20170407085853.pdf18105 Sunset Way Edmonds, WA 98026-5331 tonys@adshapiro.com 425.778.5400
RESUB
April 4, 2017
MAR 6 2017
BUILDING DEPARTMENT
Chuck Miller CITY OF EDMONDS
Plans Examiner
City of Edmonds VIA Hand delivered
Subject: Response to Building Division Bldg. Permit Comment letter 01
Project: Permit No: BLD 2017-0119 Pruett Residence Remodel
The numbers below correlate to the comments of the above date:
1. Building Notes:
Code dates are updated to the 2015 code reference.
No ADU is part of this application. All references to ADU are removed.
2. Building Code
Mechanical notes refer to IRC
IAQC now refer to IRC.
References to IMC, WA state ventilation, are removed
References to IBC bldg. height, floor area, occupant load, have been updated
3. Energy Code
Notes regarding perspective method, modified walls, each story, and referenced to ADU
have been modified.
4. Sheet Index has been modified
5. Note regarding the deferred submittal for the hydronic system has been included.
A111
6. Note excavation has been modified
7. Demo plan spaces are noted, and kitchen appliances noted.
A112
S. Main Floor Plan
a. Rm 113 Master bedroom encompasses the entire space extending from grid 2 to
the existing door leading from the entry. Rm 120 is part of bedroom 2 with no
physical obstructions between the two spaces. This is generally regarded as an
open floor plan.
b. Whole house fan: passive intake vents have been added to each bedroom, with
undercut doors and exhaust fan run times noted on A101.
c. Kitchen exhaust fan has been noted in the schedule.
d. Owner will decide what to use this room for after construction.
e. Room 108 is a closet
f. Emergency egress will thru the door on the north wall.
g. Room 124 is now labeled on the west side of the space
In. Existing Room 126, (which will have no modification) is now labeled storage.
Page 2
April 1, 2017
Response to Building Division Bldg. Permit Comment
Chuck Miller
9. Window
a. Window to the north of door 127A is marked SG, the window to the south of door
127A is more than 2 away from the door and is not marked SG. Windows adjacent to
door 101A are marked SG.
10. Elevation:
a. door at the north side of the bedroom is the emergency egress out of this room.
b. 11/A202 refers to canopy at NW corner of house, as the bug on 1/A202 identifies.
11. Section 3 now depicts the beam shown on the structural sheet.
12. R49 batt insulation note is removed
13. Beam connection at columns: Beam 4, 6x10 referenced on F3/3 is shown 8/A202. Thru bolts
shown are for architectural purposes, the 6x10 is being held up per structural detail, (sic) if that
is ok with the city.
14. See structural response
15. See structural response
A.D. Shapiro Architects, PS
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V ML Engineering LLC
14607 N.E. 61 Street * Redmond, WA 98052 * (425) 558-9982 * E-mail: mlefelman@frontier.com
TO: Chuck Miller
City of Edmonds
Building Division
(425) 771-0220
CC: AD Shapiro Architects
Tony Shapiro
tonys a adshapiro.com
(425) 778-5400
RESUB
MAR 6 2017
BUILDING DEPARTMENT
CfTY OF EDMONDS
RE: Response to structural review, Plan Check: BLD2017-0119
Project Address: 9011 192nd Street SW
Project: Pruett addition -remodel
ENGINEERING REQUIREMENTS
April 05, 2017
14. The 4ft P1-3 shear wall on grid "F" is designed to resist wind and seismic loads from the new and existing
structures, see wind loads on page "6/32" and seismic on page 7/32". The resistance of the
25ft bearing wall below with GWB sheathing on each side is not used as a shear wall.
Lateral load from the existing roof located above the new roof is transferred to the new roof diaphragm
per detail "20/S3." For the roof located below the new roof, P1-6 exterior wall sheathing is added
to transfer load above to new dbl wall top plates, see detail "'I 8/S3".
The (2)-2x6 wall top plates, spliced per detail "17/S2", works as collector to transfer the total lateral
load of 1289# to the 4ft P1-3 shear wall. The additional note and detail have been added to the roof plan.
On detail "20/S3" the (4)-10d toenails at each blocking to wall top plate has an allowable shear capacity
of 4x80#x0.83x1.6 = 424# per 2ft block or 212plf which is more than the roof sheathing shear = 155plf.
15. BM1 per plan has been recalculated as a multi -span beam. The size remains the same and the
middle column "C2" is replaced by (3)-2x6 HF, see calculation on pages "16B/32" & "16C/32".
See clouded revision on sheet "F3/3".
Sincerely,
V ML ENGINEERING LLC
Mikhail Lefelman