200 W MARINE VIEW DR BAYWOOD 2025-09-16

09/16/2020 Todd Schutz - Nelson Worldwide Page 2 RESPONSE: 2. A. As discussed on the phone. The high exit signs will be added under the T.I. permit as the exits may change as tenant improvements get developed. B. The exit sign notes under the legend on sheet AN-1 was updated to include this information. 3. The following comments should be addressed for the Door Plan 3/A0.4: A. The minimum 18-inch side clearance should be dimensioned. B. The plan appears to show that a ramp may begin within 5 feet of the building face. Ramps are required to include a minimum 5-foot landing at doors. The landing may overlap with the maneuvering clearance, but not the door swing. The plan should show a minimum 5-foot clearance from the end of the door in its fully open position to the start of ramps. See IBC Section 1101.2 and ICC 117.1-09 Section 405.7.5. RESPONSE: A. A dimension has been added to detail 3/A0.4 noting the 18" clear dimension. B. Detail 3/A0.4 is not intended to depict a ramp condition. The locations of detail 3/A0.4 are called out on the site plan (A0.1) by keynote 4. Therefore this condition does not apply. 4. Sheet AN-0 states that the component performance method of WSEC-15 Section C402.1.5 was used, and specifies a minimum thermal rating for the roll -up doors of R=17.5. However, Sheet AN-0 indicates the thermal rating should not exceed U=0.057. The stated R-value appears to be the inverse of the calculated U- value. This relationship is generally not correct for composite systems. Documentation should be submitted substantiating doors rated at R=17.5 will have a maximum rating of U=0.057. Alternatively, Sheet AN-0 may be revised to require a maximum rating of U=0.057, or the calculation may be revised. RESPONSE: 4. The value listed on the cover sheet was changed to require a max U-value of 0.057. STRUCTURAL: 1. Structural and geotechnical special inspections are required for this project. A statement on special inspections is provided in the "Statement of Special Inspections" section of the General Notes on Sheet 51.0. The statement should include a table listing each type of special inspection and should specify the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The table should include special requirements for seismic and wind resisting systems as required by IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1,1704.2.3 and 1704.3. RESPONSE: Please see response letter from Shutler Consulting Engineers Inc.