HomeMy WebLinkAboutPermit Building 2019-06-24jSPRK11NG FIELD
,
OREGON
Web Address: www.springfield-or.gov
Building Permit
Residential Manufactured Dwelling
Permit Number: 811 -19 -000635 -MD
IVR Number: 811087832102
Permit Issued: June 24, 2019
TYPE OF WORK
Category of Construction: Manufactured Dwelling
Submitted Job Value: $44,500.00
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-3753
Email Address: permitcenter@springfield-or.gov
Type of Work: Replacement
Description of Work: Replacement Manufactured Home
JOB SITE INFORMATION
Worksite Address Parcel Owner: ALLEN JUDY E
5221 FORSYTHIA DR
1802042105300
Address: PO BOX 70491
Springfield, OR 97478 SPRINGFIELD, OR 97475
LICENSED PROFESSIONAL INFORMATION
Business Name License License Number Phone
JAMES EDWARD POETZL - Primary CCB 191268 541-912-7559
Inspection
5999 Final Manufactured Dwelling
5300 MH Setup
5240 Footing
PENDING INSPECTIONS
Inspection Group
Mfd Dwelling
Mfd Dwelling
Mfd Dwelling
Inspection Status
Pending
Pending
Pending
1020 Zoning/Setbacks 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: 811087832102
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: 6/24/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD
Permit Number: 811 -19 -000635 -MD Page 2 of 2
PERMIT FEES
Fee Description
Quantity
Fee Amount
Technology Fee
$6.85
Manufactured dwelling placement permit
1
$537.00
State manufactured dwelling fee
1
$30.00
Plan Review - Minor, City
1
$137.00
SDC: Reimbursement Cost - Storm Drainage
82.32
$82.32
SDC: Improvement Cost - Storm Drainage
118.72
$118.72
SDC: Total Storm Administration Fee
10.05
$10.05
State of Oregon Surcharge - MFD (12% of applicable fees)
$64.44
Total Fees:
$986.38
Printed on: 6/24/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD
DEPARTMENT USE ONLY
E'111111 i No Permit no.:
225 Fifth Street ♦ Sminefield. OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689
Manufactured Dwelling/Recreational-Park Trailer Date: 3 Z Z l
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 if work is suspended for 180 days.
LOCAL GOVERNMENT APPROVALS
Zoning approval verified: ❑ Yes ❑ No
Property is within flood plain: ❑ Yes ❑ No
Sanitation approval verified: ❑ Yes ❑ No
CATEGORY OF CONSTRUCTION
Residential
❑ Government
❑ Commercial
JOB SITE INFORMATION AND LOCATION
Job site address: 5 ;. j,1 r-8 P 5 '*yi H 1 A 5 -MC -5 T
City: _ p) ri
County: kkc-3
State: 6r -,6G Q rJ
ZIP: t $
Subdivision: �-� s�T
pace/tot no.:
Reference:
(- 0 5 3 4 4 1
�Taxlot.
DESCRIPTION OF WORK
$
Year Manufactured:
# Bedrooms:3
Sq. Ftg: ax 6 4 0
Value: 4 W -t S 010
PROPERTY OWNER
Name: -T VV D 4 6 N 1_l. -0N
Address: l°'0 60 -k `1 V 1
City: S P R t T3 6 r c E 1-U)
I State: &)'L t5
ZIP: q'T q -I
Phone�q t -1,z1- �.3 `i
Fax: - -
E-mail: 016E 1Q l< A- P -?4 (Z Cn uy, vt5 -r. "Z V_ -
This
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 918-515-0010.
Signature:
CONTRACTOR INSTALLATION
Business name: 3, IF, 6py--L yt-L_ "t C,� f�� ►�
Address: i. f� q 6 U 7t( a V? S Mt_V�_(
City: C_ 6� RD sir State: (41
ZIP: Q7 SL X
Phone:Sq l -R l L - 7 Sf q Fax: - -
E-mail:
CCB license no.: 2 (g
MDI license no.:
Print name: "-
Signator .
FEE SCHEDULE
Description
Qty.
