Building Comments 1.pdfCity of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: December 13, 2017
TO: BCRA Design
Kori Keller
kkellergbcradesi ng com
FROM: Chuck Miller, Plans Examiner
chuck.miller(2edmonmdswa. gov
RE: Plan Check: BLD2017-1246 - I" review
Project Address: 8431 244th Street SW
Project: The Shops at Aurora Village shell
Scope: Construct building for commercial uses — separated A-2/M occupancy groups
— undetermined number of occupants — VB construction — NFPA 13 sprinkler system
required — mechanical, plumbing, fire sprinkler, fire alarm, etc. under separate
permits
Please be advised that the building plans for the above referenced project have been disapproved
for the purposes of obtaining a building permit. During a review of the plans by the Building
Division for compliance with the applicable building codes, it was found that the following
information, clarifications, or changes are needed. Reviews by other divisions, such as Planning,
Engineering, or Fire, may result in additional comments that require attention beyond the scope of
this letter.
A complete review cannot be performed until the revised plans/documents, including a
written response in itemized letter format indicating where the `clouded' or otherwise
highlighted changes can be found on the revised plans, have been submitted to a Permit
Coordinator.
Resubmittals must be made at the Development Services Department on the 2nd Floor of City Hall.
Permit Center hours are M, T, Th, & F from 8am-4:30pm and from 8:30am-12pm on Wednesdays.
General plan review comments:
• The following comments (1-43.c) are those resulting from a review performed by the City of
Edmonds plans examiner of the submitted construction documents. Added to the end of
these are those resulting from a structural review performed by a consultant on behalf of the
City of Edmonds. Together, they are intended to serve as a complete review of the
submittal.
• The unique and specific nature of the work necessary to complete your project requires
special inspection per IBC 1704. A City of Edmonds `Special Inspection and Testing
Agreement' (see the end of these comments) for the following work will need to be
completed and returned prior to permit issuance:
• Site Grading
• Structural Fill/Compaction
• Concrete Design/Placement
• Site Welding
• The project, with proposed areas classified as `Assembly Group A — A-2' and `Mercantile
Group M' occupancies, does not require the provision of electric vehicle charging
infrastructure per International Building Code (IBC) 427. To avoid limitations upon the
future use of the building for purposes classified as `Business Group B' occupancies and the
associated structural, electrical, and site work to comply with the provisions of IBC 427,
consideration should be given to incorporating those elements into the proposed project
prior to their requirement.
On sheet G 1.00 — Cover:
Project Information
a. Building Description — Clarify on the plans the indicated area of the building. It
appears to be larger than the permitted allowable area for the separated occupancy
classifications and their areas noted on Plan `1' — Floor Plan — on sheet `A2.01' —
Floor plan - per IBC 508.4.2.
b. Sprinklered — Clarify on the plans the indicated "No" to the provision of an
automatic sprinkler system for the structure or a portion of it. It does not appear to
reflect the requirements for the portion of the structure identified as `104' —
Restaurant — on plan 'I' — Floor Plan — on sheet `A2.01' — Floor plan — per IBC
903.2.1.2, Item 2.
2. Air Barrier Notes
a. Note 1 — Change on the plans the following code references to reflect that found in
the currently adopted code version:
• From `C402.4' to `C402.5'. `C402.4' regards fenestration.
• From `C402.4.1.2.3' to `C402.5.1.2'. `C402.4.1.2.3' is not in the current
code.
b. Note 2 — Change on the plans the code reference from `C402.4.3' to `C402.5' to
reflect that found in the currently adopted code version. `C402.4.3' regards
`Maximum U-factor and SHGC'.
On sheet C 1.0 — Site Plan:
3. Keynotes
a. Note 14 — Concrete Stairs — Clarify on the plans the note "See architectural plans"
regarding the concrete stairs at the north end of the proposed structure.
Corresponding information could not be found among the submitted construction
documents.
b. Note 16 — Retaining Wall — Clarify on the plans the note "See architectural /
structural plans" regarding the retaining wall at the north end of the patio adjacent to
Page 2 of 12
the proposed structure. Corresponding information could not be found among the
submitted construction documents.
On sheet A1.51 — Site Elevations:
4. Elevation 1 — Trash Enclosure — Elevation
a. Provide on the plans a `callout' to section `5' — Cane Bolt Section — on sheet `A1.52'
— Site Details — to guide proper construction and inspection.
b. Clarify on the plans the note "Refer to enlarged plans" regarding the proposed width
of the trash enclosure. A corresponding `enlarged plan' could not be found among
the submitted construction documents. Detail `6' — Dumpster Layout — and detail `8'
— Gate Detail for Dumpster Enclosure - on sheet `C 1.A' — Site Details 1 — prepared
by PacLand appear to provide relevant information to guide proper construction and
inspection.
c. Clarify on the plans the difference in the indicated dimensions of the tube steel (TS)
members used to construct the trash enclosure gate and of that specified on detail `8'
— Gate Detail for Dumpster Enclosure — on sheet `C1.A' — Site Details 1.
d. Clarify on the plans the difference in the indicated finish to be applied to the exterior
of the trash enclosure and of that specified on detail `7' — Dumpster Section Masonry
— on sheet `C 1.A' — Site Details 1.
e. Clarify on the plans the difference in the indicated width of the `weld collar' used to
support the gate at the hinge and of that specified on detail `8' — Gate Detail for
Dumpster Enclosure — on sheet `C1.A' — Site Details 1.
5. Section 2 — Trash Enclosure — N/S Section - Clarify on the plans the difference in the
indicated overall height of the trash enclosure and of that specified on detail `7' — Dumpster
Section Masonry — on sheet `C 1.A' — Site Details 1.
6. Section 3 — Trash Enclosure — E/W Section
a. Provide on the plans a `callout' to detail `2' — Trash Encloser (sic) Gate Hinge — on
sheet `A1.52' — Site Details — to guide proper construction and inspection.
b. Clarify on the plans the difference in the indicated wall `cap' of the trash enclosure
and of that specified on detail `7' — Dumpster Section Masonry — on sheet `C 1.A' —
Site Details 1.
c. Clarify on the plans the difference in the indicated finish to be applied to the exterior
of the trash enclosure and of that specified on detail `7' — Dumpster Section Masonry
— on sheet `C1.A' — Site Details 1.
d. Clarify on the plans the difference in the indicated overall height of the trash
enclosure and of that specified on detail 7 — Dumpster Section Masonry — on sheet
`C 1.A' —Site Details 1.
On sheet A1.52 — Site Details:
7. Section 1 — Trash Enclosure — N/S Section
a. Clarify on the plans the difference in the indicated wall `cap' of the trash enclosure
and of that specified on detail `7' — Dumpster Section Masonry — on sheet `C 1.A' —
Site Details 1.
b. Clarify on the plans the difference in the indicated finish to be applied to the exterior
of the trash enclosure and of that specified on detail `7' — Dumpster Section Masonry
— on sheet `C 1.A' — Site Details 1.
Page 3 of 12
c. Clarify on the plans the note "CMU wall reinforcement per struct" regarding the
construction of the trash enclosure walls. Corresponding information could not be
found among the submitted construction documents.
8. Detail 2 — Trash Encloser (sic) — Gate Hinge - Clarify on the plans the difference in the
indicated width of the `weld collar' used to support the gate at the hinge and of that specified
on detail `8' — Gate Detail for Dumpster Enclosure — on sheet `C 1.A' — Site Details 1.
9. Detail 3 — Bollard Detail - Clarify on the plans the difference in the indicated overall height
of the bollard and of the extent of the bollard above the pavement and of that specified on
detail `6' — Dumpster Layout — on sheet `C1.A' — Site Details 1.
10. Detail 4 — CMU Wall & Bollard Combined Foundation
a. Provide on the plans a `callout' to detail `3' — Bollard Detail — on sheet `A1.52' —
Site Details — to guide proper construction and inspection.
b. Clarify on the plans the note "CMU wall reinforcement per struct" regarding the
construction of the trash enclosure walls. Corresponding information could not be
found among the submitted construction documents.
c. Clarify on the plans the note "wall foundation cont thru bollard found, refer to struct"
regarding the construction of the footings/foundation of the trash enclosure at that
location. Corresponding information could not be found among the submitted
construction documents.
