2006, 12-15 Permit App: 06004813 Alter Roof Project Number: 06004813 Inv: 1 Application Date: 12/15/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: BLDG HIGHER SLOPE/PITCH ON EXISTING Contact: MIKHAIL SHEVCHENKO
ROOF AND REROOF Address: 2707 E 5TH
C-S-Z: SPOKANE WA 99202
Setbacks:Front Left: Right: Rear: Phone: (509)953-5083
Group Name:
Site Information: Project Name:
Plat Key: 001634 Name: MILLERS PARK ADD District: Sout
Parcel Number: 35241.1804 Block: Lot:
SiteAddress: 6908 E 2ND AVE Owner:Name: THOMAS,JOHN
Address: 6908 E 2ND AVE
Location::CSV SPOKANE,WA 99212
Zoning: UR-22 Urban Residential-22
Water District: 020 EAST SPOKANE Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: _ .r ..r , :� sm; .. .=
Review
Building Plan Review Released By:
Originally Released: 12/15/2006 By: TMELBOU
Building Permit
Contractor: MIKHAIL V SHEVCHENKO Firm: MIKHAIL V SHEVCHENKO
Address: 2707 E 5TH Phone: (509)953-5083
SPOKANE WA 99202
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB NEW ROOF 0 $7,300.00 0 $7,300.00
Totals: 0 $7,300.00 0 $7,300.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $153.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $61.30
Permit Total Fees: $219.05
Operator: jmm Printed By: MT Print Date: 12/15/2006
Project Number: 06004813 Inv: 1 Application Date: 12/13/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
, per ; , µ a z, :. .. ..a, :.
Permit Use: BLDG HIGHER SLOPE/PITCH ON EXISTING Contact: MIKHAIL SHEVCHENKO
ROOF AND REROOF Address: 2707 E 5TH
C-S-Z: SPOKANE WA 99202
Setbacks:Front Left: Right: Rear: Phone: (509)953-5083
Group Name:
Site In formation: Project Name:
a :ns , «,a,= km*haw.as<.-„: ;,sr,xar.,w!mka� ; ::rz• ..ass a=.. '. .zs:: azaozrcwazruammniwiu wteae.. =r, w .:_:x`..-;” .:._'.. - 3- - -'-._.
Plat Key: 001634 Name: MILLERS PARK ADD District: Sout
Parcel Number: 35241.1804 Block: Lot:
SiteAddress: 6908 E 2ND AVE Owner:Name: THOMAS,JOHN
Address: 6908 E 2ND AVE
Location::CSV SPOKANE,WA 99212
Zoning: UR-22 Urban Residential-22
Water District: 020 EAST SPOKANE Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: _,- p.
Review
Building Plan Review Released By .` ''' I .,.f t c7L
Building Permit
Contractor: MIKHAIL V SHEVCHENKO Firm: MIKHAIL V SHEVCHENKO
Address: 2707 E 5TH Phone: (509)953-5083
SPOKANE WA 99202
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Su Ft Valuation
1&2 FAMILY R-3 VB NEW ROOF 0 $7,300.00 0 $7,300.00
Totals: 0 $7,300.00 0 $7,300.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $153.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $61.30
Permit Total Fees: $219.05
Operator: jmm Printed By: jmm Print Date: 12/13/2006
' Project Number: 06004813 Inv: 1 Application Date: 12/15/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $219.05 $219.05 $0.00 $219.05
$219.05 $219.05 $0.00 $219.05
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: MT Print Date: 12/15/2006
Project Number: 06004813 Inv: 1 Application Date: 12/13/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Payment Summary•
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $219.05 $219.05 $0.00 $219.05
$219.05 $219.05 $0.00 $219.05
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: jmm Print Date: 12/13/2006
ren'car
Permit Center
Spokane 11707 E Sprague Ave, Suite-}K6 �� PERMIT NUMBER: -( (�
�� Spokane Valley,WA 992Q�� I� \�' r PERMIT FEE: .2_ (1
(509) 688-0036 FAX: (50� � 0037 h `/ I i
Community Development www.spokanevalley.or,.c6!-I. DEC I I '
-alo
Residential Construction fl) Vier C'`$79>r,�s k'�i9i o Accessory Bldg
Permit Application Addition/Remodel o Deck
o Other:
SITE ADDRESS 69(-) 47f
ASSESSORS PARCEL NO: LEGAL DESCRIPTION: ! h t �-
Building owner Contractor AY� i 1
es L
Name: ion V) 1-140m41-5 �fName: i.v1 ) )Ik1G�tiI
Address: bci O k 2 /fAddress: 7O7 s 14, At
City: S Zip: et 612 I C City: S Zip: cret Zv?_
r � 1
Phone:(5ccct q2/ ?if NY Fax: /// 'u1O2 (
( J927 Phone:I IJ 453 50 Fax:C.jcY ) 533/0)3
Lic No:1%//liy/-!`.W(.23Exp.Date: tr _:3 e'"),?
