2007, 04-03 Permit App: 07001039 DeckProject Number: 07001039 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/3/2007 Page 1 of 2
Project Information:
Permit Use: ADD 12X24 DECK Contact: HANDYMAN CONNECTION
Address: 8123 E SPRAGUE AVE
C - S - Z: SPOKANE VALLEY, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 922-7374
Group Name:
Site Information: Project Name:
Plat Key: 000189 Name: BEVERLY HILLS ADD District: Sout
Parcel Number: 45193.0317
Block: Lot:
SiteAddress: 1013 S EDGERTON RD
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water District: 020 EAST SPOKANE
Owner: Name: BIVIANO, ERIC
Address: 1013 S EDGERTON RD
SPOKANE, WA 99212
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released By:
Originally Released: 4/2/2007 By: TMELBOU
Landuse/Zoning/HE Conditions
:Released By:
Originally Released: 4/2/2007 By: mharnois
Permits•
Operator: JD Printed By: JD
Print Date: 4/3/2007
Project Number: 07001039 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/3/2007
Contractor: HANDYMAN CONNECTION
Address: 8123 E SPRAGUE AVE
SPOKANE VALLEY, WA 99212
Description Grp Type Notes
DECK OPEN R-3 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Page 2 of 2
Firm: HANDYMAN CONNECTION
Phone: (509) 922-7374
This Application: Total Project:
Se Ft Valuation Sq Ft Valuation
288 $4,320.00 288 $4,320.00
Totals: 288
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
$4,320.00 288 $4,320.00
Fee Amount
$111.25
$27.81
$4.50
Permit Total Fees:
$143.56
Notes:
CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS
' Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $143.56 $143.56 $0.00 $143.56
$143.56 $143.56
$0.00 $143.56
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: JD Printed By: JD Print Date: 4/3/2007
Project Number: 07001039 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 04/02/2007 Page 1 of 2
Project Information:
Permit Use: ADD 12X24 DECK Contact: HANDYMAN CONNECTION
Address: 8123 E SPRAGUE AVE
C - S - Z: SPOKANE VALLEY, WA 99212
Setbacks: Front Left: Right: Rear: Phone: (509) 922-7374
Group Name:
Site Information: Project Name:
Plat Key: 000189 Name: BEVERLY HILLS ADD District: Sout
Parcel Number: 45193.0317 Block: Lot:
SiteAddress: 1013 S EDGERTON RD Owner: Name: BIVIANO, ERIC
Address: 1013 S EDGERTON RD
Location:: CSV SPOKANE, WA 99212
Zoning: UR -3.5 Urban Residential 3.5
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: ,
Review
Building Plan Review
Released By:
Originally Released: 04/02/2007 By: TMELBOU
Landuse/Zoning/HE Conditions
Permits•
Released By:.
Operator: JD Printed By: JD Print Date: 04/02/2007
SOkan e�
Dalley.
Community Development
Residential Construction ❑ New Construction Accessory Bldg
Permit Application U L Q A7dddition/Remodel X Deck
❑ Other:
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206 n
(509)688 036 Ft1X (549)68 8-1003 70
www.spo 9 nevallev.or£
PERMIT NUMBER: 1 (1�
PERMIT FEE:
SITE ADDRESS: CO(3 5• Cdyer(v'h 5P0[<vxo t -i, 992/z
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
_- .. -- ;' ;. ...0
Buildidg'Owner: , - _-1.
Contracto r. ^; •
'
Name:
Name:. "`a /� Hecto,
lHtRar ! eNNF�divH aH
Address:Address:
�i913 5• C�gt/'lazn
&123 E , Spra9v-f 74ve
City: State: W�} Zrp:p9z/L
SyoKau t/Kllr�
City:5/19424.e UNtIP State: L�t/A Zrpqyz/2
y
Phone: 924—Z29f Fax:
Phone: cj22-737Y cirri/is- --39 30
GARAGE SQ. FIG
/V
Contractor Lic No:UANDYCvo K Date:
;Go'ntact Person , . , ,� -
# OF BEDROOMS:NA
City Business Lic. No:
HEAT SOURCE:M
SEWER OR SEPTIC?- 1114
Name:
Phone:
Describe the„ scope of work in detail: Cost of Project: $ 13 oo
gunkdJ opt cbnrr 1)-'yZ9' pecK-b lot b&i(f if 15-. rear el 4446c r Itho- dect<
�O be- as r-a.ie.9 2 -Le fahoi "1-1,..c. lo-cX Q1 I L GovC-e z ✓Jec(C/s-
24°Of-FgM�N�
Proposed Use: owe use.
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
NA-
DIMENSIONS:
i
# OF STORIES:TOTAL
MA-
HABITABLE SPACE:
/1144 -
- 12 k(t i
MAIN FLOOR TO SQ.
