2006, 02-10 Permit App: 06000380 Pole BldgProject Number: 06000380 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 02/10/2006 Page 1 of 2
Project Information:
,,QUIOIROMITAMOVMVOKM
Permit Use: 30 X 36 DETACHED POLE BUILDING Contact: QUALITY STEEL BLDGS
Address: 7810 N MARKET ST
C - S - Z: SPOKANE, WA. 99217
Phone: (509) 468-1606
Group Name:
Site Information: Project Name:
Plat Key: Name: Range
-4,MEMONOMMIMPArMae.OVIRMANNUMMIREICISSMIAM
Setbacks: Front 90 Left: 28 Right: 5 Rear: 10
District: Nort
Parcel Number: 35131.0402
SiteAddress: 1422 N LILY RD
Location:: CSV
Zoning: UR -3.5
Water District:
Block:
Urban Residential 3.5
Area: .00 Acres
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Lot:
Owner: Name: SCOTT, GARY L
Address: 1422 N LILY RD
SPOKANE VALLEY, WA 99212
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Released By:
N/A -ENGINEERED PLANS
Septic Sys Review
Originally Released: 02/10/2006 By: cjjanssen
Landuse/Zoning/HE Conditions
Released By:
Released By:
Permits:
Originally Released: 02/10/2006 By: cjjanssen
Operator: CJJ Printed By: CJJ Print Date: 02/10/2006
E2/21, 22DE OS:42 5 a 2 56
F=E 10 2006 14:48 FR
Project Nu:n:er: 06000380 Inv: ,l
� r-1 7_7=
TO 3241567
Application
'i'BIS IS NOT A 1'EI:NICT
Penalties will he :issessecl for commencing work Without a permit
r.CJL/Gl.�
Date: 0211012006 l'=O: 1 of
.,.,,�.«— 4.-444...,... .,
1'1'Ctft.'Cl ,(11 6 )Pllt ilUi) Trz.rr.�.'.:•4.�+r�"""4 w. Contact: QUALITY STEM- 1S>,()GS
Permit t'sc: 30 X 3C. DiTACI"11TD POLE IlU1LUII7G Address: 7810 1' MARKET ST
C - S - Z: SPOKANE, 'WA. 99217
Right: �, Rear: 10 P110 -flu: (.!;09)968-I606
$ctbacks�, Front 90 Len: 28 I
Group N2nte:
Project Name,:
,Site [ti/ t;'il,7rion: L 1
Plat K .' Narno: Itang4
_ _ _... _ 4444_ .
Parc:1 i\Urnl,c:r: 33131.0.102 Block: Lot:
Sit ddrets: 1422 N LILY ft►► Owner::s'2rne: scorn', L:AkY L
Acklrc13: 1.122 N LILY It11
SPOKANE \C\LLLV, \VA 99212
C714111.4+0. �+�+�•i.rr I Ltl 1(a: Nor!
Loc:idon:: CSV
Zoning: Ult-3-S
Wat,r District:
Area: .00 A c r r1s Width: 0
Nbr of Bldgs: 0 Nbr of Dwcllins: 0
:Urban 1lushlenlial 3.S
,1��1' It' Ii7 t) ruili riOn
Ilold: ❑
Depth: 0 Right Of Way (ft): 0
c
Buil I Ulan Review•
rrlj,'.51�-+.- �'i�n���,f t,li �iv.�•;„ �r�,i:
Project Number: 06000380
Inv: 1
Application
TIIIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 02/10/2006
Contractor:
Address:
QUALITY STEEL BUILDINGS INC
7810 N MARKET ST
SPOKANE, WA 99207
Description
GARAGE
Grp Type Notes
U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
Notes:
Payment Summary:
Permit Type
Building Permit
Page 2 of 2
Building Permit
Firm: QUALITY STEEL BUILDINGS INC
Phone: (509) 468-1606
This Application:
Su Ft Valuation
1,080 $23,760.00
Totals: 1,080 $23,760.00
Units
1
1
Unit Desc
SELECT
SELECT
Permit Total Fees:
VMMEASWEVMMESISME=WIMVEM
Fee Amount
$381.75
Invoice Amount
$381.75
Total Project:
Su Ft Valuation
1,080 $23,760.00
1,080 $23,760.00
Fee Amount
$377.25
$4.50
Amount Paid
$0.00
$381.75
Amount Owing
$381.75
$381.75 $381.75
$0.00
$381.75
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: CJJ Printed By: CJJ
Print Date: 02/10/2006
02/09/2006 TH( 1 :16
POKANIL COUNTY.
