2007, 03-09 Permit App: 07000668 GarageProject Number: 07000668 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/9/2007 Page 1 of 2
Project Information:
Permit Use: 14X20 GAR
Setbacks: Front
Site Information:
Contact: TENPENNY CONSTRUCTION
Address: PO BOX 11031
C - S - Z: SPOKANE VALLEY, WA 99211
Left: Right: Rear: Phone:
Group Name:
Project Name:
Plat Key: 001835 Name: OPPORTUNITY TR # 01-354 District: Nort
Parcel Number: 45163.0307 Block:
SiteAddress: 11318 E VALLEY WAY
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 17,500 Sq Ft
Nbr of Bldgs: 0
Urban Residential 3.5
Lot:
Owner: Name: MUELLER, ROBERT D
Address: 11318 E VALLEYWAY AVE
SPOKANE, WA 99206
Hold: ❑
Width: 100 Depth: 175 Right Of Way (ft): 0
Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Released By:
Originally Released: 3/9/2007 By: TMELBOU
Landuse/Zoning/HE Conditions
Released By:
Originally Released: 3/7/2007 By: cj j anssen
Permits:
Operator: JD Printed By: JD Print Date: 3/9/2007
Project Number: 07000668 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/9/2007
Contractor: TENPENNY CONSTRUCTION INC
Address: PO BOX 11031
SPOKANE VALLEY, WA 99211
Description Grp Type Notes
GARAGE U -I VB
Building Permit
Page 2 of 2
Firm: TENPENNY CONSTRUCTION INC
Phone: (509) 998-1110
This Application: Total Project:
Su Ft Valuation Sq Ft Valuation
280 $5,320.00 280 $5,320.00
Totals: 280 $5,320.00 280 $5,320.00
Fee Amount
$125.25
$31.31
$4.50
Item Description Units Unit Desc
RESIDENTIAL PERMIT FEE 1 SELECT
ACCESSORY PLANS REVIEW 1 SELECT
WSBC SURCHARGE 1 SELECT
Permit Total Fees:
$161.06
Notes:
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $161.06 $161.06 $0.00 $161.06
$161.06 $161.06 $0.00 $161.06
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: JD Printed By: JD
Print Date: 3/9/2007
Project Number: 07000668 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/6/2007 Page 1 of 2
Project Information:
Permit Use: 14X20 GAR
Setbacks: Front
Site Information:
Contact: TENPENNY CONSTRUCTION
Address: PO BOX 11031
C - S - Z: SPOKANE VALLEY, WA 99211
Left: Right: Rear: Phone:
Group Name:
Project Name:
Plat Key: 001835 Name: OPPORTUNITY TR # 01-354 District: Nort
Parcel Number: 45163.0307
Block: Lot:
SiteAddress: 11318 E VALLEY WAY
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 17,500 Sq Ft
Nbr of Bldgs: 0
Urban Residential 3.5
Owner: Name: MUELLER, ROBERT D
Address: 11318 E VALLEYWAY AVE
SPOKANE, WA 99206
Hold: ❑
Width: 100 Depth: 175 Right Of Way (ft): 0
Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Permits:
Operator: JD Printed By: JD Print Date: 3/6/2007
Project Number: 07000668 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/6/2007
Contractor: TENPENNY CONSTRUCTION INC
Address: PO BOX 11031
SPOKANE VALLEY, WA 99211
Description Grp Type Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Page 2 of 2
Firm: TENPENNY CONSTRUCTION INC
Phone:
(509) 998-1110
This Application:
Sq Ft Valuation
280 $5,320.00
Totals: 280
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Total Project:
Sq Ft Valuation
280 $5,320.00
$5,320.00 280 $5,320.00
Fee Amount
$125.25
$31.31
$4.50
Permit Total Fees:
$161.06
Notes:
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $161.06 $161.06 $0.00 $161.06
$161.06 $161.06 $0.00 $161.06
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: JD Printed By: JD
Print Date: 3/6/2007
Permit Center
SI7orkane Spokane Valley, WA 99206
11707 E Sprague Ave, Suite 106
jValle�° (5g9)688-Q0361;FAX:;(509) 8 -0037
.�a VvvWw.SpdkaneValley.oilg
Community Development
Residential Construct n 007n New Construction
Permit Application n ❑ Addition/Remodel
❑ Other:
PERMIT NUMBER: C)(0 G c
PERMIT FEE:
Accessory Bldg
❑ Deck
SITE ADDRESS: / 13% 8 VJ1ewa, Ave,o ne Valley
c.✓�Oi1-14
ASSESSORS PARCEL NO: 1i 37 6 3 • of 3 07 LEGAL DESCRIPTION: Opp OA Tc/ h 1:15/ (ti 100 r0
Building Owner:
Penh
Name: EUl l.(t r Yl ei inc.
Name: Bo h N `l e/ P r
City:S okk Isle VQ 11 State: WA Zip: q 9 211
Address: 1 1.. i Q iII1�y
o l I et, iv ivWW
4�
City: SnKn►ne oJ� State: j
II�
_ Zip sg2d
Phone: I % G 7I 0 / Fax:
GARAGE SQ. FTG: Q/L
280 S • -Pt
Contact Person
Name: F_ dCA it pC Il fer
Phone: c9R 111U -�If
Describe the scope of work in detail:
New 9 aloe- 1 ' X 2 o' , Timet.
Proposed Use: Po rk• a r -
Contractor:
Contractor: Tell I Crovlsfkue+Ior
Penh
Name: EUl l.(t r Yl ei inc.
. 2
Address: O X 110,1
City:S okk Isle VQ 11 State: WA Zip: q 9 211
Phone. g �- l 11 O �1 � Fax:
```"`"111!11
Con acc N Exp t
Mto�rrV Eiq.3-lcz ED /meg/ZDb9
City Business Lic. No: sommemm‘ /
(s2D; — (c28 /- 05-67
Cost of Project: $ 72 66" G
w'/iidl o ws, 'o Kaye door-,
0 -
wood
**************The following MUST be compapplicable)
lete: (write N/A if not **********************
HEIGHT� PEAK:
DIM N IQNS: I
# OFSTeRIES:
TOTAL HABITABLE SPACE:
Vim -
MAIN FLOOR TO SQ.
n
FTG: Nfl'
2 FLOOR SQ. FTG:
A/4
UNFIN BASEMENT SQ. FTG:
,t 1A-
IV
IMPERVIOUS SURFACE
AREA:
44
FINISHED BASEMENT
SQ. FTG: /V 4.
GARAGE SQ. FTG: Q/L
280 S • -Pt
DECK/CIQy PATIO SQ. FTG:
N /
30% SLOPES ON
PROPERTY: N4.
# OF DROOMS:
/
CONSTRUCT! N TYPE:
CXo
HEAT SCE:
SMCE:
JOU/
SEWER OR SEPTIC?
/�/,�--
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.
SIGNATURE:
Method of Payment:
0 Cash
Bankcard #:
Authorized Signature:
REVISED 2115107
❑ Check
DATE: Z/
❑ Mastercard 0 VISA
Expires: VIN#:
Sfinicane
Valley
11707 E Sprague Ave Suite 106 0 Spokane Valley WA 992D6
509.921.1000 0 Fax: 509.921:1008 0 cityhall@spokanevaliey.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.
O 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.
❑ 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.
❑ All braced wall -panel types: show locations and details of installation, including
engineered design.
o 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
❑ Fumace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
N
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
Anchor bolt per R403.1 .6 Typ.
0
0 0 00 0 0
f 0 0 0 0 0
I
i
0 0 0 0 0°
ao 0 O,F�
a;d 00
I
, 1
400: 00
0
1
o
O,0,
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o.c.
