HomeMy WebLinkAboutPermit Building 2019-07-16SPRINGFIELD
OREGON
Web Address: www.springfield-or.gov
Building Permit
Residential Structural
Permit Number: 811-19-001477-STR
IVR Number: 811028837886
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-3753
Email Address: permitcenter@springfield-or.gov
Permit Issued: July 16, 2019
TYPE OF WORK
Category of Construction: Single Family Dwelling Type of Work: Alteration
Submitted Job Value: $2,000.00
Description of Work: Remove wall between kitchen and living room
JOB SITE INFORMATION
Worksite Address Parcel Owner: DENNIS M & KATHRYN A
209 GREENVALE DR 1703262205000 CARPENTER TRUST
Springfield, OR 97477 Address: 209 GREENVALE DR
SPRINGFIELD, OR 97477
LICENSED PROFESSIONAL INFORMATION
Business Name License License Number 'Phone
NEIL KELLY CO INC - Primary CCB 1663 503-288-7461
PENDING INSPECTIONS
Inspection
1999 Final Building
1260 Framing
Inspection Group
Struct Res
Struct Res
Inspection Status
Pending
Pending
1110 Footing Struct Res Pending
SCHEDULING INSPECTIONS
Various inspections are minimally required on each project and often dependent on the scope of work. Contact
the issuing jurisdiction indicated on the permit to determine required inspections for this project.
Schedule or track inspections at www.buildingpermits.oregon.gov
Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811028837886
Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store
Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on
the Issuing agency's policy.
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.
Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law
regulating construction or the performance of construction.
ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set
forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503)
232-1987.
All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010
(Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing).
Printed on: 7/16/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD
Permit Number: 811-19-001477-STR
PERMIT FEES
Fee Description
Technology Fee
Structural building permit fee
Structural plan review fee
State of Oregon Surcharge - Bldg (12% of applicable fees)
Page 2 of 2
Quantity Fee Amount
$8.17
$99.00
$64.35
$11.88
Total Fees: $183.40
Printed on: 7/16/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD
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Structural Permit Application DEPARTMENT USE ONLY
SPRINGFIELD,CITY OF r. i Permit no.19_(01�-�
225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 .oseGow
Date:
This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is
suspended for 180 days.
LOCAL GOVERNMENT APPROVAL
This project has final land -use approval.
Signature: Date:
This project has DEQ approval.
Signature:
Date:
Zoning approval verified: ❑ Yes ❑ No
Property is within flood plain: ❑ Yes ❑ No
CATEGORY OF CONSTRUCTION
[]Residential ❑ Government ❑ Commercial
JOB SITE INFORMATION AND LOCATION
Job site address: Sol cirff4vale,
City: ISP r• R State: ok lzjp:qVq
Subdivision: Lot no.:
Reference: Taxlot:
PROPERTY OWNER
Name: L
Address: ,lam
City: r j State: I ZIP. *7 Q
Phone: F Fax: - -
E-mail
Building Owner or Owner's 4ent authorizing this appli tion:
Sign here:
❑ This installation is being made on residential or farm property owned by
me or a member of my immediate family, and is exempt from licensing
requirements under ORS 701.010.
CONTRACTOR INSTALLATION
Business name:Ale;
Address:
City:
State: ZIP_ rf D
Phone:
Fax:
E-mail:
LJ
CCB license no.: 6
Print name:
Signature
SUI3CONTRACTOR INFdAMATION
Name
CCB License #
Phone Number
50 —
qot- X565
Electrical
M2-- fbCki&
Plumbing
&a4h
Occupancy
5
4r 6 04
Mechanical
Cc"(+
(;4(
1 - D fO O
Last edited 5-5-2017 BJones
FEE SCHEDULE
1. Valuation information
(a) Job description: retA p Ile
l -k
Occupancy
Construction type: LJ
Square feet: (017
Cost per square foot: ,
Other information:
Type of Heat:
Energy Path:
❑ new iteration ❑ addition
(b) Foundation -only permit? ❑ Yes ❑ No
Total valuation:
$
2. Building fees
(a) Permit fee (use valuation table):
$
(b) Investigative fee (equal to [2a]):
$
(c) Reinspection (S per hour):
(number of hours x fee per hour)
$
(d) Enter 12% surcharge (12 x [2a+2b+2c]):
$
(e) Subtotal of fees above (2a through 2d):
$
3. Plan review fees
(a) Plan review (65% x permit fee [2a]):
$
(b) Fire and life safety (66% x permit fee [2a]):
$
(c) Subtotal of fees above (3a and 3b):
$
4. Miscellaneous fees
(a) Seismic fee, 1% (.O1 x permit fee [2a]):
$
(b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c])
$
TOTAL fees and surcharges (2e+3c+4a+b):
$ Ig J.