FTG:M fl
2Nu FLOOR SQ. FTG:
ova-
UNFIN BASEMENT SQ. FTG:
4'A
IMPERVIOUS SURFACE
AREA: NA
FINISHED BASEMENT
SQ. FTG: /j/
GARAGE SQ. FIG
/V
CIIEOI(/COV. PATIO SQ. FTG:
288 eV
30% SLOPES ON
PROPERTY: q/4
# OF BEDROOMS:NA
CONSTRUCTION TYPE:
HEAT SOURCE:M
SEWER OR SEPTIC?- 1114
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 ordinan •s. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can -be process
SIGNATURES
Method of Paymen
0 Cash 0 Check 0 Mastercard
Bankcard #: Expires:
Authorized Signature:
REVISED 2115/07
DATE: 3 - 2 7 07
0 VISA
VIN#:
Decking
Nehmen aoamlal.
e.en Gem edea sr
.mbnls outer el'
bop w be 1.111
minim®
]"
4" maximum near
Upsets, thanl'.P
proawe • nda. or
IM brain al per.
Iebesm nmMlen
(Mutton rale
Height shell teethe
mere w.0 to nay
Peal
Wade
blot
Mal buaoep
r min. .ben menet, or
provide treated woad
6" min
24)I minimum
brimmn2000 psi
3" minimum
H.wrd Wad.ig
"rF'�� 7'minledglM _pga
Docking
36"
minimum
I/ pee a Mtn 4'.0"
pad omis. or
Ie/ beams el pet.
m0baw awnrallon.
(Mubnwe hal
Ilrlphl "ball not be
mom then 10 Peet)
Post Jg Deen2 Connection detail (interior condition)
rim C.p Imtelled per muohetmn'r Iutmotiw
.1.1 buonp
I" min. .bean tonna* or
protIda greeted weed
2000 pl mama (minim%
2" minimum
6 minimum
Natural grade
24" miWiulnn
19"
11"min
tee bred
Um/ I
min 104)
Km p bans
Twe 112" diameter i.
bolls lop and Willem Vptnl
Poet
ie" man.
Wa thong
ledger sllnhmenl meet (rebelled newe r
rust & Deana Connection detail
en rap Installed pm manunolmel'a Intimater
ib" min.
s tine)
Knee ben.
h.,
1 "min (IM)V
Knee bran 411
11:I
pur
Tut; 1/2" dlrmeter lug
WO lop and bottom typical
FULL 38 IN. MIN GUARD
HEIGHT PER SECT.
831&1 AT LANDING
HN. SPHERE CANNOT
PASS TNROUON
ii
lI
84 IN. MIN GUARD HEIGHT PER SECT831S
138 Bi. MAX FOR HANDRAIL PERS= 8315.1
SIN. SPHERE CANNOT
FMB THROUGH
V• I
4"9-
I TViO.HIIICH .&Homes
WTAWNM 1NHWIMST
IOSWI ;.L.wWN6
TYHl91w0MI1^
OMp1 SHAM NRLAIDO WORK
IIYW MRMYmuooml UM,AOI11' U .
MMO LlJ AM
ONNMIWYM4
IBATAI IM IiwrvnUM
OP&Ifl110 IMPAC 10UR
SITORMI uWROM I80..
MONO.. W I Hvbx4
OPEN RISER PERMITTED -41N.
SPHERE WILL NOT PASS
THROUGH OR WHERE HEIGHT OP
STAIR 18 LEBGTHAN 30 INCHES
MAX. FOSE
T/.IN.
calanslan
10 IN.
MIN RUN•
GENSEMEL
VARIATION OP RISER HEIGHTS
ORTREAD DEPTHS SHALL
NOT EXCEED 111•
81.
FLOORS
R502.8.1 Sawn lumber. Notches in solid lumber joists, raf-
ters and beams shall not exceed one-sixth of the depth of the
member, shall not be longer than one-third of the depth of
the member and shall not be located in the middle one-third
of the span. Notches at the ends of the member shall not ex-
ceed one-fourth the depth of the member. The tension side
of members 4 inches (102 mm) or greater in nominal thick-
ness shall not be notched except at the ends of the members.
The diameter of holes bored or cut into members shall not
exceed one-third the depth of the member. Holes shall not be
closer than 2 inches (51 mm) to the top or bottom of the
member, or to any other hole located in the member. Where
the member is also notched, the hole shall not be closer than
2 inches (51 mrn) to the notch.
R502.8.2 Engineered wood products. Cuts, notches and
holes bored in trusses, laminated veneer lumber, glue -lami-
nated members or I -joists are not permitted unless the ef-
fects of such penetrations are specifically considered in the
design of the member.
R502.9 Fastening. Floor framing shall be nailed in accordance
with Table R602.3(1). Where posts and beam or girder construc-
tion is used to support floor framing, positive connections shall
be provided to ensure against uplift and lateral displacement.