O
0
0
0
0
0
0
O
0
0
4
,>, 0 0
0, 4 0
Foundation per code
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
iy.Z%
o o 0 let...; o 0 p
o
40°poi 'd
Max.
height
10'
..
Mni. 3" x 1 1-1 /4" net header
..
o
•
••
+ kA4Fasten
'
a'a
O0'
0 0
c0
0 p'
o c,
p
04
° u
44 i
OSoi
,
0
0,0
o
Y:'
OFA
t
0F e
o
co
"`_
•
C
d
p'
'`
�
LL___
2' to 18' (finished width)
/
sheathing to header with Top plate
8d common nails in 3"grid i
continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3.2
1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
Braced wall
If panel splice is needed it shall segment per
occur within 24" of mid -height. R602.10.5
Blocking is not required.
No. of
Min. width based on 6:1
height -to -width ratio: Forlack studs
table
example:16" min. for 8' height R502.5(1 &2)
O4
e 0
0o
° 0
°
oq.r
,a
;•
2
0F1*
ii, 1*0t
..per
�q�: _:
IC
7-Z
I°
G0
op
OtO
oFA.,
,Ta
a
Min. 2"x2"x3/16" plate washer
i
Anchor bolt per R403.1 .6 Typ.
0
0 0 00 0 0
f 0 0 0 0 0
I
i
0 0 0 0 0°
ao 0 O,F�
a;d 00
I
, 1
400: 00
0
1
o
O,0,
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o.c.
O
0
0
0
0
0
0
O
0
0
4
,>, 0 0
0, 4 0
Foundation per code
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
N
O_
r
0
0
:4.\\.,..,
5 inq Drivewc
shop
Q911OH ISIX;
0
APPROVED 9
N
cp
ST -1-6 of airesss; 1131€ Valle �ryy wa Ave,
SpoKane Val fey w4
49Zo‘.
175i
Parcel #P : -}5/ Go 3 030 7
Proper Sq. 400i-otge 17, 500
E'(tSf ivl house G44 s{.
txis�-iv�9 arage o 320 sq. ff.
1=1(i's h vl, hop : 280 sq. -Ft.
0
90M0 'ON HOP
tn
Li
0
SITE
PLAN
AD PITION
Bob Mueler
11318 E Valleyway
Spokane Valley, Wa
ARCHITECTURAL DESIGNS
AND DRAFTING BY:
MARTY
BURNSIDE
MARTY
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.
GENERAL FOUNDATION NOTES;
1, CONCRETE SHALL. ATTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 2500 P.S,I. 0 28 DAYS
2, ASSUMED SOIL BEARING PRESSURE 1500 P.S.F.
3. 611THICK FOUNDATION WALLS REQUIRE 6" DEEP X 12"
WIDE CONC. FOOTINGS
4, ALL CONCRETE REINFORCEMENT SHALL CONFORM TO U.B.C.
& BUILDING CODE REQUIREMENTS IN THIS AREA, REINFORCING
STEEL SHALL CONFORM TO A.S,T.M. STD. A-615 GRADE 60.
