34 Stanford Heights Avenue, San Francisco CA 94127¶
List price: $995,000 ($881/sqft)
Neighborhood: Miraloma Park (SF District 4)
Type: 2 bed / 2 bath attached SFH + panoramic North/West views
Size: 1,129 sqft living, 2,522 sqft lot (0.058 acres) | Built: 1960
Zoning: RH-1 | No HOA
Parking: Attached 1-car garage (interior access, garage door opener, 2 remotes)
Seller: Lee Family Trust — owned since April 1973 ($29,500 purchase price). Mother lived there 50+ years, recently deceased. Siblings/adult children selling; none have lived there in 30+ years. Prop 13 assessed $75,724 (2025); taxes $924/yr. No recorded mortgage.
MLS#: 426136711 | APN: 3027A-098
Listing agents: Stacy Chui + Allen Ching, Sequoia Real Estate
Escrow: WFG National Title (Diana Ou-Yang) | Offer date: TBD
Status: Active, listed June 4, 2026. Open houses June 6–7.
Documents reviewed: TDS, SFSD, AVID, earthquake hazard report, preliminary title, termite report 06/01/2026 (image-based — findings unknown), home inspection Golden Gate HI 06/08/2026, structural engineer site visit Engin Yagmur / ECR Engineering 06/09/2026.
Seller Context¶
Trust sale with essentially zero financial floor. Basis is $29,500 from 1973. No mortgage. Siblings selling a house none of them have lived in for three decades — disclosures full of "Don't Know." They have no emotional attachment to a number and want a clean close. Large earnest money and flexible timeline are worth real dollars in negotiation.
Comps — March–June 2026¶
| Address | B/B | Sqft | Lot | Sold | $/sqft | Date | Notes |
|---|---|---|---|---|---|---|---|
| 358 Los Palmos Dr | 3/2 | 1,297 | 2,674 | $1,900,000 | $1,465 | 05/08/26 | Fully renovated; triple-tier Trex deck, sweeping Bay views, new roof, high-end kitchen. |
| 674 Rockdale Dr | 2/1 | 1,150 | 3,310 | $1,551,000 | $1,349 | 05/14/26 | AS-IS fixer, trust sale, K&T wiring, seismic issues, 1930. Spacious backyard, large lot. |
| 67 Molimo Dr | 3/2 | 1,430 | — | $1,700,000 | $1,189 | 05/12/26 | — |
| 100 Chaves Ave | 2/2 | 1,565 | — | $1,975,000 | $1,263 | 03/26/26 | — |
| 55 Marietta Dr | 2/1 | 1,520 | — | $2,075,000 | $1,365 | 03/23/26 | Likely renovated |
Working $/sqft — renovated Miraloma SFH: ~$1,250–$1,465/sqft
Working $/sqft — AS-IS fixer: ~$1,350/sqft (674 Rockdale, no foundation issues)
Outdoor Space Adjustment¶
Both comps have materially better outdoor space than the subject:
- 674 Rockdale: 3,310 sqft lot (vs. 2,522 sqft subject), spacious backyard, flat-accessible. The lot premium and usable yard were explicit selling points.
- 358 Los Palmos: Three tiers of Trex decking with Bay views from the top level — a significant amenity that contributed to its $1,465/sqft sold price. Probably worth $100–150K vs. a comparable renovated property without it.
34 Stanford Heights is on a sloped lot with only a rear landing and small patio. To achieve comparable outdoor living, a deck would need to be built (~$25–50K for a modest cantilevered or stair-stepped deck on this lot, more for anything substantial). Even with a deck added, the lot is the smallest of the three at 2,522 sqft and the slope limits usable area.
Outdoor space deficit vs. comps: approximately −$100–150K on renovated value, applied before structural discount.
