20100222162411505.pdfEo410 City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
�Sr. tg�o (425) 771-0220
DATE: 2/22/09
TO: Bryant & Co
Attn Marci Bryant
PO Box 99042
Seattle, WA 98199
RE: Plan Check: BLD20100048
Project: Bogaert Single Family Residence
Project Address: 18600 Sound View Place
During review of the submitted plans for the above noted project, it was found that the following
information, clarifications or changes are needed. Please provide written responses as to where the
changes can be found on the plans, and submit revised plans/documents to a Permit Coordinator.
See attached City of Edmonds' consulting engineer's structural comments.
2. In addition to the comments from the consulting engineer, the engineer of record needs to
address the "custom" built steel channel stairs with the glass guard attached thereto. Provide
connection details for the frame, steps, and glazing. Include deflection calculations for the
frame as well as the 1" wood treads. Identify the materials to be used.
3. Provide detail a to show how a four inch sphere will not pass through the gap between the treads
(at the toe -kick) to comply with R311.5.3.3, because a 7-5/32 rise minus a 1" wood tread would
typically leave a gap larger than 4".
4. Provide a detail for a thennal break at all slab areas to the foundation wall and footings. Identify
proposed material.
5. Provide a flashing detail for the base of the walls, particularly at the slab on grade and metal
deck with concrete surface.
6. Complete the attached City of Edmonds' special inspection agreements, one for each specialty,
welding and soils.
Pat Lawler
patrick.lawler@ci.edmonds.wa.us
Plans Examiner
425 7710220 x 1703
LaniO'Connor
Consulting Engineer
5831 106th Street SW, Mukilteo, WA 98275 -4646 P425.315.8519 F425.315.8619 loconnor26@verizon.net
Leif Bjorback
Acting Building Official
City of Edmonds
121 5th Avenue North
Edmonds, WA 98020
February 10th, 2010
Application No.: #BLD20100048
Project: Bogaert, SFR
Structural Review
Location: 18600 Sound View Place
Reviewer: O'Connor
This project has been reviewed for the structural requirements of the 2006
International Building Codes. The following are comments directed to the
applicant indicating additional or revised information required. Please let
me know if you have any questions.
INTERNATIONAL BUILDING CODE
Soils Site
1. Provide a letter from the Geotechnical Engineer indicating that they
have reviewed the permit drawings and that the drawings comply with
the recommendations of the Geotechnical report.
2. Special Inspection is required for the Geotechnical aspects of the
project, including soil bearing, drainage, compaction, erosion control,
rock wall construction, etc.
Structural
1. Structural plan notes show Ss as 1.5 and S1 as .5 - calculations show
1.217 and .427 respectively. Revise notes to reflect calculations.
2. Show Kzf of 1.77 indicated in calculations on the structural plan
notes, design loading criteria.
3. Structural plan notes show Site class D. Calculations show site class
C. Revise notes to reflect calculations.
Bogaert
BLD20100048
Page 2
4. Provide structural calculations for the retaining wall shown on
section 18/S3.0. Include the surcharge loads from the garage floor, FS,
over-turning, sliding, concrete strength, rebar, dimensions, etc
5. Sheet S2.0, provide a construction detail reference for the garage
foundation wall.
6. Sheet S 1.0, dog run foundation - show where detail 18/S3.0 is
applied.
7. Detail 18/S3.0 - revise the location of the drainage to the outside
bottom of the footing or provide calculations for an undrained wall. See
example section in Geotechnical Report - footing drain detail.
8. Show drainage for all foundation walls including details 8, 9 - sheet
S3.0.
9. Sheet A4.01, garage section - show drainage on the upper side of
the wall.
10. Sheet A4.01, sections do not appear to show top plates above the
windows. Clarify this detail to show the header and top plates.
11. Provide a detail of DBL TJI joist with inverted hanger supporting roof
ledger. Show blocking and hanger connection to the TJI's. Detail 1 /S3.0
does not show how this was done.
12. Calculation page - not numbered - lateral design shows shear walls
specified as W4, W3, W6, W2, 2W3. These walls do not coordinate with the
shear wall schedule shown on the plans. Provide either the correct shear
wall schedule on the plans or show the correct shear wall design
references in the calculations.
13. Sheet S2.0 shows same W4, W3, etc. shear wall designations that do
not correspond to the shear wall schedule. Revise to show intended shear
wall construction.
14. Shear wall Schedule, sheet 53.1 - Note 3 - clarify the thickness of the
plate washer. The schedule shows 1 ".
15. Shear wall Schedule, sheet S3.1 -Clarify the diameter of the anchor
bolt for the connection at concrete. No diameter shown.
16. Shear wall Schedule, sheet S3.1- Clarify the fop plate nailing (40"
oc?), sill plate size (should be 3x) and base plate nailing (40" O.C.) for
SW4.
17. Shear wall schedule, specify shear wall capacities in the
calculations.
18. Provide shear wall schedule in calculations that coordinates with
the plans.
Bogaert
BLD20100048
Page 3
19. Sheet S1.0, foundation plan - clarify all locations with HDQ8 have
adequate footing depth for 14" embed with 3" concrete cover.
20. Sheet 53.0, detail 14 - shows anchor bolt embed 15". Plans show
footing 1 '-3" deep. Clarify footing depth for embed and minimum 3"
concrete cover at bottom.
21. Sheet S3.0, detail 17 - clarify reference for connection.
22. Sheet S3.0, detail 16 - shows blanks for anchor bolt and erection
bolt diameter and cap plate size, welding references. Complete all notes
for these details.
23. Sheet S3.0, detail 10 shows blank for anchor bolt diameter - provide
information on the plans.
24. Sheet S3.1, steel deck note 4 - specify spacing of puddle welds.
25. Sheet S3.1, detail 28 - specify diameter of bolt.
26. Sheet S3.1, detail 21 - specify splice to occur of ? - clarify.
27. Sheet S3.2, detail 36 - specify detail references.
28. Sheet S3.2, detail 35 - fill in the blanks.
29. Sheet S3.2, detail 34 - specify detail references.
30. Show pipe column connection for column to wood beams.
31. Provide wood beam to steel beam connection detail.
32. Sheet S2.0, upper level framing shows column at north west corner
adjacent to the moment frame. Specify the column size.
33. Sheet S2.0, upper level framing plan - provide a detail showing the
connection between the steel column and PSL at north west corner.
34. Sheet S2.0, upper level framing plan - concrete deck shows
structural member at edge of deck. Specify the size of this member.
35. Sheet A4.01, section I shows slab on grade cantilevering over
retaining wall at west end. Clarify the construction of the cantilevered
slab.
Please contact me if you have any questions.
Thank You,
Lani O'Connor, P.E.
cc: Marie Harrison, Permit Coordinator
CITY OF EDMONDS
SPECIAL INSPECTION AND TESTING AGREEMENT
FOR SOILS
PERMIT# ')olo -:!�Oo -�(p
PROJECT SITE ADDRESS: ZLOC J06"d oj
PROJECT NAME: C
-Sap--
SPECIAL INSPECTION AGENCY 6t-,,o�&c
*One form must be completed by each Special Inspection Agency or Inspector.
SPECIAL INSPECTIONS REQUIRED: Special inspections are required for this project in accordance
with IBC Chapter 17 or in accordance with IRC R109.2 as applicable. IBC Section 1704.1 requires the
owner or the registered design professional in charge to employ an independent testing/inspection
agency/special inspector to perform required special inspections. The independent agency hired to
perform the duties of special inspection is required to be a registered agency with WABO under the
Special Inspection Registration Program (SIRP). The special inspector shall be a qualified person with
competence for inspection of the particular type of construction or operation requiring special inspection
(SOQ may be required by the Building Official). The owner, registered professional, contractor and
special inspector/agency shall complete the attached form and submit directly to the Building Division.
