What the public record says
HISTORIC The bricks along the left-side basement foundation wall shall be re-pointed and all missing or deteriorated mortar shall be replaced. 5. The existing 6x9 wood beam is inadequate support the design loads. The beam shall be reinforced as shown on the attached sketch and as follows: a. Add 3 round steel posts under the existing beam as shown on the attached sketch b. Each post shall be supported on a 24x24x12 thick concrete footings. c. Each footing shall have two #4 bars in each direction. Each post shall be anchored to the footing below with four 3/8 bolts through a 1/4 steel plate. Each bolt shall be embedded minimum 7 into the footing. Simpson post base or brackets may be used in lieu of the steel plate and anchor bolts. e. Concrete shall have a minimum 28-day compressive strength of 3500 psi 5. The rotted joist along the rear side of the basement ceiling shall be replaced with a new one. 6. Seal all basement foundation wall cracks in accordance with manufacturer's instructions and as follows: a. Thoroughly clean the cracks with chisel or similar tools and remove all debris from the cracks. b. Inject grout or water-resistant sealant into the cracks. c. Ensure that sealant reaches the full depth and width of the cracks along the full length of the crack (from above grade to below grade).
Recorded milestones
- Permit issued
Milestones apply to the recorded permits. They do not confirm that an entire development is complete or a business is open. No opening date is inferred.
Sources & confidence
Category labels may be inferred from official fields and scope descriptions. Related permits are grouped only where an explicit source project identifier is available. We do not combine unrelated permits merely because they share an address.
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