20150720115635306.pdfDesk Works
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DATE: July 13, 2015
TO: Chuck Miller, Plans Examiner
FROM: Bruce "Mick" O'Neill
RE: Plan Check: BLD2015-0666 ,x( "t-
Hi Chuck
On sheet A-3
1. Upper floor Framing Plan
a. Detail of the wall-to-wall connection is shown on 1-A5 and revise to show member
called out on shear wall schedule in the comments column (6x6 DF #1), Also
holdown is corrected to HHQU11-SDS2.5.
b. SW has been revised to SSW and new sheets added for details of SSW to be used
along wall line "B" and the installation details for SSW.
On sheet A-4
2. Section reference call out for balcony walking surface changed to B-B/A9 and section call
outs added to A9.
3. Note added to clarify 2x6 out riggers connected to manufactured trusses on Section B-B/A9.
4. Window on east elevation moved to correspond to location on upper floor plan. (see East
elevation)
5. Glazing Schedule
a. Window marked 8 revised on "Widow Schedule" and "Main Floor Plan" and "Upper
Floor Framing" and "North Elevation" to be consistent (see elevation A8)
b. Sliding Glass Door marked "17" changed on "Window Schedule" to be consistent
with "Main Floor Plan" and "Roof Framing Plan".
c. Window marked "23 "on Window schedule changed to correspond to Upper floor
plan.
On Sheet A-5
6. First Floor Framing Plan
a. Width of the cantilevered portion of the first floor "Living" area has been modified
to correspond to the main floor framing room plan and "North Elevation" on A8.
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b. Lower floor SSW24 has been added to the west shear wall along line "B" to utilize
"Simpson SSW" details. (see plan for call outs). SSW24 on the east shear wall along
line "B" is only on the main floor because wall below is concrete to top of lower
main floor. (see plan for call outs).
c. Min. size required post at each end of F131 called out as 6x6. (see plan).
d. HSUL410 Added to plans to support end of FB 3.
e. Support for FB 8 and FB 7 has been changed to 3-2x6.
f. Holdown Floor to Floor "T-3" HHDQ8-SDS3 does provide tension load for wall
marked SW3 along wall line 1 on the west wall of kitchen on sheet A-3. (allowable
tension 5715DF/SP)
7. Detail on 1/A5 Detail of the wall-to-wall connection is shown on 1-A5 and revise to show
member called out on shear wall schedule in the comments column (6x6 DF #1). Also
holdown is corrected to HHQU11-SDS2.5.
On sheet A-6
8. Foundation Plan.
a. Garage header FB -1 load 12,144 (requires 6.072 s.f. footing) change noted on plan.
b. West end of beams RB -2 load 6,572, FB -11 load 2,286, FB -4 load 6,188 = total load
15,046 (requires 7.5 s.f.)
c. East end of beams RB -2, FB -11 and FB -4 (RB -2 load 6,572, FB -11 load 2,286, FB -4
load 6,188, SSW24 load 5,475 = total load 20,521 (requires 10.25 s.f.))
d. West end of beam FB -13 and east end of SSW24 (FB -13 load 11,188, SSW24 load
5,475 = total load 16,663 (requires 8.3 s.f.))
e. West end of beam FB -12, FB -3 and SSW24 along wall line at the north end of kitchen
(FB -12 load 3,825, FB -3 load 6,090, SSW load 5,475 = total load 15,390 (requires 7.8
s.f.))
f. West end of beams FB -10 and SSW24 (FB -10 load 4,675, SSW24 load 5,475 = total
load 10,150 (requires 5 s.f.))
g. "T-3 HDQ8-SDS3 used to complete overturning uplift restraint from the south end of
shear wall marked SW -3 long wall line 1 on the west wall of the kitchen on sheet A-3
Upper Floor Framing Plan is sufficient for load (9,230 allowable in wood member
6x6 DF #1)
h. Holdown marked '14" used as anchorage to resist overturning uplift at the east end
of the 16ft long SW -3 shearwall along wall line B has been changed to "T-3"
L Portion of SW 3 has been replaced by SSW24 along line "B" (see Sheet SSW1 for
foundation details)
j. SW 3 has been replaced by SSW24 along line "B" (see Sheet SSW1 for foundation
details)
k. SW 3 has been replaced by SSW24 along line "B" to provide manufactures method
of installation (see sheet SSW1 for foundation details)
I. SW 3 has been replaced by SSW24 along line "B" and remaining SW -3 holdowns
have been changed to T-3.
9. Holdown Schedule
a. HDQU11-SDS2.5 CHANGED ON Shear Wall schedule to HHQU11-SDS2.5 (typo.) and
6x6 DF #1 noted on plan 1/A5.
b. Detail of the wall-to-wall connection is shown on 1-A5 and revise to show member
called out on shear wall schedule in the comments column (6x6 DF #1). Also
holdown is corrected to HHQU11-SDS2.5.
c. All thread grade shown on 1/A5 (A307)
10. Detail 1/A6—Garage Foundation Wall
a. Min. required dimensions of the garage foundation wall added to "FOUNDATION
PLAN"
b. Min. required reinforcement of garage foundation wall added to Detail 1/A6.
On Sheet A-8
11. North Elevation
a. Large center window of Living Room has been corrected on North Elevation to
correspond to Main Floor Framing Plan and Upper Floor framing.
b. Width of cantilevered portion of first floor has been corrected on North Elevation to
correspond to Main Floor Framing Plan and Upper Floor framing.
Mick O'Neill
DESIGN WORKS CONSTRUCTION
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