11. Section 5 — Cane Bolt Section
a. Clarify on the plans the difference in the indicated diameter of the `cane bolt' and of
that specified on detail `9' — Gate Latch / Bolt Details — on sheet `C1.A' — Site
Details 1.
b. Clarify on the plans the difference in the indicated construction of the `cane bolt'
receiver and the diameter of the `cane bolt' receiver and of that specified on detail
`9' — Gate Latch / Bolt Details — on sheet I LA' — Site Details 1.
12. Detail 6 — Accessible Signage
a. Clarify on the plans the difference in the indicated installation height of the
accessible parking signage and of that specified on detail `10' — Typical Handicap
Sign— on sheet `C 1.A' — Site Details 1.
b. Change on the plans the referenced code version regarding the accessible parking
identification from `2003' to `2009' to reflect that currently adopted.
On sheet A2.01— Floor Plan:
13. Plan 1 — Floor Plan
a. Clarify on the plans the `callout' to assembly type `W6' below assembly `W4' along
gridline `2', between gridlines `C' and `D'. It does not appear to correspond with
that represented on elevation `2' — Building Elevation — West — on sheet 'AT 01' —
Exterior Elevations.
b. Clarify on the plans the `callout' to wall assembly `W4'for the primary wall framing
of the structure. The illustration and indicated wall construction materials do not
appear to reflect that required to serve as shear walls as designated in `Notes' — Note
4 and Note 8 — on sheet `52.01' — Foundation Plan.
14. Plan Notes — Note 4 — Add to the plans the wording "exterior elevations" after the word `to'
to complete the necessary references for the construction and inspection processes.
Page 4 of 12
On sheet A3.01 — Door and Storefront Schedules:
15. Door Schedule — Provide on the plans information regarding the required installation of door
hardware that does require tight grasping, tight pinching or twisting of the wrist to operate
per IBC 1010.1.9.1/1103.1.
16. Detail 5 — Accessible Exit Signage — Clarify on the plans the indicated installation criteria
for wall mounted signage at a door. It does not appear to reflect that required per ICC
Al 17.1-2009 Section 703.3.11.
On sheet A4.01— Walls, Roof, and Floor Assembly:
17. Assembly R1 — Roof Assembly — Clarify on the plans the indicated installation sequence of
the various elements comprising the roof assembly. The listing of the `rigid insulation- R-
38' last, presumably to be installed between the roof framing members, does not appear to
correspond with the associated drawing or to comply with that required per Washington
State Energy Code (WSEC) C402.1.3.
18. Assembly W2 — 2x6 Stud Wall — Provide on the plans the required construction criteria of
the referenced fire -resistance rated assembly — Gypsum Association `Fire Resistance Design
Manual'— GA file No. WP 4230. The provided information must include the specified
components of the fire -resistance rated assembly (type and thickness of the gypsum
wallboard - type, size, shank diameter, and length of fasteners) and their installation criteria
(wallboard installed vertically or horizontally and the panel edge offset — fastener spacing)
to guide proper installation and inspection.
On sheet A6.01— Roof Plan:
19. Plan 1 — Roof Plan — Clarify on the plans the `callout' to keynote `RP03' regarding the
canopy installations along gridline `5' along the east side of the structure. The provided
details on sheet `A6.51' — Roof Details — do not appear to correspond with the installation of
`knee braces' to support the canopy as represented on elevation `4' — Building Elevation —
East — on sheet `A7.01' — Exterior Elevations — section `4' — Building Section — East/West —
on sheet `A8.01' — Building Sections — and section 'I' — Wall Section — on sheet `A9.01' —
Wall Sections. Corresponding information could not be found elsewhere among the
submitted construction documents.
20. Roof Plan Keynotes — RP05 - Clarify on the plans the note "Kickers per structural"
regarding the construction of the parapet bracing. Corresponding information could not be
found among the submitted construction documents.
On sheet A6.51 — Roof Details:
21. Detail 1 — Canopy Bracket
a. Clarify on the plans the difference in the indicated configuration/construction of the
canopy bracket and of that specified on detail `D' — Typical Detail Canopy Section —
on sheet `S5.01 — Typical Steel Details.
b. Clarify on the plans the difference in the indicated method of connection of the
canopy bracket and of that specified on detail `D' — Typical Detail Canopy Section —
on sheet `S5.01 — Typical Steel Details.
Page 5 of 12
c. Clarify on the plans the reference to detail `7/A6.51' regarding the `knife plate'.
