2005, 08-22 Permit App: 05002996 GarageProject Number: 05002996 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 08/22/2005 Page 1 of 2
Project Information:
Permit Use: DETACHED GARAGE
Setbacks: Front Left: 12 Right: 25 Rear: 15
Site Information:
Plat Key: 001866 Name: ORCHARD AVE ADD TR 1-228
Contact: MILLER, DAVID & SHANNA
Address: 3007 N GIRARD RD
C - S - Z: SPOKANE VALLEY, WA 99212
Phone: (509) 879-1089
Group Name:
Project Name:
District: Nort
Parcel Number: 35121.1903 Block:
SiteAddress: 3007 N GIRARD RD
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: .00 Acres
Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Lot:
Owner: Name: MILLER, DAVID & SHANNA
Address: 3007 N GIRARD RD
SPOKANE VALLEY, WA 99212
Hold: ❑
Depth: 0 Right Of Way (ft): 34
Review
Site Plan Review
Released By:
Plan Review
Originally Released: 08/12/2005 By: MBASINGE
Released By:
Sewer Review
Permits:
Originally Released: 08/19/2005 By: TMELBOU
Released By:
REVERSAL PERMIT#05-2352
Originally Released: 08/18/2005 By: cjjanssen
Operator: CJJ Printed By: CJJ Print Date: 08/22/2005
Project Number: 05002996
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 08/22/2005 Page 2 of 2
Contractor: BEASON GENERAL
Address: 3928 E MARIETTA
SPOKANE, WA 99217
Total Area
Building Height
Stories
Dwelling Units
Description
GARAGE
1080
17
1
0
Gra
U-1
Building Permit
Firm: BEASON GENERAL CONTRACTI
Phone: (509) 863-2755
Building Characteristics
Type Notes
VB
Item Description
RESIDENTIAL PERMIT FEE
STATE SURCHARGE
RESIDENTIAL PLAN REVIEW
Notes:
Payment Summary:.;.„
Permit Type
Building Permit
This Application: Total Project:
Sq Ft Valuation Sq Ft Valuation
1,080 $20,520.00 1,080 $20,520.00
Totals: 1,080 $20,520.00 1,080 $20,520.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$335.25
$4.50
$134.10
$473.85
Fee Amount Invoice Amount Amount Paid Amount Owing
$473.85 $473.85
$473.85 $473.85
$0.00 $473.85
$0.00 $473.85
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: 08/22/2005
(J) L± V 1L.. LJ i 14V L L-1 �.l Til 1 r.i i r�I• -i..
(1cr i° 0 a f vV !—( rltu,n 11 ane Valley Community Development Department
Building Division
11707 E. Sprague Avenue, Suite 106
Spokane Valley, WA 99206
r';Phone: (509) 688-0036; Fax: (509) 688-0037
--REQUIRED SITE INFORMATION
Street Address: 307 N C 1%
MANUFACTURED HOME
►Nidth:
Length: Year.
Manufacturer.
Pit Set:
RELOCATION
Previous Address:
Proposed Use:
FIRE SAFETY
=ire Sprinkler.
Tent:
# of Heads: Fire Alarm:
Paint Booth:
Fireworks Display: Blasting: Date/Time:
Jaluation: Above/Underground Storage Tank Size:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
fans Examiner.
address:
Phone:
Fax:
city
nspector. Phone:
address:
State
Fax:
Zip
City
State
Zip
SPECIAL INSPECTIONS
] BOLTING ❑ CONCRETE
=irm Name:
❑ REINFORCEMENT
Phone:
nspector(s):
Fax:
❑ WELDING
)1SCLAIMER
-he permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a
Welling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the
rroperty owner. 3) The signatory is the property owner or has permission to represent the property owner in this
ransaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code.
Zeferenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley
'ermit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances.
)wnership of resulting development rights granted by any issued permit inure to the property owner.