41
July 12, 2019
Re: 209 Greenvale Drive
Springfield, Oregon
David,
At your request, we have provided a calculation for a new ceiling beam. See the attached
plan markup for construction requirements. Connection details and supporting
calculations are also attached.
LB Engineering, INC. has not performed an architectural or structural review of any
other parts of the structure. LB Engineering, INC. does not guarantee or warrantee
existing conditions, or any other portions of the structure.
Please feel free to contact us if you have any questions.
Donald Palmer, P.E.
LB Engineering, INC.
(541)-317-2939
Donnie@lbeng.com
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ALL FLASHING, SEALING,
WEATHERPROOFING,
INSULATION, AND
FINISHES ARE BY OTHERS.
., .. a ...
e•
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POST PER PLAN
(2)-10d COMMON (3x0.148'7
FROM EACH BLOCK TO POST
BLOCK EACH SIDE OF POST AND NAIL
FLOOR SHEATHING TO BLOCKING WITH
8d COMMON (2.5"x0.131") AT 6" O.C.
FLOOR SHEATHING
- EXISTING FLOOR JOISTS
(MAY VARY)
- SIMPSON RPBZ BASE AT ONE
CORNER WITH 3/8"x4" TITEN-HD
ANCHORS INTO FOOTING
- CONCRETE FOOTING PER PLAN
PER PLAN PLACE FOOTING ON COMPETENT
UNDISTURBED NATIVE SOILS
CENTERLINE OF
UPPER/LOWER POST AND
FOOTING SHALL MATCH,
ISOLATED POST AND FOOTING AT FLOOR_;••.:,
SCALE: N.T.S. - . • • • • . *00
. • • • . •
NEW BEAM PER PLAD'
CUT BACK EXISTING
CEILING JOISTS AND
HANG FROM NEW BE
WITH HANGERS PER
CEILING JOIST TO NEW BEAM
SCALE: N.T.S.
ALL FLASHING, SEALING,
WEATHERPROOFING,
INSULATION, AND
FINISHES ARE BY OTHERS.
AT EXISTING ROOF
BRACES, PROVIDE NEW
LU26 HANGERS TO BEAMS
LSTA18 STRAP FROM EACH
CEILING JOIST TO CEILING
JOIST ACROSS BEAM
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PROJECT #:
PROJECT NAME:.
LOCATION:
-ir
INC, By
SHEET:. OF
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Cps-,
I�,o) Boise Cascade
BC CALC® Member Report
Build 7192
Job name:
Address:
City, State, Zip:
Builder:
Code reports: PR -1-313
Single 3-1/2" x 9" BOISE GLULAW 24F-V4/DF
RB01 (Roof Beam)
Dry I 1 span j No cant.
File name:
Description:
Specifier:
Designer: DONNIE P
Company:
'e::�l0
12
PASSED '7
July 12, 201913:52:50
Cautions
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge
load.
Notes
Design meets User specified (L/240) Total load deflection criteria.
Design meets User specified (L/360) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is braced at all supports. See engineering report for the unbraced length.
BC CALC® analysis is based on IBC 2015.
Design based on Dry Service Condition.
Page 1 of 1
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriatS ;' • •
eupetttoassurs its �deuack prior tri • • • *'
anyaae rel�ng on sucR joutij as • • e • o e
evil ;ngg 9f suitability for a J*ticular 099*
apMication.•fhe output here is based on
building code-accepipd desjgn &0:0%
•
properties and analysis methods. ..
Instaliatioa of Boise Cascade , . • • 0:
englneelbdtvood products 1mst be in •
acoo'rdance with currepwn•st4lation • • • -
Gutiill JAd'4)pllcable building codes. To • • • •
obtain nsiallation Guide or ask • •
quP.4W,pJease c41s3Q9)P32-0788 • ....
before4instaliation. •
BC CALC®, BC FR®,•AJSTu • • • •
ALUOISTO , BC RIM BOA�2D-, BCM,
BOISE GLULAM'm, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUSO ,
B1
09-01-03
82
Total horizontal Product Length
= 09-01-03
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live
Dead
Snow
Wind _
Roof Live
T131, 33-1/2"
1388/0
1427/0
1738/0
B2, 3-1/2"
1388/0
1427/0
1738/0
Load Summary
Live Dead
Snow Wind Roof Tributary
Live
Tag Description
Load Type
Ref.