Revised renovated value estimate (2/2, 1,129 sqft, panoramic views, no meaningful outdoor space): $1,350–$1,475K
The views partially offset the outdoor space gap — panoramic North/West views are a genuine premium in Miraloma. But Los Palmos had both views and the triple deck; 34 Stanford has views only.
Structural Engineer Findings — ECR Engineering, 06/09/2026¶
Engineer: Engin Yagmur, ECR Engineering (ecrengineering@gmail.com, 415-205-3804)
Format: Email narrative with site photos, same-day delivery
Root Cause Diagnosis¶
The structural movement is not hillside soil creep or foundation failure — it is caused by two specific, bounded problems:
1. Settling center post in garage (primary cause of floor slope/leaning)
The center post in the garage is settling because it carries too much load. It supports an undersized beam, which in turn supports the floor joists running perpendicular to the street under the cantilevered living room at the back of the house. The visible sloping of the floors and the leaning toward the backyard are a direct result of this post/beam deflection. The door trim distortion seen throughout the house confirms the direction and source of the movement.
2. Plumbing failure under the slab (secondary cause of cracking)
Plumbing issues with the bathroom drain and the surface drain in the garage have caused the soil under the slab to shift, resulting in the slab cracking and the bathroom tile cracking on the ground floor.
SE Assessment of the Large Slab Crack¶
Sellers had already patched a foundation crack and added a 1-inch cement layer in front of the existing foundation prior to listing. The SE noted this and said: "Without a demo, it's hard to tell if the crack is superficial or if it's a foundation crack caused by settlement." He explicitly stated: "I'm not sure if that requires immediate assistance. The concrete foundation in the rear wall looks very stable."
His recommendation: fix the post/beam and plumbing first, then wait one rainy season before doing any significant foundation work. The rear foundation wall is stable.
What This Means¶
This is the best-case structural outcome. The "house is leaning" language in the TDS is real but the cause is a failing garage post and an undersized beam — not hillside movement, not soil failure, not piering needed. These are standard structural repairs with known cost ranges.
The Scenario B (underpinning, $100–200K) outcome is effectively ruled out by the SE.
Red Flags¶
- Center post settling + undersized beam — primary structural fix. Bounded scope, but must be done before any finish work. Get a structural contractor bid.
- Plumbing under the slab — secondary cause of cracking. Camera scope under slab required; repair scope unknown until diagnosed.
- Large slab crack — SE deferred this. Real but not immediately urgent per SE. Revisit after post/beam fix and one rainy season.
- Sellers patched the foundation crack before listing (added 1-inch cement layer). SE noted this — can't fully assess underlying crack without demo. Flag this to your attorney; this is a material repair made pre-sale.
- Termite report (06/01/2026) image-based — findings completely unknown. Request Section 1 items from listing agent.
- Furnace beyond useful life + improper gas line (safety hazard, IRC violation — flexible connector through furnace housing). Immediate fix required.
- Rusted/corroded drain pipes in garage. Plumber evaluation needed.
- Dryer vent duct disconnected — fire hazard.
- Dry rot + wood-eating insects on rear deck and stairs — pest scope required.
- Electrical: 2-prong ungrounded outlets throughout, likely K&T or cloth wiring. 125A Crouse-Hinds panel. GFCI missing in multiple locations.
- Attic has no access hatch — inspector couldn't access. Condition unknown.
- 1960 construction — asbestos and lead paint probable. Untested.
- Zero lot line — attached to neighbor on at least one side. Limits renovation options.