I Cost eacb
Total
(1) Manufactured dwelling
(a) Placement (includes placement,
electrical feeder, water/sewer
connection):
$537.00
$
(b) Reinspection (no. of hrs, x fee per hr.):
$99.00
$
Placement permit can only be obtained by homeowner or Oregon -
licensed manufactured dwelling installer.
(2) Recreational -park trailer
(a) Installation (includes stand and
lot preparation; support blocking;
anchoring; temporary steps; plumbing,
mechanical, and electrical):
$537.00
$
(b) Reinspection (no. of hrs. x fee per hr.):
$99.00
$
(c) Each additional inspection: (1)
$99.00
$
Electrical service permit to be obtained only by homeowner performing
work or signing supervisor of Oregon -licensed electrical contractor
performing work.
FEE SCHEDULE
(3) Surcharge, 12% (.12 x total, equal to 1 or 2):
$
(4) State administrative fee for
manufactured dwelling (item 1)
only, OAR 918-500-0105(5):
$30.00
1
$30.00
(5) Technology Fee, 5%
$
TOTAL fees and surcharges (3 + 4+5):
ooCc o -k"" zc-�Ot
SIL � L DtA 7 - s
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467 Swan Ave o Hohenwald, TN 38462 • (800) 284-7437 • www.olivertechnologies.com
I
Fax (931) 796-8811
Oliver Technologies 1100 "V" Series All Steel Foundation System
Installation Instructions for California for CA -3 All Steel Foundation System
1100 ICV & 1100 IV M.H. Permanent Foundation System
Model
INTRODUCTION:
The All Steel Foundation 1100 W" series is designed for both dirt and concrete foundation applications. Where noted the 'ICV' indicates
wet or dry concrete set, and the "IV" indicates the ground pan dirt set. These drawings show foundations details which are applicable to
HUD code houses and California HCD code manufactured homes. The foundation plan shown is general and is to be adjusted to meet
the specific house being installed. These design drawings are supplemental to the home installation manual. Refer to the installation
manual for mating line and main rail pier locations and for specific support and anchoring requirements for special architectural features.
Pier spacings shall be based on soil conditions and roof loads for the site where the house is installed. This system meets the
requirements of California Code of Regulations, Title 25, Chapter 2, Article 7, Section 1333. This system complies with the wind and
seismic requirements of the California Building Code 2010.
GENERAL NOTES:
1. All work shall conform to the requirements of this design and of the building code adopted by the aglepcytibving j�Msdithon. •"�• •�
2. The "V" brace of the All Steel Foundation System has an approved design load as a pier of 4000 Ibr-..&" pier�8thef• than •_ •
the W" brace shall be in accordance with the home manufacturer's installation instructions and sha'Y be approved designs of CVJq
i•J
or steel support stands. ,
3. Design Criteria: Wind Pressures - 90 MPH Exposure C & 110 Mph Exposure C •,�,.,�
Roof Live Load - 40 psf Max per House Design / 100 psf Max per g0`us Desi jri ";..
Seismic - Design Category D
Roof Pitch - 6:12 Max
Eave Width - 16" Max •••• :•••.,
Sidewall Height - 102" Max •,��.,y
4. Determine the appropriate design wind pressure for this site (90 Mph or 110 Mph). Enter the appropriate section?.gS�-J4tJle 1 or ` ltte=2
(see page 3) to determine the number of all steel foundation brace systems and/or tiedowns required.
SPECIAL CIRCUMSTANCE:
For eave width between 16" to 24": use additional transverse system (noted by T, see drawing page 3)
If the Following Conditions Occur:
STOP! Contact Oliver Technologies at 1-800-284-7437 for further instruction:
A. Pier height exceeds 48" (From top of fopter to bottom of I -Beam).
B. Roof eaves exceed 24".
C. Sidewall height exceed 102".
D. Roof Pitch greater than 6/12.
E. Location is within 1500 feet of coastline.
F. Footing to surface area exceeds 3 square feet.
G. Main rail spacing exceeds 102".
Jan 09, 2018
ENGINEER APPROVAL
STATE APPROVAL
Rev. 12.12.10 Page 114
r
467 Swan Ave • Hohenwald, TN 38462 • (800) 284-7437. • www.olivertechnologies.com • Fax (931) 796-8811
INSTALLATION USING CONCRETE ("ICV")
The concrete footer, runner or slab may be any shape, that has a minimum of 2900 cu. in., with a minimum depth of 3 1/2" (dry set) or 6"
(wet set), at each system location. The surface of the footing must be large enough to support the pier load and allow at least 4" from
the concrete bolt to the edge of the concrete (example: 22" X 22" X 6"). The concrete shall be minimum 2500 psi mix (pre -blended sacked
concrete mix is acceptable). Special inspection of footing is not required.