REINFORCEMENT CLEARANCES ARE;
CONC, AGAINST EARTH UNFORMED - 3"
CONC, AGAINST EARTH FORMED = 2"
S. BEAM MANUFACTURER SHALL PROVIDE ENGINEERING
Anchor Bolts- Minimum %2" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
8" SONNATL
8"x811 CML
CONC FILL -
444 VERT
W/ #9 TIE a
#4081, 0C
EA WAY
24"
R
'd -
FOUNDATION
PLAN
3/4"=1'-0"
ANCHOR
BOLTS
048"
GRADE
41' PEA
GRAVEL
6" CMU
CONC F
#4 VER
048" O
CONT e
FOUNDATION
� FLAN
0
O
HOLD DOWN
8" FOR DOOR
CCI
)LU
co r 4" PEA GRAVEL
a I 1—i—GLUE LAM BEAM
t11 1
A2
�{ A2
11
'
ail �
d-
�r t�1
w
kll
0
+11
�)
>
W
as
r-1
�i
0
O
HOLD DOWN
8" FOR DOOR
CCI
)LU
co r 4" PEA GRAVEL
a I 1—i—GLUE LAM BEAM
t11 1
A2
�{ A2
11
'
ail �
d-
�r t�1
w
tai
C
>
W
as
r-1
�i
10'-4"
OT
�V V1
z Z
CON RETE.TO COMPLY TO- IRC TABLE 404.1.1(1) 0 F-
BATE 02/26/2006
FOUNDATION PLAN
SCALE AS NOTE
JOB N0. 022206
T
FOUNDATION WALLS - 3000 # PSI S H E E
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
SLOPE
2 X 8 RAFTERS
S 2411_OC—_--
N
2 X 8 JACK RAFTERS
S 2411 OC
FLOOR FLAN
1/411,11_011
SLOPE
I
LANDING required on both sides of exit doors with min. size of 3
W
Z
O
ft. measured in direction of travel by 3 ft. or width of door if
POST
°
{L,i
greater, and not lower than 1 'h in. below threshold. Landing
A�
required at other exterior doors is a minimum size of 3 ft travel
CL
distance by width of door, and not lower than 7 3/< in. below
threshold the door does not swing over the landing.
provided
W
W
Q�
30XOSOLID
3-O' x 3>0 .�1r aJ27 3-O x 3-0
WINDOW is WINDOW'
------------�
{ I
I I
I I
I I
I {
I {
I {
( i
{ I
I I
I 1OOX 70OH DOOR
IA) '(7k - 6 (L W L)<12 --
14'-O"
FLOOR PLAN
®EXIST
L
O
POST
°
{L,i
Q
L
CL
W
Q�
V411:1' -On
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
DATE 02/26/2006
SCALE 1/411.11-011
JOB N0. 022208
L
O
z
°
a
Q
L
CL
DATE 02/26/2006
SCALE 1/411.11-011
JOB N0. 022208
ALL FOOTINGS MUST BE CONTINUOUS,
SIDE ELEVATION
1/411=11-011
MATCH EXIST
ROOF SLOPE
MATCH EXIST
ROOF MATERIA
MATCH EXIST
SIDING
GLU LAM BE -AM
ALUMINUM
FLASHING
FROr
1/411=11-011
T ELEVATION
2 x 8 RAFTERS
2 X 4 CROSS TIE! 11
0 481, OC 0 Z
EXT WALL- 2 X 4 H 0
STUDS @ 1611 OC W/
1/211 095 W/ TAR PAPER
OVER w/ SIDING TO FJ<
MATCH >
Lu Lu
411 PEA GRAVELI (j)
Lu
DATE 02/26/2006
SCALE 1/411=11-oll
JOB NO. 022206
SHEET
BUILDING SECTION
1/411=11-otl A
m
Q)
>
2 X 12 RIDGE
BEAM
TYP ROOF - 1/211
PLYWD 32/16 W/
1/8" GAR
C)
0
la
cn
30# TAR PAPER
BE-IvVEEN SHE
THING
OVER - MATCH
EXIST SHINGLES
2 x 8 RAFTERS
2 X 4 CROSS TIE! 11
0 481, OC 0 Z
EXT WALL- 2 X 4 H 0
STUDS @ 1611 OC W/
1/211 095 W/ TAR PAPER
OVER w/ SIDING TO FJ<
MATCH >
Lu Lu
411 PEA GRAVELI (j)
Lu
DATE 02/26/2006
SCALE 1/411=11-oll
JOB NO. 022206
SHEET
BUILDING SECTION
1/411=11-otl A
FLOOR SYS
INSPECTIONS
THIS BUILDING SUBJECT
TO IFLQ
REVIEWED FOR COCE COMPLIANCE
SPOKANE VAL, DiVISION