Detail `7/A6.5I' regards `typical pipe penetration(s)'.
22. Detail 6 — Parapet 1
a. Clarify on the plans the note "parapet bracing per structural". Corresponding
information could not be found among the submitted construction documents.
b. Specify on the plans the various framing members to be used to create the `built-up'
coping detail at the top of the parapet wall to guide proper construction.
23. Detail 8 — Roof Access Hatch
a. Change on the plans the roof assembly `callout' from `2' to `1'.
b. Clarify on the plans the note "Refer to structural for roof framing and blocking
information" regarding that required to accommodate the roof access hatch.
Corresponding information could not be found among the submitted construction
documents.
c. Extend on the plans the `leader line' for the `4x6 horizontal blocking' to the
corresponding element represented on the detail.
24. Detail 10 - Thru Wall Scupper Section
a. Clarify on the plans the indicated size of the downspout serving the three roof areas
represented on the `Roof Plan' on sheet `A6.01' — Roof Plan - requiring drainage per
Uniform Plumbing Code (UPC) 1101.12. It does not appear to meet the minimum
requirements for the north- and south -most roof areas per UPC Table 1101.12.
b. Axonometric - Specify on the plans the minimum width of the `wall scupper' serving
each of the roof areas represented on the `Roof Plan' on sheet `A6.01' — Roof Plan —
meeting the requirements of UPC 1101.12.2.1.
On sheet A6.52 — Roof Details:
25. Canopy plans `1' through `4' — Change on the plans the portion of the plan titles describing
the represented elements from `canopy' to `trellis'.
26. Detail 5 — Trellis Connection
a. Clarify on the plans the note "Wall assembly per floor plan" regarding the wall
construction of the exterior soffits where referenced on this sheet and as represented
on the various `elevations' on sheet `A7.0l' — Exterior Elevations. Corresponding
information could not be found on the `Floor Plan' on sheet `A2.01' — Floor Plan —
or elsewhere among the submitted construction documents.
b. Clarify on the plans the note "H 1 clip per struct" regarding the connection of the
trellis framing to the `exterior soffit' above where referenced. Corresponding
information could not be found among the submitted construction documents.
c. Clarify on the plans the note "Stl angle per struct" regarding the connection of the
trellis framing to the `2x10 wd ledger' where referenced. Corresponding information
could not be found among the submitted construction documents.
d. Clarify on the plans the note "2x10 wd ledger, 24" O.C" regarding the `ledger' used
to support the trellis framing where referenced. It does not appear to reflect the
anticipated installation of a `continuous' ledger or to specify the minimum required
attachment to the wall assembly to support the trellis framing.
27. Detail 6 — Trellis Bracket — Clarify on the plans the intended purpose of the provided detail.
While representing essentially the same construction as that of detail `5' — Trellis
Connection — it provides even less information to guide proper construction and inspection.
Page 6 of 12
If it is to be retained, information such as that required for detail `5' — Trellis Connection —
should also be provided — see the above plan review comment.
On sheet A9.01 — Wall Sections:
28. Section 1 — Wall Section
a. Provide on the plans a detail, and a `callout' to it, for the minimum required
construction of a canopy supported by `knee braces' as represented on the wall
section, on elevation `4' — Building Elevation — East — on sheet `A7.01' — Exterior
Elevations, and section `4' — Building Section — East/West — on sheet `A8.01' —
Building Sections. Corresponding information could not be found elsewhere among
the submitted construction documents.
b. Provide on the plans a detail, and a `callout' to it, specifying the framing members
of, and the minimum required construction to attach/support, the architectural wall
element placed above the canopy as represented on the wall section, on elevation `4'
— Building Elevation — East — on sheet `A7.01' — Exterior Elevations, and section `4'
— Building Section — East/West — on sheet `A8.01' — Building Sections.
Corresponding information could not be found among the submitted construction
documents.
29. Section 2 — Wall Section
a. Clarify on the plans the `callout' to detail `6/A6.51' regarding the construction of the
parapet wall. The referenced detail does not appear to correspond with that
represented on the wall section or on `elevation 2' — Building Elevation — West — on
sheet `A7.01' — Exterior Elevations.
b. Eliminate from the plans the `callout' to section `2/A8.01' — Building Section —
North/South.
30. Section 3 — Wall Section
a. Provide on the plans a detail, and a callout to it, for the minimum required
construction to attach/support the `exterior soffit'. Corresponding information could
not be found among the submitted construction documents.
b. Clarify on the plans the `callout' to detail `6/A6.52' — Trellis Bracket — see plan
review comment `27'.
31. Section 4 — Wall Section
a. Provide on the plans a detail, and a `callout' to it, for the minimum required
construction to attach/support wall assembly `W5' where it does not extend to grade.
Corresponding information could not be found among the submitted construction
documents.
b. Clarify on the plans the `callout' to detail `6/A6.52' — Trellis Bracket — see plan
review comment `27'.
On sheet A9.02 — Wall Sections:
32. Section 1 —Walls Section
a. Provide on the plans a detail, and a `callout' to it, for the minimum required
construction of a canopy supported by `knee braces' as represented on elevation `4' —
Building Elevation — East — on sheet `A7.01' — Exterior Elevations. Corresponding
information could not be found elsewhere among the submitted construction
documents.
Page 7 of 12
b. Provide on the plans a detail, and a `callout' to it, specifying the framing members
of, and the minimum required construction to attach/support, the architectural wall
element placed above the canopy as represented on the wall section and on elevation
`4' — Building Elevation — East — on sheet 'AT 01' — Exterior Elevations.
Corresponding information could not be found among the submitted construction
documents.
33. Section 2 — Wall Section
a. Provide on the plans a `callout' to a detail specifying the various framing members to
be used to create the `built-up' coping detail at the top of the parapet wall to guide
proper construction.
b. Provide on the plans a detail, and a `callout' to it, specifying the framing members
of, and the minimum required construction to attach/support, the architectural wall
element placed above the trellis as represented on the wall section, on elevation `3' —
Building Elevation — North — on sheet `A7.01' — Exterior Elevations, and section `2'
— Building Section — North/South — on sheet `A8.0l' — Building Sections.
Corresponding information could not be found among the submitted construction
documents.
c. Clarify on the plans the `callout' to detail `6/A6.52' — Trellis Bracket — see plan
review comment `27'.
d. Eliminate from the plans the `callout' to section `2/A8.01' — Building Section —
North/South.
34. Section 3 — Wall Section
a. Provide on the plans a detail, and a `callout' to it, specifying the framing members
of, and the minimum required construction to attach/support, the architectural wall
element placed above the trellis as represented on the wall section, on elevation `1' —
Building Elevation — South — on sheet `A7.01' — Exterior Elevations, and section `2'
— Building Section — North/South — on sheet `A8.0l' — Building Sections.
Corresponding information could not be found among the submitted construction
documents.
b. Clarify on the plans the `callout' to detail `6/A6.52' — Trellis Bracket — see plan
review comment `27'.
c. Clarify on the plans the `callout' to detail `3/A3.52' — Door Head @ Metal Panel —
regarding the construction of the footing. The referenced detail does not appear to
correspond with that represented on the wall section.
35. Section 4 — Walls Section - Provide on the plans a `callout' to a detail specifying the various
framing members to be used to create the `built-up' coping detail at the top of the parapet
wall to guide proper construction.
36. Section 5 — Walls Section - Provide on the plans a `callout' to a detail specifying the various
framing members to be used to create the `built-up' coping detail at the top of the parapet
wall to guide proper construction.
On sheet 52.01 — Foundation Plan:
37. Plan A — Foundation Plan — Provide on the plans where applicable a `callout' to detail `M' -
Typical Detail Header Strap at Shearwalls — on sheet `58.01' — Typical Wood Details — or
eliminate the detail from the plans if not required to guide proper construction and
inspection.
Page 8 of 12
38. Notes — Note 7 — Clarify on the plans the difference in the indicated size of the post to be
provided at the holdowns located at the ends of the shear walls and of that specified on detail
`G' — Typical Detail Holdown Schedule — on sheet `58.0l' — Typical Wood Details — for the
holdown designated on the `Foundation Plan'.
On sheet 52.11 — Roof Framing Plan:
39. Notes — Note 4 — Clarify on the plans the difference in the indicated `typical header' and of
that specified on detail `M' — Typical Detail Header Strap at Shearwalls — on sheet `58.0I' —
Typical Wood Details — see plan review comment `37'.
