2007, 05-07 Permit App: 07001641 AdditionProject Number: 07001641 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/7/2007 Page 1 of 2
Project Information:
Permit Use: RES ADDITION(1) 6 X 16 (1) 8 X 14. 22L
17` sF
Setbacks: Front
Site Information:
Left: Right: Rear:
Contact:
Address:
C - S - Z:
Phone:
Group Name:
Project Name:
PAXSON, KEN
10802 E VALLEYWAY AVE
SPOKANE VALLEY WA 99206
(509) 921-2109
Plat Key: 001834 Name: OPPORTUNITY TR # 01-354
Parcel Number: 45163.0429 Block: Lot:
SiteAddress: 10802 E VALLEYWAY AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Area: ,680.00 Acres
Urban Residential 3.5
Width: 80
District: Nort
Owner: Name: PAXSON, KEN
Address: 10802 E VALLEYWAY AVE
SPOKANE VALLEY WA 99206
Hold: ❑
Depth: 146 Right Of Way (ft): 40
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Permits: ar m+rte el,ar.10T mamet
Operator: JD Printed By: JD
Released By:
Print Date:
5/7/2007
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Sokane
jVa.11eyi
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprag ye,��� ll V E
Spokane Va11e�%,WA 992.t'
(509)688-0036 'M(: (509)688-003
MAY 0
—
www.s.okanevalle .or
PERMIT NUMBER: ' (t') \
PERMIT FEE:
U 0 L I1 struction
M. Addition/Remodel
Other:
Accessory Bldg
Deck
SITE ADDRESS: /O 09, E bia /U y (,car p. �/Cc/t (, 9�4'
ASSESSORS PARCEL NO: 1674,3 LEGAL DESCRIPTION:
Building Owner:
rY CVS r -
(�
# OF STORIES:TOTAL
/
Name: is e ?t, )(5 0;
(9 -3,2 -sr. �'t
MAIN FLOOR TO SQ.
FTG:
Address:/080a E ✓, it,7
"5�, y
IMPERVIOUS SURFACE
AREA:
City: 5,0 IJP /4,7 /
State: 110
Zip: 19,e 6
Phone:S 19 _ �'9/ -51q/
Fax:
CONSTRUCTION TYPE:
Contact Person
Name: fr n t „say-)
Phone: 99/-
Describe
9/-
Describe the scope of work in detail:
Contractor: /Mink
rY CVS r -
(�
# OF STORIES:TOTAL
/
Name:
(9 -3,2 -sr. �'t
MAIN FLOOR TO SQ.
FTG:
Address:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
City:
State:
Zip:
Phone:
Fax:
CONSTRUCTION TYPE:
Contractor Lic No:
Exp Date:
City Business Lic. No:
Cost of Project: $
fid i /in a '6u inp s eh - tr 1 W' HOW (� !v'("go (/) x/1r'
Proposed Use:
i d'/,- CY).1 L, n 2 5pe
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: /
/5
DIMENSIONS: M)eV/aal
�j) g' i �!,'
# OF STORIES:TOTAL
/
HABITABLE SPACE:
(9 -3,2 -sr. �'t
MAIN FLOOR TO SQ.
FTG:
2 u FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
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
SIGNATURE:
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
0 Check
0 Mastercard
Expires:
DATE: 37)/( 7
❑ VISA
VIN#:
4,;Valleys
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@spokanevalley.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.
❑ Two sets of plaris including Site Plan, elevations, floor plans; foundation plans
With details, roof plan, framing plans & details.
O 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.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from abasement 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
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
O Foundation plan
❑ Insulation information
PLANNING ' EPT. APPROVED
BY
DATE: 34b/'t'1
C or e.,ttAe_ e-;11)
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LOT
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Area's:
% of floor
Glazing U -Factor
Door9
U-
Factor
Celling2
Vaulted
Ceiling
Wall12
,above
Grade
Wall?
int
Below
Grade
Wall?
exd''
Below
Grade
Floors
Slabs
on
Grade
Vertical
Overhead"
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
inti
R-21
R-12
R-30
R-10
II.
15%
0.40
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-58
III.
17%
0.37
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-56
IV.
25%
0.35
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int7 /
U=0.029
F=0.54
Occupancy
U=0.054
Only
V.
Unlimited
Group R-3
0.35
0.58
0.20
R-38
R-30
R-21
int7
R-21
R-12
R-30
R-10
Occupancy
Only
VI.
Unlimited
0.32
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int7 /
U=0.029
F=0.54
Occupancy
U=0.054
Only
* Reference Case
0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio
to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing
option (or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material, manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
WSEC Builder's Field Guide 5th Edition
COOPERATIVE EXTENSION
WASHINGTON STATE UNIVERSITY
till ENERGY PROGRAM
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20�
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Y1 Ci
SMOKE ALARMS SHALL BE INTERCON-
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24. & ON EACH FLOOR)
WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS
REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
DWELLINGS.
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.