WORK REQUIZING SPECIAL INSPECTION: Special inspections will be required for the following
categories of work in accordance with IBC Chapter 17 and IRC R109.2: FOR SPECIFIC
INFORMATION REGARDING REQUIRED SPECIAL INSPECTIONS SEE THE STATEMENT OF
SPECIAL INSPECTION 0ATTACHED []APPROVED PLAN SHEET
)r Soils (1704.7)
Soil Bearing Verification
Structural Fill and Compaction
Foundation and Site Drains
)dGeneral Site Monitoring during Wet Weather construction
p Temporary Erosion Control
• Final Erosion Control
• Temporary Shoring
• Permanent Shoring
ci Piling, Drilled Piers, and Caissons (1704.8, 1704.9)
o Pier Foundations (1707.5)
[i Site retaining wall/ rockery construction
Final letter from geotechnical engineer of record
0
L:\TEMP\BUILDING\FORMS\Inspection\SpeciaI Inspection Agreement Soils.docl2/09
BEFORE A PERMIT CAN BE ISSUED: The owner and contractor and special inspector shall
complete this agreement and the attached Special Inspection Information Form, including the required
.acknowledgements and return to the Building Division for approval prior to permit issuance.
APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building
Official prior to performing any duties or inspections. The company performing inspections must be
WABO certified as well as the individual completing inspections. When required by the Building
Official, each special inspector shall submit Statement of Qualifications to the City for review. Special
inspectors shall display identification when performing special inspections on the project site. Special
inspection and testing shall meet the minimum requirements of IBC Chapter 17 and the following:
A. Duties and Responsibilities of the Special Inspector
1. OBSERVE WORK
The special inspector shall observe the site work for conformance with the approved (stamped)
plans and specifications and applicable workmanship provisions of the IBC. Architect or
Engineer reviewed shop drawings may be used only as an aid to inspection. Special inspections
are to be performed on a continuous basis—meaning that the special inspector is on site at all
times observing the work requiring special inspection. Periodic inspections are permitted only as
specifically noted in the approved project plans in accordance with IBC Chapter 17, and as
approved by the Building Official.
Continuous Inspection means the same inspector is on site day to day to observe the work
requiring special inspection.
Periodic Inspection means some inspections may be performed on a periodic basis to satisfy the
requirements of continuous inspection, provided these periodic inspections are performed as
outlined in the project plans and specifications, and approved by the Building Official.
2. REPORT NONCONFORMING ITEMS
The special inspector shall bring non -conforming items to the immediate attention of the
contractor and note all such items in the daily field report. Any item not resolved in a timely
manner shall be immediate cause of the special inspector to notify the Building Official by
telephone at (425-771-0220) or in person at City Hall, of the plan deviation, error, change or
omission. It shall also be the duty of the special inspector to promptly notify the engineer or
architect of record.
3. DAILY REPORTS KEPT ON SITE WITH CONTRACTOR
Each special inspector shall complete and sign a daily report for each day's inspections. The daily
reports shall remain at the jobsite with the contractor for review by the City Building Inspector.
4. WEEKLY REPORTS TO CITY
The special inspector or inspection agency shall furnish the City with weekly reports of tests and
inspections. The project engineer or architect, and others as designated shall also be copied on
reports. Weekly reports must include the following:
• Description and date of daily inspections and tests made with applicable locations
• List of all non -conforming items and locations
• Report on status of non -conforming items (how each was resolved or unresolved)
• Field changes authorized by the Architect, Engineer or City Inspector if not included in
non-conformance items.
L:\TEMP\BUILDING\FORMS\Inspection\SpeciaI Inspection Agreement Soils, doc 12/09
5. FINAL CONSTRUCTION REPORT
The special inspector or inspection agency shall submit a final signed report or Certificate of
Compliance to the City stating that all items requiring special inspection and testing were fulfilled
and reported. And, to the best of his/her knowledge the project is in conformance with the
approved plans and specifications, approved change orders and the applicable workmanship
provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in
inspection coverage (i.e., missed inspections, periodic inspection when continuous inspections were
required, etc.) shall be specifically addressed in this report.