On sheet 58.01— Typical Wood Details:
40. Detail G — Typical Detail Holdown Schedule
a. Note 4 and Note 5 — Update on the plans the referenced version of the `Simpson'
catalog and the referenced page numbers regarding the installation of the holdowns.
A `2009' catalog may be difficult to obtain.
b. Note 6 — Change on the plans the reference to the detail regarding the installation of
the holdowns from "At Concrete Holdown" to "Detail `K' — Typical Detail
Holdown".
c. Note 7 — Clarify on the plans the reference to the `holdown detail' regarding the
distance of the holdowns from the end of the shear walls. It does not appear to be
illustrated in either of the provided details.
On sheet 58.02 — Typical Wood Details:
41. Detail M — Typical Detail Shearwall
a. Shear wall illustration — Clarify on the plans the difference in the indicated size of
the framing members to be provided at the holdowns located at the ends of the shear
walls and of that indicated in `Notes' - Note 7 — on sheet `52.0I' — Foundation Plan
— and specified on detail `G' — Typical Detail Holdown Schedule — on sheet `58.01'
— Typical Wood Details — for the holdown designated on the `Foundation Plan'.
b. Notes — Note 5 — Clarify on the plans the difference in the indicated `strap' to be
installed horizontally above and below window openings in shear walls and of that
specified on detail `M' — Typical Detail Header Strap at Shearwalls — on sheet
`58.01' — Typical Wood Details — see plan review comment `37'.
On the provided Washington State Energy Code (WSEC) `2015 WSEC Compliance Forms for
Commercial Buildings including R2, R3, & R4 over 3 stories and all R1':
42. Project Summary — PROJ-SUM — Provide as part of a complete permit application submittal
`Project Summary, pg 2' indicating the selected `C406 Additional Efficiency Package
Options' as required for the proposed project.
43. Envelope Summary — ENV -SUM
a. Air Barrier Testing — Clarify on the provided document the selection `Air barrier
testing not required'. There does not appear to be an applicable exception to the
required testing per WSEC C405.5.1.2 for the proposed project.
Page 9 of 12
b. Vertical Fenestration and Skylight Area Calculation — Clarify on the provided
document the indicated `Total Skylight' rough opening area. It does not appear to
reflect that resulting from the installation of skylights in the applicable spaces
required to comply with WSEC C402.4.2 — see plan review comment '44.c'.
c. Spaces in Single Story Building Requiring Skylights - Clarify on the provided
document the omission of information regarding the required installation of skylights
in the applicable spaces required to comply with WSEC C402.4.2.
Page 10 of 12
Subject: The Shops at Aurora Village (Structural Review)
Permit: BLD2017-1246
Per your request, Beck & Associates has completed a structural review of the drawings and
calculations for conformance with the 2015 International Building Code (IBC), as adopted
and amended by the State of Washington and the City of Edmonds.
Our review of the plans and calculations indicates that corrections are necessary prior to
permit issuance. The applicant should address the following comments in itemized letter
format in addition to making corrections & revisions to the drawings. Corrections and
revisions to the drawing should be clouded so that they are clearly identifiable.
Geotechnical
1) The geotechnical engineer, PanGEO, is required to provide a review of the plans and
specifications to verify that they are in accordance with the conditions described in the
geotechnical report. PanGEO should summarize their review in a summary letter,
providing any additional recommendations as needed. All recommendations are
required to be addressed within the design drawings resubmitted for our review (p. 11,
geotechnical report).
Drawing Sheets
52.01— Foundation Plan
2) The SOG is noted as "#4". It appears it should be "4-inch". Please clarify.
3) Identify isolated footings with the correct "Mark" in the Footing Schedule.
4) Detail L/54.11 needs to be cut on the plans.
52.11— Roof Framing Plan
5) Specify required GLB/column connections. Provide section cuts and detailing for the
condition where GLB's are supported by the HSS columns.
6) Provide a section cut and detailing for the roof truss bearing condition at GLB's. Specify
any blocking required between roof truss bearing points.
7) It appears that additional blocking will be required under mechanical unit/curb edges.
Specify required blocking/hangers.
8) The roof plans need to show locations of canopy framing. Provide a section cut on the
plans to reference canopy detailing.
9) Specify all structural requirements (framing, connections, etc.) for trellises. Coordinate
with architectural drawings.