Contact Person
i City Business Lic No: •.6/-121,--(16://-,V373/)2
Name: of I� .M.,,) Pow
-7f4 602£g2513
Phone: 504) cis-, so c
Describe the scope of work in detail: Cost of Project: $ 73ov
.r/�/3e. //3,:i/ 0, cls -61/ 0ir,�1 roc"' t->: r.
re coo Zr iA d✓I4 et Urtlypi//),:id/7
roo
**************The following MUST be complete: (writee N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
2-1yiZ h«I/ 1C?>f2e9 /
MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: PROPERTY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
DISCLAIMER
The permitee verifies,acknowledges and agrees by their signature that 1) If this permit is for construction of 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) This 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.pr
Signature 2 �(.:ACe-e Date /2. 13.1.n.
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash 0 Check 0 Mastercard ❑ VISA ❑ Other
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 6/252005
•
Sfi'loka.ne
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevaltey.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall papel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
O 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
O All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation,information
ROOF-CEILING CONSTRUCTION
•
,
R802.1.3.4 Interior applications. Interior fire- Rafter ties shall be spaced not more than 4 feet(1219 mm)
retardant-treated wood shall have a moisture content of on center.
not over 28 percent when tested in accordance with R802.3.2 Ceiling joists lapped.Ends of ceiling joists shall
ASTM D 3201 procedures at 92 percent relative humid- be lapped a minimum of 3 inches (76 mm) or butted over
ity.Interior fire-retardant-treated wood shall be tested in bearing partitions or beams and toenailed to the bearing
accordance with Section R802.1.3.2.1 or R802.1.3.2.2. member.When ceiling joists are used to provide resistance
Interior fire-retardant-treated wood designated as Type to rafter thrust,lapped joists shall be nailed together in ac-
A shall be tested in accordance with the provisions of this cordance with Table R602.3(1)and butted joists shall be tied
section. together in a manner to resist such thrust.
R802.1.3.5 Moisture content. Fire-retardant-treated R802.4 Allowable ceiling joist spans.Spans for ceiling joists
wood shall be dried to a moisture content of 19 percent or shall be in accordance with Tables R802.4(1) and R802.4(2).
I less for lumber and 15 percent or less for wood structural For other grades and species and for other loading conditions,
panels before use. For wood kiln dried after treatment refer to the AF&PA Span Tables for Joists and Rafters.
(KDAT) the kiln temperatures shall not exceed those
used in kiln drying the lumber and plywood submitted R802.5 Allowable rafter spans. Spans for rafters shall be in
for the tests described in Section R802.1.3.2.1 for ply- accordance with Tables R802.5.1(1)through R802.5.1(8).For
wood and R802.1.3.2.2 for lumber. other grades and species and for other loading conditions,refer
R802.1.4 Structural glued laminated timbers. Glued to the AF&PA Span Tables for Joists and Rafters.The span of
each rafter shall be measured along the horizontal projection of
laminated timbers shall be manufactured and identified as the rafter.
required in AITC A190.1 and ASTM D3737.
