2011, 08-08 Permit: 11002017 Inspect v.1"4:x cif �-
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S CITY Oro
MANUFACTURED HOME INSPECTION RECORD CARD
PERMIT #:
Valle OWNER: ���� cct
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ADDRESS: nz,di (per UR.
MANUFACT RER & MANUF DATE:
MODEL 7O ` I y2pAeSERIAL NUMBER:Ow/9 y_6263-L
"HUD" LABEL/STATE LABELUMBER: 1 1)j14. & [1-08. DATA PLATE:
DEALER: 5te,c �v(o �,�,G J DEALER#:
ELECTRICAL-L& I FINh(L APPROVAL:• L.
INSTALLER: WAYNES#:
INSTALLER: WAYNES#:
INSTALLER: WAYNES#:
INSTALLER: WAYNES#:
INSTALLATION
INSTALLATION #: CHOR#:
INSTRUCTIONS U5 MANUFACTURER: 3_,1,; , ...,e STATE: j
NFPA 225
FOUNDATION: FOUNDATION TO LOCAL BLDG CODE:
SUPPORT: SUPPORT LOCATIONS PER MANUFACTURER OR ENGINEERED DESIGN:
ELEVATION: ELEVATION OF LOWEST FLOOR(IF IN A FLOOD HAZARD AREA):
SUPPORT FOOTINI TYPE: Coc' e r £L/66oN
SIZE: r I " 1 Z't
PIERS: MATERIAL Co A.)c2,6 r k (3 L-&
SPACING:
SHIMS:
LOT/SOIL CONDITIONS:
ANCHORS: SPACING: "7
EQUIPMENT USED: /Vki h u `< /!1i 4 o v\ °`
EQUIPMENT APPROVED: l P A. F '� ,
FRAME REMOVED: PERMITED BY MANUFACTURER: /A
(PRIOR TO 11/89)
FOUNDATION TO LOCAL BLDG CODE:
SUPPORT LOCATIONS PER MANUFACATURER OR ENGINEERED DESIGN: 9u / N �e
ELEVATION OF LOWEST FLOOR(IF IN A FLOOD HAZARD AREA):
SKIRTING: TYPE: r.yyL-ei
ATTACHMENT TO HOME: 5C,Zt 4j
POLY ON GRADE: G M/4. r3 c_40/c._
ACCESS PANEL: \ / e
COMMENTS /
*FINAL APPROVAL MEETS THE REQ IREMENTS FOR TITLE ELIMINATION EXCEPT FOR PARK PLACEMENT*
INSPECTOR: _ irt 42))
, DATE/TIME: cg
ORIGINAL COPY:CITY OF SPOKANE VALLEY ADDRESS FILE COPY FOR OWNER
PFAFF ENGINEERS
PFAFF ENGINEERS, INC.
3 August 2011 12128 N.DIVISION STREET,#200
SPOKANE,WA 99218
TEL 509 467-8554
FAX 509 465-4711
Debbie Cherry elliffailarr
17307 E 6th Ave
Spokane Valley, WA 99016
RE: 17307 E 6th Ave, Spokane Valley, WA 99016; FHA Foundation Inspection
Dear Ms. Cherry
On 3 August 2011 at your request, Ken Pfaff, P.E. performed an inspection of the foundation and
anchorage beneath the manufactured home at 17307 E 6th Ave, Spokane Valley, WA 99016.
The purpose of this inspection was to confirm that the manufactured home at the above address rests
on a permanent foundation as defined by the HUD Standards (HUD Publication 7584 - Permanent
Foundations Guide for Manufactured Homes, September 1996).
This inspection report is limited to observations made from visual evidence. No destructive testing
was performed. As Professional Engineers, it is our responsibility to evaluate available evidence
relevant to the purpose of this inspection. We are not responsible for conditions that could not be
seen or were not within the scope of our service. This inspection did not include an overall
evaluation of the home. We did not enter all portions of the home. The scope of the inspection
does not assure that the property conforms to any regulations, restrictions, or building codes that
may be in effect at its location.
Our report has been prepared for the benefit and in strict confidence with you as our client. No
reproduction or reuse of this report for the benefit of others is permitted without expressed written
consent, except as may be required by Washington real estate regulation. Furthermore, except as re-
quired by real estate regulation,we will not release this report to anyone without your permission.
Summary of Findings
The visible portions of the foundation and anchorage of this manufactured home meet the
requirements of HUD standards (HUD Publication 7584 - Permanent Foundations Guide for
Manufactured Homes, September 1996) for foundations for manufactured homes to be financed with
FHA loans. The porches and decks are free-standing. The marriage line appears to be intact and
this appears to be the original location of the home.
LICENSED
PROFESSIONAL
ENGINEERS
COMMERCIAL/RESIDENTIAL
BUILDING EVALUATIONS
INSPECTIONS Via :'
ANALYSIS +�
RESERVE STUDIES Visit our website: ' " U:
wwwcriterium-pfaff.com
444® Vtla 3i t�
Observations:
This residence is a one-story "single-wide"manufactured home approximately 70 ft long by 14 ft
wide. HUD tag IDA 014085 was visible. The home is supported by 13 concrete block piers under
each chassis beam. Six pairs of piers are resting on frost protected,transverse, poured concrete
footings. Six pairs of transversely angled tie downs and two longitudinally opposed tie downs are
present to anchor the chassis beams to the footings. The metal perimeter wall fully encloses the
crawl space and provides adequate ventilation. The soil in the crawl space is covered with a 6 mil
black plastic vapor barrier. The front and rear decks are self supported. The marriage line does not
appear to have been broken.
The items below must be present to satisfy the requirements of HUD Publication 7584 - Permanent
Foundations for Manufactured Homes. Based on our observations and subsequent calculations,
these have been satisfied:
• The footings must bear on undisturbed soil or compacted soil (90% Proctor).
• Adequate drainage of the crawl space area is required.
• The perimeter walls must extend at least 8 inches above grade.
• The exterior grade must taper away from the home for drainage.
• A permanent well supported perimeter wall (skirting) must enclose the foundation to keep
out vermin and water.
• Any additions to the home (porches, decks, roofs, etc. must not bear on the home.
• The footings must be at least 8" thick.
• The footings must be protected from frost.
• The home must be properly supported with an adequate number of piers.
• The foundation must bear upon poured concrete footings
• The footings must be of adequate mass to resist uplift.
• The axles must be removed.
• An adequate number of screened vents must be installed around the entire perimeter of the
building to provide air circulation in the crawl space
• The soil of the crawl space must be covered with 6-mil polyethylene plastic.
• The home must have adequate anchorage to resist horizontal transverse loads.
• The home must have adequate anchorage to resist horizontal longitudinal loads.
If you have any questions about this report or inspection, 'lease feel free to call me for clarification.
Thank you for the opportunity to be of service. >lt4 A '" " ,,
t.
Sincerely, �-- 4.>ia`i s 'Cr*
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Kenneth P . ,P.E. �i" 4, 31405 �.�
Criterium-Pfaff Engineers ` t+im
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