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700 Pine Historic Structure Assessment
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Historic Preservation Commission Agenda and Packet 2024 12 16
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700 Pine Historic Structure Assessment
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Last modified
12/12/2024 6:07:06 PM
Creation date
12/12/2024 2:14:22 PM
Metadata
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Template:
City Council Records
Meeting Date
12/16/2024
Doc Type
Boards Commissions Committees Records
Property Address Number
700
Property Address Street Name
Pine
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DAA JDESIGN <br />ARCH ITECTURE+INTER IORS <br />Recommendations: <br />1. <br />The beams and beam supports should be replaced or reinforced as prescribed by a licensed <br />structural engineer. The best method is to construct new beams and beam supports that support the <br />existing floor joists and remove the existing beams and beam supports as prescribed by a licensed <br />structural engineer. These new supports should bear on footings, or any other type of foundation as <br />prescribed by a licensed structural engineer and located at a depth and soil bearing capacity as <br />specified by a licensed geotechnical engineer. <br />2. <br />The floor framing should be observed by a licensed engineer and repaired as needed. The existing <br />floor joists may be over spanned per current IRC code. New floor joists should be sistered to the <br />existing floor joist or new beam lines should be added to the main floor system to support the existing <br />floor joists as mentioned above. Special attention should be given to the connections between the <br />00.� <br />foundation walls, floor joists, beams, and beam supports. The floors are not suitable for additional <br />� <br />load resulting from a remodel or addition. <br />3. <br />It is likely that the non -visible portions of the floor structure are constructed in a similar manner to <br />those areas that are exposed. However, the entire floor structure should be verified and evaluated by <br />a licensed structural engineer prior to any remodel or addition. <br />4. <br />If the main floor deflection is inadequate, consult a licensed structural engineer for additional support <br />design options. <br />5. <br />New beams may need to be added to support the point and distributed loads from the roof framing as <br />specified in the recommendations of the 'Roof Framing Systems' section of this report. <br />6. <br />Rim joist insulation should be added to achieve an R-value as close as possible to current code <br />standards. Verify that the crawlspace is a conditioned area otherwise insulation should be added to <br />achieve an R-value as close as possible to current code standards. <br />Original floor joist and floor sheathing. <br />700 PINE PAGE - 17 <br />
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