505 LAUREL DR 2025-03-12 - Laserfiche WebLink

ISPSC Section 305 should be specified and construction details provided as required. Additional requirements discussed in the comments below should also be addressed. See Sections R106.1.1 and R301.1.3, and IBC Section 107.2.1 Response: Make and model has been added to the site plan. An exaggerated view of the area is included on Exhibit A for a more detailed layout, this also includes make and model. The Barcelona installation guide (Document 1.0) includes the manufacture's installation requirements including a cross section, depth and excavation details for construction of the pool. Per ISPSC Section 305 Exception please see document 3.1 & 3.2 that complies with safety cover ASTM F 1346 as noted in the documents. Also see document 2.0 which includes ICC-ES Evaluation that documents compliance with IRC & IBC. 2. The proposed project appears to require a geotechnical evaluation of the project site per IBC Section 1803.5. Recommendations should be provided per Section 1803.6. See Section R301.1.3 and IBC Section 1803.1. Response: Geotechnical report completed by AESI dated October 26, 2022 is included in the packet. 3. Geotechnical special inspections are required for this project. Additional structural special inspections may also be required pending responses to the comments below. A statement on special inspections has not been provided and should be submitted with the permit documents. The statement should include a table listing each type of special inspection and shall specify the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. At a minimum, the inspections should include verification of site soils, bearing capacity, and type and placement of fill soils. See IBC Sections 107.1, 1704.2.3 and 1704.3. Response: The site has been inspected per the Geotechnical report which is provided and includes recommendations. 4. The proposed project includes excavations near the existing house that is located near to and uphill from the pool. Movement monitoring of the house may be required for this project and should be specified as appropriate. See IBC Sections 1803.5.7 and 1804.1, and additional comments below. Response: Please see Geotechnical report provided. 5. The proposed project involves installing premanufactured pool shell per ICC-ES Report ESR- 2014. Section 4.1 of that report appears to indicate that the pool should be installed on a flat site with undisturbed soil that is capable of resisting the outward hydrostatic pressures from the pool. However, the project site is sloping and appears to require a combination of slope cuts and fills to provide the appropriate conditions for the pool. The site plan should be revised to show modifications to the project site. See IBC Section 107.2.6. Response: Please see Geotechnical report provided, soils are undisturbed where the excavation will occur. Please see Exhibit A Enlargement of Pool Area that shows a close up of the pool area including retaining walls and heights. A retaining wall Page 2 of 4