20060801083642.pdfOV EDS City of Edmonds
O
PLAN REVIEW COMMENTS
BUILDING DIVISION
�Sr $9° (425) 771-0220
DATE: August 1, 2046
TO: Lance Farr
fffish@hotmail.com
FROM: Jenny Readwin, Plans Exam' r
RE: Plan Check # 2006-0790
Project: Deck
Project Address: 8941 179t'Pl SW
During re -review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised
plans/documents (affected sheets only) with a written response to each of the items below to a
Permit Coordinator.
1) Topography lines and elevations still need to be shown on the site plan in the proposed deck
area. See attached sample site plan. Show topography on the site plan.
2) ok
3) This section needs to be expaneded. See attached copy from the International Residential
Cade for foundation clearances from slopes. Show bottom of footing in relation to the slope
per IRC R403.1.7.2
4) ok
5) ok
6) ok
7) Soil bearing must be performed by a Geotechnical Engineer or Licensed Geologist and form
submitted was signed by an Architect. Please choose alternate special inspector to perform
sail bearing special inspection. Special inspections are required for the following. Complete the
enclosed special inspection agreement signed by the owner, the general contractor and the
special inspector and submit to the City for approval prior to issuance.
• Soil Bearing
Property Owner Name SAMPLE PLOT PLAN
Property Address
scale: 1"=20'
+109
Tax Account Parcel #
+106
+104
+102
IMPERVIQIJS SURFACE CALCS
+100
Proposed Building Roof Outline: 2500 sf.
Proposed Patio: 200 sf.
Proposed Garage: 500 sf
/
Proposed Driveway: 610 sf
Proposed Solid Surface Deck: 280 sf.
+98I
/
Proposed Covered Porch: 75 sf.
Ft.
3
. /
[�
36" x 36"
HEIGHT CALC
+96
l Concrete Landing
A = +99'
B =+107'�8.
C =+100'°
Proposed Deck
D=+105'
��
q---------18Rsgft---
— g
AVE GRADE = 102.75'
l
+99.+107,
ACTUAL = 125'
proposed Rockery
jylf XEVRjM =12.7.75'
Maximum height 3'-0"
�
Top of rockery 99'
I '
• Bottom of rockery 96'
1
I25,_x„
Propos d,
I
L —
LOT COVERAGE:
Co to
Proposed
i b
2875 SQ.FT. (21%)
(200 gf
Residence
,
I T
12300
sq.ft. (1st floor)
I
LOT AREA:
800 sq.ft. (2nd floor)
q._o., ,
13,527 SQ.FT. N
1
I
I
r
;
col
Tax Account Parcel 9:IL
I
3476-001-003-3049 I
iN
J
J
LQT SLOPE: 11%
L _ _— _ _I Covered Pored
I
IN
❑ 76 at.;i ❑
Proposed
- Original
I
Garage
ly
Grade
Contours
I
J500
I
6 q ft.
I
I�
CI
DI
•
+100' i, L
j—
+105
I
I
Property Line
; j
.
p13,tse�¢;�e cl(#
o
ut7mfigkgp4N,!
I
24'
+98
100'
Sidewalk
+:105
N FH
Driveway Slope: 6%
M
MAIN STREET Telephone Pole
DATUM
PT. +100' enter of Right -of -Way
ss Top of SS Manhole Cover
O
2—"
—
G:Stemplbuilding4handoutlsfrkplut.vsd7104
— — ii
ATTACHMENT A
9
L:ITEMPIBUILDINGIHANDOUT ICODES\Handouts WebpagelSFRB73.DOC
Revised 5106
FOUNDATIONS
FACE OF
STRUCTURE
TOE OF
SLOPE
TOP OF
SLOPE
H/2 BUT NEED NOT EXCEED 15 FT. MAX.
For SI: I foot = 344.8 mm. FIGURE 8403.1.7.1
FOUNDATION CLEARANCE FROM SLOPES
FACE OF
FOOTING
J
H/3 BUT NEED NOT
EXCEED 40 FT. MAX.
TABLE R403.3
MINIMUM INSULATION REQUIREMENTS FOR FROST -PROTECTED FOOTINGS IN HEATED BUILDINGSa
H
AIR FREEZING INDEX
('F-days)b
VERTICAL INSULATION
R-VALUEe d
HORIZONTAL INSULATION
R-VALUE�-e
Along walls At comers
HORIZONTAL INSULATION DIMENSIONS
PER FIGURE R403.3(t) (inches)
A B C
1,500 or less
4.5
Not required
Not required
Not required
Not required
Not required
2,000
5.6
Not required
Not required
Not required
Not required
Not required
2,500 16.7
1.7
4.9
12
24
40
3,000
7.8
6.5
8.6
12
24
40
3,500
9.0
8.0
11.2
24
30
60
4,000
10.1
10.5
13.1
24
36
60
a_ Insulation requirements are for protection againstfrostdamageinheatedbuildings.Greatervaluesmayberequiredtomeetenergyconservationstandards.Inter-
potation between values is permissible.
b. See Figure R403.3(2) for Air Freezing Index values.
c_ Insulation materials shallprovidethe stated minimumR-valuesunder tong-termexposuretomoist, below-groundconditionsin freezing climates. The following
R -values shall be used to determine insulationthicknesses required forthis application: Type 11 expanded polystyrene-2AR per inch; Type IV extrudedpolysty-
rene--4.5R per inch; Type VI extruded polystyrenes -4.5R per inch; Type IX expanded polystyrene -3.2R per inch; Type X extruded polystyrene -4.5R per
inch.
d. Vertical insulation shall be expanded polystyrene insulation or extruded polystyrene insulation.
e. Horizontal insulation shall be extruded polystyrene insulation.