Page 11 of 12
54.11—Concrete Details
10) Reference L/54.11.
a) Arrows to transverse and longitudinal bars are to the wrong reinforcing bars.
b) Specify required stem wall width and reinforcement.
11) Reference M/54.11. The Base Plate detail specifies "Size welds per AISC min fillet
requirements." The specific weld size needs to be specified in the detail.
52.5.01—Typical Steel Details
12) Reference D/55.11.
a) This section needs to be cut on the plans where it applies.
b) Specify the required structural member(s) within the stud wall to support the
canopy framing.
c) Identify the spacing of HSS2x2x1/4 framing members.
d) Specify all weld/connection requirements.
e) Specify the attachment of the metal deck to framing members.
58.02—Tvgical Wood Details
13) Reference M/58.02. All anchor bolts are required to be provided with 3x3x0.229 plate
washers that are located so the edge of the washer is within %" of the wall sheathing.
This needs to be specified. SDPWS 4.3.6.4.3
58.11—Wood Details
14) Reference L/58.11.
a) Provide complete analysis (out -of -plane) for parapet framing and connections.
Update the detail as determined by the analysis.
b) We assume a plywood break will occur at the top of the double top plate. Provide a
means for shear transfer from the blocking to the double top plate below.
c) Reference the "Truss Parallel to Wall" condition.
i) Identify the required spacing of out -of -plane 2x bracing members.
ii) Provide a mechanism (truss blocking perhaps, or other) to transfer out -of -plane
loads from the double top plate to the roof diaphragm.
Miscellaneous/Other
15) Provide complete design, detailing, and specifications for construction of the masonry
trash enclosure.
Page 12 of 12
OF ED V
SPECIAL INSPECTION AND TESTING AGREEMENT
Permit #: BLD2017-1246
41St. IS Project: The Shops (a, Aurora Village
Prior to issuance of a permit, this form must be completed in its entirety and returned to the City for
approval. The completed form must have signatures of acknowledgment by all parties.
DUTIES AND RESPONSIBILITIES
Special Inspection Firm and Special Inspectors:
The Special Inspection firm of will perform special
inspection for the following types of work (separate forms must be submitted if more than one firm is to be
employed):
■ Site Grading ■ Structural Fill/Compaction
■ Concrete Design/Placement ■ Site Welding
All individual inspectors to be employed on this project will be WABO certified for the type of work they are to
inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO
certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the
inspector and the firm are qualified by education and experience to perform the work and testing required by the
project design and specifications.
The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions
and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection
records shall include:
A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work
shall be brought to the immediate attention of the contractor for resolution.
A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing
any nonconforming work and resolution of nonconforming items.
A final report shall be submitted to the building department prior to the Certificate of Occupancy being
issued. This report will indicate that inspection and testing was completed in conformance with the
approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must
be detailed in the final report.
Contractor:
The contractor shall provide the special inspector or agency adequate notification of work requiring inspection.
The City approved plan and specifications must be made available, at the jobsite for the use of the special
inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by
all parties.
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The special inspection functions are considered to be in addition to the normal inspections performed by the City
and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be
poured or other work covered until approval is given by the City inspector.
Building Department:
The building department shall review any revisions and addenda. The City inspector will monitor the special
inspection functions for compliance with the agreement and the approved plans. The City inspector shall be
responsible for approving various stages of construction to be covered and for work to proceed.
Design Professionals:
The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special
inspection required and shall include a schedule for inspection and testing. The architect and/or engineer will
coordinate their revision and addenda process in such a way as to ensure that all required City approvals are
obtained, prior to work shown on the revisions being performed in the field.
Owner:
The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or
agency.
ENFORCEMENT
A failure of the special inspector or firm to perform in keeping with the requirements of the IBC, the approved
plans and this document, may void this agreement and the Building Official's approval of the special inspector.
In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the
design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK
notice being posted on the project until nonconforming items have been resolved.
ACKNOWLEDGMENTS
I have read and agree to comply with the terms and conditions of this agreement.
Owner:
Contractor:
Arch./Eng:
Special Insp.
Special Insp. Agency
Signature
Signature
Signature
Signature
ACCEPTED FOR THE CITY OF EDMONDS BUILDING DEPT.
Date:
Date
Date:
Date:
Date:
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