start End
Loc. _100% 90%
115% 160% 125%
0 Self -Weight
Unf. Lin. (lb/ft) L
00-00-00 09-01-03
Top 8
00-00-00
1
Unf. Lin. (lb/ft). L
00-00-00 09-01-03
Top 305 306
382 n1a
Controls Summary
Value
%Allowable Duration
Case Location
Pos. Moment
7736 ft -lbs
72.7%
115%
6 04-06-10
End Shear
2908 lbs
45.4%
115%
6 01-00-08
Total Load Deflection
U382 (0.272")
62.9%
nla
6 04-06-10
Live Load Deflection
U614 (0.169")
58.6%
n1a
12 04-06-10
Max Defl.
0.272"
27.2%
nla
6 04-06-10
Span 1 Depth
11.5
% Allow % Allow
Bearing Supports
Dim. LxWValue
Support Member
Material
B1 Wall/Plate
3-1/2" x 3-1/2"
3771 lbs
49.3% 47.4%
Douglas Fir
B2 Wall/Plate
3-1/2" x 3-1/2"
3771 lbs
49.3% 47.4%
Douglas Fir
Cautions
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge
load.
Notes
Design meets User specified (L/240) Total load deflection criteria.
Design meets User specified (L/360) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Calculations assume member is braced at all supports. See engineering report for the unbraced length.
BC CALC® analysis is based on IBC 2015.
Design based on Dry Service Condition.
Page 1 of 1
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriatS ;' • •
eupetttoassurs its �deuack prior tri • • • *'
anyaae rel�ng on sucR joutij as • • e • o e
evil ;ngg 9f suitability for a J*ticular 099*
apMication.•fhe output here is based on
building code-accepipd desjgn &0:0%
•
properties and analysis methods. ..
Instaliatioa of Boise Cascade , . • • 0:
englneelbdtvood products 1mst be in •
acoo'rdance with currepwn•st4lation • • • -
Gutiill JAd'4)pllcable building codes. To • • • •
obtain nsiallation Guide or ask • •
quP.4W,pJease c41s3Q9)P32-0788 • ....
before4instaliation. •
BC CALC®, BC FR®,•AJSTu • • • •
ALUOISTO , BC RIM BOA�2D-, BCM,
BOISE GLULAM'm, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUSO ,
[ )Boise Cascade Single 4 x 4 DFL #2 PASSED Q
CL01 3
BC CALC® Member Report Dry 108-00-00 July 12, 2019 14:01:14
Build 7192
Job name: File name:
Address: Description:
City, State, Zip: Specifier:
Builder: Designer: DONNIE P
Code reports: WCLIB/WWPA Company:
Load Summary Live Dead Snow Wind Roof
Live
Tag Description Load Type Start End 100% 90% 115% 160% 125°k
1 Conc. Pt. (lbs) Me nla 1388 1427 1738
Bracing Elevation Sheathing
Top 08-00-00
Base 00-00-00
3.5"
3.5"
E (Left -Right) = 0.585" I
E (Front -Back) = 0.585'
Controls Summa
Value
°k Allowable Duration
case TOP 0.00
Axial Compression
3794 lbs
53.5% 115%
3
Axial Compression and Bending Front -Back
nla
72.5% 115%
3
Axial Compression and Bending Left -Right
n1a
72.2% 115%
3
Slenderness Ratio
27.43
54.9% n1a
0
Bearing Supports Dim. LxW Value
%Allowable
Duration Material
9999••
Wall 3-1/2" x 3-1/2" 3794 lbs 49.6%
115% Douglas Fir
Notes
Allowable loads are based on a minimum eccentricity of 0.167 multiplied by the column thickness or
width (worst case).
BC Calc does not perform shear wall or connection design for in -plane load transfer.
The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output
shown above. All other support and design for these products, including but not limited to notching,
connections, installation, and engineer/architect certification is the responsibility of the project's design
professional of record.
BC CALC® analysis is based on IBC 2015.
Disclosure
Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA).
Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate
expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular
application. The output here is based on building code -accepted design properties and analysis methods.
Installation of Boise Cascade engineered wood products must be In accordance with current Installation Guide and
applicable building codes. To obtain Installation Guide or ask questions, please calf (800)232-0788 before
installation.
