HomeMy WebLinkAboutPermit Building 2019-09-11SPRINGFIELD
OREGON
Web Address: www.springfield-or.gov
Building Permit
Residential Structural
Permit Number: 811-19-001996-STR
IVR Number: 811095689650
Permit Issued: September 11, 2019
TYPE OF WORK
Category of Construction: Detached Accessory Struct Type of Work: New
Calculated Job Value: $6,823.60
Description of Work: New Carport - 280 sgft
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-3753
Email Address: permitcenter@springfield-or.gov
I JOB SITE INFORMATION
Worksite Address Parcel Owner: HORTON DON M
6492 MAIN ST 1702344204500 Address: 780 S 57TH ST
Springfield, OR 97478 SPRINGFIELD, OR 97478
LICENSED PROFESSIONAL INFORMATION
Business Name License License Number Phone
OWNER - Primary CCB 000000
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: 811095689650
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: 9/11/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD
Permit Number: 811-19-001996-STR
Page 2 of 2
PERMIT FEES
Fee Description
Quantity
Fee Amount
Technology Fee
$20.87
Plan Review - Minor, City
1
$141.00
SDC: Improvement Cost - Local Wastewater
122.36
$122.36
SDC Credit: Reimbursement Cost - Local Wastewater
10.33
$10.33
SDC: Reimbursement Cost - Local Wastewater
84.28
$84.28
Fire SDC - New Res Construction Sq Ft fee - enter sq ftg
280
$16.80
Structural building permit fee
$167.50
Structural plan review fee
$108.88
State of Oregon Surcharge - Bldg (12% of applicable fees)
$20.10
Total Fees:
$692.12
VALUATION INFORMATION
Construction Type Occupancy Type Unit Amount Unit
Unit Cost
Job Value
VB U Utility, misc. - 280.00 Sq Ft
$24.37
$6,823.60
half rate
Total Job Value: $6,823.60
Printed on: 9/11/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD
a
Y () n U) O
M
Cl)
O
LO
1�
O
N
O_
0~0
O
OpD
co
O�
C
LA O' iD
O
E co
-
co
CN
•C
u = N
m
E,9
69
rEfi
Z9
�
69
fA
C
LL 0^
N
69
V
o
a '^ .
c0
d
N W
._
>
C N m
�
C
a
Us
C
Ln
@%
0
m (na
C
N
_O
(U
(J
Y
(UCL
0
CZ
N
C O
O
co
CD
Cl)
O
h
O
7LO
N
Cl)
Cl)
O
M
M
OC~
D
N
O0D
N
O
;Y
N
O
61)E»
ifl
69u9
i»
d
LL
CD
p
O
O
p
m
0
co
O
O
O
O
M
O
O
O
O
00
CO
OD
O
O
O
O
CD
CO
O
i
O
i
O
N
,
N
rl
O
O
O
O
d N
O
�
co
LO
N
N
N
G �
N
U
O
O
O
O
O
O
O
O
rQ.
OO
O
O
r-
OOO=
O O
O
r
O
O
O
O
O
O
O
O
O
M
r
r
r
O
O
O
V
cm
r
Q N
OND
CD
(D
O
d
�
?cmi
�+
d
a�
ai
r CL
o
a�
J
•V
d
�
—
_
O
O
O
O
U
U
r
a�
CD
0
2
y
O
E
w
c
r
U
o
m
La
U
U
2
U
_
7
.0
co
m
CA
E
C
C
a�,
E
aD
T
°'
3
Oro
tm
O) r-
>
O
•- a)
3
z
O
.� m
O
E w
m
Q
m
N
>
O
O
U
rn
° :3O
mcr
D
to
�? .2C7
w
U
U in
c
U `m
O
m
o 05
m Q
U m
p m
cn
p
N
p m
U
m
d
aUi
H
c
LL N
-�
0)
t�
O)
C
a
U
-
U)
m
O
O
O
O
LL
z_
A W
W
Q
Q
Q
W
Q
Cn
Q
O
O
O
CD
Cl)
O
O
O
O
O
N
M
Cl?
O
O
O
Z
>
iy p
M�
r
r
N
O
r
r
O
co
O
r
O
O
Q
W
�1%3
O
IO
NIq
N
N
Y.
z0
CT
MCD
p
Z
C
D
w
O_
to
.N
v 0
O
O
O
O
O
O
O)
d
�
H rn
rn
rn
rn
rn
rn
rn
rn
a
r
z
U-
E E
m
C)
-o
d
a`
Structural Permit Application
225 Fifth Street ♦ Springfield, OR 97477 • PH(541)726-3753 ♦ FAX(541)726-3689
SPRINGFIELD DEPARTMENT USE ONLY
f ` Permit no.: 11-0 � (
oas�dN `v
Date: a is Q I tC�
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: 2 M&A S
City: I State: 6)2—ZIP:(77
Subdivision: Lot no.:
Reference:
Taxlot:
PROPERTY OWNER
Name: 'n ir' Ov-%
Address: So -6
City: State: d /Z
ZIP: %
Phone:j y f j i `��D�`jJ Fax: - -
E-mail: on m p i p mo- i. Co m
Building Ow or Owner's agen uthot .ing this application:
Sign here:. in^ •�'-
❑ This insta a ron 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:
Address:
City: State:
ZIP:
Phone: - - Fax: - -
E-mail:
CCB license no.:
Print name:
Signature:
SUB -CONTRACTOR INFORMATION
Name CCB License # Phone
Electrical
Plumbing
Last edited 5-5-2019 BJones
78
U-1
Mechanical
FEE SCHEDULE
1. Valuation information
(a) Job description: 4tu-) 5± r
Occupancy
Construction type:
Square feet:
Cost per square foot:
Other information:
Type of Heat:
Energy Path:
❑ new ❑alteration ❑ addition
(b) Foundation -only permit? ❑ Yes ❑ No
Total valuation: $ AJ
2. Building fees
(a) Permit fee (use valuation table):
$
(b) Investigative fee (equal to [2a]):
$
(c) Reinspection ($ 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 (65% x permit fee [2a]):
$
(c) Subtotal of fees above (3a and 3b):
$
4. Miscellaneous fees
(a) Seismic fee, 1 % (.01 x permit fee [2a]): $
(b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $
TOTAL fees and surcharges (2e+3c+4a+b): $
i
J
Structural Permit Application
225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689
SPRINGFIELD DEPARTMENT USE ONLY
6(' Permit no.. �q--00 ml,� 6
,, .ORaG6ri
Date: t)
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:
This project has DEQ approval.
Signature:
Date:
Date:
Zoning approval verified: ❑ Yes ❑ No
Property is within flood plain: ❑ Yes ❑ No
CATEGORY OF CONSTRUCTION
esidential ❑ Government ❑ Commercial
JOB SITE INFORMATION AND LOCATION
Job site address: Z Y\ -
City: State: ZIP:
City:
Subdivision: I Lot no.:
Reference: Taxlot:
PROPERTY OWNER
Name: 0014\ "V 1r.A_C
Address:
City: f-; C, aZ ,at State: (7 ZIP:
Phone: �� 1 - q - b 5t Fax: - -
E-mail:
Building Owner or Owner's agent authorizing this application:
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:
Address:
City: State: ZIP:
Phone: - - Fax: - -
E-mail:
CCB license no.:
Print name:
Signature:
SUB -CONTRACTOR INFORMATION
Name
CCB License #
Phone
Electrical
_
Occupancy
Construction type:
Plumbing
Cost per square foot:
Other information:
Last edited 5-5-2019 BJones
10
t
Mechanical
FEE SCHEDULE
1. Valuation information
(a) Job description:( " _&_
_
Occupancy
Construction type:
Square feet: Z
Cost per square foot:
Other information:
Type of Heat:
Energy Path:
❑ new ❑alteration ❑ 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 ($ 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 (65% 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])
$
XOTAL fees and surcharges (2e+3c+4a+b):
$
431e.. 'M "r*U&C_ Z 194 moa` mat `o� N L -- TLS
VIA 6 1A /L A -r 4MCAUNla", .- M060 -Ka
VftM V%r -CRA-r -rt•14 Y "AV is ft@ N
04ruet V IIS,
)NI
Property Owner Statement
Regarding Construction Responsibilities
Oregon Law requires residential construction permit applicants who are not licensed with the
Construction Contractors Board to sign the following statement before a building permit can be
issued. (ORS 701.325 (2))
This statement is required for residential building, electrical, mechanical, and plumbing permits.
Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not
submit this statement. This statement will be filed with the permit.
Please check the appropriate box:
1-1 1 own, reside in, or will reside in the completed structure and my general contractor is:
Name CCB# Expiration Date
I will inform my general contractor that all subcontractors who work on the structure must be
licensed with the Construction Contractors Board.
or
otI will be performing work on property I own, a residence that I reside in, or a residence that I will
reside in. If I hire subcontractors, I will hire only subcontractors licensed with the Construction
Contractors Board. If I change my mind and hire a general contractor, I will select a contractor
who is licensed with the CCB and will immediately give the name of the contractor to the office
issuing this Building Permit.
I have read and understand the Information Notice to Homeowners About Construction Responsibilities,
and I hereby certify that the information on this homeowner statement is true and accurate.
Print Name of Permit Applicant f
D
Signature of Permit Applicant Date
Permit #:
Address: \
R
Issued by' �Wu� Date:
�'11tt1+�
This Copy for Permit Offices
Information Notice to Owners About
Construction Responsibilities
(ORS 701.325 (3))
Homeowners acting as their own general contractors to construct a new home
or make a substantial improvement to an existing structure, can prevent many problems
by being aware of the following responsibilities:
• Homeowners who use labor provided by workers not licensed by the Construction Contractors
Board, may be considered an employer, and the workers who provide the labor may be considered
employees. As an employer, you must comply with the following:
• Oregon's Withholding Tax Law: Employers must withhold income taxes from employee wages
at the time employees are paid. You will be liable for the tax payments even if you don't actually
withhold the tax from your employees. For more information, call the Department of Revenue at
503-378-4988.
• Unemployment Insurance Tax: Employers are required to pay a tax for unemployment insurance
purposes on the wages of all employees. For more information, call the Oregon Employment
Department at 503-947-1488.
• Oregon's Business Identification Number (BIN): is a combined number for both Oregon
Withholding and Unemployment Insurance Tax. To file for a BIN, go online to the Oregon Business
Registry. For questions, call 503-945-8091.
• Workers Compensation Insurance: Employers are subject to the Oregon Workers Compensation
Law, and must obtain Workers Compensation Insurance for their employees. If you fail to obtain
Workers Compensation Insurance, you could be subject to penalties and be liable for all claim costs
if one of your workers is injured on the job. For more information, call the Workers Compensation
Division at the Department of Consumer and Business Services at 800-452-0288.
• Tax Withholding: Employers must withhold Social Security Tax and Federal Income Tax from
employee wages. You may be liable for the tax payment, even if you didn't actually withhold the tax.
For a Federal EIN number, go online to .irs. v.
Other Responsibilities of Homeowners:
• Code Compliance: As the permit holder -for a construction project, the homeowner is responsible
for notifying building officials at the appropriate times, so that the required inspections can be
performed. Homeowners are also responsible for resolving any failure to meet code requirements
that may be found through inspections.
• Property Damage and Liability Insurance: Homeowners acting as their own contractors should
contact their insurance agent to ensure adequate insurance coverage for accidents and omissions,
such as falling tools, paint overspray, water damage from pipe punctures, fire, or work that must be
redone. Liability Insurance must be sufficient to cover injuries to persons on the job site who are not
otherwise covered as employees by Workers Compensation Insurance.
• Expertise: Homeowners should make sure they have the skills to act as their own general
contractor, and the expertise required to coordinate the work of both rough -in and finish trades.
CONSTRUCTION CONTRACTORS BOARD
PO Box 14140, Salem, OR 97309-5052
Telephone: 503-378-4621 — Fax: 503-373-2007
Website Address: www orecon.9.oyLmb
This Copy for Permit
v
co
0
4
7
m
n
0
C
CD
m.
v
'O
�1
O
OD
co
O
T OD —�
N p�
Nw
7 O Cif
� O
(p 3
O 01
Q
O
O � _
O- p
�- o
m
v
c
0
N
01
O
cn v
C N
C7
C
� � 7
II1 N
(C 7
fDCD
�
_ <
0
-I m
0 co
z
v
0
z
� n
6 0
o �
CD
o �
PO O
N CL.
