10013 4TH AVE W 2016-01-01 MF Import

�J PUBIIC WORKS • 3. Design loads should be indicated on the drawings, per IBC section 1603.1, even for ,i conventional light frame construction. Design Ioads are nova indicated in the Project Data on Cover Sheet AO 4. The design snow load should be accounted for on the roof framing design. Snow load is „ accounled for, see accompanying slructural calcuiatinns per design snow load 5. Please indicate the detailing to conform to the 2009 International Building Code, induding all new and existing materials, dimensioning, and connections. Thorough materials, dimensionmg � and connections detailing has been provided 6. Calculation5 by a licensed Washington State Professional Engineer or Archited are required to � verify that the new structure is designed to resist wind and gravity loading, per IBC chapter 16. See accompanying structural calculations Construction 1. New doors and �Nindows should be dimensioned in a door or window schedule with the schedule symbol referenced on the plans. Schedules shouid indicate hardware sets for the new / doors, and type of glazing for the windows. Hardware schedule, door schedule, and door types added to Proposed Plans sheet A2. a. The minimum size for the accessible entrance door should be shown on the schedule as 2'-10" wide, 6'-8" high, per IBC section 1008.1.1. See door schedule b. All new doors should be identified on the door schedule with a specifc door hardware set that does no: require tight grasping, pinching or twisting of the wrist to operate, per IBC section 100R.1.9.1. All doors are on door schedule, nole regarding 1008.1.9.1 added c. Door hardware height should be shown on schemat�c door elevations, per I(iC section 1008.1.9.2. Dimension locating door hardware on door types schematics d. Vision lites (if any) should be shown on schematic door elevations per iBC A117.1 secCion 404.2.10. No vision liles � e. Ma[erials, such as safery alazing, should be shown on the door and window schedules, as required by IBC section 2406.4. Window schedule calls for tempered glass in wmdow tt2 2. Ventilation can be handled either by natura� ventilation or mechanical ventilation, per IBC ,; 1203.1. It doesn't appear that all the windows are operable. Office and entry areas require an airflow of 5dm per person and reception areas require 60 cfim per person, Fzr IMC table 4033. At leasl one window is operable m each room, plans have been updated to show lhc existing windows accuratety to address Utis item on Prcposed Flooi Plan 1,'A2 and Proposed Elevations 1lA3 3. Comments that were not addressed on the drawings from the previous correciion letter have been highiighted and attached to this letter. Please note tne following: / a. The hardware set for the accessible zntrance door should be shown on the drawings, per the previous correction letter, comment 7. Hardware set is specified on new door schedule and note on Proposed Floor PI2n 1/A2