Disclosed Defects — Full Detail¶
Tier 1 — Structural (Root Cause Now Identified)¶
| Issue | Source | SE Diagnosis |
|---|---|---|
| Center post settling in garage | SE | Primary cause of all floor slope/leaning. Post carries too much load; beam undersized. Fix: replace beam, reinforce/replace post. |
| Undersized beam under cantilevered living room | SE | Supports floor joists running perpendicular to street. Deflecting under load. Must be replaced. |
| Plumbing failure under slab | SE | Caused soil shift → slab cracked → bathroom tile cracked. Diagnose with camera scope; repair pipes + slab. |
| Large slab crack (patched pre-sale) | SE, TDS | SE deferred: "not sure if immediate." Sellers pre-patched with 1-inch cement layer — cannot assess without demo. Monitor post-fix. |
| House leaning toward backyard | TDS, SFSD, HI | Explained by settling post/beam. Not hillside movement. |
| Floors not level throughout | TDS, SFSD, HI | Same cause. Will improve materially once post/beam fixed. |
| Retaining wall problems | SFSD D.25 | Likely related to hillside, but SE did not call out as primary issue. Inspect as part of overall work. |
| Efflorescence on foundation walls | HI | Moisture. Monitor drainage. |
| Settling cracks in walls/ceilings + misaligned doors | HI | Symptomatic of post/beam issue. Should improve after fix. |
Tier 2 — Safety Hazards / Systems¶
| Issue | Source | Notes |
|---|---|---|
| Improper gas line at furnace | HI §9.4.2 | IRC violation, safety hazard. Immediate fix. |
| Furnace beyond useful life | HI §9.4.1 | Replace; budget $8–15K. |
| Dryer vent disconnected | HI §8.2.1 | Fire hazard. Simple fix. |
| Dry rot + wood-eating insects on deck/stairs | HI §3.6.1–3.6.2 | Pest evaluation needed. |
| Rusted/corroded drain pipes in garage | HI §11.3.1 | Plumber evaluation + camera scope. |
| Ungrounded 2-prong outlets, likely K&T/cloth wiring | HI §4.8.1 | Electrician needed. Full rewire scope TBD. |
| GFCI missing in multiple locations | HI §10.4.1 | |
| Range: 2 of 4 burners non-functional | TDS, HI | Replace appliance. |
Tier 3 — Cosmetic / Deferred Maintenance¶
| Issue | Source |
|---|---|
| Garage floor: moderate + severe cracking | HI |
| Dry rot at garage door jamb | HI |
| Previous moisture intrusion in garage walls | HI |
| Stucco-to-earth contact | HI |
| Rusted exterior vents | HI |
| Cracked concrete walkways | HI |
| Damaged fencing | TDS, HI |
| Cracked tiles, damaged cabinets in Bathroom 1 | HI |
| Attic inaccessible — no hatch | HI |
| Garage occupant door not self-closing | HI |
Cleared¶
- Seismic bolts confirmed in place by home inspector
- Water heater ~3 years old
- Smoke/CO detectors tested and operational
- Not in flood zone, fire hazard, or earthquake fault zone
- No HOA, no litigation, no code violations, clean title
Costs Estimate¶
SE has defined the structural scope. Scenario B (underpinning) is ruled out.
| Category | Low | Mid | High |
|---|---|---|---|
| Beam replacement + post reinforcement/replacement | $15K | $25K | $40K |
| Plumbing under slab (camera scope + repair) | $10K | $20K | $35K |
| Slab crack — defer; budget contingency | $0 | $10K | $30K |
| Seismic: cripple walls + hillside posts (bolts done) | $15K | $22K | $35K |
| Retaining wall repair | $10K | $18K | $30K |
| Subfloor leveling / jacking (after post/beam fix) | $5K | $10K | $20K |
| Furnace replacement + gas line fix | $10K | $14K | $18K |
| Kitchen gut + remodel | $60K | $80K | $100K |
| 2 bathrooms (upper + lower) | $40K | $55K | $70K |
| Electrical (panel audit, GFCI, K&T eval/rewire) | $15K | $27K | $40K |
| Plumbing above-slab (drain pipes + sewer scope) | $10K | $18K | $30K |
| Termite repairs (unknown — image PDF) | $5K | $15K | $30K |
| Asbestos + lead testing/abatement | $10K | $17K | $25K |
| Deck/stairs rebuild (dry rot + insects) | $10K | $15K | $25K |
| Misc (fence, paint, appliances, stucco, garage door) | $15K | $20K | $30K |
| Architect + permits | $15K | $20K | $30K |
| Total | ~$265K | ~$386K | ~$588K |
The structural scope is now the most bounded it can be short of a contractor bid. Mid estimate ~$386K is materially lower than the prior Scenario B mid of $500K. The key remaining wildcard is the termite report (image-based, findings unknown) and the extent of any electrical rewire.
Offer Strategy¶
The SE Finding Changes Everything¶
Before the SE, this was a coin flip between moderate and major foundation work. Now the root cause is identified: a settling post and undersized beam. This is not cheap, but it is categorically different from underpinning or soil remediation. The property is a viable project.
Ceiling Calculation¶
| Renovated value (no outdoor space premium) | $1,400K |
| − Works mid (structural + systems + finishes) | −$386K |
| − Deck build (to achieve parity with comps) | −$35K |
| − Risk buffer (termite unknown, slab crack, contingency) | −$75K |
| Ceiling | ~$904K |
Ceiling is ~$904K. Los Palmos sold at $1,465/sqft fully renovated with a triple deck — an amenity 34 Stanford cannot match without a significant build. Rockdale sold at $1,349/sqft AS-IS with a large usable backyard. Applying a renovated value of $1,350–$1,400K for a property with views but no outdoor space, and factoring in the structural repair scope, the ceiling lands well below $995K.
Recommended Offer¶
$870K–$920K — a meaningful discount from list, grounded in: - Outdoor space deficit vs. both comps (−$100–150K on value) - Known structural repair: post footing / beam scope ($25–50K, TBD with SE follow-up) - Plumbing under slab (unknown scope until camera) - Termite report findings unknown - Deferred slab crack (one rainy season) - Electrical: K&T/cloth wiring probable ($27K mid)
The seller has zero financial floor and no mortgage — they net a large gain at any price in this range. A clean offer at $900K with $50K earnest money, 17-day inspection contingency, and 30-day close is the right structure. Certainty and speed matter more to them than squeezing an extra $50K.
If termite report Section 1 items are under $15K: move to $910K–$925K.
If termite report reveals significant Section 1 items ($30K+): stay at $870K–$880K or negotiate a credit.
Do not offer at or near list. The outdoor space gap and structural scope together justify a 10–12% discount.
Before Offer Checklist¶
- [x] Structural engineer walkthrough ✅ — Engin Yagmur / ECR Engineering, 06/09/2026
- [ ] Contractor bid for beam/post replacement — get one number to validate the $15–40K range
- [ ] Plumber for slab drain — camera scope under slab to define repair scope
- [ ] Request termite report text from listing agent — image PDF unreadable. The only remaining major unknown.
- [ ] Electrician walk — K&T/cloth wiring suspected, 125A panel, GFCI missing
- [ ] Sewer scope — 1960 cast iron lateral, 66 years old
- [ ] Confirm offer date — TBD as of June 8; no competing deadline
Notes¶
- Panoramic North/West views are genuine upside — worth $75–150K over equivalent non-view Miraloma SFH once renovated.
- The sellers patched the foundation crack before listing (1-inch cement overlay). SE noted this; full extent unknowable without demo. This is material pre-sale work that should have been disclosed more explicitly.
- The SE recommended waiting one rainy season before significant foundation work after fixing the post/beam. Factor this into your renovation timeline — structural phase 1 (post/beam) is doable in year 1; any slab foundation work is year 2 at earliest.
- Zero lot line — attached to neighbor. Limits exterior work on at least one side.
- 674 Rockdale Dr (in this tracker) sold 05/07/26 for $1,551K AS-IS with K&T and seismic issues but no known post/beam settlement — useful upper bound for AS-IS Miraloma pricing.
- SF District 4 market strong: median $1.75M, +9% YoY.