Division of Sani+a=,ion
1 127 W. Mallon AvonUi
SpeAcnu 11, Wcshington
3
4-4
5UG8
DATE,
APP1-KATION FOR PERtv11T TO INSTALL OR RECONSTRUCT SEWAGE DISPOSAL 'AC IES
� 1�" A0colA:LL.�-LA.—til ' ./3-•---t ' ci.. ''done do
J
.y
C
�� fin. � -s
o
Adm: as; of Proposed ).;tr.. f J LSi..z_Y_.....? :v.
Ott el
Tyr, of 1,7ed .
Number of Ee ' 01n4 .} Pulldiu; Caractt}
Calms rnU1C1 t,y
Are rarcnir graded :n 7.
FIow much exeevr.tion or 511. proposed'
1 Prcrert7 below gr aJe of streets or alley.,'
Is basement fort ns planned' —2 1.-0
\\T ter SLtPPIr....
Septic tack rapeclt?
(1
Lai+;_h o_' dtarnenl t; elJ... _�.�
(City. Spring).
17ale. Style of tank
(1) Ltirn. 1n PL0•,;.nrtY sr . to r.oAl'..
(2) SLO'x' rel::.tt'•e locaCiu_ e(: Prope ed house, septic ttz'',(1,
disposal neld, wall, e»re, , and o:eor out buildings, 1
of ar uoa:•y otoPC or o1.'3W�oY area or a"`i1
to 7 ;.l�k? nou >� �,
other impur:act. topographic dot?'as. �t .
fntn when test bull will be ready for
. .
Dst0 +,natkllatlon ^:11. be ready for aua1 Inspection (thnt Is' i
Inspection
before hackfililncl 1 '
i
'
i
31
::;ANITARIA`I'S REPORT SAND fiGCONitAENDATIONS,
Toro ^Y
vrcuc_
Sol. Cor_d:t fir
Sl,Qc1:11 ..................................................
Fina Inspection Da:e.. ....�.�../. �I...../`�'
Remarks:
U1
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rr<
,7,:a.to of I>`._pecflo-
Pen:o13t1p 'et,ti:
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l _ 4•
?'k;RM1T - - 13,J
RECOMMENDED
Eatitr,rtar.
An equal Oppor(vnily ErGloyor
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Quality
STEEL BUILDINGS, INC.
N. 7810 Market Center Suite
Spokane, Wa. 99207
LIC# QUALISBO81C7
SITE PLAN
SHOW
NORTH
(509) 468-1606 office
(509) 468-3720 fax
a �
`31fig •
{
10' FROM SEPTIC/DRAINFIELD
SHOW STREETS/ALLEYS
SHOW SEPTIC/SEWER/DRAINFIELD
SHOW EXISTING BUILDINGS
SHOW SETBACKS-FRONT,REAR,SIDE
SHOW LOT SIZE
SIDE YARD & REAR YARD SET BACKS.
5' TO PROPERTY LINE UP TO 15' PEAK HIGH FOR
EVERY FOOT OVER 15' ADD 1' TO SET BACK.
JOB NAME
PHONE #
ADDRESS
0 i
.c( e k1U i (
PARCEL #
Si31, C
C a -
Spokane
VaikT
• BUILDING PERMIT APPLICATION WORKSHEET
City of Spokane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
Phone: (509) 688-0036; Fax: (509) 688-0037
Street Address: 1422 N. Lily
Assessor's Tax Parcel Number(s): 35131.0402
Legal Description:
PERMIT DESCRIPTION: 30x36x14 to replace fire damaged blgd
x Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other
Owner: Gary Scott
Phone: 290-3200 Fax:
Address: 1422 N. Lily
City: Spokane Valley State: WA Zip: 99212
❑ Contractor: Quality Steel Buildings, Inc.
Phone: 509-468-1606 Fax: 468-3720
Address: n. 7810 market st
City: spokane State: wa Zip: 99217
WA State Contractor License #: qualisb081 c7
❑ Applicant:
Phone: Fax:
Address:
City: State: Zip:
Architect: Wambeke Engineering
Phone: 443-6186 Fax:
Address: 2913 E. 61 st Court
City: Spokane State: wa Zip: 99211
Contact: Muriel Brown
HEIGHT TO PEAK: 19
DIMENSIONS: 30x36
# OF STORIES:
MAIN FLOOR TO SQ. FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG:
GARAGE SQ. FTG: 1080
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
SEWER OR ON-SITE SEPTIC
SYSTEM?
MANUFACTURED HOME
Width:
Manufacturer:
Length:
Year:
Pit Set:
Previous Address:
Proposed Use:
Fire Sprinkler:
Tent:
Valuation:
Plans Examiner:
Address:
Inspector:
Address:
# of Heads Fire Alarm:
Fireworks Display: Blasting:
Above/Underground Storage Tank Size:
Paint Booth:
Date/Time:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Phone:
City, State, Zip:
Phone:
City, State, Zip:
Fax:
Fax:
❑ BOLTING
Firm Name:
Inspector(s):
❑ CONCRETE
❑ REINFORCEMENT
Phone:
Fax:
❑ WELDING
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.
Ownership of resulting development rights granted by any issue
Print Name %JV r t:02A roc..S v
Signature
ermit inure to the property owner.
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ 9ck
Q�
Authorized Signature:
Bankcard
❑ Mastercard
x❑ VISA ❑ Other
This document originally contained
confidential credit card information which
was redastod pursuant to RCW 19 255 Al
and the original document destroyed
pursuant to SOS DAN G52014-030.
Job Truss ,Truss Type
Q1030 30 i COMMON
Lumbermen's Building Centers, Spokane, WA 99206-4220, Clint Brown
5-10-8 10-5-4
5-10-8 4-6-12
4.00 F-1-2
2x4 MII20
•
15-0-0
4-6-12
5x7 MI120=
D
Qty Ply
11 1
j 1 Job Reference (optional)
6.000 s Jun 17 2004 MiTek Industries, Inc. Wed Jul 14 07:36:26 2004 Page 1
R1287554
19-6-12 24-1-8
4-6-12 4-6-12
2x4 M1120 2x4 M1120 Ii
E
2x4 MII20
F
30-0-0
5-10-8
m
1
H
Scale = 1:51.7
G
4x12 MI120=
10-5-4
J
5x9 MI120=
4x6 MI120 =
19-6-12
H
5x9 M1120=
30-0-0
4x12 MI120 =
10-5-4
9-1-8
10-5-4
Plate Offsets (X,Y): [A:0-1-6,0-0-2], (D:0-3-8,0-2 4], [G:0-1-6,0-0-2], (H:0-1-12,0-2 8], [J:0-1-12,0-2-8]
LOADING (psf)
TCLL 30.0
TCDL 5.0
BCLL 0.0
BCDL 1.0
SPACING 5-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code IRC2003/TP12002
CSI
TC 0.68
BC 0.81
WB 0.78
(Matrix)
DEFL in (loc) I/defl Ltd
Vert(LL) -0.41 H -J >860 240
Vert(TL) -0.54 H -J >659 180
Horz(TL) 0.16 G n/a n/a
PLATES GRIP
M1120 185/148
Weight: 168 Ib
LUMBER
TOP CHORD 2 X 6 DF 1800F 1.6E
BOT CHORD 2 X 6 DF 1800E 1.6E
WEBS 2 X 4 DF Stud/Std `Except*
D -J 2 X 4 HF 1800F 1.6E, D -H 2 X 4 HF 1800F 1.6E
REACTIONS (Ib/size) A=2659/0-5-8, G=2659/0-5-8
Max HorzA=-130(load case 8)
Max UpliftA=-540(load case 5), G=-540(load case 6)
Max GravA=2936(load case 2), G=2936(load case 3)
BRACING
TOP CHORD
BOT CHORD
2-0-0 oc purlins (2-9-3 max.).
Rigid ceiling directly applied or 8-0-9 oc bracing.
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A -B=-7046/1326, B -C=-5526/1084, C -D=-5509/1182, D -E=-5509/1182, E -F=-5526/1084, F -G=-7046/1328
BOT CHORD A -J=-1275/6434, I -J=-641/3967, H-1=-641/3967, 04H=-1182/6434
WEBS C -J=-1211/244, E -H=-1211/242, B -J=-1688/350, D -J=-469/2563, D -1 -1= -46712563,F -H=-1688/353
NOTES
1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=3.0psf; BCDL=0.6psf; Category I; Exp B; enclosed; MWFRS gable end zone; cantilever left and
right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
2) TCLL: ASCE 7-98; Pf=30.0 psf (roof snow); Exp 8; Partially Exp.
3) Unbalanced snow loads have been considered for this design.
4) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added
to the bottom chord.
5) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf (or less) is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other livs oad
8) This truss is designed in accordance with the 2003 International Residential Code sections R5021 .11/4a r . R802.10.2 and re
standard ANSI/TPI 1.
LOAD CASE(S) Standard
ROBERT C.
ANDERSON
{Lr
531 No. 15007 PE d
O,cE N SAO f��w
0NA�E,
EXPIRES: 01-24-06
July 14,2004
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEFORE USE.
Design volid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component
Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.
7777 Greenback Lane r_••=•
Suite109 l�*�
Citrus Heights, CA, 95610
MiTekr