CONCRETETO COMPLY TO IRC TABLE 404.1.1(1)
FO.UNDATIOIVWALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
I o. b d V.\
iii' v- a cJ _-
Min.,4 ft Brace WallPanelsper 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
1
EMERGENCY EGRESS REQUIREMENTS I
FROM SLEEPING ROOMS
t) NET CLEAR OPENING. 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44') 5.0 SQUARE FIST
2) NET Cl FAR OPENING HEIGHT 24 INCHES
31 NET CLEAR OPENING WIDTH 2O INCHES t
4) MAX FINISHED SILL HEIGHT 44' ABOVE FL R
OPE RATTIIONAL GE FROM THE INSIDE OF THE ROOM WI51 E MESHAUNNCY ESCAPE & RESCUE OPENING j
THE USE OF KEYS 0R TOOLS
Anchor Bolts- Minimum 1/2" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
Radon Mitigation S stem Required
mi apor arner Required
PROVIDE SOLID BLOCKING,UhDEB ALL.COLUMNS
BEARI GWALLS AND $HEAKWALtS: . .
PROVIDE DOUBLE JOINTS (MP) UNDER ALL WALLS
PARALLEL .TaSPm
PROVIDE:DOUBIE STUDS MN TO FourlanoN
UNDER ALL HP AND GIRDER TRUSSES
PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE.
At/kJ (Z) ' NC '-1
J'
Lim:- ew
nig u-Poe..ita et/
Ttu5SPS (n4 nC`
)7K‘. a d 1'x t /
'
N1101.3.1— Attic insulation certification required as to
• R — value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
Sad
vt�s 12-3 s
.-vls.
•
!1p
Coni?DSiGtRer'C'`�
IA/ 1614- .-e*'
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50% in the upper
portion of roof area.
Attic Accessible
bv22'x 30"
4 r' . p z5�� ,. r rn . G 4, • e t,
CEILING: 1/2" GWB if perpendicular to rafters or
trusses 24" o.c. and no water based texture used—
otherwise 5/8" GWB.
S h
0 Minimum depth for frost protection in the City of
'" ."SSpokane 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.
Li
Job
Q55707
Mark
Rl
Quan Type Span P1 -H2. Left OH Right OH
7 TR 160000 4 1- 6- 0 1- 6- 0
Engineering
PAXSON/TB
DG 8-6-8 4x4= DG 8-6-8
HO 3-15 HO 3-15
HH 4 S HH 4
2-11-15
- 4
TC
3x4=
A
TC
3x4=
C
me
EP
TC
W:508
R
U:
1-6-0
868
184
D B1
2x3H
W:508
R:
U:
8-0-0 16-0-0
8-0-0 8-0-0
Z
868
184
1-6-0
8C
EP
8-0-0 I 8-0-0
8-0-0 16-0-0
16 0 0
ALL PLATES ARE MT2020
Scale: 0.348" = 1'
Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 72.9 LOS
D -B 0.08 256 T Max comp. force
Quality Control Factor 1.25
Online Plus -- Version 20.0.025
RUN DATE: 02 -MAY -07
TC
BC
WB
CSI
0.53
0.52
0.08
-Size-
2x 4
2x 4
2x 4
1B
1B
DFL -STUD
Brace truss as follows:
O.C. - From To
TC Cont.
BC Cont.
0- 0- 0 16- 0- 0
0- 0- 0 16- 0- 0
Loading Live Dead (psf)
TC 30.0 7.0
BC 0.0 10.0
Total 30.0 17.0
Spacing
Lumber Duration Factor
Plate Duration Factor
47.0
24.0"
1.15
1.15
TC Fb=1.15 Fc=1.10 Ft=1.10
BC Fb=1.10 Fc=1-.10 Ft=1.10
Plus 6 Wind Load Case(s)
Jt React Uplft Size Req'd
Lbs Lbs In-Sx In-Sx
A 869 185 5- 8 1- 8
Hz = -39
C 869 185 5- 8 1- 8
Hz = 40
Membr CSI P Lbs Axl-CSI-Bnd
Top Chords
A -B 0.53 1335 C 0.02 0.51
B -C 0.53 1335 C 0.02 0.51
Bottom Chords
A -D 0.52 1274 T 0.15 0.37
D -C 0.52 1274 T 0.15 0.37
Webs
TL Defl -0.21" in D -C L/867
LL Defl -0.12" in D -C L/999
Shear // Grain in A -B 0.35
Plates for each ply each face.
PLATING CONFORMS TO UBC.
PLATE VALUES MAY BE VERIFIED
WITH ROBBINS ENGINEERING. GRIP
VALUES BASED ON Doug -Fir -Larch
LUMBER USING GROSS AREA TEST.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
Jt Type Plt Size X Y JSI
A MT20 3.Ox 4.0 Ctr Ctr 0.76
H MT20 4.Ox 4.0 Ctr Ctr 0.62
C MT20 3.Ox 4.0 Ctr Ctr 0.76
D MT20 2.Ox 3.0 Ctr Ctr 0.38
REFER TO ROBBINS ENG. GENERAL.