'rint Name �� ` ' ! ' I CF -t-- Signature
4ethod of Payment: (Faxed permit applications will only be accepted with major bankcard)
Cash
Sankcard #:
uthorized Signature:
❑ Check ❑ Mastercard ❑ VISA 0 Other
Expires:
VIN#:
17
51 0
•
Gr-c3e_
This site plan is being submitted for the purpose of
bulk -ling permit and is a true and correct
rei the proposal. All known property
b lines, structures and easements
elied Also indicated are wetlandsii ,
water stee, slopes or other critical areas.
tg,
r
PLANNING DEPT. APPROVED
BY:
DATE: 2, - I 2-- 0
g::=41 )
AVFA'(/i
7
0
I
c �' ailf 6) =��'
Job Truss Truss Type
050994 AG DROP TC GABLE
Lumbermen's Building Centers, Spokane, WA 99206-4220
-0-0
1-2
2-0-0
15-0-0
15-0-0
Qty
2
Ply
4x6
10
1
Job Reference (optional)
6.200 s Feb 11 2005 MiTek Industries, Inc. Fri Aug 12 09:47:39 2005 Page 1
30-0-0
13
15-0-0
14
15
[
5x6 5x6
Plate Offsets (X,Y):
30-0-0
30-0-0
{
32-0-0
2-0-0
Scale -1.54 6
12:0-0-8,0-2-8j, [2:0-1-13,E gel118:0-0-8,0-2-8i 118:0-1-13,Edgej
LOADING (psf)
TCLL 40.0
(Roof Snow=40.0)
TCDL 10.0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD 2 X 4
BOT CHORD 2 X 4
OTHERS 2 X 4
1
HF 1800F 1.6E
HF 1800F 1.6E
DF Stud/Std
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TP12002
CSI
TC 0.61
BC 0.11
WB 0.14
(Matrix)
DEFL in
Vert(LL) -0.09
Vert(TL) -0.10
Horz(TL) 0.00
(loc) 1/deft
19 n/r
19 n/r
18 n/a
Ud
120
90
n/a
PLATES GRIP
MT20 185/148
Weight: 136 Ib
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) 2=440/30-0-0, 18=440/30-0-0, 26=227/30-0-0, 28=240/30-0-0, 29=240/30-0-0, 30=240/30-0-0, 31=239/30-0-0, 32=244/30-0-0, 33=243/30-0-0, 25=240/30-0-0, 24=240/30-0-0,
23=240/30-0-0, 22=239/30-0-0, 21=244/30-0-0, 20=243/30-0-0
Max Horz2=92(load case 7)
Max Uplift2=-75(load case 7), 18=-87(load case 8), 28=-22(load case 7), 29=-25(load case 7), 30=-24(load case 7), 31=-21(Ioad case 7), 32=-33(load case 7), 33=-56(load case 9),
25=-20(Ioad case 8), 24=-25(load case 8), 23=-24(load case 8), 22=-21(load case 8), 21=-33(load case 8), 20=-56(load case 9)
Max Grav2=603(Ioad case 2), 18=603(load case 3), 26=227(load case 1), 28=333(Ioad case 2), 29=318(load case 2), 30=321(load case 2), 31=318(load case 2), 32=329(load case 2),
33=315(load case 2), 25=333(load case 3), 24=318(Ioad case 3), 23=321(load case 3), 22=318(Ioad case 3), 21=329(load case 3), 20=315(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/134, 2-3=-95/33, 3-4=-67/42, 4-5=-65/54, 5-6=-68/68, 6-7=-67/82, 7-8=-67/96, 8-9=-67/111, 9-10=-72/123, 10-11=-72/118, 11-12=-67/95
, 12-13=-67/69, 13-14=-67/45, 14-15=-68/40, 15-16=-65/42, 16-17=-35/42, 17-18=-95/0, 18-19=0/134
BOT CHORD 2-33=0/77, 32-33=0/77, 31-32=0/77, 30-31=0/77, 29-30=0/77, 28-29=0/77, 27-28=0/77, 26-27=0/77, 25-26=0/77, 24-25=0/77, 23-24=0/77,
22-23=0/77, 21-22=0/77, 20-21=0/77, 18-20=0/77
WEBS 10-26=-187/0, 9-28=-293/46, 8-29=-278/49, 7-30=-281/48, 6-31=-278/47, 5-32=-286/52, 4-33=-280/67, 11-25=-293/44, 12-24=-278/50,
13-23=-281/48, 14-22=-278/47, 15-21=-286/52, 16-20=-280/67
NOTES
1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=6.0psf; Category 0; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail"
3) TCLL: ASCE 7-98; Pf-40.0 psf (flat roof snow); Exp B; Partially Exp.
