2014, 02-25 Permit App: BLD-2014-0317 Residence • Community Development Department (Staff Use Only)
Permit Center
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
CITYOFSpokane Valley,WA 99206
pokane Tel: (509) 688-0036 PERMIT FEE:
Valley Fax: 688-0037
permitcenitcenter@spokanevalley.orq
Zo(4 -031'7
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
Si NEW CONSTRUCTION jJ ADDITION/REMODEL E ACCESSORY BUILDING
gi DECK [] OTHER
SITE ADDRESS: Al iii--2 t,' �.
ASSESSORS PARCEL NO.: _357,2 3 j 9,)V LEGAL DESCRIPTION: q.--""--
BUILDING OWNER NAME: , 'Lt 1mik jf ';yyCkq/E::
NAME: `mini f Yrk174CitC:P '
ADDRESS: o ,T /r . l e, ��/�f �j.
CITY: 'y, C bLC.: STATE: #A ZIP: .7gt�`
PHONE: 3 C 'V l J 6 6 — aCC 66 FAX: CELL:
CONTACT NAME: 9-Y A.,) <<l b f?C.
PHONE: FAX: CELL: c 5 ) ' gL(f5CONTRACTOR NAME: //e7/`) 4 71.1‘%fiQk
MAILING ADDRESS: �buC c7 E 944//VC' �/
CITY: S 3 ba'NC STATE: �C7JV' ZIP: 9:90eCeZ
PHONE: (.. -t•_.) 6-S6- ', ,t!66FAX: CELL:
CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N A IF NOT APPLICABLE
Height to Peak: Dimensions: No. of Stories: Total Habitable
Space:
Main Flow;SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
'J (gyp FT: l'?-D FT:
Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30% Slopes on
412-0 FT: --(42•0 Area: Property:
No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic:
TOTAL COST OF PROJECT: $
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling,the dwelling is/will
be served by potable water. 2)Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property
owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of
Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of
Spokane Valley permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
information may be required to be submitted and subsequently approved before this application can be processed.
Signature J1�� Date: / 3 6Z6/y
Updated 1-11-11 Page 1 of 1
tittp://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
o SITE PLAN
o Property lines and dimensions o Setbacks to property lines
o Direction arrow pointing North and orientation to streets o Distance between buildings
o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes
o Utilities, septic tank/drain field locations and distances o Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations(Front/Rear/Sides)with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
o Footing sizes and locations o Supporting wood cripple walls or beams
o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting
o Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
o Floor Joist direction, size and spacing o Window and door location and sizes
o Header, beam or concrete lintel sizes o Window well locations if applicable
o Brace wall panel locations o Room usage labels
o Water heater and furnace locations o Smoke detector locations
o Exhaust fan locations o Attic and crawl space access locations
o Deck or concrete patio sizes and locations o Fire Wall construction
❑ Roof Plan:
o Engineered truss direction and spacing o Ridge, eave and valley lines
o Rafter and over frame direction, size and spacing o Beam and girder size and location
❑ Wall Section Detail including:
Roof
o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection
o Sheathing size and type o Attic insulation/air space baffle/ventilation
Ceiling
o Joist size and spacing o Size of ceiling gypsum wall board
Wall
o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts
o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board
Floor
o Joist size and spacing o Sheathing or concrete floor size/insulation
Foundation Wall
o Concrete or Masonry unit width o Footing bottom to finished ground level depth
o Earth to wood separation distance o Horizontal &vertical reinforcement if any
Footing
o Size o Reinforcement if any
Radon
o Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
o Floor plan/side view/dimensions o Footings/post/and beam size and locations
o Floor Joist/decking direction, size and spacing
❑ Stairway tread rise & run and nosing 0 Handrail/Guard height&spacing
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Howard C. Pettibone, P.E.
Geotechnical Consultant
1004 W. 26th Avenue
Spokane, WA 99203
May 22, 2014
Mr. Doug Powell
Fax 688-0037
Dear Mr. Powell:
I have completed a geotechnical investigation for the residential lots at 4909 and
4925 East 160 Lane, Glenrose, WA.
Observations May
Igor Noble and I discussed these lots on Wednesday 21 12014. We agreed on the
location of underground leaders from the downspouts to a drain pipe in the back yard as
shown in Figure I.
Recommendations
Based on my observations and the builder's experience in this area, I believe that
this residence can be built as planned. I cannot envision any stability problems. The
basement should be protected from water seepage. A water proofing material should
be applied to the outside surface of the foundation wall and footing and a cold joint
moisture barrier should be placed in the footing as shown in Figure2. I agreed that you
could substitute a coating of Sonoshield HLM 5000 on the top of the footing and up
about one foot on the foundation wall after the foundation is completed. HLM 5000 is a
liquid cold-applied elastomeric waterproofing membrane system that should be an ef-
fective moisture barrier on the cold joint between the footing and the foundation wall..
Loose backfill around the foundation walls will allow the soil to settle next to the
house, allowing water to pond near the house, saturating the soil and possibly causing
water problems in the basement. Therefore the foundation backfill must be compacted
in 12 inch maximum lifts to minimize settlement near the foundation. A six inch layer of
topsoil that is much less permeable than the natural soil will also greatly reduce seep-
age. Plantings adjacent to the house should be minimal and only drip irrigation should
be used. Additionally the final grade should slope away from the house at a minimum of
2%for at least five feet. All roof drainage should be collected with gutters and all down-
spouts should have underground extensions leading to the drain pipe in the rear of the
lot as shown in Figure 1.
Sincerely,
i "
i
g7-0'41e
I '1 /AZ
Howard C. Pettibone, P.E.
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• Target Date sheet
For City Use Only
Sjökane Project Address
Valle
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.720-5240 ♦ Fax: 509.688.0037♦ permitcenter®spokanevattey.org
As part of our on-going commitment to customer service during the review process of your project application,we are
providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet
this date,we will contact you with a revised target date.
Your application review TARGET DATE is
The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is
not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
D Submit complete,accurate plans and documents.
Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be
several days before they can look at your new or revised information.
' Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise
for dealing with reviewer comments would be the best choice for the entire review process.
D Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your
target date.Staff may contact you before the target date if the initial review is complete.By following this procedure,you will
save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as
indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does
not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from
substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is
complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review.
3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review.
Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email,
or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re-
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the
application are received, a Permit Specialist will process the application and contact the person specified on your application for
permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at
that time.
CD-003 V-7/06-21-11 Page 1 of 1
Prescriptive Energy Code Compliance for All Climate Zones in Washington
, Project Information Contact Information
s
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative Date
All Climate Zones
Efficient Building Envelope 1 a
R -Valued
U-Factord
Fenestration U -Factor°
n/a
0.30
Skylight U -Factor
n/a
0.50
Glazed Fenestration SHGC° °
n/a
n/a
Ceiling
49i
0.026
Wood Frame Wallg"
21 int
0.056
Mass Wall R -Value'
21/21"
0.056
Floor
30g
0.029
Below Grade Wall°K
10/15/21 int + TB
0.042
Slab° R -Value & Depth
10, 2 ft
n/a
*Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
Project at-124°1g
t-12 ° 1 o 3 17
it ECE1Y2
FE" 2F 214
CSV FF.RrviIT CENTER
LsUB
FrV.T.
Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the
International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the
following minimum number of credits:
._111. Small Dwelling Unit: 0.5 points
Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
area. Additions to existing building that are Tess than 750 square feet of heated floor area.
r2. Medium Dwelling Unit: 1.5 points
All dwelling units that are not included in #1 or #3, including additions over 750 square feet.
l.__3. Large Dwelling Unit: 2.5 points
Dwelling units exceeding 5000 square feet of conditioned floor area.
Table R406.2 Summary
Option Description
Credit(s)
1 a
Efficient Building Envelope 1 a
0.5
lb
Efficient Building Envelope 1 b
1.0
1c
Efficient Building Envelope lc
2.0
2a
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
1.0
2c
Air Leakage Control and Efficient Ventilation 2c
1.5
3a
High Efficiency HVAC 3a
0.5
3b
High Efficiency HVAC 3b
1.0
3c
High Efficiency HVAC 3c
2.0
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
5a
Efficient Water Heating
0.5
5b
Efficient Water Heating
1.5
6
Renewable Electric Energy
0.5
Total Credits
*Please refer to Table R406.2 for complete option descriptions
http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf
a
*1200 kwh
1.0
0.5
0.0
1.50
Overhead Glazing (Skylights)
Component
Description
Sum of Vertical Fenestration Area and UA
Vertical Fenestration Area Weighted U = UA/Area
Ref. U -factor
Width Height
Qt. Feet inch Feet Inch
Sum of Overhead Glazing Area and UA
Overhead Glazing Area Weighted U = UA/Area
Total Sum of Fenestration Area and UA (for heating system sizing calculations)
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
243.0
72.90
Area
0.30
UA
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.00
283.0
80.90
Table R402.1.1 Footnotes
For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing.
a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is
less than the label or design thickness of the insulation, the compressed R -value of the insulation from
Appendix Table A101.4 shall not be less than the R -value specified in the table.
b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration.
Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1
through 3 where the SHGC for such skylights does not exceed 0.30.
"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the
basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or
exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-
13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and
basement wall.
a R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1.
e There are no SHGC requirements in the Marine Zone.
Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table
R301.1.
g Reserved.
h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13
cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent
or less of the exterior, continuous insulation R -value shall be permitted to be reduced by no more than R-3 in
the locations where structural sheathing is used to maintain a consistent total sheathing thickness.
The second R -value applies when more than half the insulation is on the interior of the mass wall.
For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38.
k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
minimum of R-10 insulation.
Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation
requirement.
Table R402.1.3 Footnote
a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as
specified in Section R402.1.3.
R-5 Thermal Break at slab edge
Simple Heating System Size: Washington State
This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA
Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling
loads.
The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of
0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC.
Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section,
some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension
Program at (360) 956-2042 for assistance.
Project Information
Heating System Type:
0 All Other Systems
Contact Information
0 Hea Pump
To see detailed instructions for each section, place your cursor on the word "Instructions".
Design Temperature
Instructions
Spokane AP
V
Area of Building
Conditioned Floor Area
insvucrcns Conditioned Floor Area (sq ft)
Average Ceiling Height
Instructions Average Ceiling Height (ft)
Glazing and Doors
ns
Skylights
ss
Insulation
Attic
. R-38 Advanced
Single Rafter or Joist Vaulted Ceilings
R-38 Vented
Above Grade Walls (see Figure 1)
Instruci
Floors
Instructions
R-21 Intermediate
No Floors above unconditioned spaces.
Below Grade Walls (see Figure 1)
R-21 Interior
Slab Below Grade (see Figure 1)
Instructions
Slab on Grade (see Figure 1)
Instructions
R-10 Perimeter
Location of Ducts
Conditioned Space V
Design Temperature Difference (LAT) 66
AT = Indoor (70 degrees) - Outdoor Design Temp
2,894
8.0
Conditioned Volume
23,152
U -Factor X Area =
0.30
243
U -Factor X Area =
0.50 L____I0
UA
72.90
UA
U -Factor X Area = UA
0.026 I 1,447 I 37.62
U -Factor X Area
0.027 I 1 447
U -Factor X
0.056
11 -Factor X
U -Factor X
0.042
UA
39.07
Area UA
1,627
91.11
Area UA
Area
656
UA
27.55
F -Factor X Length UA
0.570 82 I 46.74
F -Factor X Len tthh UA
0.540 72 I 38.88
Sum of UA
Duct Leakage Coefficient
1.00
Envelope Heat Load
Sum of UAX AT
Air Leakage Heat Load
VolumeX 0.6X ATX. 018
353.88
23,356 Btu / Hour
16,503 Btu / Hour
Building Design Heat Load 39,858 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 39,858 Btu / Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 1.10
Ducts in conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 49,823 Btu / Hour
Building and Duct Heat Loss X 1.40 for Forced Air Furnace
Building and Duct Heat Loss X 1.25 for Heat Pump
(07/01/13)
Simple Heating System Size: Washington State
This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA
Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling
loads.
