8531 EVERGREEN WAY COMMUNITY HEALTH CENTER 2025-05-28

Project Name May 1, 2023 Page 3 10. Comment: detail 1/A7.1 should specify pipe protection. See IBC section 1101.2 and ICC A117.1-09 section 606.6. Response: Noted, see interior elevation 1/A7.1, added annotation reads: "PIPE PROTECTION." 11. Comment: The solid blocking notes in details on sheet A7.1 should specify that the blocking can support a minimum 250-LB load. See IBC section 1101.2 and ICC A117.1-09 section 609.8. Response: Noted, see interior elevation 2/A7.1, added note, reads: "PROVIDE SOLID BLOCKING FOR MINIMUM 250 LB. LOAD AT ALL TOILET ACCESSORIES," 12. Comment: The shower in Room 114 should provide a minimum 48-inch clearance from the control wall surface. The Floor Plan on sheet A2.1 appears to show the clearance from the room wall surface, not the shower wall surface. Both the plan and detail 4/A7.2 appear to provide less than the required clearance due to encroachment by the sink. The design should be revised. Response: See revised floor plan 1/A2.1 and revised interior elevation 4/A7,2. Energy: 13. Comment: detail 4/A5.1 specifies rigid insulation on the foundation exterior extending to the top of the footing. The insulation is required to extend 24 inches horizontally from the foundation. See WSEC section C402.2.6 and Table C402.1.3. Response: See revised sheets, A4.1,A4.2,A4.3, and A4,4, see revised details 4/A5,1, 5/A5.1, 6/A5,1, 2/A5.2, 6/A5.2, & 17/A5.2, illustrating 24 inches of rigid insulation horizontally from the foundation. 14. Comment: The project is required to include a schedule of energy credits per WSEC section C406.1. Response: See mechanical and interior lighting compliance summary reports included in deferred mechanical and electrical permit applications. 7 total energy credits Miscellaneous: 15. Comment: The building elevations and sections, and detail 4/A5.1 do not appear to provide the minimum required clearance of wood framed construction above the adjacent grade. detail 1/S302 specifies a 6-inch clearance. The construction drawings should specify a minimum 8-inch or 2-inch clearance to loose soil or hard surfaces, respectively. See IBC sections 2304.12.1.2 and 2304.12.1.5. Response: See revised sheets, A4.1,A4.2,A4.3,A4.4,A5.1, see revised details 4/A5.1, 5/A5.1, 6/A5,1, Response: See Structural Plan Review Response Letter, 16. Comment: The roof is anticipated to potentially support mechanical equipment. The following comments should be addressed: a. The approximate locations of equipment should be shown in the roof plans. See IBC section 107.2.1. Response: See sheet A2.3, VRF cooling tower shown on roof plan. Response: See Structural Plan Review Response Letter. b. The estimate weights of equipment should be specified in construction drawings. See IBC section 1603.1.8. Response: See Structural Plan Review Response Letter. c. The roof may require taller parapets or fall-protection systems depending on the equipment locations. The drawings may need to be revised. details for fall-protection systems should be Cc: 4d .(;"---