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The city’s form says 70. The county’s ordinance says 90. Both are official, both are current — and this page is not going to pretend otherwise.

Two official documents disagree on Ashton’s ground snow load: the city’s permit application prints “70 lbs.” (form dated 2008), Ordinance 2005-02 §3 assigns the Ashton District 90 PSF, the U of I 2015 study says 103 psf. All re-verified 15 September 2026. Ask which figure governs, in writing, before a roof is designed. (208) 656-1516.

Two sentences, two documents, two different numbers

This page exists because something is wrong on the record, and pretending otherwise would be worse than the thing itself. Two official documents — both live on their publishers’ websites today, both re-opened for this page on 15 September 2026 — print different ground snow loads for the same town. The City of Ashton’s own building-permit application says one thing at the end of its signature paragraph:

Remember the snow load for Ashton is 70 lbs.

— City of Ashton Building Permit Application (city-published PDF, cityofashton.com/planning-and-zoning). Retrieved 15 September 2026

And the ordinance Fremont County adopted to set snow loads by district says another:

Section 3. Ground Snow Load: The ground snow load shall be … 115 PSF. for the North Fork Highlands district. 90 PSF. for the Ashton District…

— Fremont County Ordinance No. 2005-02, Section 3 (county-published PDF, fremontcountyid.gov DocumentCenter). Retrieved 15 September 2026

Seventy against ninety. Both quotations are verbatim, both sources are official, and this site is not going to quietly pick one. What follows is where each number lives, where this site’s own 90 comes from, and the question that settles it for a real project. First, the two documents side by side:

The city’s applicationThe county’s ordinance
Published byCity of AshtonFremont County Board of Commissioners
Kind of documentA permit form the applicant signsAn adopted ordinance with the force of law behind it
Prints“Remember the snow load for Ashton is 70 lbs.”“90 PSF. for the Ashton District” in Section 3
Says where its number comes fromNo — no unit beyond “lbs,” no citation, no district, no adoption dateYes — loads are assigned by district, in named sections
How it readsA reminder, appended to a paragraph the applicant signsA rule, in the county’s adopted law
Date on the documentPDF file properties: November 5, 2008Ordinance No. 2005-02, from 2005
Retrieved for this page15 September 202615 September 2026

Document one: the city’s application form

The 70 comes from the last sentence of the representation paragraph on the City of Ashton’s one-page building-permit application — the paragraph the applicant signs, above the signature line. The form is offered as a PDF on the city’s planning-and-zoning page. Read closely, here is everything that sentence does and does not tell you:

  • It prints a number — “70 lbs.” — and nothing around it: no citation, no district, no adoption date.
  • It writes “lbs,” not pounds per square foot; the unit is implied, not printed.
  • It carries its own age: the PDF’s file properties read November 5, 2008.
  • It does not say whether the figure still reflects current city practice — no form could.

That silence is not a scandal; it is a form doing form things in 2008. But it means the figure’s authority has to be asked about, not assumed. The full walk-through of that form — checkboxes, contractor number, fee math — is on the page that reads it field by field.

Document two: the ordinance this site quotes

The 90 comes from Fremont County Ordinance No. 2005-02, adopted by the board of county commissioners, which divides the county into snow-load districts and assigns each a figure. Before writing this page, every 90 on this site was re-read to confirm its source. The answer is one place — Section 3 of that ordinance — and the trail, checked today:

The ordinance text was first retrieved 13 August 2026 and re-verified today against the county’s own DocumentCenter copy. Why the site built on the ordinance number: it is the figure adopted by law, printed on the county permit path this site walks, and named in the plan-set requirements the county building department reviews — a reason to publish 90, not a reason to hide 70.

The third figure, because it is already on the record

There is a third number in this story, and this site has carried it openly since August: the University of Idaho’s statewide study, Ground Snow Loads for Idaho — 2015, models towns individually and returns 103 psf for Ashton at 5,260 feet. The 2015 edition is part of the fact’s identity — a vintaged reference, not a rolling series — re-pulled today from the university’s library and checked against this site’s existing framing, which matches. The study is also explicit about its own station data:

Ashton station (NWS) has a 50-yr ground snow load of 106 psf and elevation of 5,212 ft.

— Al Hatailah, Godfrey, Nielsen & Sack, Ground Snow Loads for Idaho — 2015, University of Idaho, footnote 48. Retrieved 15 September 2026

So the full honest picture is a table, not a sentence:

SourcePrintsWhat it isVerified
City of Ashton permit application70 lbs.A one-line reminder on a form whose file properties read 2008; no unit, no citation, no district15 Sep 2026
Fremont County Ordinance 2005-02, §390 PSF, Ashton DistrictThe figure adopted by ordinance for the district — the source of every 90 on this site15 Sep 2026
U of I study, 2015 edition103 psf at 5,260 ftA town-level engineering reference; its footnote 48 records the Ashton NWS station at 106 psf, 5,212 ft15 Sep 2026

None of the three agrees with the others, and the two that disagree hardest — the city form and the county ordinance — are the two a permit file actually touches.