"Special Design - When FOUR ICV's are installed on concrete runners or a full slab, no anchors are needed on single section
homes except where required by manufacturer.
If the 1100 ITC transverse system, (D(W or D) bracket only) is to be installed without using the 1100 ILC (V) longitudinal system
(J(W or D) bracket), it MUST be installed within 18' of a pier.
LONGITUDINAL (-V"): When using the 1100 wet set J(W) bracket, simply install the bracket in runner/footer OR when installing in
cured concrete, use the 1100 dry set J(D) bracket. The 1100 dry set J(D) bracket is attached to the concrete using (2) 1/2" X 3" concrete
wedge bolts. Place the bracket in desired location. Mark bolt hole locations, then using a 1/2" masonry bit, drill a hole to a m'nimum depth
of 3". Be sure all dust is blown out of the holes. Place wedge bolts into drilled holes, then place 1100 J(D) br„acket onto wedg*o bolts and :: • r
start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts down by hitting the nut (Do not hit taMdo of threaJs orl-bolt). .....
Complete by tightening the nuts. • •+.
LATERAL (Transverse Arm): For wet set installation set the transverse connector bracket D(WJinto runner/foote,- at desiredo.:..
location. For dry set installations, the transverse connector bracket D(D) is attached to the concrete using (2) 1/2” X 3" cone,-ete wedge
bolts. Mark bolt hole locations, then using a 1/21, masonry bit, drill a hole to a minimum depth of 311. Be surIFNW, %it is bl m,Nn_ cL't of the :: ;::,.
holes. Place wedge bolts into drilled holes,then place transverse connector bracket J(D) bracket onto wedg6� olt� and s a8:;,V Wge bolffi: �•.'
nuts. Take a hammer and lightly drive the wedge bolts down by hitting the nut (Do not hit the top of threadt°oyl°IJ' J�,.) Complete by ....
tightening the nuts..
SPECIAL NOTE: The longitudinal "V" brace system serves as a pier under the home and should beldacfdU as anymothcr pier
would be. To do this, it is recommended that after leveling all piers, add 1/4" to 112" of height to the home at system locabor"oE*at up the•.::'
longitudinal "V" brace system completely and then lower the home onto the piers.To begin setup, complete items 1 through 5 below.
INSTALLATION OF GROUND PAN FOR DIRT SET("IV")
1. Remove weeds and debris in an approximate three foot square to expose firm, level undisturbed soil or controlled fill for each
ground pan (B).
2. Place ground pan (B) centered directly below chassis I-beam. Press or drive pan firmly into soil until flush with or below soil surface.
INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM
1. Select the correct square tube brace (E) length for set-up (pier) height at support location.
PIER HEIGHT 1.5"
(Approx. 40.60 degrees Max.) Tube Len th
PIER HEIGHT =
the dimension from the
top of the pan to the
bottom of the I -Beam
14" to 18`
20"
18" to 25"
28"
24" to 35"
39"
30" to 40"
44"
36" to 48"
54"
NOTE:
a) Installation of the longitudinal system eliminates the need for the longitudinal anchors.
b) Installation of the transverse system eliminates the need for most of the diagonal frame ties and
stabilization plates. (see note e)
c) All other home manufacturer's installation instructions or stabilizing devices must be followed,
including installation of sidewall tie down anchors, shear wall or centerline tie down anchors.
d) If the home manufacturer's installation Instructions are not available, the home must be installed
in accordance with any slate promulgated rules, or as required by the authority having jurisdiction.
e) Installation of this system on single wide homes requires the Installation of 4 ground anchors
(rated min. 3150 lbs.) 1 at each corner not more than 10 ft. from the end of the home. (Except SpecOsg)
2. Place both 1.5" square tubes (E) into the "V" bracket (J). Insert 1 - 3", Grade 5 carriage bolt and leave nut loose for final adjustment.