R502.10 Framing of openings. Openings in floor framing
shall be framed with a header and trimmer joists. When the
header joist span does not exceed 4 feet (1219 mm), the header
joist may be a single member the same size as the floor joist.
Single trimmer joists may be used to carry a single header joist
that is located within 3 feet (914 mm) of the trimmer joist bear-
ing. When the header joist span exceeds 4 feet (1219 mm), the
trimmer joists and the header joist shall be doubled and of suffi-
cient cross section to support the floor joists framing into the
header. Approved hangers shall be used for the header joist to
trimmer joist connections when the header joist span exceeds 6
feet (1829 mm). Tail joists over 12 feet (3658 mm) long shall be
supported at the header by framing anchors or on ledger strips
not less than 2 inches by 2 inches (51 mm by 51 mm).
R502.11 Wood trusses.
R502.11.1 Design. Wood trusses shall be designed in accor-
dance with approved engineering practice. The design and
manufacture of metal plate connected wood trusses shall
comply with ANSI/TPI 1. The truss design drawings shall
be prepared by a registered professional where required by
the statutes of the jurisdiction in which the project is to be
constructed in accordance with Section R106.1.
R502.11.2 Bracing. Trusses shall be braced to prevent rota-
tion and provide lateral stability in accordance with the re-
quirements specified in the construction documents for the
building and on the individual truss design drawings. In the
absence of specific bracing requirements, trusses shall be
braced in accordance with the TPI, HIB.
R502.11.3 Alterations to trusses. Truss members and com-
ponents shall not be cut, notched, spliced or otherwise altered
in any way without the approval of a registered design profes-
sional. Alterations resulting in the addition of load (e.g.,
HVAC equipment, water heater, etc.), that exceed the design
load for the truss, shall not be permitted without verification
that the truss is capable of supporting the additional loading.
94
R502.11.4 Truss design drawings. Truss design drawings,
prepared in compliance with Section R502.11.1, shall be
provided to the building official and approved prior to instal-
lation. Truss design drawing shall be provided with the ship-
ment of trusses delivered to the job site. Truss design
drawings shall include, at a minimum, the information spec-
ified below:
1. Slope or depth, span, and spacing.
2. Location of all joints.
3. Required bearing widths.
4. Design loads as applicable.
4.1. Top chord live load (including snow loads).
4.2. Top chord dead load.
4.3. Bottom chord live load.
4.4. Bottom chord dead load.
4.5. Concentrated loads and their points of appli-
cation.
4.6. Controlling wind and earthquake loads.
5. Adjustments to lumber and joint connector design
values for conditions of use.
6. Each reaction force and direction.
7. Joint connector type and description (e.g., size,
thickness or gauge); and the dimensioned location
of each joint connector except where symmetrically
located relative to the joint interface.
8. Lumber size, species and grade for each member.
9. Connection requirements for:
9.1. Truss -to -truss girder.
9.2. Truss ply -to -ply.
9.3. Field splices.
10. Calculated deflection ratio and/or maximum de-
scription for live and total load.
11. Maximum axial compression forces in the truss
members to enable the building designer to design the
size, connections and anchorage of the permanent
continuous lateral bracing. Forces shall be shown on
the truss drawing or on supplemental documents.
12. Required permanent truss member bracing location.
R502.12 Draftstopping required. When there is usable space
both above and below the concealed space of a floor/ceiling as-
sembly, draftstops shall be installed so that the area of the con-
cealed space does not exceed 1,000 square feet (92.9 m2).
Draftstopping shall divide the concealed space into approxi-
mately equal areas. Where the assembly is enclosed by a floor
membrane above and a ceiling membrane below draftstopping
shall be provided in floor/ceiling assemblies under the follow-
ing circumstances:
1. Ceiling is suspended under the floor framing.
2. Floor framing is constructed of truss -type open -web or
perforated members.
R502.12.1 Materials. Draftstopping materials shall not be
less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -inch (9.5
mm) wood structural panels,3/8-inch (9.5 mm) Type 2 -M -W
2003 INTERNATIONAL RESIDENTIAL CODE®
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2� fit.
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h1! paS+i, bea4. NK9 toe f YtS50 4r -e„..4
F60.0/5 40 ipst aUcttor
DECKS: Ledger board requires %2" lag bolt @ 16" o.c. with
flashing behind. Guardrail 36 in. high required if floor more than
30 in. above grade. Picket spacing no more than 4 in. apart. Posts
require approved base and beam connectors. Min. 24 in. frost
protection to finish grade with min. 12 in. footing base.
N •
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JoestCo:rYrtcl�T'Oh-
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•r
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
issoof
REVIEWED FOR CO E COMPLIANCE
SPOKANE VALLEY SILDIN DIVISION
T� 3 2-110 7