825 HAWTHORNE ST 2016-01-01 MF Import

grade method as the maximum allowable building height in this zone is 80', so our overall building height is not critical. 9. Roof framing plan is now included in the drawings. Please see sheet Gl. 10. Please refer to sl�ear wall key, attached to drawings, as supplied by the latcral engineer. You may call us if you have questions regarding this, or contact Structural Design Assoc. directly at 425l339-0293. 11.1'ypical studs and spacing an: called out on our typical wall section, detail A, sheet 19. Minimum grades arc dictated under "General Structural Notes", sht. 21. Specific size or grade requirements beyond the typical are called for, as necessary, at their locations on the plans. Wood members exposed to weather and thereforc required to bc pressure-treated aze cal(ed out, as required, at location on plan and on corresponding details and sections on sheets 19 & 20. 12. Please note that cle�rance dimensions (reading "36" CLR.'' ) have been added wherever our framing dimensions arc judged to be tight, with special attention to units A uid C. 13. All door and �vindow sizes and special glazing (wherc required) arc now called out on the ileor plan drawings, immcdiately to the outside line of U�e building as space allows, or indicated with an arrow in the few cascs where crowding would cause confusion (please see sheets 3-5, 7- 9, 11-13, and 16-18 ). We have also noted safety glazing reyuirements on all elevation drawings for greatcr clarity (plense sec sheets 2, 6,10, & 15 ). 14. Detnils to satisfy the concerns addressed by EEii3 1848 have been added. Please see sheet C- 3. A signed statement declaring satisfaction of the mquirements of EHD 1848 now appenrs on sheet 21. 15. Setback lines �vhich u(Tect the c:u�tilevers in question have been added to the tloor plans, :is rcquested. Pleasc sce shccts 4,11, & 16. Also please notc that we arc rcquesting a modification for the 3-foot balcony at Unit C, through Mc Ingalsbe. 16. Please sec new detail `A', shcet 5, for connection of WP steel beam to Glue-I.am. 17. We are mqucsting additional modifications for this particulaz element. Please coordinate with Mr. Ingalsbe on this item. 18. Please sce that a triple swd is now called for at the soud� end of G.L. 5 1/8" x 10 %:"' beam (shect 4), and a Iriple stud to receive this at tloor below (shL 3). We now call a double stud at the main (loor (sht. 3) betwcen thc cntry porch and cant. abv. To carry double smd above (shL 4). The 2x 12 rafters ure connected to U�e wall framing with H-1 anchors, per the typical H�all section (delail A, sheet 19). Please allow a defcrnicnt on the specification of the hanger at the Glue-Lam, for selection by the truss ma�iufacturer. We have calculated and called out the load at this hanger (2800 lbs.), but we