68
2003 INTERNATIONAL RESIDENTIAL CODES
CITY OF EDMONDS
SPECS INSPECTION AND TESTING AGREEMENT
The project at VY 4f 1 17!J-1 r t n-, 7aV-' ' - _, issued under building permit
number 2062 0270 requires special inspection and/or testing per IBC Chapter 17. The
complete list of special inspections is attached to this document.
BEFORE A PERNHT CAN BE ISSUED: The owner and contractor and special inspector shall complete
this agreement and the attached structural test(s) and inspections schedule including the required
acknowledgements.
APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building
Official prior to performing any duties or inspections. Each special inspector shall submit Statement of
Qualifications to the Building Official for review. Special inspectors shall display identification when
performing special inspections on 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
I_ 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 aII times observing
the work requiring special inspection. Periodic inspections, if any, must have prior approval by the.
City based on a separate written plan reviewed and approved by the Building Official and the
engineer or architect of record.
2. Report Non -conforming 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 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.
3. Complete Daily Reports
Each special inspector shall complete and sign both the special inspection record •and the daily report
form for each day's inspection. These records shall remain at the jobsite with the contractor for
review by the City Building Inspector.
4. Furnish Weekly Reports
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--
&
ollowing_• Description of daily inspections and tests made with applicable locations
r List of all tion -conforming items
Report on status of non -conforming items (resolved or unresolved)
Itemized changes authorized by the Architect, Engineer and City if not included in non-
conformance items.
5_ _ Furnish Final Construction Report
The special inspector or inspection agency shall submit a final signed report to the City stating that
all items requiring special inspection and testing were fulfilled and reported. And, to the best of
L:ITEMP1BULDING1SpeciallnspectionAgreementiBC.doc 7104
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 or unresolved items or any discrepancies in inspection coverage, (i.e., missed
inspections, periodic inspection when continuous inspections were required, etc.) shall be specifically
itemized in this report.
B. Contractor Responsibilities
1. Notify the Special Inspector
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 schedule 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.
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 Department Responsibilities
1. Approve special inspectors or inspection agencies
The building department shall approve all special inspectors and special inspection requirements.
2. Monitor special inspection and approve weekly reports
Work requiring special inflection and the performance of special inspectors shall be monitored by
the City Building Inspector. Ills/Her 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.
D. Owner Res onsibilities
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
The engineer or architect of record shall include special inspection requirements on the plans and
specifications.
ACKNOWLEDGEMENTS
I have read and agree to comply with the terms and conditions of this agreement.
Owner Date
Special Inspector Date
General Contractor _—_ _ - Date
City Building Official
L:ITEMPIBUILDING15peciallnspectionAgreementMC.doe. 7/04
Date
— SamRTa andTrxt (list sptciisc marshes 6clvwj
— SbopMarcrial IdentiCxatioe
_ WHdin€I-PCcuun O M -p O acid
..�Uittasonicluspectiorr QSb'op D3-teld
—High-strcugSh Boating -
� )Shu r -[Held
OA325 ON OX - OF
O A490
— Metal Deck %%ding laspection
Reinforcing Steel Welding inspectirm
— Meud Stud WrJding Irk-I)e cion
PRECASTIPRESTRESSED CONCRETE: — Conctcte insert welding inspection
FIREPROMNG:
Piacemem Inspection
— Density Tests
- TWckness Tests
_.._ Inspect Batching
INSULATING CONCRETE:
— Samp)e enc[ Test
_ PlactowntIrespcctioh
— Uairweighu
FILL MATERIAL:
MASONRY:
--- Acceptance Tats
— Placctnent Inspection _
,._._ Specie# lnapWie n Snssscs Used
— Field Ek -t ty
— Pt eliraii wy Acceptance Tests (Masonry Units. Wall Prisms)
...... Subscgnent Tats (Mor s! Groot. Field Wall Prisms)
STRUCTURAL WOOD:
— Placemmt Inspecamrof Unit
— Shear Wall Nailing lnspaeriou
— Inspection of Gttrlam Fab_
.— Inspwion of Truss lout Fab.
ADDITIONAL INSTRUCTIONS OR OTHER TESTS
.—_. Sample and Test Components
AND SPECTIONS;
For ieanpletedby. Title:
%leplsone Na..
Date: