HomeMy WebLinkAboutPermit Building 2019-10-07OREGON
Web Address: www.springfi eld-or.9ov
Building Permit
Residential Manufactured Dwelling
Permit Number: 81 1-19-OO2O35-MD
IVR Number: 811088747183
Email Address : permitcenter@springfield-or.9ov
SPRINGTIELD
$
Permit Issued: October 07, 2OL9
TYPE OF WORK
Category of Construction: Manufactured Dwelling
Submitted Job Value: $56,560.00
Description of Work: Replacement - Space #60
Type of Work: Replacement
JOB SITE INFOR}IATION
Worksite Address
658 S 57TH ST SPC 60
Springfield, OR 97478
Parcel
170233000 120 1
Owner:
Address:
JOE AND LEE LIMITED
PO BOX 717
SPRINGFIELD , OR 97477
LICENSED PROFESSIONAL IN FORttIATION
Business Name
A ACTION MOBILE HOME MOVING
& DEMOLITION LLC - Primary
License
CCB
License Number
t97745
Phone
541-935- 1786
PENDING INSPECTIONS
Inspection
5999 Final Manufactured Dwelling
5300 MH Setup
5240 Footing
1020 Zoning/Setbacks
Inspection Group
Mfd Dwelling
Mfd Dwelling
Mfd Dwelling
Struct Res
Inspection Status
Pending
Pending
Pending
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: 811088747183
Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store
permits expire if work is not started within 18O Days of issuance or if work is suspended for 18O Days or longer depending on
the issuing agency's policy.
All provisions of laws and ordinances goveming thas 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 requir€s you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set
forth in OAR 952-OO1-OO10 through OAR 952-OO1-OO9O. You may obtain copies of the rules by calling the Center at (5O3)
232-t9A7.
All persons or entlties performing work under this permit are required to be licensed unless exempted bY ORS 7O1.O1O
(Structural/Mechanical), ORS 479.54O (Electrical), and ORS 693.O1O-O2O (Plumbing).
printed on: 10/7/19 page 1 of 2 C;\myReports/reports//production/01 STANDARD
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-3753
[f -r--r
Permit Number: 811-19-OO2035-MD Page 2 of 2
Fee Description
Manufactured dwelling placement permit
State manufactured dwelling fee
State of Oregon Surcharge - MFD (12olo of applicable fees)
Ptinted oni 70/71!9
Quantity Fee Amount
$ss3.00
$30.00
$66.36
$649.36Total Fees:
C:\myReports/reports//prcduction/01 STANDARD
1
1
Page 2 of 2
PERMIT FEES
SPRINGFIELD
,h
ORTGON
www. sprin gfi eld-or. gov
Worksite address: 658 S 57TH ST, SPC# 60, Springfield, OR 97478
Parcrl: 1702330001201
Transaction Receipt
81 { -19-002035-MD
Receipt Number: 472608
Receipt Date: 10/7/19
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR97477
54t-726-3753
permitcenter@spri n gfield-or. gov
Fees Paid
Transaction date
10t7 t19
10t7 t19
10t7 t19
Units
't.00 Ea
1.00 Ea
1.00 Ea
Description
Manufactured dwelling placement permit
State manufactured dwelling fee
State of Oregon Surcharge - MFD (12o/o of
applicable fees)
Account code
224-00000-425602- I 030
82 1 -00000-21 5009-0000
82 1 -00000-2 I 5004-0000
Fee amount
$553.00
$30.00
$66.36
Paid amount
$553.00
$30.00
$66.36
Payment Method: Check number: '1868 Payer: JOE AND LEE LIMITED Payment Amount:$649.36
Cashier: Katrina Anderson Receipt Total:$649.36
Printed: 10rl19 9:39 am Page 1 of 1 Fl N TransactionReceipt_pr
l.r.r.
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Crrv or Srnm{GFrELu, ORtrGoN gP*tHGf rf,Lo
,1,rub225Ftfth Street . Sorinsfield. OR97477 . PH(541Y126-3753 . FAX(541)726-3689
Manufactured Dwelling/Recreational-Park Trailer
Placement Permit Application
This permit is issued under OARs 918-500-0105 and 918-525-0370. Permits expire if work is not started within 180 days of
issuance or ifwork is suspended for 180 days.