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live
loads.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) All plates are 3x6 MT20 unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
9) Gable requires continuous bottom chord bearing.
10) Gable studs spaced at 2-0-0 oc.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint 2, 87 Ib uplift at joint 18, 22 Ib uplift at joint 28
, 25 Ib uplift at joint 29, 24 Ib uplift at joint 30, 21 Ib uplift at joint 31, 33 Ib uplift at joint 32, 56 Ib uplift at joint 33, 20 Ib uplift at joint 25, 25 Ib uplift at joint 24,
24 Ib uplift at joint 23, 21 lb uplift at joint 22, 33 Ib uplift at joint 21 and 56 Ib uplift at joint 20.
12) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type T Qty
050994 A 1 HOWE 17
Lumbermen's Building Centers, Spokane, WA 99206-4220
-2-0-0 7-9-14
I
15-0-0
2-0-0 7-9-14 7-2-2
5x7
Ply
22-2-2
7-2-2
Job Reference (op)iona8
6.200 s Feb 11 2005 MiTek Industries, Inc. Fn Aug 12 09:47:37 2005 Page 1
30-0-0
32-0-0
7-9-14
2-0-0
Scale -1:56.
7-9-14
15-0-0
22-2-2
30-0-0
7-9-14 7-2-2 7-2-2 7-9-14
Plate Offsets (X,Y): [2:0-4-14,0-0-141,j8:0-4-14,0-0-14]
LOADING(psf)
TCLL 40.0
(Roof Snow=40.0)
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IRC2003/TPI2002
CSI
TC 0.85
BC 0.67
WB 0.53
(Matrix)
DEFL in (loc) I/defl L/d
Vert(LL) -0.20 12 >999 240
Vert(TL) -0.39 12-14 >912 180
Horz(TL) 0.15 8 n/a n/a
PLATES GRIP
MT20 185/148
Weight: 117 Ib
LUMBER BRACING
TOP CHORD 2 X 4 HF 1800F 1.6E *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
T3 2 X 4 HF 2400F 2.0E, T4 2 X 4 HF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 1 Row at midpt 3-12, 7-12
WEBS 2 X 4 DF Stud/Std
WEDGE
Left: 2 X 4 DF Stud/Std, Right: 2 X 4 DF Stud/Std
REACTIONS (Ib/size) 2=1995/0-5-8, 8=1995/0-5-8
Max Horz2=96(load case 7)
Max Uplift2=-123(load case 7), 8=-123(load case 8)
Max Grav2=2242(load case 2), 8=2242(load case 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/136, 2-3=-3685/76, 3-4=-2439/55, 4-5=-2298/76, 5-6=-2298/76, 6-7=-2439/55, 7-8=-3685/77, 8-9=0/136
BOT CHORD 2 -14= -78/3202,13 -14= -78/3202,12-13=-78/3202,11-12=0/3202,10-11=0/3202,8-10=0/3202
WEBS 3 -14=0/315,5-12=0/1069,7-10=0/315,3-12=-1578/111,7-12=-1578/112
NOTES
1) Wind: ASCE 7-98; 85mph; h=25ft; TCDL=4.2psf; BCDL=6.0psf; Category II; 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=40.0 psf (flat roof snow); Exp B; Partially Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live
loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 Ib uplift at joint 2 and 123 Ib uplift at joint 8.
8) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard