ R-21 INSUL.
KITCH.
5V&" x v"
Q.L HDR
PAINTED do
VENTO SOFFIT
MANUPO TRUSSES 9 24"
O.C. W/ R-49 INSUL.
2 x 4 STUDS
9 16" O.C.
a
H
H BEDRM
O0 3/4" EDGEGOLD OVER 11 7/9"
1-JSTS W/ R-30 WSUL
s 1/9" x 10 1/2"
G.L HDR
n
SHOP/GAR.
H
3000 PSI 4- CONC. SL A8
OVER COMPACTED FILL
I T/FON. WALL
1`"x'" A SECTION
2 SCALE : 1/4" = 1'-0"
CORNER TRIM 805.✓ 5 U LJ I H t Lt VA I I V N
SCALE: 1/4" = 1'-0"
iS' x 7"
PAR
G
>ICKETS
AX. OPNV
WEST ELEVATION
SCALE : 1/4" = v-0"
Carrollton Designs Inc.1
P.O. Box 141
Mapleton, On:gon 97453
Ph.541.636.5053
Ce.541.999.7886
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MAIN FLR :
1665 S.F.
UPPER FLR:
890 S.F.
ADU AREA:
780 S.F.
2 OF 7
ORDAHL
Door Schedule
Notes
Mark Door Size I Comments
16
28" x 80"
17
28" x 80"
19
32" x 80"
20
60" x 80"
21
28" x 80"
22
32" x 80"
23
32" x 80"
25
9'x8'
26
10'x9'
27
36"x96"
29
190, x 80"
30
Six 7'
31
28" x 80"
33
32" x 80"
38
32" x 80"
40
32" x 80"
41
60" x 80"
42
48" x 80"
43
36" x 80"
45
36" x 80"
52
28" x 80"
53
28" x 80"
54
30" x 80"
56
30" x 80"
58
60" x 80"
60
24" x 80"
61
60" x 80"
62
30" x 80"
63
72" x 80"
Window Schedule
Mark
R.O.
Type
Comments
LVV
h
92
2'-0" 4'-0"
5,31e llun -Trim
116
3'- 0" 41-011
Slider with Trim
1 19
5 -0 4' -0
Slider with Trim
121
4' -0 4' -0
Slider with Trim
122
3'- O" 4' - 0"
Fixed with Trim
131
41-011 3'- 0"
Slider with Trim
140
41-011 3'- G"
Box Bay
1141
3' -0 3' -0
Slider with Trim
1,42
6' -0 4' -0
Slider with Trim
43
4' - O" 5' - O"
Slider with Tnm
44
4' - O" 2' - O"
Fixed with Trim
145
5- 0" 12'- 0"
Iffixe6 with Trim
NOTES !!!
I . ALL EXTERIOR WALLS (aj LIVING SPACE
SHALL BE 2 x 6 STUDS (aj 16" O.C.
2. ALL INTERIOR WALLS b GARAGE EXT. WALLS
SHALL BE 2 x 4 STUDS @ 16" O.C. (U.N.O.)
3. ALL WINDOWS TO BE ARGON-GA5 FILLED
VINYL SASH UNITS MANUF'D BY MILGARD
MANUFACTURING - WILSONVILLE, OREGON.
--
- ------------�r-1F------------,I
4. SLIDING GLASS DOORS TO BE ARGON-GASILL
_
PILLED "LOW -E" GLASS VINYL UNITS BY I I I —
MILGARDMANUFACTURING. J
5. ALL SKYLIGHTS TO BE DBL-GLA7ED WOOD Irr-----------------1
FRAMED UNITS AS MANUFACTURED BY –JTVELUX 5KYLIGHTS.
I I II r ,I I
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I
WALLS TO BE REMOVED I
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I I II I I
I I II I I
II n jl
II �' II II II
III DEMOLITION PLAN
IL -------------------J
--
SCALE: 1/4" = 11--0"
MAIN FLOOR PLAN
SCALE
1/4" = 1'-0"
KITCHEN CABINET ELEVATIONS
SCALL 1/4" = V O"
BATH & UTLITY CABINET ELEVATIONS
SCALE : 1/41, = 1'-01'
A.D.U. CABINET ELEVATIONS
SCALE : 1/4" = 1'-01'
Carrollton Designs Incl
P0141 141
Mapleton, ipn 97453
Ph.541.636.5053
Ce.541.999.7886
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MAIN FLR :
1665 S.F.
UPPER FLR :
890 S.F.
ADU AREA:
780 S.F.
3
OF 7
ORDAHL
27'
- brr
14r _ 2rr
17'
_ IOrr
12r _Orr IQr _Orr
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Carrollton Designs Inc.
P.O. Box 141
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Mapleton, Oregon 97453
52
Ph.541.636.5053
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UPPER FLOOR
PLAN
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SCALE
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= Z' -o"
T _ 8rr br
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4' _ ry'
T - 8"
2' - O"
8' - 11"
b' -
7"
2' - 2"
11' 10"
12' _Orr qr _ irr Sr _yrr
28
-Orr
17r _brr
26, 0„
IQr _Orr
MAIN FLR :
1665 S.F.
UPPER FLR :
890 S.F.
ADU AREA:
780 S.F.
4
OF 7
ORDAHL
27' - 6"
201-01,
24' - 0"
8' - 0"
3' -61121, 9' - 3"
9' - 11 1/4" S - 9 1/4"
L,
S - 7" 11' - 10" 121-21,
6' -01, 2' - 0"
- -
-d
a
24" x 24" x 12" CONC.
Carrollton Designs Inc.
F
29'x 29'x 12' CONC FIGS W/ 4-#4 EA. WAY
P.O. Box 141
Q
FTG W/ 4-#4 EA. WAY - SAS SNOW N
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Mapleton,Oregon
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26V'x 26V'x 10° OR DBL STUD POST
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CONC FIGS FROM B/SUB-FLR. TO
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40" x 40" x 1S' CONC. IN MULTIPLE LOCATIONS'
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EXISTING FOUNDATION
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2 x 9 P.T.JSTS.
24" DIA x 12" CONC. FT'GS
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2 x s P.T.JSTS.
W/ SIMP. 08SQ66-SD52 BASE 924, O.C.
O
O.C.
FOR b x b POST -2 AS SNOW N 6'
a
o
54" x 36" X 15" CONC
FTG W/ #5 9 b" O.C. EW.
20' DIA. x 101' CONC. FIGS W/
---------SIMP.
PB44 OR P866 BASES
4 x s P.T. SMS.(FS-3)
N
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FOR POSTS - 4 AS SHOWN
nn
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i ON 4 x 4 P.T. POSTS
N
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4 x s P.T. BMS. (F8 -3)
9' - 3" 2' - 10 1/2"
4' - 9"
=1 - 9"
14' - C'
FOUNDATION PLAN
SCALE: Z/4" =V-011
MANUPD TRUSSES @ 24"
O.C. W/ R-49 INSUL.
2 X b STUDS L"` 16"
O.C. W/ R-21 INSUL
a
H
2 X 6 STUDS @ 16"
2 x 4 STUDS
12
2 x 6 STUDS (aj
H
O.0 W/ R-21 INSUL.
9 16" O.C.
4
PARTICLE BD.
Io. O.C. W/
R-21 INSULATION
-
UNDERLAYMENT
2 x 6 STUDS
"
TYVEK'ORAIN WRAP"
@ 16" O.C.
H
OR EQUIV.
E13 PRM•
SEDRM•
3/4" C -D PLYWD. 3211 G
2 x 6 P.T.
a
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W/ 1/2" DIA. x x ID" AS.
3/4" EDGEGOLD
R-49 HIGH -DENS.
2 x 6 P.T. PLATE
" x 3"
OVER 14" I-JSTS
`INSULATION
W/ /2"- x I (Y' A.B.
C� 4'-d' O.C.
PLATE WASFIERS
SILL SEAIFR
SILL SEALER
4" CONC. 5UB
6 MIL. BLACK
#4 VERT @ 36" O.C. OVER COMP. FILL
VISQUEEN
LIVIN
KITCH./NOOK
#4TOPBBO TO
R-30
z
H
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INSUL.
#4 NT. /\\/\\/ X\\/\\/� �9
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MAIN FLR
3/4" EDGEGOLD SUB -FL -R. OVER
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= � #4 r
r I
4995 S.F.
Xso FL -R.
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UPPER FLR :
890 S.F.
EXISTINQ FOUNDATION
R-301NSUL. •
\\ \\ \\ \\ \ \\ \\ \\ \ \\
1s'
2) >4 coNr.
ADU AREA:
..
s'
780 S.F.
15' x 7" A
SECTION 19" MIN. CLEARANCE
TYPICAL FOOTINGS
$
SCALE: 1/4" = V-0"
SCALE : 3/4" = 1'-0"
5
OF 7
ORDAHL
NO -FES:
* USE 11 7/9" OF/150 1-JSTS. A 16" O.C.
UNLESS NOTED OTHERWISE
* USE (2) RIM JOISTS BELOW
PARALLEL EXTERIOR WALLS.
* USE 4 x 12 HORS. A EXTERIOR
WALL OPN'GS & INTERIOR BRC,
WALL OPN'GS UNLESS NOTED.
* ® INDICATES INTERIOR
BEARING WALLS
* ■ INDICATES BRC, POINT
- MIN. (2) 2 x 4 P05TS
UNLESS NOTED.
* CONTINUOUS STRUCTURAL 5hTRO
AS PER SEC R60110.5 OF THE 2009
OREGON RESIDENTIAL SPECIALTY CODE
SHALL BE APPLIED TO ALL EXTERIOR WALLS.
USE 1/2" CDX PLYWD. 32/16 OR 7/16" 053
W/ 9d NAILS A 6" O.C. A PANEL ED0,E5 &
12" O.C. IN FIELD - BLOCK ALL HORIZ. EDGE5.
* LENGTHS OF W5P PANELS ARE SHOWN
A EACH WALL LINE
INDICATES WSP PANEL
* GP AS PER TABLE R60110.3(3)
* GAR INDICATES ALT. BRACE PANEL
AS PER TABLE R602.10.6.2
* GB INDICATES GYP.BD. INTERIOR PANEL
AS PER TABLE R60110.3(5)
2910
2 x12 RAFT
3'9
C
PRESCRIPTIVE
LATERAL
DESIGN
* 2005 ORSC
CONTINUOUS SHEATHING METHOD (22.5%)
WALL LINE
LENGTH
QP REQ'D
QP PROVIDED
1
2910
12'0
12'0
2
4'3'6
19'3
2510
3
9126
36'0
37'10
4
44'0
19'0
2519
A
36'0
16'0
16'6
R
4570
20'0
26'0
C
29'0
12'0
29'0
2910
2 x12 RAFT
3'9
51/9" X 10 1/2" G.L HDR.(UF3-2)
W/ 2-2 X 6 POST EA END
3'0
PAINTED &
VENTD SOFFrr
51/9" X 10 1/2" G.L HDR.(UF3-2)
W/ 2-2 X 6 POST EA END
310 4Aa 310
s'0
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Q 1 Carrollton Designs Inc.
P.O. Box 141
Mapleton, Oregon 97453
Ph.541.636.5053
Ce.541.999.7886
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QP
51/9" x 131/2"
11,117
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OVER 14" I-JSTS
OVER 1/F" 1-JSTS
2 x 6 STUDS @ 16" in
F O.0 W/ R-21 INSUL.
G.L. RM.
}
SO
2 x 4 STUDS
R-49 HIGH DENS.
6 3/4" x 241'
R-30 INS. 31/9" x9°
"1
INSULATION
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EXISTING FOUNDATION
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1511 X 7"
151'X7"
is" MIN. CLEARANCE
SECTION
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W/ 2-2 X 6 POST EA END
310 4Aa 310
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Q 1 Carrollton Designs Inc.
P.O. Box 141
Mapleton, Oregon 97453
Ph.541.636.5053
Ce.541.999.7886
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O.C. W/ R-49 INSUL.
4'6
516
2 x 6 STUDS@161'
O.C. W/ R-21 INSUL
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U��Fm S� N6a
m�z z
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a m
Gg�WQ u
X
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MAIN FLR :
1665 S.F.
UPPER FLR :
890 S.F.
ADU AREA:
780 S.F.
6
OF 7
ORDAHL
a
2 x 4 STUDS
2 x 6 STUDS @ ib"
51/9" x 131/2"
H
916. O.C. SEWIN
O.0 W/ R-21 INSUL
E�3 PRM•
2 x b STUDS 49161,
H
a
3/4" EDGEGOLD
O.C. W/ R-21 INSUL
�°
3/4" EDGEGOLD
ATTIC
O
VENTDSOFFIT
OVER 14" I-JSTS
OVER 1/F" 1-JSTS
2 x 6 STUDS @ 16" in
F O.0 W/ R-21 INSUL.
G.L. RM.
2 x 4 STUDS
R-49 HIGH DENS.
6 3/4" x 241'
R-30 INS. 31/9" x9°
INSULATION
9161, O.C.
G.L SM.
a
G.L BM
31/911 x 121,
ININ
H
LIVIN
PLYWD. SOFFIT
G.L. RM.
r PININa
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3/4" EDGEGOLD
a
a
3/4" EDGEGOLD
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(2) 1 3/4" X 1hL
2 x 9 P.T. JSTS.
OVER 2 x 10 JSTS.
OVE 2 x 10 JSTS. —
EXISTINQ FOUNDATION
9
li
R-30 INSUL
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8„
R-30 INSUL. 4 x 9 RM.
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151'X7"
is" MIN. CLEARANCE
SECTION
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SECTION
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6 SCALE: 1/4" = V-0"
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MAIN FLR :
1665 S.F.
UPPER FLR :
890 S.F.
ADU AREA:
780 S.F.
6
OF 7
ORDAHL
ASPHALTIC COMPOSITION SHINGLES
OVER 15# A.S. FELT OVER MIN. 7/1 G"
CD% PLYWD. SHTtYG - NAIL W/ MIN. 86
COMMON NAILS Q 6" O.C. Q
A
PANEL EDGES # 12" O.C. FIELD
g
C
B
A
SIMP. HUC 412
-CD
Carrollton Designs Inc.
HNGR INTO DBL STUD. 3114 QP 1316 QP 410 QP
P.O. Box 141
Mapleton, Oregon 97453
VENTED SOFFIT 8D.
4 x S HORS. (RB -7)
\
'4
5053
Ph.541.636.7886
Ce.541.999.7886
7 1/4" FASCIA BD.
SIMP. CC461--A----'—
MATCH
--
RB -4
SEE BELOW FOR SHEAR INFO
W. G.I. GUTTER
COL CAP 1
s
1010
x
z O=
R-49 INSUL.
_II
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Q
QP
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-
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OR "iYVEK" DRAIN WRAP
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5
(SEE FLK. PLANS
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W/ MIN. I OJ COMMON @ 24" O.G.
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IE"O.0
________I_____I___
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2
p
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rij
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BATT INSULATION
d
l d
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SO
eF m III
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MANUPD TRUSSES
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12
PAINTED do
VENTD SOFFrr
NOTES
PRESCRIPTIVE
LATERAL DESIGN
* USE MANUPD TRUSSES A 24" O.C.
2005 ORSC CONTINUOUS SHEATHING
METHOD (22.5%)
UNLESS NOTED OTHERWISE
STOR.
WALL LINE
LENGTH
QP REQ'D
QP PROVIDED
* USE 4 x 9 HORS. A EXTERIOR
WALL OPMC,5 & INTERIOR BRC,
3/4" EDGEGOLD
2 x b STUDS @ 16"
1
2910
614
1-910
WALL OPN'45 UNLESS NOTED.
OVER 14" 1-JSTS
O.C. W/ R-21 INSUL.
2
43'6
10'0
26'9
* ® INDICATES INTERIOR
BEARING WALLS
91'6
19'6
32'6
4
80'0
6'9
21'0
* ■ INDICATES BRC, POINT
- MIN. (2) 2 x 4 P05TS
A
3610
913
2010
UNLESS NOTED.
2 x 4 STUDS
R-30 INS.
B
4510
1013
21'9
* CON77N0005 STRUCTURAL 5HTM004
�1
I� ❑
C
2910
614
19'3
AS PER SEC R602 -W.5 OF THE 28.
OREGON RESIDENTIAL SPECIALTY CODE
APPLIED OR WALLS.
x
PLYWO. SOFFIT
USE 7/1
6" CDX PLYWD. 32/16 ORIi 32" 053
UTIL.
W/ 9d NAILS A 6" O.C. A PANEL EDCE5 &
r /
12" O.C. IN FIELD - BLOCK ALL HORIZ. EDGE5.
3/4" EDGEGOLD
* LENGTHS OF W5P PANELS ARE SHOWN
MAIN FLR :
OVER 2 x 10 JSTS.
A EACH BRACED WALL LINE
1665 S. F•.
R-301NSUL
„ INDICATES W5P PANEL
GP AS PER SEC R602 -W.3(3)
UPPER FLR :
EXISTINQ FOUNDATION
INDICATES ALT. BRACED PANEL
GAR AS PER SEC. R6011o.6.2
ADU AREA:
15' x 7"
* INDICATES 4W.BD. INT. PANEL
780 S.F.
1-9" MIN. CLEARANCE
4B AS PER SEC R60110.3(5)
A SECTION
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THE DESIGNS, IDEAS, AND CONCEPTS SET FORTH IN THESE DRAWINGS ARE THE
EXCLUSIVE PROPERTY CARROLLTON DESIGNS. ANY USE OF SAID DRAWINGS
�AND/OR
T
iF1EIR CONTENT WITHOUT iF1E EXPRESSED WRITTEN CONSENT OF
CARROLLTONHO DESIGNS IS STRICTLY PROHIBITED LAW
THESE COPYRIGHTED DRAWINGS ALSO MAY NOT BE COPIED, DISTRIBUTED, OR
s �.
y
GENERAL
NO*'O'rL.,,S
a
v N
SOLD
WITHOUT
WRITTEN
PERMISSION
FROM
CARROLLTON DESIGNS.
R
ce
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CONTRACTOR
SHALL VERIFY AND CONFIRM ALL CONDITIONS AND DIMENSIONS
4p A
PRIOR TO START
OF WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THIS
OFFICE
FOR
CORRECTION PRIOR TO
START
OF WORK.
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