3. Place I-beam connector (F) loosely on the bottom flange of the I-beam. Figure (1)
4. Attach the selected 1.5" tubes (E) to the I-beam connectors (F) and fasten loosely with 2 - 3", grade 5
bolts and nuts. NOTE: The footer must be level in both directions to ensure the angle markings on the
centerpoint connector are correct from the horizontal plane of the footer. The angle is not to exceed
60 degrees and not less than 40 degrees. The "V" bracket (J) is stamped with the angles to verify
correct degree. Use proper length tube or cut and drill tube to achieve proper length. (The tube may
be cut using any appropriate steel cutting method such as steel saw, cutting torch, etc. New holes
must be drilled to the dimension and at the location as shown for Figure (1).
5. Using standard hand tools, tighten all nuts and bolts. When connecting the brace tube to the I-beam s
connector (F), tighten at least one and a half to two turns past hand tight.
Rev. 12.12. 10 Page 2 / 4
_r
467 Swan Ave s Hohenwald, TN 38462 a (800) 284-7437 a www.olivertechnologies.com a Fax (931) 796-8811
INSTALLATION OF (LATERAL) TRANSVERSE TELESCOPING ARM SYSTEM (1100 ITV)
6. Select the correct transverse arm (H). The 60" sections are standard. The 72" sections are used on frame widths greater than 99.5".
7. Install the 1.5" transverse arm (H) to the transverse connector bracket(D) with a 2.5", grade 5 bolt and nut.
8. Slide the 1.25" transverse arm (1-12) into the 1.5" transverse arm (H). Attach the 1.25" transverse arm (1-12) to the I-beam connector
(1) with a 2.5", grade 5 bolt and nut. Connect (he I-beam connector (1) to the I-beam using the flat clamp, a 1 ", Grade 2 bolt and nut.
9. Secure the 1.5" transverse arm (H) to the 1.25" transverse arm (1-12) using the four (4) 1/4" - #14 x 3/4" self -tapping screws the in
pre -drilled pilot holes.
10. System Placement - SEE DRAWINGS:
A) Place two (2) systems at second pier from the end at the opposite sides.
B) In addition to A, add third system placed at center pier, outside rail, either side.
C) Second.pier from end, all four corners.
D) In addition to A or C, place 5th system at center pier, outside rail, either side.
(Except: When placing systems under (A,8&D) place B & D on opposite sides as shown)
11. Strap & Anchor Placement - SEE DRAWINGS:
Tiedowns with strap and anchor are required on single section houses and homes. (excludes special design critcoria) Strap and
anchor shall have a working load capacity of 3150 lbs. with a minimum ultimate capacity of 4725 Ins.,. Strap shaltorr'eet ASTM••••
D3953-91. Strap and anchor shall be installed in accordance with the home manufacturer's instael'Fior'f;;nstruc-,i9n�A • •
NUMBER OF FOUNDATION BRACING SYSTEMS REQUIRED FOR SEISMIC DES;OWCATEGORD I ••
- 40 psf Live Roof Load Max - 40 psf Live RoofU6d Max -
Any home 12' to 48' in width and up to 68' in length (box) Any home 12'to 48' in width and j'o•6B®in length (box)
requires three (3) 1100 I"V's (A&D). requires tour (4) 1100 I'V•ss(C). •'
A home between 69' and 76' in length (box) A home between 69' and m41�Tdr�th (box) •
requires the addition of one (1) 1100 ITV (A,B&D) requires Flve (5) 110E I7NPs (:kD) •
nom,... •
- 100 psf Live Roof Load Max - - 100 psf Live Roof Load Max - • • • •
Any home 12'to 48' in width and up to 76' in length (box) Any home 12'to 48' in width and up to 76' in length (box)
requires four (4) 1100 1"V"s (C) requires five (5) 1100 I'V"s (C&D).
2' MAX FR
END OF H(
MAIN
75"1
102"
PIER ON FOOTER PER HOUSE MANUFACTURER INSTALLATION INSTRUCTIONS
A- STRAP&ANCHORTIE DOWN TYPICAL SEET7(e)&171
PIER ON FOOTER PER HOUSE MANUFACTURER INSTALLATION INSTRUCTIONS
r1•
MAIN RAILS
75'MIN.
102" MAX
L ♦`
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Q
A,C p
o_ o LT
33'to 48'
MATING LINE PIERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS
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MATING LINE PIERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS
Rev 1-2.12. 10 Page 314
467 Swan Ave • Hohenwald, TN 38462 • (800) 284-7437 ® www.olivertechnologies.com s Fax (931) 796-8811
Parts List
CALL
OUT
PART #
NAME
MATERIAL
FINISH
SEE
KEY A
COMMENT
SEE
KEY B
B
1100 -1A -G
GROUND PAN
ASTM #A-36
C
CONCRETE
CONCRETE BASE (ie: footer, runner, etc.
`**
D
1100-3-G
GROUND PAN TRANSVERSE CONNECTOR BRACKET
ASTM # A-36
*
***
D
1100-W-TACA
CONCRETE WET SET TRANSVERSE CONNECTOR BRACKET
ASTM # A-36
./I*
"*
D(D)
1100-D-TACA
CONCRETE DRY SET TRANSVERSE CONNECTOR BRACKET
ASTM # A-36
E
1.50-20-P / G
"V" BRACE 1.5" SQ. TUBE 20" LONG
ASTM.# A513
1.50-28-P / G
"V" BRACE 1.5" SQ. TUBE 28" LONG
ASTM # A513
1.50=39-P / G
"V" BRACE 1.5" SQ, TUBE 39" LONG
ASTM # A513
1.50-44-P / G
"V" BRACE 1.5" SQ. TUBE 44" LONG
ASTM # A513
1.50=54-P / G
"V" BRACE 1.51 SQ. TUBE 54" LONG
ASTM # A513
F
1100-10-P / G
"V" BRACE I -BEAM CONNECTOR
ASTM # A-36
H
1.50-60=13 1 G
TELESCOPING TRANSVERSE ARM 1.5" SQ. TUBE 60" LONG
ASTM•#
H
1.50-72-P / G
TELESCOPING TRANSVERSE ARM 1.5" SQ. TUBE 72" LONG
ASTM 7,A51
H2
1:25-60-P / G
TELESCOPING TRANSVERSE ARM 1.25, SQ. TUBE 60" LONG
ASTM..' r e;z
H2
1.25-72-P / G
TELESCOPING TRANSVERSE ARM 1.25" SQ. TUBE 72" LONG
ASTMS A513
'
1
1100-9-P / G
TRANSVERSE ARM I -BEAM CONNECTOR
ASTM # A-36
' /' `_
`* ;
J
J(W)
1100-11-0
1100•W-CPCA
GROUND PAN "V" BRACKET
CONCRETE WET "V" BRACKET
AST M.#,LA-�,
ASTM4'hrt.-`36'
*'
*?
**t
J(D)
1100-D-CPCA
CONCRETE DRY "V" BRACKET
ASTM;a3"
`�
,�
KEY A ' Rust Resistant Black Paint KEY B **' Hardware Required - Refer to Installaticr 1-zsOuctions gor Sppcificatio`h
** Zinc on Steel of .30 ozlft s+ : • • •' !!
a
1i•9s
-Transverse Arm
-Beam Connector
F -
"V" Brace [-Beam
H -Transverse Arm
/ Top/ Inside (1.25")
Connectors
Bottom / Outside (1.5")
D - Pan Transverse Connector Bracket
or D(W) or D(D) Concrete --_
Transverse Connector Bracket �
B - Ground Pan or
C - Concrete Base
(ie: footer, runner, etc.)
E -"V" Brace Tube
(1.5")
- Pan "V" Bracket or
;W) orJ(D) Concrete
"V" Bracket
Rev. 12.12. 10 Page:Ij 4'
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Manufactured Home Replacement
Location:
5221 Forsythia Street
Springfield, Oregon 97478
Replace existing manufactured home with a new manufactured home.
We are replacing the existing 2 bedroom, 2 bathroom home with a
3 bedroom, 2 bathroom home.
All utilities are existing. Water, sewer, electrical, phone and cable.
The approach and driveway are also existing.
We are simply replacing the old home for a new home.