1726 63RD ST SE 2023-06-23 - Laserfiche WebLink

• * Continuing from the previous comment, it is unclear if beams located above the garage are being replaced/new or are existing to remain. Structural calculations should include the design of the 5 1/8 x 16.5 Glulam floor beams (20'-0" and 16'-0" spans) located above the garage if these beams are new. Additional plan notes and wall key have been added to define areas of work. 6. See Sheet S-1 and S-2. Structural calculations should show the existing footing is adequate for the rallel wall girder truss located next to the laundry room. See revised structural calculations 7 Structural calculations should include calculations showing the deck footings are adequate. See evised structural calculations - 301/0 re,e tw (3u...t ()LAM CAW, Ot.T C-0 v4"0 ((See FORTE Calculations page 4, deck beam total length measured from outside to outside is 14'- 6" but plans show a total out-to-out length of around 15'-6". Plan dimensions have been corrected. 9. Plans should provide typical structural framing/connection details: See revised structural calculations and added structural detail sheet. etail of the trusses to the wall top plate. Detail should show a connection that is capable of resisting uplift forces. R802.11.1 See above general response A bracing detail for the gable end trusses. R802.10.3 See above general response /A floor-to-floor framing detail showing a complete load path and shear transfer. See above general response ).O Hold downs should be provided to resist uplift forces caused by overturning effects by lateral forces. Provide appropriate tie downs for walls with a resulting uplift force. Calculations substantiating the design should be submitted for review. CIBC 1604.4 and SDPWS 4.3.6.4.2 See revised structural calculations and additional plan notes and wall key have been added to define areas of work. Also see pan for hold downs that are existing from 2008 addition. ee Sheet A-2 and S-2. It appears that a portion of the framing in the laundry room is missing. See back wall of laundry room ("FOLD'G SH." area). R106.1.1 This is only a shelf and will have no floor load, it will be constructed between the trusses to allow for overbuild dormer to match existing and allow window for light. Shelf height will be a minimum of+ 36" to match base cabinet height with a vertical face/wall to separate from living area and attic. Mans should specify special inspections and the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The list of special inspections should also include an inspection for shear walls with nailing closer than 4 inches o.c. IBC 1705.12.2 Special inspections shall be provided as required, see structural engineering information. ,1'3. Information for SW2 in the shear wall schedule on Engineered Notes 2018 Version should be updated to match the shear wall schedule on Sheet S1. Shear wall notes are updated and located in one place. Thank you for your time and consideration regarding this project. If you have any questions please contact me at 425-344-9942 or via email at GonzalesDesignPartners@hotmail.com. Sincerely, - Li:,,,,,___________ Ruth E. Gonz es, Arc ' ect 60 Gonzales Design Partners P.O. Box 97 Arlington, Washington 98223