BC CALC®, BC FRAMER®, AJS-. ALLJOISTO , BC RIM BOARD-, BCI®, BOISE GLULAM"", BC FloorValue®
, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of
Boise Cascade Wood Products L.L.C.
Page 1 of 1
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ENGINEERING. INC.
CONCRETE PAD FOOTING CALCULATIONS
PAD FOOTING DESIGN CRITERIA
LABEL
T (in)
D (in)
B (in)
WT (Ib)
Pa (Ib)
Pu (Ib)
CAPACITY (Ib)
1.5
10
6.75
1.5
281
3,093
4949
3,093
2.0
10
6.75
2
500
51500
8800
5,500
2.5
10
6.75
2.5
781
8,593
13749
8,593
3.0
10
6.75
3
1125
12,375
19800
12,375
3.5
10
6.75
3.5
1531
16,843
26949
16,843
4.0
10
8.75
4
2000
22,000
35200
22,000
4.5
10
8.75
4.5
2531
27,844
44550
.27,844
5.0
12
8.75
5
3750
33,750
54000
33,750
5.5
12
8.75
5.5
4538
40,838
65340
40,838
6.0
14
8.75
6
6300
147,700
76320
47,700
PAD FOOTING SHEAR CALCULATIONS
PAD FOOTING MOMENT CALCULATIONS
LABEL
ONE WAY SHEAR
d (in)
TWO WAY SHEAR
MIN. As/ft
LABEL
I Vu (psi)
I Vc (psi)
Vc%Vn
Vu (psi)
Vc (psi)
Vc/Vn
1.5
10.65S
75
0.009
11.428
150
0.076
2.0
6.984
75
0.093
24.311
150
0.162
2.5
14.185
75
0.189
40.477
150
10.27
3.0
19.643
75
0.262
61.286
150
0.409
3.5
27.499
75
0.367
85.934_
150
0.573
4.0
33.175
75
0.442
113.209
150
0.755
4.5
39.286
75
0.524
145.471
150
0.97
5.0
31.667
75
0.422
115.2
150
0.768
5.5
36.667
75
0.489
139.394
150
0.929
6.0
30.515
75
0.407
1114.839
1150
10.766
PAD FOOTING MOMENT CALCULATIONS
LABEL
Mu (k4t/ft)
d (in)
Ru (psi)
MIN. As/ft
As/ft
BARS EW
Phi Mn STRESS RATIO
1.5
0.401
7
9.102
0.216
0.267
(2)-94
8.024
0.05
2.0
0.802
7
18.195
0.216
0.3
(3)-#4
8.974
0.089
2.5
1.341
7
30.397
0.216
0.24
(3)-#4
7.255
• • 0.185
3.0
2.017
7
45.74
0.216
10.267
(4)-#4
8.024
0.251 r •
3.5
2.83
7
64.164
0.216
0.229
(4)-#4
6.923
:" C.409
4.0
13.782
7
85.75
0.216
0.25
(5)-#4
7.544
0.501
4.5
4.87
7
110.437
0.216
0.222
(5)-#4
6.739
Q.723 •
5.0
5.985
9
82.099
0.259
0.31
(5)-#5
12.046
•• 0:{97 .•_V.
5.5
7.323
9
100.45
0.259
10.282
1(5)-#5
10.993
• • • 0. 66 i
6.0
8.633
11
79.273
0.302
10.31
(6)-#5
114.836
Q.582
0
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AS BUILT PLAR
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110" ` 30"
14 4"
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I I
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16'-i" X 11'-5" /
/ LAMINATE /
abbe I I
3/4'I— 35"
533/4
33"
14 $/4"
199"
LIVING
13'-5" X 1 V-0"
HA RD1NOOD
215 1/2"
102" 29 1/2"
— T`
DINING
13'-0" X 21'-10"
LAMINATE
0
N
N
LIIIIIIIIII
DATE RECEIVE JOB NO.�-*n
ZONE _OCCUPANCY GROUP {Z' -S
UNIT OCCUPANCY LOAD
STORIES 1 TYPE CONSTRUCTION
LEGAL DESCRIPTION 17�^-712 tZZZ,0500^
ADDRESS io!q n4awAIL--m .
OWNER s° -m C�a�
THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH
ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT.
CHANGES OR ALTERATIONS MADE TO THE APPROVED
DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE
APPROVED BY THE BUILDING OFFICIAL.
CITY O SP�INGFIEW-, OREGON
APPROVED BY / DATE(W 4& A 9
2666
HAIZDINOOD
v
2
2668 2668
h
ENT �
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SLATE
r
o /
\ 9066
127 1/2" i 40 1/2"
181/4"103/8"25/6" 3/4"
— 234 1/2"
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
flEU/EWED F0,
CODE CONK /AlI
THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOTTO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
7
►� PAGE
1OF18
CARPENTER
REMODEL
April 22, 2019
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THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOTTO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
7
►� PAGE
1OF18
CARPENTER
REMODEL
April 22, 2019
•
EXISTING YNALL
DEMO WALL
NEW FRAMED YNALL
9066
2666
- REMOVE EXISTING LAMINATE FLOORING AND BA5EBOARDS FROM
THE KITCHEN, DINING ROOM, AND HALLWAY TOWARDS BEDROOMS.
- REMOVE EXISTING SLATE FLOORING AND BA5EBOARD5 FROM THE
ENTRY.
- REMOVE EXISTING APPLIANCES.
- REMOVE EXl5TING LAMINATE COUNTERTOPS, 5ACK5PLA5H, DROP-
IN SINK, AND FAUCET.
- REMOVE ALL EXISTING CABINETRY.
- REMOVE EXISTING LIGHTING FIXTURES FROM KITCHEN, AND
CEILING FAN FROM THE BREAKFAST NOOK.
- REMOVE EXHAU5T FAN/HOOD.
- RETAIN (2) EXISTING WINDOY45.
- REMOVE (2) EXISTING POCKET DOORS.
- REMOVE YNALL SECTION, PER PLANS.
OPTIONS
- REMOVE EXISTING LAMINATE FLOORING AND BASEBOARD5 FROM
LAUNDRY ROOM
- REMOVE EXI5TING HARDWOOD FLOORING AND BA5EBOARD5 FROM
LIVING ROOM AND HALLWAY TO BEDROOM.
- REMOVE ALL DOOR AND WINDOW CASINGS FROM KITCHEN, LIVING
ROOM, DINING ROOM, HALLWAY TO BEDROOM, ENTRY, AND LAUNDRY
ROOM.
INITIAL
DEMO PLAN
SCALE: 1/4" = 1'-0"
—RETAIN EXISTING WINDOWS
KITCHEN
16'-1" X 11'-5"
LAMINATE
U REMOVE EXISTING DOORS
2666
REMOVE
WALL
5E(
will
LIVING
13'-5" X 18'-0"
LAM I NATE
I
ENTRY
X
SLATE -
9066
DINING
13'-0" X 21'-10"
LAMINATE
/`v
b1cl, I
2668
HARDWOOD
2666
00••00
00.00
•• 00
THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOTTO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PFRMICCInm FRnnA TNF AICA vri i v rnhADAMv
DESIGN/BUILD
REMODELING
2817 OAK STREET
EUGENE, OR 97405
PHONE: (541) 683-6085
OR CCB #001663
DRAWN: 3/22/2019 ARS
REVISED: 4/11/2019 ARS
REVISED: 4/20/2019 ARS
REVISED: 5/29/2019 ARS
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
PAGE
2OF18
CARPENTER
REMODEL
April 22, 2019
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PAGE
2OF18
CARPENTER
REMODEL
April 22, 2019
3069
REMODEL PI 'AN
SCALE: 1/4" = 1'-0"
N
m
N
q
95 3/4" —14 1/2" �- 30"
1/4" 79" 33 /4" 5T2/2'
I I I
VI11ac
1
355-
5-11/2"
55"
571/2"
E7
KITCHEN
2669
_T_ -r -
- I I I I
NEW HINGED
DOOR L
2666
NEW CASED
OPENING
I I
�– NEW PASS- ROL
54" 3
2" 43/4
-100"
104 3/4" - Nk
DINING
16'-1" X 15'-8"
zz:: 202 5/8" -
I
215 1/4"
103 3/4"
LI INC
29'-7' X 21'-10"
25
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THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOTTO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
F
ELECTRICAL LEGEND
All new and reworked outlets in kitchen
and bathrooms to be on GFCI
All new and reworked outlets in
bedrooms to be on AFCI
Single Pole Switch _69-
110v Fourplex Outlet
3 -way Switch 1609-
4 -way Switch %9_
Switch - Dimmer 069 -
Switch -Timer t(9-
11 Ov Duplex Outlet
110v Fourplex Outlet
Exhaust Fan only
Exhaust Fan/Light
11 Ov Floor Outlet
Q
220v Outlet
Cable TV
Appliance Circuit
Smoke Detector
Ceiling Light Fixture
Wall Light Fixture
Pendant Light
Light Head
Recessed Light Fixture
Under -cabinet Light CC===
Puck Light Q
Garbage Disposal
0
Exhaust Fan only
Exhaust Fan/Light
Telephone
r�—
Cable TV
k
Smoke Detector
Junction Box
C
c
New
Existing E
Relocated R
ELECTRICAL PLAN
SCALE: 1/4" = V-0"
KITCHEN
DINING
112
THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOT TO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
DESIGN/BUILD
REMODELING
2817 OAK STREET
EUGENE, OR 97405
PHONE: (541) 683-6085
OR CCB #001663
DRAWN: 3/22/2019 ARS
REVISED: 4/11/2019 ARS
REVISED: 4/20/2019 ARS
REVISED: 5/29/2019 ARS
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
PAGE
4 OF 18
CARPENTER
REMODEL
April 22, 2019
L
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;
ELEVATIONS
SCALE: 1/2" = 1'-0"
33" 1 b 1/2" 18" 2 " - 3 " 18" 34
110 1/4" 30" — - 84 1/2"
THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOTTO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
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AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOTTO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
3
ELEVATIONS
SCALE: 1/2" = 1'-0"
E
CI m
zt
m
0
m
261 /2" —1 3/8" 24 5/8"
24"26"
21/2-1
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3-11/2"
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DOOR
L
74 1/2"
NEW SOFFIT
NEW
e
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GAS
r� RANGE
u
37 1/2" 15 1/2"
1"
121 1/2"
164 1/2"
43"
a,v �mc"- W
r
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THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOT TO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
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AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOT TO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
102 1/6"
ELEVAIIQNS
SCALE: 1/2" = 1'-0"
4"
2" 2
22"
202 1/6"
NEW BEAM IN CEILING WITH
SIMPSON HANGERS ON EACH
SIDE OF BEAM, TIED TO EXISTING
CEILING JOISTS
NEW 4X4 POST TIED TO
EXI5TIN6 FOUNDATION
• •
• • .
THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOT TO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
DESIGN/BUILD
REMODELING
2817 OAK STREET
EUGENE, OR 97405
PHONE: (541) 683-6085
OR CCB #001663
DRAWN: 3/22/2019 ARS
REVISED: 4/11/2019 ARS
REVISED: 4/20/2019 ARS
REVISED: 5/29/2019 ARS
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
PAGE
7OF18
CARPENTER
REMODEL
April 22, 2019
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PAGE
7OF18
CARPENTER
REMODEL
April 22, 2019
ELEVATIONS
SCALE: 1/2" = 1'-0"
/Y-- K J��
118"
24" 55 7/S"41 " — I
41— 31 1/2"
3"
THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT.
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY, THEY ARE NOT TO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN
PERMISSION FROM THE NEIL KELLY COMPANY.
DESIGN/BUILD
REMODELING
2817 OAK STREET
EUGENE, OR 97405
PHONE: (541) 683-6085
OR CCB #001663
DRAWN: 3/22/2019 ARS
REVISED: 4/11/2019 ARS
REVISED: 4/20/2019 ARS
REVISED: 5/29/2019 ARS
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
PAGE
8 -OF 18
CARPENTER
REMODEL
April 22, 2019
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8 -OF 18
CARPENTER
REMODEL
April 22, 2019
a
r
s
DESIGN/BUILD
REMODELING
2817 OAK STREET
EUGENE, OR 97405
PHONE: (541) 683-6085
OR CCB #001663
DRAWN: 3/22/2019 ARS
REVISED: 4/11/2019 ARS
REVISED: 4/20/2019 ARS
REVISED: 5/29/2019 ARS
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
REVISED:
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PAGE
ELEVATIONS THESE PLANS ARE DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON RESIDENTIAL SPECIALTY CODE 9 OF 18
AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE AND ANY OTHER AMENDMENTS AND SUPPLEMENTS CURRENTLY IN EFFECT. CARPENTER
SCALE: i/2" = i'-0" REMODEL
THESE PLANS ARE THE SOLE PROPERTY OF NEIL KELLY COMPANY INC. AND ARE FOR OUR USE ONLY. THEY ARE NOTTO BE
REPRODUCED OR USED FOR ESTIMATING, BIDDING, PERMIT, OR CONSTRUCTION BY ANY OTHER PARTIES WITHOUT WRITTEN Aril 22 2019
PERMISSION FROM THE NEIL KELLY COMPANY. P