2008, 08-19 Permit App: 08003209 GarageProject Number: 08003209 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 8/19/2008 Page 1 of 2
Project Information:
Permit Use: NEW 24 X 24 DETACHED GARAGE Contact: TAMARACK RIDGE CONSTRUCTION
Address: 3622 S SUNDERLAND
C - S - Z: SPOKANE VALLEY WA 99206
Setbacks: Front Phone: (509) 995-0753
Group Name:
Project Name:
Plat Key: 001839 Name: OPPORTUNITY TR # 01-354 District: Sout
Site Information:
Left: Right: Rear:
Parcel Number: 45212.0925 Block:
SiteAddress: 506 S BOWDISH RD
Location:: CSV
Zoning: MF -1 MF MDR District
Water District: 011 MODERN
Lot:
Owner: Name: HAWLEY, BETTY
Address: 506 S BOWDISH RD
SPOKANE VALLEY, WA 99206
Hold: ❑
Area: .30 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released By:
Originally Released:
Landuse/Zoning/HE Conditions
8/18/2008 By: tmelbourn
Released By:
Originally Released: 8/18/2008 By: mpalaniuk
Permits: <,,,.. :>1--•,-, 2,4 < . ,,,, :w.4 KK.9, r -
Operator: jmm Printed By: jmm Print Date: 8/19/2008
Project Number: 08003209 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 8/19/2008 Page 2 of 2
Building Permit
Contractor: TAMARACK RIDGE Firm: TAMARACK RIDGE CONSTRUCT
Address: 3622 S SUNDERLAND Phone: (509) 995-0753
SPOKANE VALLEY WA 99206
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation S F Valuation
GARAGE U-1 VB 576 $10,944.00 576 $10,944.00
Totals: 576 $10,944.00 576 $10,944.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $195.25
ACCESSORY PLANS REVIEW 1 SELECT $48.81
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees:
Notes: r2r W -S‘ inPLIVAVVIA=Airakirr
Payment Summary: ,"41M1,10
Permit Type
Building Permit
011=111111MINAWW: '.%,'&:!Z.r Write7CIP'
$248.56
Fee Amount Invoice Amount Amount Paid Amount Owing
$248.56 $248.56
$0.00 $248.56
$248.56 $248.56 $0.00 $248.56
t, '+ • •
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: 8/19/2008
CITY OF SPOKANE VALLEY
Community Development Department
CIT,"
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
PermitcenterCaspokanevalley.org
PERMIT NUMBER:
PERMIT FEE:
(Staff Use Only
2U06
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
NEW CONSTRUCTION
13 DECK E3 OTHER
Eli ADDITION/REMODEL ACCESSORY BUILDING
SITE ADDRESS:506 S. BOWDISH
ASSESSORS PARCEL NO.:
LEGAL DESCRIPTION:
BUILDING OWNER NAME:BETTY J. HAWLEY
NAME:BETTY J. HAWLEY
ADDRESS:506 S. BOWDISH
Crnf:SPOKANE VALLE
PHONE:509-209-0489 FAX CEU.:
CONTACT NAmE:JON HAWLEY
STATE:WA Zip:99206
PHONE:509-995-0753
Fax: CELL.:
CONTRACTOR NAME:TAMARACK RIDGE CONSTRUCTION
MAILING ADDRESS:3622 S. SUNDERLAND
Crry:SPOKANE VALLE STATE:WA ZIP:99206
PHONE:5099950753 FAX: CELL:
CONTRACTOR LICENSE No.:TAMARRC921MU EXPIRES:7/31/2010 CITY BUSINESS
LICENSE NO.: .)C1..1.3 41 3,
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE:
NEW 24X24DETACHED GARAGE
PROPOSED USE:
HOMEOWNER
Effective October 28, 2007 Page 1 of 2
C: \Documents and SettingsVon Hawley\My Documents\Tamarack Ridge\Projects\HAWLEY GARAGE\VALLEY Residential
Construction Permit App.l.doc
****YOU MUST COMPLETE THE FOLLOWING****
Height to Peak:13
Dimensions:24X24
No. of Stories:1
Total Habitable
Space:0
Main Floor SQ FT:576
Upper Floor SQ
FT:N/A
Unfinished Basement
SQ FT:N./A
Finished Basement
SQ FT:N/A
Garage SQ FT ,
Deck/Covered Patio
SQ FT:N/A
Impervious Surface
Area:N/A
30% Slopes on
Property:0
No. of Bedrooms:0
Construction
Type:NEW
Heat Source:N/A
Sewer or Septic:N/A
TOTAL COST OF PROJECT: $6,912.00
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) AH 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 • wired to • ' ubmitted and subsequently approved before this application can be processed.
4014
"Pr
Method of paymen': 0 C h
Signature
Bankcard #:
0 Check
Date: / q( -)y)
0 Visa 0 Mastercard
EXP: VIN#:
Authorized Signature:
Effective October 28, 2007 Page 2 of 2
C:\Documents and Settings\Jon Hawley\My Documents\Tamarack Ridge\Projects\HAWLEY GARAGE\VALLEY Residential
Construction Permit App.1.doc
.00
200'
78'
1
go/
Lks-ur•xcl Ciprp_Acg 'TC) "kPokle-,D
PLANNING DEPT. APPROVED
BY. TAti
DATE IM/zoo'b7
24' X 24' GARAGE
15'X16' CONC,
SLAB
ASPHALT PAVING
L6'10"
(f)
Eo
es,
12'
EXIST. HOME
Loi IIP(03
Li
SITE PLAN
OWNER: BETTY H. I ADDRESS: 506 S. BOWDISH
DATE: 8/17/2008 I BY: JDH I TAMARACK RIDGE CONSTRUCTION
24 X 24 DETACHED GARAGE
A1.0
rrumm.— 96 in.
R602.10.5 Continuous Wood Structural Panel Sheathing
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
R602.10.6.2 Alternate Brace Wall Panel min.16in.-24in.
IBC 2305 Engineered Shear Wall Bracing
L FOOTINGS MUST BE CONTINUOUS
2' X 3' VINYL WINDOW
410
PLAN VIEW
NTS
1 /8" GAP
BE WEEN SHEATHING
30 YR ARCHITECTURAL
SHINGLES
WALL TYPE
- STRUCTURAL T111
SIDING/ SHEETING
- 2X4 STUDS @ 16" OC
N T,
t5/32_ s ocri4 t P.) G.
5 f E -L.7
TRUSSES AT 20" OC BY OTHERS
-1-1 ES
TREATED PLATE W/ 1t2 X 10"
A. BOLTS @ 6OC W/ NON 7" EMBED.
MAX 12" FROM CORNERS
1'
12
‚4
EAST ELEVATION
SOUTH ELEVATION
FLOOR PLAN
OWNER: BETTY H.
1
DRESS: 506 S. BOWDISH
DATE: 8/17
1
BY: JDH
1
T
CK RIDGE CONSTRUCTION
24 X 24 DETACHED GARAGE
A1.1
Job
081631
Tams
A
Truss Typey
COMMON
11
PM
1
NO NAME
Job Reference (tMuene9
PRO-BULD, SPOKANE,WA., TONY CARON 7.050 s May 22 2008 IiMTek khduebtss, Inc Fri Aug 151003417 2008 Papa
144 4444 1244i 1744 244.0 24401
11
144 1.444 442 4.74
•
1-4-14 144
Soule =1:41.,
4x0 =
4
4J10 r12 �S
27.4 s• 2s4ii
3 4
•
,p 2 4
4
1--t.1 S! hricoi
omo
= 5 5 10 4x4=
454 = 23111= 4r4 =
544 154+12 2.444
11a4 744
LOADftJG(pst)
TCU. 30.0
SPACING 2-0-0
CSI
DEFL h () Udell Lid
PLATES GRIP
(Roof Snow=90.0)
PlebsIncrease 1.15
TC 0.43
Vert(LL) -0.15 8 >999 240
MT20 185/148
TCDL 7.0
Lumber Increase 1.15
BC 0.53
Vert(TL) -0.35 2-8 >813 180
BCU. 0.0 •
Rap Stress Ira YES
WB 0.34
Horz(TL) 0.09 6 MI nla
BCDL 10.0
Code IRC2008/fPI2002
(Matrix)
Weight 82 b
LUMBER
TOP CHORD 2 X 4 HF 1800F 1.8E
BOT CHORD 2 X 4 HF 1800F 1.8E
WEBS 2 X 4 DF Stud/S1d
BRACING
TOP CHORD
SLrucbral wood sheathing directly rippled or 4-1-2 oc porins.
BOT CHORD
Rigid ceirg directly appied or 10-0-0 oc bracing.
REACTIONS Ob/size)
2 = 1197/0-5-8
8 = 1197/0-5-8
Maas Harz
2 = 39(LC 7)
Max Uplift
2 = -27(LC 5)
8 = -vox 6)
FORCES (b) - Mohnen Tension
TOP CHORD
1.2 = 0/40 2-3 = 2606/3 3-4 = -227810
4-5 = 2278/0 5-6 _ -280813 6-7 = 0/40
BOT CHORD
2-0 = 0/2397 8-9 = 011640 9-10 = 011840
6-10 = 012397
WEBS
3-8 = -548/93 4-8 = 0/776 4-10 = 0/778
5-10 = -548/93
NOTES
1) Wind: ASCE 7-05; 90mph; TCDL=42pet; BCDL=e.0pet; h=25fk Cat II; Exp B;
enclosed; MWFRS (low-rise); cantllever left and right exposed ; Lumber DOL=1.33
plate grip DOL=1.33
2) TCW ASCE 7-05; Pf=30.0 psf (Slat roof snow); Category 11; Ext) 8; ParBaly Exp.;
CI= 1
3) Unbalanced mow bads have bean considered fir this design.
4) This toms has been designed for greater of mil roof lave load of 18.0 pef or 2.00
times flat roof bad of 30.0 par on overhangs non-co nanont with other In bads.
5) This toms has been designed for a 10.0 pef bottom chord Iva load nonoorxurtent
with any other We loads.
6) • This trams has been designed for a live bad of 20.Opsf on the bottom chord In al
areas when a rectangle 3-6-0 tat by 2-0-0 wide wi frt between the bohorn chord and
any other members.
7) Provide mechanical cornectlon (by others) of trams to baring plate capable of
withstanding 27 b uplift at joint 2 and 27 b uplift at Joint 8.
8) This tams Is designed in accordance wtfh the 2006 International Residential Code
sectors R502.11.1 and R802.102 and referenced standard ANSI/TPI 1,
LOAD CASE(S)
Standard
Job
081631
Truss
ADG
Truss Type
GABLE
Qty
2
Py
1
NO NAME
Job Reference (o9Sone0
PRO -BUILD, SPOKANE,WA., TONY CARON 7.050 s May 22 2008 MITsk Industries, Inc. Fri Aug 1510:03:08 2008 Page
1.1-04 I 5.4.14 1240 17-74 24-04 , 25401
I I
141 1.4-14 5.7,2 544 4.414 144
Scent =1:41J
4e =
5
4.00 1z
a
aha ;
e
are ;
x
5
7
�/3
STtsr
s
,�
>;
�
�
1� $ 1
4x72 =
10 11 12 4x12
4x4 = 5.113-= 4x4 =
24.5
I- 540- 154-12 0
(
54.4 744 54.4
Piste Offiete (X,Y): [20-q-12,0-2-0), [5:0.2-0,0-0-4], [8:04-12,0 2-01, [11:0-3-0.0-3-0]
LOADING (pal)
TCLL 30.0(Ix)
(Roof Srhorh=C10.0)
SPACING 2-0-0
Plats Insaee 1.15
a
CSI
TC 0.85
DEFL in Udell Ltd
Vert(LL) -0.21 10 >999 240
PLATES GRIP
MT20 185/148
TCDL 7.0
Lumber Imams 1.15
BC 0.81
Vert(TL) -0.45 2-10 X632 180
BCU. 0.0
Rep Stress Ina YES
WB 0.42
Horz(TL) 0.10 8 N5 01a
BCDL 10.0
Coda IRC2008/TPI2002
(Matrix)
Weight 108 Ib
LUMBER
TOP CHORD 2 X 4 HF 1800E 1.8E 10) This truss is designed In accordance with the 2008 International Residential Code
BOT CHORD 2 X 4 HF 1800E 1.8E sections R502.11.1 end R002.10.2 and referenced standard ANSVTPI 1.
WEBS 2 X 4 DF Stud/Std
OTHERS 2 X 4 DF Stud/Std
BRACING
TOPO LOAD CASE(S)
TOP CHORD
Strudusl wood sheathing directly applied or 2-2-0 oc purlins. Standard
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
2 = 1197/0.5-8
8 = 1197/0.55-8
Max Harz2 37(LC T)
Max UpIft
2 = -27(LC 5)
8 = -27(LC 8)
FORCES (lb) - Maximum Tension
TOP CHORD -29513/0
�+
4-5 _ -225568101; 1 = -2958/0
7-8 _ -3005/0 1'40
BOT CHORD
2-10 = 0/2834 10-11 = 0/1788 11-12 = 0/1788
8.12 = 0/2834
WEBS
4-10 = r431 i,, i. iFE) efiliEl a,.. -45F12 = 0/949
8-121 = 7 ill
io
1) Truss designed for wind loads In the plena of the truss only. For studs exposed to
wind (normal to the Lacs), see MITsk *Standard Gable End Deur'
2) TCLL: ASCE 7-05; Pf=30.0 pet (bat roof snow); Category 9; Exp B; Partialy Exp.;
Ct=1
3) Unbalanced snow bads have been considered for this design.
4) This truss has been designed for greater of min tool Ive bed of 18.0 psf or 2.00
tines flet roof bad of 30.0 psf on overhangs rcn.conarrsnt with other Pre keds.
5) This !Huss has been designed for a 10.0 psf bottom chord Ave bed nonconcwrent
with any other ire bads
8) Al plates are 2x4 MT20 unless otherwise indicated.
7) Gable shale spaced at 2.0-0 oc.
8) • This truss has been designed for a lye bad of 20.0psf on the botbrn chord In all
arms whets a rectangle 3-0-0 tai by 2-0-0 wide will at between the bottom chord and
any ober members.
9) Provide mechanical correction (by others) of truss b bearing plate capable of
withstanding 27 b uplift st joint 2 and 27 6 uplift at joint 8.
Driveway Approach Deviations, relocations or alter-
ations to existing or designated driveway approaches in
subdivisions will require a right of way permit address-
ing storm water engineered configuration and sizing.
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
HOOF TRUSSES, BEAMS AND
[_( OR SYSTEMS PRIOR TO FRAMING
!iv ECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
•001aly
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEYJ8UIL4ING DIVISION
M