R802.2 Design and construction.Roof ceilings shall be de R802.5.1 Purlins.Purlins are permitted to be installed to re-
duce the span of rafters as shown in Figure R802.5.1.Purlins
signed and constructed in accordance with the provisions of shall be sized no less than the required size of the rafters that
this chapter and Figures R606.10(1), R606.10(2) and they support. Purlins shall be continuous and shall be sup-
R606.10(3)or in accordance with AFPA/NDS.Components of ported by 2-inch by 4-inch(51 mm by 102 mm)braces in-
roof-ceilings shall be fastened in accordance with Table stalled to bearing walls at a slope not less than 45 degrees
R602.3(1). from the horizontal. The braces shall be spaced not more
R802.3 Framing details. Rafters shall be framed to ridge than 4 feet(1219 mm)on center and the unbraced length of
board or to each other with a gusset plate as a tie.Ridge board braces shall not exceed 8 feet(2438 mm).
shall be at least 1-inch (25.4 mm) nominal thickness and not R802.6 Bearing.The ends of each rafter or ceiling joist shall
less in depth than the cut end of the rafter.At all valleys and hips have not less than 1'!2 inches(38 mm)of bearing on wood or
there shall be a valley or hip rafter not less than 2-inch(51 mm) metal and not less than 3 inches (76 mm)on masonry or con-
nominal thickness and not less in depth than the cut end of the Crete.
rafter.Hip and valley rafters shall be supported at the ridge by a
brace to a bearing partition or be designed to carry and distrib- R802.6.1 Finished ceiling material.If the finished ceiling
ute the specific load at that point.Where the roof pitch is less material is installed on the ceiling prior to the attachment of
than three units vertical in 12 units horizontal (25-percent the ceiling to the walls,such as in construction at a factory,a
slope), structural members that support rafters and ceiling compression strip of the same thickness as the finish ceiling
joists,such as ridge beams,hips and valleys,shall be designed material shall be installed directly above the top plate of
as beams. bearing walls if the compressive strength of the finish ceil-
R802.3.1 Ceiling joist and rafter connections. Ceiling ing material is less than the loads it will be required to with-
joists and rafters shall be nailed to each other in accordance stand.The compression strip shall cover the entire length of
with Tables R602.3(1) and R802.5.1(9), and the assembly such top plate and shall be at least one-half the width of the
shall be nailed to the top wall plate in accordance with Table top plate.It shall be of material capable of transmitting the
R602.3(1). Ceiling joists shall be continuous or securely loads transferred through it.
joined where they meet over interior partitions and nailed to R802.7 Cutting and notching.Structural roof members shall
adjacent rafters to provide a continuous tie across the build- not be cut,bored or notched in excess of the limitations speci-
ing when such joists are parallel to the rafters. fled in this section.
Where ceiling joists are not parallel to rafters, R802.7.1 Sawn lumber.Notches in solid lumber joists,raf-
subflooring or metal straps attached to the ends of the rafters ters and beams shall not exceed one-sixth of the depth of the
shall be installed in a manner to provide a continuous tie member, shall not be longer than one-third of the depth of
across the building, or rafters shall be tied to 1-inch by the member and shall not be located in the middle one-third
4-inch (25.4 mm by 102 mm) (nominal) minimum-size of the span.Notches at the ends of the member shall not ex-
crossties.The connections shall be in accordance with Table ceed one-fourth the depth of the member.The tension side of
R602.3(1) or connections of equivalent capacities shall be members 4 inches(102 mm)or greater in nominal thickness
provided.Where ceiling joists or rafter ties are not provided shall not be notched except at the ends of the members.The
at the top plate,the ridge formed by these rafters shall also diameter of the holes bored or cut into members shall not ex-
be supported by a girder designed in accordance with ac- ceed one-third the depth of the member. Holes shall not be
cepted engineering practice. closer than 2 inches (51 mm) to the top or bottom of the
214 2003 INTERNATIONAL RESIDENTIAL CODE®
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CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
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REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY Su!' ING- ISION