The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of
0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC.
Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section,
some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension
Program at (360) 956-2042 for assistance.
Project Information
Heating System Type: ® Al Other Systems
Contact Information
Q Hea Pump
To see detailed instructions for each section, place your cursor on the word "Instructions".
Design Temperature
Instructions
Spokane AP
Area of Building
Conditioned Floor Area
instructions Conditioned Floor Area (sq ft)
Average Ceiling Height
-tructions Average Ceiling Height (ft)
Glazing and Doors
S
Skylights
Instructions
Insulation
Attic
-U€-tions
R-38 Advanced
Single Rafter or Joist Vaulted Ceilings
R-38 Vented
Above Grade Walls (see Figure 1)
?ructions
Floors
ns
R-21 Intermediate
v
No Floors above unconditioned spaces.
Below Grade Walls (see Figure 1)
Instructions
R-21 Interior
Slab Below Grade (see Figure 1)
Instructions
R-5 Thermal Break at stab edge V
Slab on Grade (see Figure 1)
Instructions
R-10 Perimeter V
Location of Ducts
Instructions
Conditioned Space
Design Temperature Difference (AT) 66
AT= Indoor (70 degrees) - Outdoor Design Temp
2,894
8.0
Conditioned Volume
23,152
U -Factor X Area = UA
0.30
243
72.90
U -Factor X Area = UA
0.50
U -Factor X
0.026
U -Factor X
0.027
U -Factor X
0.056
Area
1,447
Area
1,447
Area
1,627
U -Factor X Area
U -Factor X Area
0.042 F-656-1
F -Factor X
0.570
F -Factor X
0.540
Sum of UA
= UA
37.62
UA
39.07
UA
91.11
UA
UA
27.55
Len th UA
82 I 46.74
Length UA
72 1 38.88
Duct Leakage Coefficient
1.00
Envelope Heat Load
Sum of UAX AT
Air Leakage Heat Load
VolumeX 0.6 XAAT X. 018
353.88
23,356 Btu 1 Hour
16,503 Btu / Hour
Building Design Heat Load 39,858 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 39,858 Btu / Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 1.10
Ducts in conditioned space' Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 55,802 Btu / Hour
Building and Duct Heat Loss X 1.40 for Forced Air Furnace
Building and Duct Heat Loss X 1.25 for Heat Pump
(07/01/13)
Window, Skylight and Door Schedule
Project Information
Exempt Swinging Door (24 sq. ft. max.)
Exempt Glazed Fenestration (15 sq. ft. max.)
Vertical Fenestration (Windows and doors)
Component
Description
Ref. U -factor
Contact Information
METAI
0.20
.20
Ref. U -factor
CASCADE TRIPLE GLASS WINDOWS
1
0.30
2
0.30
3
0.30
4
0.30
5
0.30
6
0.30
7
0.30
8
0.30
9
0.30
Width Height
Qt. Feet Inch Feet Inch
3
3
1
1
6
8
6
8
Qt.
Width Height
Feet Inch Feet Inch
4
4
2
6
2
5
6
3
6
2
1
1
1
4
2
1
2
1
4
1
3
5
5
5
6
3
6
4
Area
UA
20.0
4.00
20.0
4.00
Area
UA
32.0
9.60
4.0
1.20
6.0
1.80
30.0
9.00
40.0
12.00
50.0
15.00
36.0
10.80
21.0
6.30
24.0
7.20
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00