LOCAL GOVERNMENT APPROVALS
Zoning approval verifi ed !Yes ENo
Property is within flood plain: ! Yes n Xo
Sanitation approval verified: ! Yes E No
CATEGORY OF CONSTRUCTION
ff Residential E Government ! Commercial
JOB SITE INFORMATION AND LOCATION
Jobsiteaddresd (fi S, 5|?(^ + CO
city:$fr; ^ O/,"[l County: L2,.l
state: p( g ztP: 12q? g
Subdivision:Space/lot ,o., SO
Reference Taxlot:
DESCRIPTION OF WORK
Year aot n
# Bedrooms: I Sq. Ftg: I ,3 ] 3 vutu"igS(s,gCO,oo
PROPERTY OWNER
Name
Address:l7
C e 4 State: Or(ztp:7)42)
Phonc t-T.
E-mail
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 OAR 9 I 8-5 I 5-001 0.
Signature:
INSTALLATION
Business name: A -,4.[ t-,r, Aobile th-e 1lG(
Address
City State ZIP
Phone: sL+l --5{q - 8?11 Fax:
E-mail
cCB license no.' l{ 11tf t MDI license no.: lclQ )
Print name:
Signature:
FEE SCHEDULE
Description Cost each Total
(l ) Manufactured drvelling
(a) Placement (includes placement
electrical leeder, water/sewer
connection):
s553.00 $
(b) Reinspection (no. ofhrs. x fee per hr.)$r 02.00 $
Placement permit can only be obtained by homeowner or Oregon-
licensed manufactured installer.
(2) Recreational-park trailer
(a) Installation (includes stand and
lot preparation; support blocking;
anchoring; temporary steps; plumbing,
mechanical, and electrical):
$553.00 $
(b) Reinspection (no. ofhrs. x fee per hr.)s102.00 s
(c) Each additional inspection: ( I )s102.00 $
Electrical service permit to be obtained only b1, honteowner performing
work or signing supervisor of Oregon-licensed electrical conlractor
per/brming work.
FEE SCHEDULE
(3) Surcharge, 12%(.12 x total, equal to I or 2):S
(4) State administrative fee for
manufactured dwelling (item I )
only, OAR 9l 8-500-0105(5):
s30.00 I s30.00
(5) Technology Fee, 5o/o $
TOTAL fees and surcharges (3 + 4+5):$
(jW er-*- bt-E>c- 'T-S
'nt
DEPARTMENT USE ONLY
permit "r., ll-CO)g3S
Date:v rq
last edited 7/1/2019 BJones
Qty.
Fax:
CITV O}. SPRINGFIELD. OREGON
-..*
SPPINCFIELOI
22s FtrTE STREET . SPRINGFIELD' OR 97177 t ?H:(341)72G3753 r FAX:(s{r)72636t9 ofr
D EM OLITI ON PER]VIIT APPLICATION
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Surrcture to be Demolished: t/vle
Address:
Job Nunrber:
the present darelopment. Elmmples 9f qgcb corrections may lnclude
modification of inadequate drainage facilities; compliane with b"ilding set-
backs from property lines; correction of substandard side\^xaflG and sUeA
improvements,-induding driveway width and pla^cem-ent; and other comections
wUicU may}rg necessaryto comply witb existing developmeat stan&rds.
Furthermore, if an oristing r:se is demolished or otherwise removed prior to the
developmeut of the proposed trse, tlen the ryrstem {weJopment cbarge credit for
the previously existing use shall orpire two years after the date of issuance of the
demolition p"t"ri ot otler removal of tbe prwiously existing use. (Springfield
Municipal Code g<t6(t)).
My signature below indicates that I have read and understand the above
cond.itions relating to the demolition of the above meutioned sEucture.
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2010 Oregon Manufactured Dwelling lnstallation Specialty Code
U_BAR ANCHORING
TYPICAI.
ANCHORING
STRAP
YOKE
EXPANSION EOLT ANCHORING
CONCRETE ENCASED REBAR ANCHORING POINTS
TYPTCAL 1/2 in. X
3 ft. REBAR
IMBEDDED A MIN.
OF 3 in. INTO
FOOTING OR SLAB
TENSIONING
DEVICE
5/8 in.
REEAR
HOOK
TYPICAL
UNDER-FLOOR
ENCLOSURE
WITH
STRAP AND
TENSIONING DEVICE
EXPANSION
BOLT
TYPICAL ATTACHMENT POINTS INSTALLED
MAX. 11 ft. ON CENTER AI.ID NOT
MORE THAN 12 in. FROM THE END.
NOTE: IF REBAR IS REOUIRED IN THE
FOOTING OR SLAB, IHE END OF EACH
ANCHORING LOOP SHALL BE TIED TO
THE CONTINUOUS REBAR.
PIER
Figure 3-2.5 Typical Foundatlon Anchoring
3-3 Site and Stand Prephration. (2) Roof run-off from manufactured dwellings
3-3.1 Suitability of Site. Each site shall be shall be adequately diverted away from the
suitable for its intended use and acceptable to stand.
the building official based on this code and local (3) Lots shall have sufficient drainage to prevent
land use regulations. Manufactured dwellings standing water, excessive soil iaturaiion, or
shall not be located on land that is unsuitable erosion from becoming detrimental to the lot,due to swampy terrain, Iack of drainage, or stand, or any structurel.
proximitv to the breeding places of |.o*11:- :l (4) AIt drainage shail be diverted away from thevermin unless improvements have been macle to ' ' h;;;;.j.nrif ,[[e'a'minimum of 1t2 in.the land to eliminate or control the hazards. ln p"it""t away from the foundation for the firstareas having highly expansive, compressible, or iO'ti. Wf,"r" property lines, wall, slopes, orshifting soils, the building official may require , ;thei physical conditions prohibit this slope,soiltest' the site shall be provided with drains or3-3.2 Unforeseen Factors. When unforeseen swales or otherwise graded to drain waterfactors are encountered (i.e., rock formation, away from the structlre. Alternate gradinghigh ground water levels, springs, or biological methods may be used if approved "nV th!generated gasses), corrective drainage work, building omciil.
acceptable to the buitding officiat, "pl._?: (5) Sidewalks, watkways, patio slabs, orcompleted prior to the siting of the manufactured '-' Jiilrl*u,, abutting the manufactureddwelling' dwelling stand or foundation shall have a3-3'3 Grading and Drainage. site grading and slope of 114 in. per li in. to divert waterdrainage shall be provided according to the away from the stand o,. rounJ"tio;.
-il;
following and Figure 3-3.3: concrete shail be no croser than 3 in.(1) Lots and stands shall be provided with vertically to any untreated wood or siding.
adequate drainage and shall be properly (6) The slope of cut or fill surfaces shall be nograded to divert surface water away from steeper than is safe for the intended usemanufactured dwellings, accessory according to oregon Residentiat Specialtybuildings, and accessory structures. Code, Section naiS. t.g.
t
j.
.1.
aj
18
3-6,2 Concrete. Footings may consist of one of
the following:
(1) One 4 in. nominally thick individual precast
concrete footing.
(2) One 3-112in. thick poured-in-place individual
concrete footing.
(3) IMinimum 6 in. thick, continuous concrete
footings (also known as concrete runners),
not less than 1B in. wide and reinforced with
two continuous minimum #4 reinforcement
rods. Rods shall be:
(a) Overlapped 12 in.;
(b) connected with wire ties or equivalent;
(c) Be 3 in. from the bottom of the footing, and
not closer than 3 in. from the edge of the
footing; and
(d) Located 10 in. apart in the footing and the
pair centered beneath the pier locations. lf a
continuous concrete footing is wide enough
to support two or more rows of piers (i.e., a
three-pad pour), the reinforcement rods shall
be installed under each row of piers
including the mainframe, perimeter, and
marriage line piers. See Figures 3-6.2(a) and
3-6.2(b).
2010 Oregon Manufactured Dwelting Installation Specialty Code
(4) N/linimum of 3-112 in. thick continuous
concrete slab footings (also known as a
three-pad pour), not less than 48 in' wide,
reinforced with approved fibers or with 10
gage 6 in. x 6 in. wire fabric centered
vertically within the continuous footing and
no closer than 1 in. from the edge of the
continuous concrete slab footing. See Figure
3-6.2(c).
(5) tVinimum 3-112 in. thick concrete slab (also
known as a full slab) not less in area than
the manufactured dwelling, reinforced with
approved fibers or with 10 gage 6 in. x 6 in.
wire fabric centered vertically within the slab
and no closer than 1 in. from the edge of the
slab. See Figure 3-6.2(d).
(6) Poured in place concrete shall have a
minimum 2}-day compressive strength of
3,000 lbs.