B. Contractor Responsibilities
1. NOTIFY THE SPECIAL INSPECTOR OF ALL REQUIRED SPECIAL INSPECTIONS
It is the duty of the contractor to notify the special inspector when work is ready for special
inspection. Note, the items listed on the attached Special Inspection Information Form and as
noted on the approved plans and specifications are required to have special inspections. Adequate
notice shall be provided by the contractor so that the special inspector has time to become familiar
with the project. All work requiring special inspection must be approved prior to concealing or
covering said work.
2. PROVIDE ACCESS TO APPROVED PLANS
The contractor is responsible for providing the special inspector access to approved plans at the
j obsite.
3. RETAIN SPECIAL INSPECTION RECORDS
The contractor is responsible to retain at the jobsite all special inspection records submitted by the
special inspector. These records are to be provided to the City building inspector upon request.
C. City of Edmonds Building Division Responsibilities
1. APPROVE SPECIAL INSPECTION
The Building Division shall approve all Special Inspectors and special inspection requirements.
2. MONITOR SPECIAL INSPECTIONS AND APPROVE WEEKLY REPORTS
Work requiring special inspection and the performance of special inspectors shall be monitored
by the City Building Inspector. Building Inspector approval must be obtained prior to placement
of concrete or other similar activities in addition to that of the special inspector.
3. ISSUE CERTIFICATE OF OCCUPANCY
The Building Official may issue a Certificate of Occupancy after all weekly special inspection
reports including the final report have been submitted and accepted by the City.
D. Owner Responsibilities
1. The project owner or the engineer or architect of record acting as the owner's agent shall fund
special inspection services.
E. Engineer or Architect of Record Responsibilities
1. Prepare Statement of Special Inspections in accordance with IBC Section 1705.
2. Review the special inspection reports and provide corrective action for work that may not
conform to the approved plans.
L:\TEMP\BUILDING\FORMS\Inspection\Special Inspection Agreement Soils.docl2/09
ACKNOWLEDGEMENTS
I have read and agree to comply with the terms and conditions of this agreement.
Owner name
(please print or type)
Signature
General Contractor Company/Owner name
Date
(please print or type)
Signature Date
Special Inspector/Agency name
(please print or type)
Signature
Architect/Engineer of Record name
(please print or type)
Signature,
Return the original signed agreement to the Building Division
City of Edmonds Building Division
121 5th Avenue North, City Hall Second Floor
Edmonds, WA 98020
ACCEPTED BY CITY OF EDMONDS BUILDING DIVISION:
City Official Signature
Title:
L:\TEMP\BUILDING\FORMS\Inspection\Special Inspection Agreement Soils.doc 12/09
Date
Date
Date
0v EDS
�sr. 189
CITY OF EI} ONDS
SPECIAL, INSPECTION AND TESTING AGREEMENT
m .
PERMIT # "� DATE:
PROJECT11•
PROJECT NAME:
SPECIAL, INSPECTION AGENCY rA/ i,�
*One form must be completed by each Special
nspection Agency or Inspector.
SPECIAL. INSPECTIONSREQUIRED: Special inspections are required for this project in accordance
with IBC Chapter 17 or in accordance with IRC R109.2 as applicable. IBC Section 1704.1 requires the
owner or the registered design professional in charge to employ an independent testing/inspection
agency/special inspector to perform required special inspections. The independent agency hired to
perform the duties of special inspection is required to be a registered agency with WABO under the
Special Inspection Registration Program (SIRP). The special inspector shall be a qualified person with
competence for inspection of the particular type of construction or operation requiring special inspection
(SOQ may be required by the Building Official). The owner, registered professional, contractor and
special inspector/agency shall complete the attached form and submit directly to the Building Division.
WORK •' /inspections will be required for the following
categories of work in accordance with IBC . , FOR SPECIFIC
INFORMATION ' 1 REQUIRED SPECIAL INSPECTIONS SEE THE STATEMENT 1
SPECIAL INSPECTION DATTACHED EAPPROVED PLAN SHEET
Fabrication (1704.2)
❑ Wood Construction (1704.6)
Steel Construction (1704.3)
❑ Soils (1704.7)
❑ Concrete (1704.4)
❑ Bolts installed in Concrete (1704.13)
❑ Special Moment Resisting Concrete Frames (1704.4)
❑ Reinforcing Steel, Prestressing Steel Tendons (1704.4)
Structural Welding (1704.3.1)
g, Iligh Strength Bolting (1704.3 3)
❑ Masonry (1704.5)
❑ Reinforced Gypsum Concrete (1704.4)
❑ Structural Masonry for Seismic Resistance (1708.1)
❑ Structural Observation (1709)
❑ Insulating Concrete Fill (1704.4)
❑ Spray Applied Fire -Resistive Materials (1704.10)
❑ Piling, Drilled Piers, and Caissons (1704.8, 1704.9)
❑ Shotcrete (1704.4)
❑ Pier Foundations (1707.5)
❑ Structural Steel (1707.2)
❑ Grading, Excavation, Fill, Proof Rollin (1704.7)
❑ Smoke -Control Systems (1704.14)
❑ Exterior Insulation and Finish Systems (1704.12)
❑ Designated Seismic Systems (1707.9)
❑ Mechanical Components (I707.8)
❑ Cold Formed Steel Framing (I 707A)
❑ Storage Racks (1707.6)
❑ Architectural Components (1707.7)
❑ Structural Wood (17073)
❑ Special Cases (1704.13)
❑ Seismic Isolation System (1707.10)
❑
❑ Mastic, Intumescent Fire Resistant Coatings (1704.11)
❑
❑ High Load Diaphragms (I 704_6. 1)
❑
BEFORE A PERMIT CAN BE ISSUED: The owner and contractor and special inspector shall
complete this agreement and the attached Special Inspection Information Form, including the required
acknowledgements and return to the Building Division for approval prior to permit issuance.
W:\Building\HANDOUT ICODES\FORMS\SPECIAL INSPECTION AGREEMENT FORM_doc7/07
APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building
Official prior to performing any duties or inspections. The company performing inspections must he
WABO certified as well as the individual completing inspections. When required by the Building
Official, each special inspector shall submit Statement of Qualifications to the City for review. Special
inspectors shall display identification when performing special inspections on the project site. Special
inspection and testing shall meet the minimum requirements of IBC Chapter 17 and the following:
A. Duties and Responsibilities of the Special Inspector
1. OBSERVE WORK
The special inspector shall observe the site work for conformance with the approved (stamped)
plans and specifications and applicable workmanship provisions of the IBC. Architect or
Engineer reviewed shop drawings may be used only as an aid to inspection. Special inspections
are to be performed on a continuous basis—meaning that the special inspector is on site at all
times observing the work requiring special inspection. Periodic inspections are permitted only as
specifically noted in the approved project plans in accordance with IBC Chapter 17, and as
approved by the Building Official.
Continuous Inspection means the same inspector is on site day to day to observe the work
requiring special inspection.
Periodic Inspection means some inspections may be performed on a periodic basis to satisfy the
requirements of continuous inspection, provided these periodic inspections are performed as
outlined in the project plans and specifications, and approved by the Building Official.
2. REPORT NONCONFORMING ITEMS
The special inspector shall bring non -conforming items to the immediate attention of the
contractor and note all such items in the daily field report. Any item not resolved in a timely
manner shall be immediate cause of the special inspector to notify the Building Official by
telephone at (425-771-0220) or in person at City Hall, of the plan deviation, error, change or
omission. It shall also be the duty of the special inspector to promptly notify the engineer or
architect of record.
3. DAILY REPORTS KEPT ON SITE WITH CONTRACTOR
Each special inspector shall complete and sign a daily report for each day's inspections. The daily
reports shall remain at the jobsite with the contractor for review by the City Building Inspector.
4. WEEKLY REPORTS TO CITY
The special inspector or inspection agency shall furnish the City with weekly reports of tests and
inspections. The project engineer or architect, and others as designated shall also be copied on
reports. Weekly reports must include the following:
• Description and date of daily inspections and tests made with applicable locations
• List of all non -conforming items and locations
« Report on status of non -conforming items (how each was resolved or unresolved)
• Field changes authorized by the Architect, Engineer or City Inspector if not included in
non-conformance items.
W:\Building\HANDOU`I' ICODES\FORMS\SPECIAL INSPECTION AGREEMENT FORM.doc7/07
5. FINAL CONSTRUCTION REPORT
The special inspector or inspection agency shall submit a final signed report or Certificate of
Compliance to the City stating that all items requiring special inspection and testing were fulfilled
and reported. And, to the best of his/her knowledge the project is in conformance with the
approved plans and specifications, approved change orders and the applicable workmanship
provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in
inspection coverage (i.e., missed inspections, periodic inspection when continuous inspections were
required, etc.) shall be specifically addressed in this report.
B. Contractor Responsibilities
1. NOTIFY THE SPECIAL INSPECTOR OF ALL REQUIRED SPECIAL INSPECTIONS
It is the duty of the contractor to notify the special inspector when work is ready for special
inspection. Note, the items listed on the attached Special Inspection Information Form and as
noted on the approved plans and specifications are required to have special inspections. Adequate
notice shall be provided by the contractor so that the special inspector has time to become familiar
with the project. All work requiring special inspection must be approved prior to concealing or
covering said work.
2. PROVIDE ACCESS TO APPROVED PLANS
The contractor is responsible for providing the special inspector access to approved plans at the
jobsite.
3. RETAIN SPECIAL INSPECTION RECORDS
The contractor is responsible to retain at the jobsite all special inspection records submitted by the
special inspector. These records are to be provided to the City building inspector upon request.
C. City of Edmonds Building Division Responsibilities
1. APPROVE SPECIAL INSPECTION
The Building Division shall approve all Special Inspectors and special inspection requirements.
2. MONITOR SPECIAL INSPECTIONS AND APPROVE WEEKLY REPORTS
Work requiring special inspection and the performance of special inspectors shall be monitored
by the City Building Inspector. Building Inspector approval must be obtained prior to placement
of concrete or other similar activities in addition to that of the special inspector.
3. ISSUE CERTIFICATE OF OCCUPANCY
The Building Official may issue a Certificate of Occupancy after all weekly special inspection
reports including the final report have been submitted and accepted by the City.
D. Owner Responsibilities
1. The project owner or the engineer or architect of record acting as the owner's agent shall fund
special inspection services.
E. Engineer or Architect of Record Responsibilities
1. Prepare Statement of Special Inspections in accordance with IBC Section 1705.
2. Review the special inspection reports and provide corrective action for work that may not
conform to the approved plans.
WABuilding\IIANDOUT ICODES\FORMS\SPECIAL INSPECTION AGREEMENT FORM_doc7/07
ACKNOWLEDGEMENTS
I have read and agree to comply with the terms and conditions of this agreement
Owner name
(please print or type)
Signature
General Contractor Company/Owner name
Signature
Special Inspector/Agency name
Date
(please print or type)
Date
(please print or type)
Signature Date
Architect/Engineer of Record name
(please print or type)
Signature
Return the original signed agreement to the Building Division
City of Edmonds Building Division
121 5'h Avenue North, City Hall Second Floor
Edmonds, WA 98020
ACCEPTED BY CITY OF EDMONDS BUILDING DIVISION:
Date
City Official Signature Date
Title:
W:\Building\HANDOIJ'I'ICODES\F-ORMS\SPECIAL INSPECTION AGREEMENT FORM.doc7/07