2006, 07-21 Permit App: 06002521 Shop Additioncr�.�r Permit Center
SPakane
11707E
Salle � S te�l0V
Spokane r y, A j2 6
4200.01;
Y (509)688 90 . FAX: 50
Community Development okanevalle • iv c
PERMIT NUMBER:45-4i
PERMIT FEE:
�
Residential Constructi. e WILD Do°i�MM e onstruction accessory Bldg
5-Addition/Remodel o Deck
o Other:
Permit Application
SITE ADDRESS /) ,f'o l4 :80/4127 ( s aetc5
ASSESSORS PARCEL NO: 5'520 z r ao2LEGAL DESCRIPTION:
Building owner
n�7 //� [[,,
Name-cpohe.�te G7i Jp`Lt/ at-il
``
Name: j --# NM S'
City:4v%e%te Zip: �p2v6-
Address: // S ,ker
Lic Not5P94>>9 /XSP721`p. Date:
City: &'eeifG1Orr S
Zip:
Phone: Fax:
GARAGE SQ.
3 2
Contact Person.
Name: nazilce
Phone: %3 9-/8l7
.Contractor[[- _
n�7 //� [[,,
Name-cpohe.�te G7i Jp`Lt/ at-il
Address:Y///Qj E yyWzi`j
City:4v%e%te Zip: �p2v6-
Phone: r39j7g0 Fax: % C2
% -Y?
Lic Not5P94>>9 /XSP721`p. Date:
City Business Lic No:
De tribe the scope of work in detail: Cost of Project: $ //, 000stip £%4 oivrade_ 2k6' tuw4 t/ cadre neat
**************The following 1%TUST be complete: (write N/A if not applicable)**********************
HEIG T TOYEAK:
/
DIMENSIONS:
3x �r3 6"
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
eu FLOOR SQ. FTG:
�—
UNFIN BASEMENT a FIG__
/
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: ..--
GARAGE SQ.
3 2
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCT! N TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
setthC
The permitee verges, 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.
Signature ,1Thy{�
Date
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check 0 Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
6i -c 6
0 Other
Spokane
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane VatLey WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhatt@spokanevattey.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.
O 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.
O All braced wall panel 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
❑ 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.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
Project Number: 06002521 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 7/21/2006 Page 1 of 2
Project Information:
Permit Use: 32 X 13 1/2 ADDITION TO SHOP Contact: SPOKANE HOME SOLUTIONS
Address: 11106 E 44TH AVE
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 939-5180
Group Name:
Site Information: Project Name:
Plat Key: 000635 Name: DOAKS GREENACRES SUB
District: G
Parcel Number: 55202.0302 Block:
SiteAddress: 11 S BARKER RD
Location.: CSV
Zoning: UR -3.5
Water District:
Area: [,208.00 Acres
Urban Residential 3.5
Lot:
Owner: Name: ADKINS, KEITH
Address: 11 S BARKER RD
SPOKANE VALLEY, WA 99016
Hold: ❑
Width: 96 Depth: 196 Right Of Way (ft): 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released 13y:
Driveway/Approach
Originally Released: 7/21/2006 By: TMELBOU
Released By: '" • . _
Originally Released: 7/21/2006 By: amblake
Landuse/Zoning/HE Conditions
Released 13y:
Sewer Review
Originally Released: 6/29/2006 By: Cdesimas
Released 13y:
SEPTIC, see file
Operator: AMB
Originally Released: 7/21/2006 By: amblake
Printed By: AMB Print Date: 7/21/2006
Project Number: 06002521 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 7/21/2006 Page 2 of 2
Permits -
Building Permit
Contractor: SPOKANE HOME SOLUTIONS Firm: SPOKANE HOME SOLUTIONS
Address: 5312 N FAIRMONT PL Phone: (509) 326-3853
SPOKANE, WA 99205
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GAR WOOD U-1 VB shop addition 0 $11,000.00 0 $11,000.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 0 $11,000.00 0 $11,000.00
Units Unit Desc Fee Amount
1 SELECT $195.25
1 SELECT $48.81
1 SELECT $4.50
Permit Total Fees: $248.56
Notes•
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined
approach width not to exceed 50% of total frontage.
Pa'tnent Stnntnarp• , .. ..
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owin2
Building Permit $248.56 $248.56 $0.00 $248.56
$248.56 $248.56 $0.00 $248.56
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: AMB Printed By: AMB Print Date: 7/21/2006
07/21/2006 13:04 5093241567
JVL C1 ebbb 1b:ni -I
Project Minh ea: 06002521 Inv: 1
SRHD EHS PAGE 01/01
TO 3241567 P.01103
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect jzurarmaK1on_
Permit Usa32 X 13 1/2 ADDITION TO SHOP Contact: SPOKANE HOME SOLUTIONS
Address: 11106E 44TH AVE
C - S - 2: SPOKANE VALLEY, WA 99206
Setbacis: Front Left: Right: Rear. Phone: (509) 939-5180
Group Name:
Project Name:Sltelnfa�.ay(q� �
Date: 06/28/2006 Page 1 o(2
Plat K:t y: 000635 Name: DOAKS GREENACRES SUB
Parrel Number: 55202.0302 Block: Lot:
i. teAddress: 115 BARKER RD ' Owner: Name: ADKWS, KEITH
Address: 11 S BARKER RD
Location:: CSV SPOKANE VALLEY, WA 99016
Zoning: UR -3.5 Urban Residential 3.5
Water Dinette:
District:: G
Hold: ❑
Aroa�,208.00 Acres Width: 96 Depth: 196 Right Of Way (ft): 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
$view 1nj•ormativn:
g'Y
Buil ling Plan Review
Drivrvay/Approach
Lent It se/Zoning/HE Conditions
r�.
.. ' %S�'s'i •' e
• r.d ct tit,ry}yfi ,o n1 ? .>,yam r' ';.
Permits: ,.
Operata.: AMB Printed By: AMB Print Date: 06/28/2006
JUL 21 2006 14:24
5093241567 PAGE.01
Project Number: 06002521 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 06/28/2006 Page 1 of 2
Project Information:
Permit Use: 32 X 13 1/2 ADDITION TO SHOP Contact: SPOKANE HOME SOLUTIONS
Address: 11106 E 44TH AVE
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 939-5180
Group Name:
Site Information: Project Name:
Plat Key: 000635 Name: DOAKS GREENACRES SUB District: G
Parcel Number: 55202.0302 Block:
Lot:
SiteAddress: 11 S BARKER RD Owner: Name: ADKINS, KEITH
Address: 11 S BARKER RD
SPOKANE VALLEY, WA 99016
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Areaa,208.00 Acres
Hold: ❑
Width: 96 Depth: 196 Right Of Way (ft): 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released By:
Driveway/Approach
Released By:
Landuse/Zoning/HE Conditions
Released By: _G0"±- c(f ` y/'(
Sewer Review
cav all 11
Released By:
Permits -
Operator: AMB Printed By: AMB Print Date: 06/28/2006
-T-rk SSitS
Ly."Oe,
j2J
30# felt for ice
dam protection
-ro 't k I)&ra c
kAi4L'
8v ' M.I3 t ‘ 8 GAP
C u•mes BE WEEN SHEATHING
n" 1{ rlW s
,14A
7/
1
4
I2., 41w°°° s��
�^' I' pay
Re,b"`
Anchor Bolts- Minimum 1/4" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
it SaLA&/
ASAP c aii4eY/
AC
91
/5g -
f/da 000.10 kb( c
tAY 4Q4
w,, G`u►#. b s,z y ,lcb000"d(eAta is)
-
oryi-
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
"t(0,1
S1/ dt// 2xreyr
/0',ted/(
imo
0
•
•
.o R. BONNETT ENGINEERING
Structural Design Calculations
of
CIVIL & STRUCTURAL ENGINEERING/CONSULTING
803 E. 3R1) Avenue
SPOKANE, WA 99202
PHONE (509) 534-3929
FAX (509) 534-4014
STUD FRAMING ANALYSIS FOR
BUILDING ADDITION
11 S. Barker Road
Spokane Valley, WA
for
Spokane Home Solutions
1106 E. 44th
Spokane Valley, WA 99206
July, 2006
JRBE Job No. 06.137.20
MAG
7//1/a
EXPIRES 10/03/06 J
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929
FAX: (509) 5344014
JOB 0(0 — ! 37, la
SHEET NO I OF
CALCULATED BY 4446 DATE 7A6
CHECKED BY DATE
SCALE
SCOPE OF WORK
Structural design of 12'-0" 2x6 stud framing walls only. No lateral analysis for structure is included within
the scope of the project. All methods of analysis are in accordance with the 2003 IBC standards.
Attachment to the wood framing above or to the foundation below is not within the scope of this project.
The following design assumptions are to be verified prior to construction. ,
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929
FAX: (509) 534-4014
JOB
SHEET NO. Z OF
CALCULATED BY DATE
CHECI® BY DATE
SCALE
123 41.72l254 2 2 7 2 1 2 2• S 5 7 5 1 2 3 a 5 1 7 5 1 2 2. 5 2 1 2 1 2 3 .• 5 5 5 1 1 2 2 4 2 6 7 2 1 2 3
_• 3 7 i
...7«...:..QESICN...R�O ! Lt • 7AL3S..:.... _ ...;.:.i..•1.. ` { ;...i..
i ; y
•,
..T _a..._ . _. a.- rf.:.:i• J11 I s.... �. _:_....__.. ; ._.; -»t...- i j f.... , .... 1-...F..
+ ;
.. .-_._.,.._._..j..._:-_r._'._.,._.4*_.:-.i-... F _ F --t--1-7--r-f.-i-1---1-1-1-1--
i
E L ..
, _ r + Wood trusses_._t—. .. ;.._:_ 3.0. -r :._.,_.. !�.. i_ _ «�.
r i € _x'P.urrrrs 1B 'O:C.
F
IC
Insulation'---->._. ! r....,....
tal.:.._:.....:._;
;.....;_.. ;i ...... .:_.- •k
3.513. 1:14.••!....
s ';
. E , � ! ;Roof h athing.. ! F « , i•
. MIS et.ig Fi.sr i
WI
. i
M --t.,-,....;....i..., _,.....To_
._.�.:•�
,..........
i
,
O:a fw..
, �...._-._.._._., t•...i...i. , ; 1' i `•.....�:' «_'i.._.� i.._ ^..f,- a._.i i .tV »..i.
...._ .,-... i.__ r._.1.... !_...; _.1...... .. a..... ,.,.. I.. :.... i....j...._. ��..1.._I_ ._Y -..i ...E...- .-- ...I __...I .1.45;0-0#_
.l i .._p....: -_.,-_I.- i.-t.._p..._;•-..;._ _.i.... __.
? 1' . ,
. �_-R00 7`otill Loads 1 -
., ....a--p.....•.._..,.....t _. n"" , Y a_..y.._ i ---i. _-!_...L._..i __.j. __�-._;__ _..i � i.. • ...3 •_...� ....i._ -i.,.1.... .
•
r
1 + i....i.. ...i E
_..1 E
1 :• ` k , i
. : i
7-1.---1-1-1-1•-r--1-1. : -1 i j ; 1 #_.. - �- ' ' '' i,_,..', ..i.:. ; , - ' i....l.•...1_ .;
•
t : }._ talou+iab1e soihbearul ressure'(w/o nerease5 `--200(p f= •-•r•:. , --?-- g'• -'r
! 5 ' .. i 1 1 , . .•;�.-... i ! ..i ... c... I {...• .i ..150 OCf..,:. , • ,
r ....1 �o,cretelweigh «.,t..._ - ,....;....;._{.. ;_..._.�
Soli •friction lsing�e {,...
1 -• ' - 1 it".`t....T.._: _• 1 1 + t E C" - ""i .'{_W; 3 •-i_- • .'
r,
,
...;... . 5. , .._ -
i
I
R�C�FI.CA 'l{111:.i....E....._..._,._,:�_t....j._
1i1 � r
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2
2
a
2
5
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a
2
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929
FAX: (509) 534-4014
JOB 06-137.zo
SHEET NO 3 OF
CALCULATED BY MRSDATE 7/06
CHECKED BY DATE
SCALE
U%INO Loer'''.I (My 24(4 vv ws @ z#" o.c)
roar' = /6. Z 13F C P6c Metz 1609.6. a . i (2-) .
4c 2403 r8c-, )
SIurr @ 2b" QC.
ta7= 32¢u ppF
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929
FAX: (509) 534-4014
3 4
JOB 06 - 137, Zo
SHEET NO I OF
CALCULATED BY Mab DATE 7/Db
CHECKED BY DATE
SCALE
751234 5 5, E 2- 4 5 4 7 3•2. 4 5 4 7 5 1 5 3
EXTERIOR BEARING WALL STUDS- 2 X 6 @ 24" O.C.
STUD DESIGN: Combined Axial & Flexural (Uniaxial)
Basic Load Combinations (1605.3.1- 2003 IBC):
Flexural:
Span =
b=,
•
S
fb=M/S :,
Cr=
Cr =.
Fb=
z.- Fb=CD(1.00)x
. F'b = Co(1.00)x
F'b = CD(1.33) x
F',, = CD(1.60) x
:U=fb/Fb=
STUD IS O.K.
Axial:
PD=,
PLL= .
Pa= •
b=
Fc=
•
:.;.
CF .
CN = •
Cr x CF X'Fb=
Crx CFxFb=
Cr x CF x'Fp =
C,XCFx:Fb=
fc = PIA • • •
. F c = Fe*CD(1.00)'CN Cl'CF
F•c =, Fc.CD(1.15)'Cu`C3'CF =..
F c = Fe CD(1.33)`CN CI`CF = .
F c = Fc`CD(1.60)'CM'Ct* CF
Fr _ [(K4)(E)YO✓d)2
• (F4JF J',-. .
• (Fc✓F c) _
(Fcc/F J =.
12.00 •ft
32.40 .ppf
0.58 kip -ft
1.50 •in'
5.50'ty
7.56 'inA3
925.41, psi
1.15 (Table 2306.2.1 -Stud walls only) :
• 1.50 .
900.00; psi - (DE #2-2001 NDS)'
1,552.50'pSi (CD=1.0) ,
1,785.38 psi (CD=1.15) .•
2,064.83 psi (CD=1.33)
2,484.00 psi (Cp=1.6)
, 0.60::;,
(85 mph, Exp. B) '
Simple Span Deflection ,
Du= 0.32 in
#240=
0.60 in
DEFLECTION OK
270.0', # , (per tributary width)
0.0 #.(per tributarywidth),
540.0:# :(per tributary, widtti)
.12.0 ft -
1.50 in
5.50 in -
8.25 in'
625; psi
4600 . ksi - (D(#2 - 2001 NDS)
1.15
(DF#2"-2001 NDS) '
1.0 '
0.30'
0.80 •
• 1.00
26.18. .. OK
98.18 psi OK:
718.75 psi (CD=1.00)
8265625 psi (Cp=1.15)
955.9375 psi (CD=1.33)
1150 psi (CD=1.60)
700 2' psi
0.974, .(CD=1.00) :
0.847 (CD=1.15) . -
0.733' (CD=1.33)'
0.609 (CD=1 60)
J. R. BONNETT ENGINEERING
803 East 3rd Avenue
SPOKANE, WA 99202
TEL: (509) 534-3929,
FAX: (509)'534-4014
4
JOB (s-)37, 2.0
SHEET NO OF
CALCULATED By /H46 DATE 7/Dh
CHECKED BY DATE
SAIF
2 3 4 5 6] 6
2 3 4 1 6]- 2 3 5 6
6 1 i 3
EXTERIOR BEARING WALL STUDS= 2 X 6 @ 24" O.C.
a,_[1+(F<1FJ]/2c
91 = [1 + (F6,/F ,)]/2c =
G1 = (1 t (Fe,/r,))/2c
s :.
42= (F.JFJ1/c=
Q2=(Fm/F01/c=
Q2 = (FF6/F JYc =.
Q2 = (FJ/FJYc =
=4r s91f[Q1 -qzl=q.
z
z .
'DF=Qr s9h[91 -9zIF
Cn=a1; sga[Q12-421=
-4.23-: (CD=1:00) -
1.15; (CD=1;15) ;
1.08 (CD=133)
101 (CD=1,60)
1.216 (CD=1;00)
1.059 - (CD=1:15)
' 0.916 (CD=1.33)
0.761. (CD=1,60)
• 0 682 (CD=1.00)
0.631 (CD=1:15)
' 0.576 (CD=1.33)
0.506 (CD=1.60) .
='F, Cb(1.00)`Cw C, CF Cp= - 490.1 psi (CD=1.00)
Pc = F3`CD(1.00)*CN C;* CF`CF = : 521.7 psi (C9=1;15)
F'c = Fc`CD(1.00)`CM`Ct* CF`CF = 550.6 psi (CD=1,33)
:F'c = F3 CD(1.00)`CMC6 C `C = 581.4 psi (CD=1.60)
..P.��'pgOr) . y�6 Y-iA
A.. 1 .II...X4.04kips .
Combined Axial '& Flexural:
Case I:DL + LL:I
P=;
U=fc/F, =
270.0#
32.73 psi
0.07
CaseIII: DL+LL+0.75[SL+Wind]:-
!Case II: DL+LL+SL:
"
U =f,/FG,
Case IV:' 0.6DL + Wind:
Cm=(1-fc/Fes)= 0:883 " ' Cm=(1-fdFE)=
fc ., 81.8,2 psi fc - , . ..
;.fe-. ..... .:
... ' ; U =(f./F'J2 + (1/Cm)',
i,, fb/Fb =: 0.40 - ' , ""-U =(f!F'c)2 + (VCm)` ib/Fb =:
"(,� T3ar1CI I[)E3 1:3114;
: IT .._ i:,.p 11(')I.'F'l.4c4i [:11,(' •
810.0 #; -"
98.18 psi
162.0 #
0.972 "
19.64 psi
.925.411 psi.:-
oA6;--
5