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