NoTE: SEE THE OREGON ELECTRICAL SPECIALTY CODE
REQUIREMENIS FOR FOUNDATION-ENCASED
6 in-Mtt't
CONTINUOUS
POURED-IN_PLACE
CONCRETE FOOTING
WI'TH MINIMUM
SOOO PSI IN 28 DAYS
ELECTRODE PRIOR TO POURING CEMENT.
18 in,
TWO CONTINUOUS #4 REBAR N0TE: 7 DAYS OF CURE TIME
REOUIRED BEFORE USE
Figure 3-6.2(a) Typical lndividual Continuous Concrete Footing
23
2010 Oregon Manufactured Dwelling lnstallation Specialty Code
I
6 in.
T
1E in.
6 in.
12 in.
NOTE: lF BACKFILL lS TO BE
GREATER THAN 8 in., ADD
DEP]H AND REBAR AT
PERIMEIER AS INDICATED.
3 1/2
MrN.--*l 1E in. MlN.
PIER PIER
THREE 6 in. X 18 in. MIN
CONTINUOUS CONCRETE
FOOTINGS REINFORCED WITH
2 ROWS OF #4 REBAR
UNDER EACH ROW OF PIERS
Footings (Three-Pad-Pour)
VARIES
PIERS
1 BEAM
PIERPIERPIER
NOTE: CONCRETE SHALL HAVE
3000 Pst tN 28 DAYS
AND HAVE.7 DAYS OF. CURE TIME BEFORE USE.
',.f
!
1 I inl
MIN. \
Figure 3-6.2(b) Typica!
in. M
PIER
I
3 1/2 in.--r
Goncrete
L tn.
I
3 1/2 in.-r-
31
l-
aa
12 in.
NOTE: CONCREIE SHALL HAVE
3OOO PSI IN 28 DAYS
AND HAVE 7 DAYS OF
CURE TIME BEFORE USE.
6 in.
tn
MIN.
CONCRETE
/2 in. X 48 in. MINIMUM
SLABS REINFORCED lryl]H
APPROVED FIBERS OR WIRE FABRIC
48 in
MIN.t_
ea aa aa aa al aa at
oa
24
Figure 3-6.2(c) Typical lndividual Fiber Reinforced Concrete Footings (Three-Pad-Pour)
I
t-
-r
I
6 in.
-T-
2O1O Oregon Manufactured Dwelling lnstallation Speciafty Code
aa ta 6 in,
NOTE: IF BACKFILLING IS TO BE GREATHER THAN
8 iN., ADD DEPTH AND REBAR AT
PERIMETER AS INDICATED.
F-
-r
12 in,
NoTE: CONCREIE SI-IALL HAVE
3OOO PSI IN 28 DAYS
AND HAVE 7 DAYS OF
CURE TIME BEFORE USE.
3-6.3 Pressure-Treated Permanent Wood.
Pressure treated wood must be in accordance
with AWPA Ul and shall be permitted to consist
of one of the following:
(1) One layer of 1-112in. thick foundation grade
lumber, pressure treated on all six sides. If
used with concrete blocks, no more than 1
in. of exposed wood is allowed beyond the
long side of the block.
(2) Two perpendicular layers ot 1-112 in- thick' -
foundation grade lumber, pressure treated
on all six sides.
(3) Two perpendicular layers of 1-112 in- thick
wood polymer comPosite'
(4) One piece of 1-114 in. thick plywood
pressure treated on all six sides.
(5) Two pieces of 314 in. thick plywood pressure
treated on all six sides.
3-6.4 ABS Footing Pads. ABS footing pads
shall be permitted in accordance with pad
manufacJurer's installation instructions. ABS
footing pads shall be listed or labeled for the
required load caPacitY.
3-6.5 Marriage Line Golumn Support Footing.
Where the concentrated load of a column
3 1/2 in. CONIINUOUS CONCREIE
sra6 RrrNroRcED wrH APPRoVED
FIBERS OR WRE FABRIC
support post exceeds the capacity of an
individual footing, multiple footings of the same
material may be used to distribute the load
evenly according to the following:
(1) Footings shall be layered and placed in a
pyramid shape to distribute the loads evenly
from the pier to the ground-
(2) The bottom layer of a pyramid footing
material shall be equal in area to the footing
size required in Table 3-7.3.
(3) The top layer of a pyramid footing shall be
equal to or greater in size to the bottom of
the pier it supPorts.
