2006, 04-11 Permit App: 06001272 Remodel Basement• Project Number: 06001272 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/11/2006 Page 1 of 2
Project Information:
Permit Use: BASEMENT REMODEL, BATHROOM & Contact: MTL CONSTRUCTION
WINDOWS Address: PO BOX 13087
C - S - Z: SPOKANE WA 99213
Setbacks: Front Left: Right: Rear: Phone: (509) 879-4455
Group Name:
Site Information: Project Name:
Plat Key: 000764 Name: FAIRACRES REPLAT #1 District:
Parcel Number: 45092.1002
Block:
SiteAddress: 11310 E GRACE AVE
Location:: CSV
Zoning: SFR
Water District:
Area: .,200.00 Acres
Lot:
Owner: Name: WILLIAMS, MATT
Address: 11310 E GRACE AVE
SPOKANE, WA 99206
Hold: ❑
Width: 80 Depth: 140 Right Of Way (ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information-
Review
nformation:
Review
Building Plan Review
Permits:
Released By:
Originally Released: 4/11/2006 By: TMELBOU
Building Permit
Contractor: M T L CONSTRUCTION Firm: MONTY LEINUM/MTL CONSTRU
Address: PO BOX 13087 Phone: (509) 879-4455
SPOKANE, WA 99213
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Fl Valuation
BASEMENTF R-3 VB A 0 $18,100.00 0 $18,100.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals: 0 $18,100.00 0 $18,100.00
Units Unit Desc Fee Amount
1 SELECT $307.25
I SELECT $4.50
1 SELECT $122.90
Operator: AMB Printed By: AMB
Permit Total Fees: $434.65
Print Date: 4/11/2006
' Project Number: 06001272 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/11/2006 Page 2 of 2
Plumbing Permit
Contractor: M T L CONSTRUCTION Firm: MONTY LEINUMJMTL CONSTRU
Address: PO BOX 13087 Phone: (509) 879-4455
SPOKANE, WA 99213
Item Description Units Unit Desc Fee Amount
TOILETSBIDETS 1 NUMBER OF. $6.00
SINKS 1 NUMBER OF $6.00
TUBS 1 NUMBER OF $6.00
Notes:
Permit Total Fees: $18.00
Payment Summary:
Permit Type
Building Permit
Plumbing Permit
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.
Fee Amount
$434.65
$18.00
Invoice Amount
$434.65
$18.00
Amount Paid
$0.00
$0.00
Amount Owing
$434.65
$18.00
$452.65 $452.65
$0.00 $452.65
Signature:
Operator: AMB Printed By: AMB Print Date: 4/11/2006
• Project Number: 06001272 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/10/2006 Page 1 of 2
Project Information:
Permit Use: BASEMENT REMODEL, BATHROOM & Contact: MTL CONSTRUCTION
WINDOWS Address: PO BOX 13087
C - S - Z: SPOKANE WA 99213
Setbacks: Front Left: Right: Rear: Phone: (509) 879-4455
Group Name:
Site Information: Project Name:
Plat Key: 000764 Name: FAIRACRES REPLAT #1 District:
Parcel Number: 45092.1002
Block:
SiteAddress: 11310 E GRACE AVE
Location:: CSV
Zoning: SFR
Water District:
Lot:
Owner: Name• WILLIAMS, MATT
Address: 11310 E GRACE AVE
SPOKANE, WA 99206
Hold: ❑
Area: ,200.00 Acres Width: 80 Depth: 140 Right Of Way (ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Permits*
Released By: 'Ti-7"
Building Permit
Contractor: M T L CONSTRUCTION Firm: MONTY LEINUM/MTL CONSTRU
Address: PO BOX 13087 Phone: (509) 879-4455
SPOKANE, WA 99213
Plumbing Permit
Contractor: M T L CONSTRUCTION Firm: MONTY LEINUM/MTL CONSTRU
Address: PO BOX 13087
SPOKANE, WA 99213
Operator: AMB Printed By: AMB
Phone: (509) 879-4455
Print Date: 4/10/2006
Project Number: 06001272 Inv: 1
Notes:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/10/2006 Page 2 of 2
Payment Summary:
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: 4/10/2006
Spoxane —' 11707 E Sprague Ave, Suite 106
r ll
Valle Spokane Valley, WA 99206
Y (509)688-0036 FAX: (509)6S3-0037
Co=r:nityDevelopment R,.^.;spokanevalley.ore.com
Residential Cf�tflt1 a d
Permit ApplicWttilibn
r APR 1n mrs
Arile En
SITE ADDRESS
o New Construction
o Addition/Remodel
o Other:
PERMIT NUMBER:, rt70., I
PERMIT FEE:
o Accessory Bldg
o Deck
5:14 3?o#fAUEV,9Lr.E ; F904.
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building owner
, .. :.
Name: i -' A /C
R S
City: 5. r :.UE J
Zip: Q1.)-0 Co
Phone: 1g/90R-67353 Fax:
Contact Person:•
Name: Al O /1/ YY
Phone. F > 9 -
I
.Contractor;t:`_.c.„ r .'.I'
Name: An_ ( 1S"rtucj70
Address:.S r), 51 ShieLLF L kFS>` i-
City .ISAlLE niar1 j Zip: ��� !a 3
Phone: '4S3 Fax: %)Do 4,/98---
Lie No:M LCO.t*to/CV/Exp.Date: ,a,//3/D�
City Business Lie No: 6 00 /h GR. I I
Describe the scope of work in detail: Cost of Project:
A -Db 745Mffdt17"39-Tlri vom j 2 E6?c53 W/NbotiV I)I t M>;N l
**************The followin
HEIGHT TO PEAK:
NA -
MAIN FLOOR TO SQ.
FTG:
FINIS
SQ. FTG: WA
EBASEMENT
HD
# OF BEDROOMS:
NA
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. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
MUST be complete: (write N/A if not app
DIMENSIOf1S:
211u FLOOR SQ. FTG:
# OF STORJES:
licable)*********ik************
GARAGE SQ. FTG:
CONSTRUCTION TYPE:
UNFIN BASEMENT SQ. FTG:
DEC CK/ O�iATIO 5Q. FTG:
HEAT SOURCE:
6'4 5 -hceda �4itR
TOTAL HAI ITABLE SPACE:
IMPERVIOUS SURFACE
AREA:
NA
30% SLOPES ON
PROPERTY:
SEWER OR SEPTIC?
5 tYvfE�
Signature • /. ./711"7
Date `74-70-06,
Method of Payment: (Faxed permit applications will only be accepted with majorbankcard)
0 Cash D Check 0 Mastercard `VISA
Bankcard #: Expires: _ VIN#:
Authorized Signature:
REVISED 6252DDS
0 Othe
_ &a_ Permit Center
S ne ® 11707 E Sprague Ave, Suite 106
P Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development . www spokanevallev ore
Plumbing Permit Application n Commercial IN Residential
.000Ualley
PERMIT NUMBER:
PERMIT FEE:
SITE ADDRESS: / 131 p C GeACE
S?o4;4wE 1)44 EY WA q%76
Building Owner
' /
Name: / 9A- rr N / 4-C 1 A-11 -5•
.C� Fax:
_ Phone: g7a -535—a
Address: I 13/0 C' Gza c
Ciw:5?e,ANE vna_E 2 State: WA_
C�7 /
Zip:l //.,o C
Contractor
��
Name: �/' 1 c (--'0 U/S, 1 / CDA/
p
Phone: £4/55 Fax /,�
L
G' V 1
!
