2014-0814 Stoulil (Bykonen).pdf
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: September 12, 2014
TO: Ryan Stoulil
rs12b@hotmail.com
FROM: Andrew Gahan, Plans Examiner
RE: Plan Check: BLD2014-0814
Project: Stoulil Addition
rd
Project Address: 533 3 Avenue S.
During a review of the plans by the Building Division for the above noted project, it was found that
the following information, clarifications, or changes are needed. A complete review cannot be
performed until the revised plans/documents, including a written response indicating where the
clouded or otherwise highlighted changes can be found on the revised plans, have been submitted
to a Permit Coordinator. Reviews by other divisions, such as Planning, Engineering, or Fire, may
result in additional comments.
Sheet 2
nd
1.2 Floor Please verify that Bedroom 4 is equipped with an egress window per IRC R310.
nd
2.2 Floor Bathroom 4 requires a second exhaust fan per IRC Table M1507.4.
3.Main Floor The 3050 window along the north wall of the Guest Bedroom should be safety
glazing per R308.4.2.
4.Basement - Bathroom 1 requires a second exhaust fan per IRC Table M1507.4.
5.Floor Plan Note 11 Please add to note 11: ladder for egress per IRC R310.2.1.
Drainage per R310.2.2.
Sheet 3
6.The holdowns schedule and a holdown detail are shown on the plan, however, no holdowns
are located on the foundation plan nor the floor plans. Please add holdowns as required.
7.Please add a note: See sheet 2 for additional framing notes.
8.Verify that the header (labeled as beam #5 in the calculations) has been removed from the
plan. If header #5 is to be incorporated into the plan, please show the opening and the
header required to support the loads above, including beam#3.
9.Main Floor Beam #4 (MFB4) Please include calculations showing the worst case loading
condition including the reaction from a garage floor joist supporting the required 3000#
point load for vehicle jacking load per IRC Table 1607.1, note a.
10.MFB7 Include point loads from MFB8 above (which carries UFB9) in the analysis
provided.
Sheet 4
11.Please show the required holdowns on the floor/foundation plans.
12.Roof Beam #5 (RB5) an equation was shown on the computer print-out regarding the
tapered beam end for roof clearance. Please show the work regarding your approval of the
taper. Please note that if NDS equation 3.4-5 is utilized, ed unles d is used to calculate f
nnv
using equiation 3.4-2.
13.Upper Floor Beam #4 (UFB4) beam is shown as (2) 11-7/8 TJI 110 series joists in the
calculations, but is represented on the plans as LSL 3-1/2 x 11-7/8.
14.UFB6 - beam is shown as (2) 2x12 in the calculations, but is represented on the plans as PSL
3-1/2 x 11-7/8. Additionally, the beam is shown to be supporting only 1 of tributary area in
the calculations, but the plans represent approximately 4-1/2 of tributary area.
15.UFB7 the point load supported by this beam should be increased as required from the
results of item #14 above.
Sheet 6
16.Detail D See comment 12 and revise accordingly.
17.Detail F Provide an additional detail showing the placement of the lag bolts with regard to
edge distance, end distance, minimum embedment, etc.
18.Details J and K Please provide calcualations relating to the basement wall with a
maximum height of 9. The current calculations appear to show only a 4 wall design.
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