What 70-versus-90 means, and what it does not

The gap is 20 pounds per square foot on the ground-load input — the number a structural engineer starts from when sizing a roof. What it does to truss depth or framing cost is engineering, laid out on the flagship page; what needs saying here is direction. The city form’s figure is the lower one, and the asymmetry runs one way:

If the office requiresThe design must satisfyA roof designed to exactly 70
70 lbs (city form)70Meets it — and sits 20 psf under the ordinance figure
90 PSF (county ordinance)90Does not meet it — a redesign, not an adjustment, once drawings exist
103 psf (study-informed design)103Does not meet it — and exceeds the ordinance minimum by design

That one-way asymmetry is why the question is worth settling before drawings, while it costs a phone call, rather than after, when it costs a redesign — the same discipline the frost-depth and district-split pages teach.

The question that settles it

Neither document can tell you which number governs your project, because the answer lives in an office, not on paper: the office that will hold your permit decides what its reviewer requires. The sequence, and what each move settles:

MovePut it toWhat the answer settles
Establish which office takes your application — city’s or county’s — before anything elseBoth offices, in writingWhich file your lot lands in; the jurisdiction question is framed on the page about the city’s own code
Ask: “Which ground snow load governs the design review for this lot — the city application’s 70 lbs, or the ordinance’s 90 PSF Ashton District figure?”The office that holds the permit, in writing, datedThe governing number for the design review — the one fact neither document gives you
Ask which ground snow load the design uses, and whyYour structural engineer, in writingThat the drawings and the governing number tell one story; a design may exceed the minimum, never undercut it
Put the answered number into the bid setEvery builder you priceComparable bids — two roofs designed to different snow loads are different houses, and nothing on the bid’s face says so
Keep the written answer with the permit fileYourselfThe record, if the office’s answer ever differs from what its own form prints

If the two offices give you conflicting answers, that is a real thing to know in advance — this site helps frame that call at (208) 656-1516.

Why publish this at all

A site that tells you Ashton is 90 PSF owes you the fact that the city’s own form says 70. Leaving it out would be easier — one number, one story, nothing to explain. But the point of reading primary documents is that sometimes they disagree, and a research site that only surfaces agreement is summarizing with extra steps. The county’s says 90, the city’s says 70, the state’s reference says 103. Knowing that is the most useful thing a buyer here can walk into a permit conversation already knowing.

Common questions

What is the ground snow load in Ashton, Idaho?

It depends which official document you read — and that is the honest answer. The City of Ashton's permit application prints 'Remember the snow load for Ashton is 70 lbs.' Fremont County Ordinance 2005-02, Section 3, assigns the Ashton District 90 PSF. The University of Idaho's 2015 study returns 103 psf for the town. The office that holds your permit decides which figure governs your project.

Why does the city's permit form say 70 lbs?

The form does not say — it prints the number as a one-line reminder at the end of its signature paragraph, with no unit beyond 'lbs,' no citation, and no adoption date, and the PDF's file properties date it to November 5, 2008. Where the figure comes from and whether it still reflects city practice is precisely the question to put to city hall in writing.

Why does this site publish 90 PSF?

Because every 90 on this site quotes the same source: Section 3 of Fremont County Ordinance No. 2005-02, which assigns ground snow loads by district — 90 PSF for the Ashton District. It is the figure adopted by ordinance and carried on the county permit path. Re-verified against the county's own PDF on 15 September 2026.

What does the University of Idaho study say for Ashton?

The 2015 edition returns a 50-year ground snow load of 103 psf for Ashton at 5,260 feet. Its footnote 48 adds that the Ashton NWS station shows 106 psf at 5,212 feet. The study is a vintaged engineering reference — the 2015 edition is part of the fact — and it was re-pulled from the university's library on 15 September 2026.

Which figure should my engineer design to?

The one required by the office that will hold your permit — established in writing before drawings. Ask the office directly which ground snow load governs its design review for your lot, and ask your engineer which value the design uses and why. A design to exactly 70 does not satisfy a 90-PSF requirement; the asymmetry runs one direction.

Is the difference between 70 and 90 significant?

It is 20 pounds per square foot on the ground-load input, and the city form's figure is the lower of the two. What it does to a specific roof is engineering — this page routes that to your engineer. The practical point is timing: settling the number before drawings costs a question; after, it can cost a redesign.

Are both documents current?

Both are live on their publishers' websites as of 15 September 2026 — the application PDF on the city's planning-and-zoning page, the ordinance in the county DocumentCenter. 'Current' means retrievable today; the city form's own file dates to 2008 and the ordinance to 2005, so whether each still reflects practice is a fair question to ask the office that uses it.

Does this disagreement affect the county permit path?

The county path carries the ordinance's district figures — that is unchanged, and the county permit page walks it as before. The 70-lb sentence sits on the city's own application, and which file a given lot lands in is the jurisdiction question this site frames on its city-code page. Neither document settles that by itself.

Where can I read the two sentences myself?

The city's application PDF is linked from cityofashton.com/planning-and-zoning; the ordinance is in the Fremont County DocumentCenter; the University of Idaho study is published by the university library. All three are quoted verbatim on this page as retrieved 15 September 2026.

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