Address: t;I 5.. S/Y 'LLt/JOE
City: Sion,44.E 1//i[LF✓ State: y//A
i`
> 1�
ZtpWa /
License No: M'`Ct) 1c t Y�-
City Business Lic:
Contact
Name: EW T / %C,NU M
/YI
MEW
Phone: 77 / 9144.5—C
DESCRIPTION OF WORK
# OF UNITS
X
COST ,
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
X
$6.00
2
URINALS
X
56.00
3
TUBS
X
$6 00
4
SHOWERS (PER TRAP)
BATH, STALL, ONSITE BUILT
X
56 00
5
SINKS
LAVSBASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
X
56.00
6
DISHWASHER
X
$6.00
7
CLOTHES WASHER
X
$6.00
8
GARBAGE DISPOSAL
X
56 DO
9
WATER SOFTENER
X
$6 00
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
56.00
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH,
CONDENSATE
X
56 00
12
ROOF DRAINS/OVERFLOW DRAINS
X
56.00
13
FOUNTAINS, DRINKING
X
56.00
14
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
X
56 00
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
$6 00
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP
COOLER
X
56.00
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R.P B.P.D. FOR: VATS, TANKS,
BOILERS
X
$6 00
16
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
56.00
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
56.00
20
MISCELLANEOUS PLUMBING FIXTURE
X
56.00
21
PRIVATE SEWAGE DISPOSAL/SYS
X
520 00
22
INDUSTRIAL WASTE INTERCEPTOR
X
$15.00
METHOD OF PAYMENT:
DCASH D CHECK ,EJ VISA ❑ MC
Card#
AUTHORIZED SIGNATURE:
REVISED 826/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
FLOORS
TABLE R502.5(1)
GIRDER SPANS' AND HEADER SPANS' FOR EXTERIOR BEARING WALLS
Maximum spans for Douglas fir -larch, hem -fir, southern pine and spruce -pine -fir° and required number of jack studs)
GIRDERS AND
HEADERS
SUPPORTING
SIZE
GROUND SNOW LOAD (psi)*
30
50 I
Building width' (
eet) I
20
28
36
20
28
I 36
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Roof and ceiling
2.2x4
3-6
I
3-2
I
2-10
I
3-2
I
2-9
I
24
1
2.2x6
5-5
I
4-8
I
4-2
1
4-8
I
4-1
1
3-8
2
2-2x8
6-10
1
5-11
2
5-4
2
5-11
2
5-2
2
47
2
2-2x10
8-5
2
7-3
2
6-6
2
7-3
2
6-3
2
5-7
2
2-2x12
9-9
2
8-5
2
7-6
2
8-5
2
74
2
6-6
2
3.2x8
8-4
'1
7-5
1
6-8
1
7-5
I
6-5
2
5-9
2
3.2x10
10-6
I
9.1
2
8-2
2
9-I
2
7-10
2
7-0
2
3-2x12
12-2
2
10-7
2
9-5
2
10-7
2
9-2
2
8-2
42x8
7-0
1
6-I
2
5-5
2
6-1
2
5-3
2
- 4-6
2
4-240
I1-8
I
10-6
I
9-5
2
10-6
I
9-1
2
8-2
2
42x12
14-1
1
12-2
2
10-11
2
12-2
2
10-7
2
9-5
2
Roof, ceiling and one
center -bearing floor
2-2x4
3-1
1
2-9
I
2-5
1
2-9
1
2-5
1
2-2
1
2-2x6
4-6
I
4-0
I
3-7
2
4-1
1
3-7
2
3-3
2
2-2x8
5-9
2
5-0
2
4-6
2
5-2
2
4-6
2
4-1
2
2-2x10
7-0
2
6-2
2
5-6
2
6-4
2
5-6
2
5-0
2
2-2x12
8-1
2
7-1
2
6-5
2
7-4
2
6-5
2
5-9
3
3-2x8
7-2
1
6-3
2
5-8
2
6-5
2
5-8
2
5-1
2
3-2x10
