5306 ROCKEFELLER AVE 2022-01-21 - Laserfiche WebLink

• • 2.3. Request Geotechnical and Live/Dead/Wind Etc. Loads: 2.3.1.Attached,see Exhibit A 2.4. Material Requirements—Now Included in Drawings 2.5. Proprietary Information: 2.5.1.Guards will be using"Severe Weather" Brown Pressure Treated Deck Rail 2.5.2.#2 grade, Hem Fir, Pressure Treated 2.5.3. Hot-Dipped Galvanized or Stainless-Steel fasteners and fittings will be used (NO Aluminum). 2.5.4.All other Proprietary Information (fasteners et al., are located within the drawings). 2.6. Missing Information: 2.6.1. Framing Sizes See Drawing A 2.6.2. Leader Information—Bottom of Each Page 2.6.3. Floor Joists-See All Drawings 2.6.4.Connections between framing 2.6.4.1.1. Joist-to-beam:See Drawing A 2.6.4.1.2. Post-to-beam:See Drawing A 2.6.4.1.3. Post-to-Foundation: See Drawing A 2.6.5.Fasteners See All Drawings 2.6.6. Shear Wall—N/A—There is no Shear Wall 2.7. Gusset— This is a creative idea to provide additional support-post to beam. It's not required. 2.8. Wood Near Grade 2.8.1.Nothing new Near Grade,only existing 2.8.2.See Exhibit for additional information 2.9. Foundation System For the Deck 2.9.1.Concrete with footings—see Drawing A 2.10. Shear Wall—N/A—There will be no Shear Wall 2.11. Steel Channels 2.11.1. X-X Direction runs parallel to the house, or Left/Right 2.12. This is a non-ledger structure, but the beams do go into the actual house through the brick and is attached to the house beams. 2.13. Posts,connections and supporting framing for the guards 2.13.1. Handrails and Guards will resist a linear load of 50 lbs per linear foot 2.13.2. Hold Down anchors shall have a minimum allowable tension load of 1,800 pounds. 2.13.3. See Drawings C, D,and E Sinc Tara "Courtney" Ric ards 5306 Rockefeller AVE Everett,WA 98203 Cell:425-344-3413 Fax:425-745-5114 courtneyrichards@allstate.com