CA 0
rn
O
N
O
W
O
T1
m
fH CD
s 0
O3
po O
OD C
OD rt
N
7
D
3
O
C
7
T
0
64m
4.9O
co � 3
O O
co00 C
OD a
co
CD
N
0
;•l
O
ID v
rr (D
�y
N O
7 a
N N
� N
0
co
Z
Q
O
4aL^v
GI
r0
CJ O_CD
fC/)
m O
v
A fD
A Ul
Q
b
G t„
m
r
o y
CD
m �=
v
? A
O
o
o
D
O N
<
_
O
D
z
NA
N
CD
cn
ha
M
t0
N
7
(Q
Cf
CD
O.
0
X
co
v
A
v
W
a
ID v
rr (D
N O
7 a
N N
^N
Cl a 7r
0
co
•G
j' U1 N N -
co
4aL^v
rT c
fC/)
m O
v
O N p 7 n
O' T 'D
3
co
N O,
CD
O V1 V
< W V rOr N
O_
pZ
c
o
to
3cr
-
O
coCc
NA
N
CD
ha
M
t0
N
w
V
rqL
a
ID v
rr (D
N O
7 a
N N
^N
Cl a 7r
7
•G
j' U1 N N -
O
4aL^v
rT c
fC/)
m O
v
O N p 7 n
O' T 'D
3
co
N O,
CD
O V1 V
< W V rOr N
O_
n v -
rD
n al
� 0 <
� N r
ID rt
rn+ o (
r � c
O 0
UQ O
rD f
� f
rD O S
(D D "s
rt n z
O n s
CL fD
a)
S
N
CL r+
a) 0
r+ rD r
`D rD -
C `
OCr r -
(D
r+ �
S
CD ii
"I _
(D f
0- C
rD
O f
� D
rD
L
r+ f
S
(D n
-O
� C
0 _
N -
�. n
c C
fD C
L
n
n
t D
u Ci al
3 01 ID
— N
u 0
3 N fD
(D
rt
+ N
T pl f
D = f
O (D
D fD ?
CD
L O `
D fD of
++
S n O f
(D O
r+ �
D N C
n r
-n r
3 �
_. fD
y
Ln C
� N C
n
fD s
) CD pG -
3 rD
+ Sv o- [
r o c
CL �
d
3 Q
0-
rD
N -
i y. n
i 0 r
r fro c
N L
s rD 3 p
6
=5
r+ O rD
rD rD
fD r
> rO1r D O
O 0) _Q f
7p 3 DJ
i n
L C rD r
Z l7
fD
s 3
(D n
� f
n
r
rD
N or
. w _
S 0
L CL
co C
s v s
L �
o
O s
3 c
O 7'
=r=
S S S 3
n 0 fL rD rD rD (D v rD rD rD ID n' rD fD
C 0 (D .1 n n n n� n n n n v m n n
CL �, � ;,7,X, ;rrD -z —�
N N O 0-
7.
O O O O n 0 O
v al O _� °1 (D = N
m Q- (DI 0 vol o d c 33 �' (D z fL I
i O- r�'+r 3 C rQ N f�D N 7 rD C� n• rD
T to (�D O N �_ N 0 N al (D
n CL 3 rD ? S rD � a) W m 0) O f^ Ln v asrD
En
j [D C (D < rD — 1 0 CD r r (D O _
3 o G fD < N O Oli ° (D pnj O fD 7 C.
2 r0r O C O 0l 3 w 7 N dq
rD rD CL`rD
cr 0 CD UQ
rr
rD j N r+ N ((D r0+ ti N 0 SL
0 <
n ° D +
r+ rD �°
O K
�
d
( n Orr v r " C L
7cr
a D
o
n o Ln FrD A O O x O N a rt O
S — --h C aj fD N (D fD V N O o e h
M rD f^ O O Q' n) -0 �? �. rD
rD C: o Ln r + 3 O r+ f30
r+ fD -O m O Iv
r0r rt 3 r+ in N f30 x. CL UQ
O O•
-n O
3 O 0 N Ort =� -3 7C•' _�
fD rt� (D (D O 0 (Op W r0 -r N
3 O r+ ° rD (D � ' fD °
-S rD n DQ
i 3 rr O c p0 3
((DD (`Dj rnr fL
+ O Q N 77
O n 0
i N 0
CD r+ �• 00 lD
n `D �' * O+
s M v m
Q rD CSO O
(D rD
0 a) Q Ln
t fD O_ � rt
(D
N
rr (D S n0 =
) O fD •<<
-f3 fD r+ < N
m (D O O X
N (D rD O � (i0
n 0 O NOQ
N G
O o rI Ort C7
( pO O
O
N _h N O..
0 r O 000 Q
Q O (D
D. 0 0 (n
r+ O ,+
fD
7C- S N
N (D (D
fD
O 00 rr+ r�r
O '+
rD
O O
fL 0 fD
sv �
sv �
N y rD
3
rD
0
r+
T
n n
S S
rD (D
n n
T
S rr
rD
CL 3
O M
O N
(D
N =-
O CQ
11%v
N
(Ddo
�.
-, CQ
rDrD
Ln
N
N
N
tv
-Z
Q
C2 O
y
N O
N A
rD (y
o
3 �
D1 `A
C Q-
(�D O
rt Ln
S
M
O
N
N v
(D rD
Q
O
O rF
r+ S
O 53'
O N
C
N O
Q. sZ
0 O
N O
3 �
rD
O
rF
O
a-
m
CL
O
O
O�
(D
Q N
O (D
N e-+
\ S
rD 'y
3 N
O C
0-
m �7
y rF.
CD�G 7
S n
2
O
(D Q
X o
rt h
00 3
O rte+
7N
Q '+
O (D
N rD
n (D
O
an
r A
O
rr CL (D
a)
iv O
(D O
rD 0
o 3
(i au
rD
N
rD
(D O
n O
rr
O rD
O O
Z -h
N r+
N S
O rD
N -1
(D
W -0
Qo �.
v m
LS 0-
0 !D �
Z v
(D
O
F-+
m
� � S
rD °) rD rD (D i
n n n
7r rD
3 N
C O CSD <
an
-F 7 (D
M (D (ND
rD rD i
(D (D 0-
�
C =
O C c
3 N
O (D Q C Z
'•r C
� f
Cv i
N !
C �
n •
O t
O L
CL
(D
ert =
S �
N
l
i
C
L
(
C
r
(
s
a
n n n n
3 -+, m = rr
+
00 0 O ON
-O Q (D sv
> O O_ rD
3
3 rD O �rOr
�
. '..h ((4 O T
S ClA
s `� � FQ O
j O v0)
3
77 S
O O
i O O_ O_
i '( 0 + LS
O N
Cr
3 D) O �.
C-) N S
O y
i N
3
N (D �
s 3 O_
cf' O
N C
rrt+ (D 7
O
r n O 7
SN
3 rr
+ M -
> y O
3 v O
Q
0Nq
>
+
O
n O
r+
'S)' O ?
7 in
o, (D
T Q
rD N
> rr rr
i tli O
(D
fi (D
r O
r �
(D
3
L p
S S
rD (D
A A
77 X,
rr rr
S S
(D v
rF
(D
N C
N (D
A
CD(q ,
m
(D rD
a) �
7 C
O_
3 rD
Q.
D) '+
77 O
(D
N LS
C CD
-1 (D
(D O
;; q9.
3
m fD
rt rD
n CD
S a
(D Q"
N S
'+ N
S
rD rD
� N
r�r Q
A 7C
'•r
S w
(D
rF N
Ln� C
C O
Ln Q..
m rD
fD fD
Q
rDCL <
rD
rD
ac
7
rD
O.
O
O v
h �
C rr
N S
(D
S
G rD
`D
w 3
'ter -O
ai n cn'
s n
rD C
3
(D (�D
N r -F
(D
O
C
3
is
m
OQ
Q
O
rD
N
O
rr
2 Q
O• n
S7r
'+ 3
Vf rD
n
S
nN
(D
� S
S n
N 7:
N N
C
LS
C2
LS
O
O
77
N
O
(D
rD
G)
(D
O
n
(D
A
O
N
CD
yi
r
O
D
S
N
LT
(D
rD
N'
N
C
rD
O_
m
D
tZ
d
v
O
0
rD
'n•F
O
aq
a
Ma
DIL-
fn } -..r.»a�r.,�t�....y-�.-e-.p..-... ��.zsnn.. "-e-..,.{.�. ._...t..�...n. n.-�_...,�it_.._,�a{T�'°�� f ��
-
t3sep ftr=vlsc-b s%Te "-pj
ri
SHawi C Q 9ZrcAj-F P D,4 p-
-ru "k
MiTek'-'
MiTek USA, Inc.
MiTek USA, Inc.
400 Sunrise Avenue, Suite 270
Roseville, CA 95661
Telephone 916-755-3571
Re: 1875-19
Carport
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Relco Roof.
Pages or sheets covered by this seal: R59306719 thru R59306720
My license renewal date for the state of Oregon is June 30, 2021.
PRO�Fss
9
87022PE
OREGON tc,,
C'QS 'ER
A. -H
August 27,2019
Hernandez, Marcos
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
0000.
0000
0000.
0
. 00
. .
. . 0
00.00.
0000
..0000
00
0000..
0000..
..
0000..
. .
0000
0 0
..
. .
00 00
000.
0000..
-...
00000
0000..
0000.0
00 00
000000
. . .
0000
00•
Job
Truss
Truss Type Qty
TC 0.40
TCOI 7.0 Lumber DOL 1.15
�Ply�Carport
859306719
1875-19
Al ST
GABLE 2 1
i Matrix -MS
LU MBEfc-
Job Reference to tiona
Reco Roof and Floor, Inc, Harrisburg, OR - 97446, 6.310 s Jun 11 2019 MiTek Industries, Inc. TUB Aug 27 10:55:26 2019 Page 1
ID:ddxfqu80Y1YZLxBJ_ANZBSymIKE-xCN551Mw5Gwr3g7Yoeg 3VD9BgbCCXhEdpWgl5yjOCF
-21-0 7-0-0 _ 14-0-0 16-00
r 2-0-0 7-0-0 7-0-0 T -2_x-0 -1
Scale =1:28.9
44 = MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN -PLATED
MEMBERS OR EQUIVALENT CONNECTION BY OTHERS.
L04DIN 3 (psf) SPACING- 2-0-0
CSI.
TCLL 25.0 Plate Grip•301- 1.15
TC 0.40
TCOI 7.0 Lumber DOL 1.15
BC 0.31
BCLL 0.0 Rap Stress [nor YES
WB 0.06
BCDL 10.0 'Cade IRC2015/TP12014
i Matrix -MS
LU MBEfc-
TOP CHORD 2x4 DF.N.z.'.t:Btr
BO i CHURD 2x4 DF No. 1&Btr
WEBS 2x4 DF No.2
OTHERS 2x4 DF ,Jo.2
REACT IONS. (Ib/size) 2=716/0-5-8,4.716K_;-8
Max Horz ?=41 (LC 11)
Max UF:if. Cc 82(LC 12), 4=62(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-8011145,3-4=-801/145
BOT CHORD 2-6=26/636,4-6=26/535
WEBS 3-6=0/320
DEFL. in (loc) I/defi Ud PLATES GRIP
Vert(LL) -0.06 6-28 >999 240 MT20 220/195
Vert(CT) -0.11 6-28 >999 180
Horz(CT) 0.01 4 n/a n/a
Weight: 69 lb FT=20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to
16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Gable studs spaced at 1-4-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4.
® WARNING - verify design parameters and READ NOTES ON TMS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-99 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
I�
p PROPio
Q
GiNkF
87022PE
N hN
�4 OREGON ti� kiN
OS A. HEE��P
EXPIRES: 06/30/2021
August 27,2019
1 !
MITek USA, Inc.
400 Sundae Avenue, Suite 270
Job r
Truss
Truss Type Qty
Ply
Carport
Plate Grip DOL 1.15
TC 0.40
Vert(LL) -0.06
TCDL 7.0
R5930672D
1875-19
A2
KINGPOST 9
1
WB 0.06
Ho2(CT) 0.01
BCDL 10.0
Code IRC2015/rP12014
Matrix -MS
Job Reference lo tional
Relco Roof and Floor, Inc, Harrisburg, OR - 97446, ti.6i u s dun 1 i zu7ti MI I eK meustrles, inc. I us Aug a -1 a o;zt zu l a rage .i
ID:ddxfqu8OY1 YZLxBJ_ANZBSymI KE-POxTJSNYsa2igJaILMBDcjmKxExRx_xNrTGEaXyjgCE
L— 2-0-0 7-0-0 14-0-0 16-0-0 _
2-0-D 7-0-0 .-..�-�. 7-0-0 2-D-0
Scale = 1:28.9
4x6 =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
TCLL 25.0
Plate Grip DOL 1.15
TC 0.40
Vert(LL) -0.06
TCDL 7.0
Lumber DOL 1,15
BC 0.31
Vert(CT) -0.11
BCLL 0.0 *
Rep Stress Incr YES
WB 0.06
Ho2(CT) 0.01
BCDL 10.0
Code IRC2015/rP12014
Matrix -MS
Weight: 5CIV "�T=20% •'
LUMBER -
TOP CHORD
2x4 DF No.1 &Btr
BOT CHORD
2x4 DF No.1 &Btr
WEBS
2x4 DF No.2
REACTIONS.
(Ib/size) 2=716/0-5-8,4=716/0-5-8
• • • 19IT20 2201195
Max Horz 2=41 (LC 11)
6-12 >999 180 •
Max Uplift 2=-62(LC 12), 4=62(LC 13)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=601/145, 3-4=8011145
BOT CHORD 2-6=26/635,4-6=2131635
WEBS 3-6=0/320
BRACING -
TOP CHORD
BOT CHORD
I3
14-0.0 . • .
7-0-0
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C -C Extedor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to
16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4.
.CED PROFFti
E�GINEF9 -�
� �PE �
N �t1/
It
- � j OREGON NQ wN
MgER
c�S A.Hf-
EXPIRES: 06/30/2021
August 27,2019
®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MI rEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not '
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g
building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Welk' '
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and BCS! Building Component MITek USA, Inc.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 400 Sunrise Avenue, Suite 270
Ro=Wa
Qoc) Vdefl Ud
PLATES • • 4ui2IP
• •
6-12 >999 240 V
• • • 19IT20 2201195
• •
6-12 >999 180 •
• • • • • •
4 n/a n/a
• •
• •
Weight: 5CIV "�T=20% •'
Structural wood sheathing directy applied or 6-01(la apurlins.
directly &: bracing.
Rigid ceiling appliel8r' oc
•""
•••••• ••••••
••••
as ••
••••••
NOTES -
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Enclosed;
MWFRS (envelope) and C -C Extedor(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to
16-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4.
.CED PROFFti
E�GINEF9 -�
� �PE �
N �t1/
It
- � j OREGON NQ wN
MgER
c�S A.Hf-
EXPIRES: 06/30/2021
August 27,2019
®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MI rEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not '
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g
building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Welk' '
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and BCS! Building Component MITek USA, Inc.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 400 Sunrise Avenue, Suite 270
Ro=Wa
n z
cn x Cn c D -4-p o _v
z m° II
ion
N o
C)
oET Wp °m a m o
c�ocCL CD 0
ID o=ons to n
aSpo ops ° m c o a ID a N °n ° m
M ?. d Q- N N y N CD
CD C= O. O -CDN O N
-lo S �� o m ID CD QCD m< D 3(D ° m n a �° `o
m �n" (n00Q m o'c°i m ��� m °o °CD m 0 �• m CD 0m
CD _ _
E c 5 g N-° _• o Z n -o 0 3 = 0 3
o n o
fyA = = N S N N •o N CD N cn
N Q O O O C y D y
CD O N� 3 x O �, N p
CD CD a CD 3 O O N CD cp ° _ N ° _O:� G � CD (D N
_ CD = C)
O 3 N C � N =O 7 d O
O f0 S O
_ `G N CD -
TOP CHORD
TOP CHORD
O N N r N Cn .A. CA N p P CD J N OI A p N 7
m 5°JsCD mJ amm _'JWo oJ �zml n< -• noy�'O oo`moT'�m n�p moNnmmxm<m m m ° y o Z m
° JwOCn i
C0�o �s m
'a m m �3 ° m om" Jm oD°a
m
-
(rD
aOm o T J - (D
C CJ m 0 r, 0 CD my N-mNO N Q
m m
m j' O
m cm
W3r°'o n y C*
9. SD
'
< ID �m a� am 3.o aT� �� o-� �y m°-� ° foo• �� �0Ei,
o cmm m n v c= o2w aJ S cm ° nJ Jm mJ�� n<
�m mo �U my mo �o m2 m ° �rn> �n n� �Q
4Ci N d Ol N y N n- m 3 J G n ^ N o N N a K m V ^ m y 3 O C m
m m� o �v, J mm °o m IIoE .oII mn °m �N m o.� m .n O
m C m y m �. m O V Q N [S J n M m 2 C m J O. C1 G n y j
�° m y -° c c 3 d m C.
m� � J. m 'm s '' 3 0. � '< o m m m. y Q_ m ,.. n. y moo 7 n
m m m CD n m^ o F- y w o 4 o m m m o f 0
3 m m o m y 9 S G Q N (Q O O O z II m N O. z m - m N fD Ll ? 3 °' J m°
J im 33 y. � m cm ° mm �n ?'N my °,c Dm �a2 m �� `ZS o.mn �� ` Q
m j m m O N J n S n. .m 6 (] O. C f0 m 3 Z c m � l0 J O' <, C Q N
° O n � O: 'O -O N f0 II N C..nm N .m. J Q O N � � = pl m p m � @ `� l] m c• C)
N CDO fT m G.`Nw W,G42 w
N n =' y' 2. N (D D y O m 0. N j d JO �. �`< ' y. -U. n CD n O CD n' j O 0� m m fn C
n fa n m e O �. O' m o l0 ~ y y a -6 n m ? O Q O O j �' y j N fG II 3
f oNi" on ox a nII om col ,o m� �m mm (D
p J n ^ N m m N [] y [O m N m m m m l0 V
JO ym O mm II J O m5 N O- @� O. dco < 3' W' 1
m- mCD
O
o J -
m N FL 3 m (D
m
z/�
it
Cr
CD
CD
!A,
1• ii
(n m e
c j
mm
;u cnn
n v
z0
c
-+ate
ma0
1
b o a
N v,
cwo�
m o
a]X
r - co
c:.
D
A
m
- CD
Caw
Cn c
mo
Mz(n
m�
Z
Qum
vOi
m-
CD j N m
2m
3 N N N
N
U��
m (D
�m
p
rz
mio
�O
Z
-1
5 5 n 5.
o ❑
N
a= 7
CD
N
O
Z
5 W N
CD CCr Ln
(D
� W
Ncn
N
m
D
:O DD
[n>
y m
ND ti
N
CC/1 N
(D n
N o
m
�m
-0
0
m
Xcn
.y{ r
z z
CL
�
O
o
N
0
. Q
Co
r
N
Om
a
o
m
_
CD
m
i0
o
-10
®
`<Q
O
rn
w
N
<
mm
L
�s
D
N
Z
0-1
N
0
2 rn
3
=r
a
0
Z
TD
a
(D
,"p
CD(n
< Z
(D
O
2 O
mo
N
;2
C
EnCD
~
CL
(�D
0m
TOP CHORD
TOP CHORD
O N N r N Cn .A. CA N p P CD J N OI A p N 7
m 5°JsCD mJ amm _'JWo oJ �zml n< -• noy�'O oo`moT'�m n�p moNnmmxm<m m m ° y o Z m
° JwOCn i
C0�o �s m
'a m m �3 ° m om" Jm oD°a
m
-
(rD
aOm o T J - (D
C CJ m 0 r, 0 CD my N-mNO N Q
m m
m j' O
m cm
W3r°'o n y C*
9. SD
'
< ID �m a� am 3.o aT� �� o-� �y m°-� ° foo• �� �0Ei,
o cmm m n v c= o2w aJ S cm ° nJ Jm mJ�� n<
�m mo �U my mo �o m2 m ° �rn> �n n� �Q
4Ci N d Ol N y N n- m 3 J G n ^ N o N N a K m V ^ m y 3 O C m
m m� o �v, J mm °o m IIoE .oII mn °m �N m o.� m .n O
m C m y m �. m O V Q N [S J n M m 2 C m J O. C1 G n y j
�° m y -° c c 3 d m C.
m� � J. m 'm s '' 3 0. � '< o m m m. y Q_ m ,.. n. y moo 7 n
m m m CD n m^ o F- y w o 4 o m m m o f 0
3 m m o m y 9 S G Q N (Q O O O z II m N O. z m - m N fD Ll ? 3 °' J m°
J im 33 y. � m cm ° mm �n ?'N my °,c Dm �a2 m �� `ZS o.mn �� ` Q
m j m m O N J n S n. .m 6 (] O. C f0 m 3 Z c m � l0 J O' <, C Q N
° O n � O: 'O -O N f0 II N C..nm N .m. J Q O N � � = pl m p m � @ `� l] m c• C)
N CDO fT m G.`Nw W,G42 w
N n =' y' 2. N (D D y O m 0. N j d JO �. �`< ' y. -U. n CD n O CD n' j O 0� m m fn C
n fa n m e O �. O' m o l0 ~ y y a -6 n m ? O Q O O j �' y j N fG II 3
f oNi" on ox a nII om col ,o m� �m mm (D
p J n ^ N m m N [] y [O m N m m m m l0 V
JO ym O mm II J O m5 N O- @� O. dco < 3' W' 1
m- mCD
O
o J -
m N FL 3 m (D
m
z/�
it
Cr
CD
CD
!A,
1• ii
V/A)
>
�
m
1
j
O
V
D
A
O
s
a
O
vi
n
_gym
nnCN=
Z
m�
Z
m•
CD j N m
O
3 N N N
m o m d0
m
=
m 06 3' O.
Z
-1
5 5 n 5.
D
3 N C
a= 7
CD
N
O
Z
p N N
�. CD X
N=3 �
N
N
TOP CHORD
TOP CHORD
O N N r N Cn .A. CA N p P CD J N OI A p N 7
m 5°JsCD mJ amm _'JWo oJ �zml n< -• noy�'O oo`moT'�m n�p moNnmmxm<m m m ° y o Z m
° JwOCn i
C0�o �s m
'a m m �3 ° m om" Jm oD°a
m
-
(rD
aOm o T J - (D
C CJ m 0 r, 0 CD my N-mNO N Q
m m
m j' O
m cm
W3r°'o n y C*
9. SD
'
< ID �m a� am 3.o aT� �� o-� �y m°-� ° foo• �� �0Ei,
o cmm m n v c= o2w aJ S cm ° nJ Jm mJ�� n<
�m mo �U my mo �o m2 m ° �rn> �n n� �Q
4Ci N d Ol N y N n- m 3 J G n ^ N o N N a K m V ^ m y 3 O C m
m m� o �v, J mm °o m IIoE .oII mn °m �N m o.� m .n O
m C m y m �. m O V Q N [S J n M m 2 C m J O. C1 G n y j
�° m y -° c c 3 d m C.
m� � J. m 'm s '' 3 0. � '< o m m m. y Q_ m ,.. n. y moo 7 n
m m m CD n m^ o F- y w o 4 o m m m o f 0
3 m m o m y 9 S G Q N (Q O O O z II m N O. z m - m N fD Ll ? 3 °' J m°
J im 33 y. � m cm ° mm �n ?'N my °,c Dm �a2 m �� `ZS o.mn �� ` Q
m j m m O N J n S n. .m 6 (] O. C f0 m 3 Z c m � l0 J O' <, C Q N
° O n � O: 'O -O N f0 II N C..nm N .m. J Q O N � � = pl m p m � @ `� l] m c• C)
N CDO fT m G.`Nw W,G42 w
N n =' y' 2. N (D D y O m 0. N j d JO �. �`< ' y. -U. n CD n O CD n' j O 0� m m fn C
n fa n m e O �. O' m o l0 ~ y y a -6 n m ? O Q O O j �' y j N fG II 3
f oNi" on ox a nII om col ,o m� �m mm (D
p J n ^ N m m N [] y [O m N m m m m l0 V
JO ym O mm II J O m5 N O- @� O. dco < 3' W' 1
m- mCD
O
o J -
m N FL 3 m (D
m
z/�
it
Cr
CD
CD
!A,
1• ii
ct � z. r ` { OJ e1 c.-,,+
S? c rsc', e -ick , lb�- 9 —1 ul I &
•
•
• • •
••••••
•
•
••
•••
•••R••
••••
•
•
46
0
• e•
• •
ego*
0000
ct � z. r ` { OJ e1 c.-,,+
S? c rsc', e -ick , lb�- 9 —1 ul I &
v
s
a
off- ..
L '
• gg
f 9 In • eg3 ••••••
_ _ r �� •• S i • _
� i y w • •
41( Y A � • f• • • •
h
lorfl 3wf
CAR F KA
VOr) 'HO T
a
14
ov, s 7 O,
mm&L SIT(
Nit/
•
r !-Z-
C">k
4
4>6
***a
M
--Ay
(C JS ja
Nit/
L-
KNt:� gQ.AcA&-S Cmc -%w --*4 -••"me-®
&im s
REVIEWED FOR
CODE COMPLIANCE
4
Co r•�et�-� �G P�1 Ne.� pA0 S
1Q1CLC�fr►A.FJr � IZ� IN fE AILI-�
�ot.rc 1A"t-Nic"Q POS"'( mo-rTOf`+ _
DATE RECEIVE DCS9k-/Z-31i--D JOB NO. In--OnletX, - TZ
ZONE LDn--- OCCUPANCY GROUP d--:_
UNIT OCCUPANCY LOAD
STORIES TYPE CONSTRUCTION ff>
LEGAL DESCRIPTION 17 -0Z- �4 - 42--- 645Y3C)
ADDRESS
OWNER 1
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.
CITYO S�FRfNGFI LD, OREGON
APPROVED B DATE g
—'1'!W "H
9
RIM 517.2
B' Fi. IN (N)=570.13
15 FL IN (E)=508.36
8- FL. IN (S)--510.?3
15- FL OUT (W)-50836
(FL PER CITY AS-BUILTS)
lip
4.17
LOT 4
398 SF
EX. a
CURB
STORM WATER
ELECTRIC
CONNECTION
ELECTRIC TRANSFORMER
RIM 517.(3
AC DRIVEWAY
6'
LINK
4' CHAIN J. CHAIN
Uw LINK
STORM WATER
FL -51358
r(FL PER
?AS -GUILTS)
p
PROP. 14' PRIVATE
WASTEWATER EASEMENT
k•..I I LOT 5
TOTAL AREA' 8.538 SF
(FLAG AREA 6,655 SF)
AW56'44V
184.80•
t
-
75=
%N GARDEN
I2 A770N CONTOUR
FLOW ARROW
PROPOSED _2e
JOINT USE ACCESS
---13880"—
><
_J_
% L
_I�
WATER HYDRANT
PROP. 20'
MAIL BOXES
SIGN
, 20'PU6UC �:, , . n
EXEASEAI
SANIIARY SEWER
PAVING
CURB INLET
EASEMENT (1910164294) — — — — ----_
LOT I
E
LOT 3
--I
STREET LIGHT
CONCRETE
—'1'!W "H
9
RIM 517.2
B' Fi. IN (N)=570.13
15 FL IN (E)=508.36
8- FL. IN (S)--510.?3
15- FL OUT (W)-50836
(FL PER CITY AS-BUILTS)
6, GUN
uw
ASSUMED APPROXIMATE
TON or Dr.
100 SF %Rw DRAINAGE
EASEMENT (3358I74401)
Ex. Ce —
95.93
4.17
LOT 4
398 SF
WASEWATER SEWER
CURB
STORM WATER
FENCE
EDGE OF AC PAVING
ELECTRIC TRANSFORMER
Z
AC DRIVEWAY
WASEWATER SEWER
SUALIABLE AREA
STORM WATER
Lu'
PROP. 14' PRIVATE
WASTEWATER EASEMENT
k•..I I LOT 5
TOTAL AREA' 8.538 SF
(FLAG AREA 6,655 SF)
.—FEL--
TELEPHONE LINE
t
-
Df. WW MH
RIM=518.42
8- FI. OUT (N)=512.I3
(FL PER CITY AS-BUX75)
I2 A770N CONTOUR
FLOW ARROW
W47ER METER
><
WATER VALVE
_I�
WATER HYDRANT
1961
MAIL BOXES
SIGN
WASTEWATER MANHOLE
CURB INLET
CATCH BASIN
LOT I
E
LOT 3
--I
STREET LIGHT
CONCRETE
GRAVEL DRIVEWAY
1 TOTAL AREA 7.572 SF
LOT 2
5,276 SF
BUILDING
I (FLAG AREA 5,819 SF)
TOTALAREA:- 6,259 5F
(FLAG AREA: 4,507 SF)
EX. 7' SUB I
I
PROP. 7'
ELECTRIC EASEMENT
(99OR/792-097)
EX 7' SUB A
ELECTRIC &5EVIENT 11
PALE,
V
I (1516R/8821546)
84.80
1A141 — — — — — —1
—2- W
F
I
11
CJ
W—
ALL
!A 50.00
6, GUN
uw
ASSUMED APPROXIMATE
TON or Dr.
100 SF %Rw DRAINAGE
EASEMENT (3358I74401)
Ex. Ce —
LOT 6
75.93 ry i 5,510 SF
If
11 PROP. VqA7RnNIC
PVT
11 MOTH FIVE e - — — — — — —
i-4 JOINT ACCESS 8887
AAND UTILITY
l II EASEMENT JII . jj
.2 ANN sr.
PROP. 20 1 . 60- R/W
11 VNG X RESIDENCE 70
PA REMAIN
_11 PA"
I
LOT 7
7,168 SF
LOTS
It
IF 6.010 SF
DUPLEX OPTIONAL
SEE NOTE
of. 10' PUBLIC
SLOPE EASEMENT
PROP. 71
-7 7:
jj 128.34' ,
-7 — IJ Pu
-4
wo 75.93
77AX8f
TO BE
DEDICATED
CIION
EX. 19
TO I- - EX. =579 -$R) ROA
AINIX WW MN
*< TELEPHONE
SERVICE
CONNECTION 15- Fl. (E&W)-509.97
(AN AYU ER CITY
AS—BUILIS)FIL P
MAIN STREET
NOTE
1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF FIELD
LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS NO CERTIFICATION Is
MADE AS TO ACTUAL LOCATION OR DEPTH Or UNDERGROUND LINES.
Z THE ROOF DOWNSPOUTS ON THE EXISTING STRUCTURE EMPTY ONTO SPLASH PADS
3 ROOF DRAINS FOR LOTS I AND 2 WILL BE PIPED TO THE PUBLIC SIORMWATER
SYSTEM, CONNECTING AT AN EXISTING CURB INLET ON 65th PLACE. ALL OTHER
NEW ROOF DRAWS WILL WEEP HOLE 70 CURBS WEEP HOLES WILL BE ALIGNED
WITH EXISTING AND PROPOSED DRIVEWAYS DRIVEWAY AND WEEP HOLE LOC47YONS
FOR LOTS 3 4, 6 AND 8 WILL BE DETERMINED WITH BUILDING CONSTRUCTION.
4. SIDEWALK AND STREET TREE INSXLA17ON ON 65th PLACE WILL BE DONE AT THE
TIME Or HOME CONSTRUCTION ON THE ADJACENT LOT.
LEGEND
EXISTING
95.93
4.17
LOT 4
398 SF
WASEWATER SEWER
CURB
STORM WATER
FENCE
EDGE OF AC PAVING
ELECTRIC TRANSFORMER
Z
AC DRIVEWAY
WASEWATER SEWER
SUALIABLE AREA
STORM WATER
Lu'
PROP. 14' PRIVATE
WASTEWATER EASEMENT
k•..I I LOT 5
TOTAL AREA' 8.538 SF
(FLAG AREA 6,655 SF)
.—FEL--
TELEPHONE LINE
t
-
Df. WW MH
RIM=518.42
8- FI. OUT (N)=512.I3
(FL PER CITY AS-BUX75)
LOT 6
75.93 ry i 5,510 SF
If
11 PROP. VqA7RnNIC
PVT
11 MOTH FIVE e - — — — — — —
i-4 JOINT ACCESS 8887
AAND UTILITY
l II EASEMENT JII . jj
.2 ANN sr.
PROP. 20 1 . 60- R/W
11 VNG X RESIDENCE 70
PA REMAIN
_11 PA"
I
LOT 7
7,168 SF
LOTS
It
IF 6.010 SF
DUPLEX OPTIONAL
SEE NOTE
of. 10' PUBLIC
SLOPE EASEMENT
PROP. 71
-7 7:
jj 128.34' ,
-7 — IJ Pu
-4
wo 75.93
77AX8f
TO BE
DEDICATED
CIION
EX. 19
TO I- - EX. =579 -$R) ROA
AINIX WW MN
*< TELEPHONE
SERVICE
CONNECTION 15- Fl. (E&W)-509.97
(AN AYU ER CITY
AS—BUILIS)FIL P
MAIN STREET
NOTE
1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF FIELD
LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS NO CERTIFICATION Is
MADE AS TO ACTUAL LOCATION OR DEPTH Or UNDERGROUND LINES.
Z THE ROOF DOWNSPOUTS ON THE EXISTING STRUCTURE EMPTY ONTO SPLASH PADS
3 ROOF DRAINS FOR LOTS I AND 2 WILL BE PIPED TO THE PUBLIC SIORMWATER
SYSTEM, CONNECTING AT AN EXISTING CURB INLET ON 65th PLACE. ALL OTHER
NEW ROOF DRAWS WILL WEEP HOLE 70 CURBS WEEP HOLES WILL BE ALIGNED
WITH EXISTING AND PROPOSED DRIVEWAYS DRIVEWAY AND WEEP HOLE LOC47YONS
FOR LOTS 3 4, 6 AND 8 WILL BE DETERMINED WITH BUILDING CONSTRUCTION.
4. SIDEWALK AND STREET TREE INSXLA17ON ON 65th PLACE WILL BE DONE AT THE
TIME Or HOME CONSTRUCTION ON THE ADJACENT LOT.
LEGEND
EXISTING
NEW PROPERTY LINE
WATER UNE
SITE PROPERTY LINE
WASEWATER SEWER
CURB
STORM WATER
FENCE
EDGE OF AC PAVING
ELECTRIC TRANSFORMER
WATER LINE
AC DRIVEWAY
WASEWATER SEWER
SUALIABLE AREA
STORM WATER
—t—
ELECTRIC LINE
.—FEL--
TELEPHONE LINE
TOP OF BANK
TOE OF SLOPE
I2 A770N CONTOUR
FLOW ARROW
W47ER METER
><
WATER VALVE
_I�
WATER HYDRANT
1961
MAIL BOXES
SIGN
WASTEWATER MANHOLE
CURB INLET
CATCH BASIN
GUY milif
E
POWER POLE
--I
STREET LIGHT
CONCRETE
GRAVEL DRIVEWAY
BUILDING
"Y
DECIDUOUS TREE
PROPOSED
NEW PROPERTY LINE
WATER UNE
---.W-
WASEWATER SEWER
-ST-
STORM WATER
IS -072
ELECTRIC TRANSFORMER
AC DRIVEWAY
SUALIABLE AREA
GRAPHIC SCALE
20 0 10 20 40
anch
GIINEERING_�
af..1977
civil - transportation
structural - geotechnical
SURVEYINC,
310 5th street
Springfield, 97477
P: 561.746.0637
1. 541.746.0389
..B,,nChE,gini,g.cum
Sprnoneld OR I S.Ie. OR
EXPIRES: DECENeER K 2015
project title:
[REGISTIERED
PROFESSIONAL
LAND SURVEYOR
OREGON
BorExam NX a—
RENEE CLOUGH
Z
EXPIRES, December 30. 2015
Lu
0 -
Ln
z
w
0
Vl
>
z a
rev,isions,
Z
0
LD
LLI
ce-
0
Ln 0
Z __j
LL_
tT
Z a--
U0 un
date:
JUNE 17, 201 S
drawn by:
ARS
designer:
RC
project no:
IS -072
LAND DIVISION
TENTATIVE
PLAN
sheet: 2 of 2