(4) Each layer of a pyramid footing material shall
span at least 25 percent of the footings
below.
(5) Piers shall be supported by the top layer of
footing material only and if concrete, shall
not bridge multiple footing blocks.
(6) Pyramided footings are not necessary under
column support posts when a continuous
concrete footing or slab supports the column
support piers constructed according to this
code.
25
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Figure 3-5.2(d) Typica! Fiber Reinforced Concrete Slab Footing
2010 Oregon Manufactured Dwelling lnstaltation Specialty Code
3-7 Piers.
3-7.1 General. Piers shall be capable of
transmitting the vertical live and dead loads to
the foundation below. Every pier shall be
supported by a footing. Piers and structuralwalls
shall be constructed from one of the following
methods:
(1) lVlanufactured piers shall be listed or
approved for intended use and installed
according to the equipment manufacturer's
installation instructions. [/lanufactured piers
shall have protection against weather
deterioration and corrosion as established in
24 CFR 3285 (MMH|S).
(2) B in. x B in. x 16 in. ASTM C 90 rated CIVIU
foundation piers assembled according to this
chapter and capable of supporting 15,000
lbs.
(3) B in. x 6 in. x 16 in. ASTM C 90 rated CMU
foundation piers assembled according to this
chapter and capable of supporting 1S,000
lbs.
(4) B in. x 4 in. x 16 in. solid concrete block.
(5) B in. x 6 in. x 16 in. or B in. x4 in. x 16 in.
CMU blocks may only be used for perimeter
support when installed as under floor
enclosures as per the requirements of this
chapter.
(6) Structural skirting built as per the
requirements of Chapter 4.
FOOTING AND PIER INSTAI.IATION
L.Ess TIIAN 36 in. lN HElGltT
I_BEAM
SHIM.MATERIAL
SPECIFIED IN 3_8.2
CAP MATERIAL
SPEC|FIED tN 3-8.1
SINGLE OPEN OR CLOSED
BLOCKS 8 in, X I in. X 16 in,
(oPEN GELLS PI.ACED
vERTTcALLy upoN FooTER)
INSTALI"ED WTH 16 in.
DIMENSION PERPENDICULAR TO
THE I_BEAM FRAME
(7) Material or methods designed by a
registered design professional and approved
by the building official.
3-7.2 Foundation Heights.
3-7.2.1Piers Less Than 36 in. High. Piers less
than 36 in. high shall be permitted to be
constructed of material described in 3-7.1 and
installed according to the following:
(1) The piers shall be installed so that the long
sides are at right angles to the supported l-
beam, as shown in Figure 3-7.2. Twenty-five
percent of the l-beam piers may be installed
parallel with the l-beam.
(2) Horizontal offsets shall not exceed 1 in. top
to bottom.
(3) [/ortar shall not normally be required.
(4) t\ilanufactured piers shall be listed and
Iabeled.
3-7.2.2 Frame Piers 36 in. to 67 in. High and
Corner Piers. AII piers between 36 in. and 67 in.
high and all corner piers over three blocks high
shall be constructed out of double, interlocked
concrete blocks as shown in Figure 3-7.2.
3-7.2.3 Frame Piers over 67 in. High. piers
over 67 in. high shall be designed by a
registered design professional.
FOOIING AND PIER INSTAIANON GREATER
TIIAN oB EQUAL To 36 in. lN HEGHL
I_BEAM FRAME
SHIM MATERIAL AS
SPECIFIED IN 3_8.2
CAP MATERIAL AS
SPECIFIED IN J_8.1
DOUBLE CONCREIE BLOCKS
(solrD oR CELLED) wtTH
BLOCKS INTERLOCKED AND
CAPPED AS SPECIFIED ABOVE
IN
36 in.
67 ini.
BM,VEEN
HEIGHT
LESS TH/{N
J6 in. lN
HEIGHT
\eRouruo LrvrL
FO0TING - 16 in. X 16 in. X 4 in. SoLtD coNCRrrE oR OTHER PRoDUCT
APPROVED FOR THE PURPOSE. FOOTING PLACED ON FIRM UNDISTURBED
SOIL OR ON CONTROLLED FILL FREE OF GRASS AND ORGANIC MATERIAL,
Figure 3-7.2 Typical Footing and Pier lnstallation
. : l.' .' :f:.i.'/.:_,,-\q-
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26