8-9
2
7-8
2
641
2
7-11
2
6-11
2
6-9
2
3-2x12
10-2
2
8-11
2
8-0
2
9-2
2
8-0
2
7-3
2
4-24
5-10
2
5-2
2
4-8
2
5-3
2
4-7
2
4-2
2
42x10
10-I
1
8-10
2
8-0
2
9-I
2
8-0
2
7-2
2
42x12
11-9
2
10-3
2
9-3
2
10-7
2
9-3
2
8.4
2
Roof, ceiling and one clear
span floor
2-2x4
2-8
1
2-4
1
2-1
1
2-7
1
2-3
1
2-0
I
2-2x6
}II
I
3-5
2
3-0
2
3-10
2
3-4
2
3-0
2
2-24
5-0
2
4-4
2
3-10
2
410
2
4-2
2
3-9
2
2-2x10
6-1
2
5-3
2
4-8
2
5 -II
2
5-1
2
4-7
3
2-242
7-1
2
6-I
3
5-5
3
6-10
2
5-11
3
5-4
3
3_2x8
6-3
2
5-5
2
4-10
2
6-1
2
5-3
2
4-8
2
3-2x10
7-7
2
6-7
2
5 -II
2
7-5
2
6-5
2
5-9
2
3-2x12
8-10
2
7-8
2
6-10
2
8-7
2
7-5
2
6-8
2
4-24
5-1
2
4-5
2
3 -II
2
4-11
2
4-3
2
3-+0
2
4-2x10
8-9
2
7-7
2
6-10
2
8-7
2
7-5
2
6-7
2
4-2x12
10-2
2
8-10
2
7-11
2
9 -Il
2
8-7
2
7-8
2
Roof, ceiling and two
center -beating floors
2-2x4
2-7
I
2-3
1
2-0
1
2-6
I
2-2
1
1 -Il
I
2-2x6
3-9
2
3-3
2
2-11
2
3-8
2
3-2
2
2-k
2
2-24
4-9
2
4-2
2
3-9
2
4-7
2
4-0
2
3-8
2
2-240
5-9
2
5-I
2
4-7
3
5-8
2
4-11
2
45
3
2-2x12
6-8
2
5-10
3
5-3
3
6-6
2
5-9
3
5-2
3
3-2x8
5-11
2
5-2
2
4-8
2
5-9
2
5-1
2
4-7
2
3-240
7-3
2
6-4
2
5-8
2
7-1
2
6-2
2
5-7
2
3-2x12
8-5
2
7-4
2
6-7
2
8-2
2
7-2
2
6-5
3
42x8
4-10
2
4-3
2
3-10
2
4-9
2
4-2
2
329
2
42*10
8-4
2
7.4
2
6-7
2
8-2
2
7-2
2
6-5
2
42x12
9-8
2
8-6
2
7-8
2
9-5
2
8-3
2
7-5
2
(continued)
90
2003 INTERNATIONAL RESIDENTIAL CODE®
TABLE R502.5(1)—continued
GIRDER SPANS' AND HEADER SPANS' FOR EXTERIOR BEARING WALLS
for Douglas fir -larch, hem -fir, southern pine and spruce-pine-firb and required number of jack studs)
GIRDERS AND
HEADERS
SUPPORTING
SIZE
GROUND SNOW LOAD (put)'
30
50
Building width' (feet)
20
28
35
20
28
3s
Span
to
Span
We
Span
NI
Span
NJ°
Span
NJ°
Span
to
Roof, ceiling and
two dear spas
floor
2-2x4
2-1
1
1-8
1
1-6
2
2-0
1
1-8
1
1-5
2
2-2x6
3-1
2
2-8
2
2-4
2
3-0
2
2-7
2
2-3
2
2-24
3-10
2
3-4
3
3-0
3
3-10
2
3-4
2
2-11
3
2-2x10
4-9
. 2
4-1
3
3-8
3
4-8
2
4-0
3
3-7
3
2-2x12
5-6
3
4-9
3
4-3
3
5-5
3
4-8
3
4-2
3
3-2x6
4-10
2
4-2
2
3-9
2
4-9
2
4-1
2
3-8
2
32x10
5-11
2
5-1
2
4-7
3
5-10
2
5-0
2
4-6
3
3-2x12
6-10
2
5-11
3
5-4
3
6-9
2
5-10
3
5-3
3
4-2x8
5-7
2
4-10
2
4-4
2
5-6
2
4-9
2
4-3
2
4-240
6-10
2
5-11
2
5-3
2
6-9
2
5-10
2
5-2
2
4-2x12
7-11
2
6-10
2
6-2
3
7-9
2
6-9
2
6-0
3
For SE 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2.
a. Spans are given in feet and inches.
b. Tabulated values assume 42 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the numbs of required jack studs equals one, the header is permitted to be supported by an ap-
proved framing anchor attached to the full -height wall stud and to the header.
e. Use 30 psi ground scow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf.
2003 INTERNATIONAL RESIDENTIAL CODE® 91
FLOORS
TABLE R502.5(2)
GIRDER SPANS' AND HEADER SPANS' FOR INTERIOR BEARING WALLS
Maximum spans for Douglas fir -larch, hem -fir, southern pine and spruce -pine -fir° and required number of jack studs)
HEADERS AND GIRDERS SUPPORTING
SIZE
BUILDING WIDTH' (feet)
20
28
38
Span
NJ°
Span
NJ°
Span
NJ°
One floor only
2-2x4
3-1
1
2-8
1
2-5
1
2-2x6
4-6
1
3-11
1
3-6
1
2-24
5-9
1
5-0
2
4-5
2
2-2x10
7-0
2
6-1
2
5-5
2
2-2x12
8-1
2
7-0
2
6-3
_ 2
3-24 .
7-2
1
6-3
1
5-7
2
3-2x10
8-9
1
7-7
2
6-9
2
3-2x12
10-2
2
8-10
2
7-10
2
4-24 .
9-0
1
7-8
1
6-9
1
4-2x10
10-1
1
8-9
.1
7-10
2
4-2x12
11-9
1
10-2
2
9-1
I 2
Two floors '
2-2x4
2-2
1
1-10
1
1-7
I 1
2-2x6
3-2
2
2-9
2
2-5
I 2
2-24
4-1
2
3-6
2
3-2
2
2-2x10
4-11
2
4-3
2
3-10
3
2-2x12
5-9
2
5-0
3
4-5
3
3-24
5-1
2
4-5
2
3-11
I 2
3-2x10 _
6-2
2
5-4
2
4-10
2
3-2x12
7-2
2
6-3
2
5-7
( 3
4-24
6-1
1
5-3
2
4-8
2
4-2x10
7-2
2
6-2
2
5-6
2
4-2x12
8-4
2
7-2
2
6-5
2
For SI: I inch = 25.4 mm, 1 foot = 304.8 mm.
a. Spans are given in feet and inches.
b. Tabulated values assume 42 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated.
d. Ni- Number of jack surds required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an ap-
proved framing anchor attached to the full -height wall stud and to the header.
R502.6 Bearing. The ends of each joist, beam or girder shall
have not less than 1.5 inches (38 mm) of bearing on wood or
metal and not less than 3 inches (76 mm) on masonry or con-
crete except where supported on a 1 -inch -by -4 -inch (25.4 mm
by 102 mm) ribbon strip and nailed to the adjacent stud or by
the use of approved joist hangers.
R502.6.1 Floor systems. Joists framing from opposite sides
over a bearing support shall lap a minimum of 3 inches (76
mm) and shall be nailed together with a minimum three 10d
face nails. A wood or metal splice with strength equal to or
greater than that provided by the nailed lap is permitted.
R502.6.2 Joist framing. Joists framing into the side of a
wood girder shall be supported by approved framing an-
chors or on ledger strips not less than nominal 2 inches by 2
inches (51 mm by 51 mm).
92
R502.7 Lateral restraint at supports. Joists shall be sup-
ported laterally at the ends by full -depth solid blocking not less
than 2 inches (51 mm) nominal in thickness; or byI attachment
to a header, band, or rim joist, or to an adjoining stud; or shall be
otherwise provided with lateral support to prevent rotation.
Exception: In Seismic Design Categories Di and D2, lateral
restraint shall also be provided at each intermediate support.
R502.7.1 Bridging. Joists exceeding a nominal 2 inches by
12 inches (51 mm by 305 mm) shall be supported laterally
by solid blocking, diagonal bridging (wood or metal), or a
continuous 1 -inch -by -3 -inch (25.4 mm by 761 mm) strip
nailed across the bottom of joists perpendicula- to joists at
intervals not exceeding 8 feet (2438 mm).
R502.8 Drilling and notching. Structural floor members shall
not be cut, bored or notched in excess of the limitations speci-
fied in this section. See Figure R502.8.
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PROVIDE DIAGRAMS AND
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ROOF TRUSSES, BEAMS ND
FLOOR SYSTEMS PRIOR T• FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJEC
TO FIELD INSPECTION CORRECTIONS
Walley
REVIEWED FOR CODE COMPLIANCI
SPOKANE VALLEY BUILINGIDIVISION
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