4908 23RD AVE W 2016-01-01 MF Import

y'.J ~ • Lot 7 Plan 8290 �Che�Iieview Reeponee Page 3 ✓8. Prnvide tempered glaee at required hazardoue locations. (2406.4) �p�g: Rejer w GENERAL NOTES 3artty Qlasin�llasa�do�rt LoealloM Shee�A/1 WINDOW SCHEDULE Sheet A/.E. NO?Z: item #13af�(ilastA�gosarYlow Locotfon� UBC t/OR� Sl�eets A/4,A/b,A/7,A/R,A!'10. and A/11. ✓9. Handraile ahall satiafy the fol�owing (1006.9): s) Provide continuous handrail�or stairwaya with 4 ar more rieers. b) Handrails ahall be 34 to 38 incbes (864mm to 965mm) above the nosing of ti+eads. c) Intermediate blusters shall be apaced 4" (ld2mm) O.C. maximum on open side(s). d) The hand grip portion of handrail shall be not leas than 1-1l4" (32mm) not more than 2" (81mm) ia cross eectional dimenaion e) Return handrail to newel post or wall. $�i : Re�er to GENERAL NOTES: 3tatrtoqr UBC 190�itemN2 Handraik Sheet A/1 ond Note: Stairwqys UBC 1006 item#E Handraile and callout `7Yandrails sec 1006 9"�sta+w4Y on Floor Plon, Sheeta A/4, A/5, A/7, A/8, A/10, and A/11. Nau Section B"Stairwqy A Foyer Sheet A/8B and Section "C"Stainuay�Family Raom. Sheet A/3C. lO.Provide d.etail of attic ventilation type, aize, and lceation. Show the required net area calculations asauming approximately 76% of the vent area is net area unless the actual net area is given from the manufaaturer. The required ventilation area ratio ia 1/160 of the attic area or 1/300 of attic area if at least haif of the vent area ia more than 3' above eave venta (providing the remaining portion of the vent area). Opening to have 1/4" (6.4mm) con�oaion, reaietant metal meeh oovering. (1606.3) Vented blceking shall not compromise the atructural integrity of shear transfer, roof diaphragm to shear wall. � Calculatiorts and location caUout(s)haue 6een appended W the Roo(F}ami�g Pbn Shetl .,1/12 alao see Sectiona on Sheet(s)A/8B and A/3C. 11.Submit manufacturer trusa drawings and calculations, sealed by a Waahington State licensed engineer at this time. Or, pmvide a note on the drawings stating that the sealed trusa drawings and calculations will be reviewed by the archit�ect/engineer of record, prior to aubmittal to the jurisdiction for approval. Resaonse: Refer to CODISPOTI COMPANY CONSULTING letter of responae to stn�cktral�eview itema(or 6uilding components dated August 19, 1996(attached) 12.Call out anchor bolt aize and spacing on foundation plan or details (1806.6) Show both typical wall and shear v�all condition. Resnonse: Re(er to CODISPOTI COMPANY CQNSULTTA'G Ieuer of nesponse to strucwral neview items/or 6uilding components dated Auguat 19, 1996(attached)