NOTES AND SYMBOLS SHEET FOR
ADDITIONAL SPECIFICATIONS.
NOTES:
Trusses Manufactured by:
Valley Best Way
Analysis Conforms To:
ANSI/TPI 95 & 02
OH Loading
Soffit'psf 2.0
Wind Loads - ANSI / ASCE 7-02
Truss is designed as a Main
Wind -Force Resistance System.
Wind Speed: 90 mph
Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 5.0 psf
BC Dead Load : 7.0 psf
Robbins Engineering. IncfOnliine Plus'. 019952007 Version 20.0.025 Engineering. Pore -all 522007 424:38 AM Pape 1
1335 Lbs
Job
` Q55707
Mark
R2
Quan Type Span P1 -H1 Left OH Right OH
2 TR 160000 4 0 0
Engineering
PAXSON/TB
2-8-4
1
DG 8-5-4
110 4
RR -3-7
4
•2x311
4x4 -
R
•2x311
DG 8-5-4
HO 4
RH -3-7
W:508
R 690
U 123
EP
TC
EP
N
•2x311
8-0-0
8-0-0
8-0-0
8-0-0
*2x311
+2x311
+2x311
16-0-0
8-0-0
W:508
A 870
U 175
16 0 0
8-0-0
16-0-0
ALL PLATES APE MT2020
Scale: 0.353' = 1'
Robbins Engineering, Inc./Online Plus'
D -C 0.69 1352 T
J c: 'C IC, 0.43 36 T
Online Plus -- Ve;sign; Q10.025; C -C 0.00 0 T
RUN DATE: 02 -MAY,, -07,. 4j"' Webs
r L D
CSI'.'size-'
TC 0.56 2x 4 1B V TL Defl -0.32" in A
BC 0.69 2x 4 1B LL Defl -0.19" in A
WB 0.10 2x 4 DFL -STUD Shear // Grain in A -A
-B 0.10 304 T
APPROX. TRUSS WEIGHT: 83.7 LES
0.16 0.53 Wind Speed: 90 mph
0.00 0.43 Mean Roof Height: 25-0
Exposure Category: C
Occupancy Factor : 1.00
-D
-D
L/570
L/951
0.89
Brace 0.C.
a * rc&%.) .XTTitles
J�C i .'P INGCONFORMS
for
ply
TO UBC. face.
TC Cont. 0- 0- 0 16- 0- 0 PLATE VALUES MAY BE VERIFIED
BC Cont. 0- 0- 0 16- 0- 0 WITH ROBBINS ENGINEERING. GRIP
VALUES BASED ON Doug -Fir -Larch
LUMBER USING GROSS AREA TEST.
Plate - MT20 20 Ga, Gross Area
Plate - MT2H 20 Ga, Gross Area
X Y JSI
Loading Live
TC
BC
Dead (paf)
30.0 7.0
0.0 10.0
Total 1°3°P.,31:001 attl i pe Plt Size
Spacing
TaVidii i btd1'a411 P.:41(12 '4201 44..Ox 4.0
0
Plate Duration Factor 1.15 C MT20 3.Ox 4.0
TC Fb=1.15 Fc=1.10 Ft=1.10 D MT20 2.Ox 3.0
BC Fb=1.10 Fc=1.10 Ft=1.10
Ctr Ctr 0.76
Ctr Ctr 0.62
Ctr Ctr 0.76
Ctr Ctr 0.38
4 Gable studs to be attached
with 2.0x3.0 plates each end.
Plus 6 Wind Load Case(s)
. RR#ER TO ROBBINS ENG. GENERAL
Jt Reactt-Uplft Size•Req'd NOTES AND SYMBOLS SHEET FOR
Lbs Lbs ISI-Sx In-Sx s ADDITIONAL SPECIFICATIONS.
A 690 123 5? -8 1- 8
Hz = -35 NOTES:
C 870 176 5- 8 1- 8 Trusses Manufactured by:
Hz = 36 Valley Best Way
Analysis Conforms To:
Membr CSI P Lbs Axl-CSI-Bnd ANSI/TPI 95 & 02
Top Chords OH Loading
A -8 0.56 1408 C 0.02 0.54 Soffit psf 2.0
B -C 0.56 1408 C 0.02 0.54 Refer to Gen Det 3 series for
Bottom Chords web bracing and plating.
A -A 0.00 0 T Wind Loads - ANSI / ASCE 7-02
A -A 0.43 36 T 0.00 0.43 Truss is designed as a Main
A -D 0.69 1352 T 0.16 0.53 Wind -Force Resistance System.
Robbins Engineering, Inc./Offline Plus^' 0 1996-2007 Version 20.0.025 EngineeMg - Ponraii 512/2007 9:24:39 M1 Page 1
Building Type: Enclosed
Zone location: Exterior
TC Dead Load : 5.0 psf
BC Dead Load : 7.0 psf
Max comp. force 1408 Lbs
Quality Control Factor 1.25
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
•
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BWILDIDIVISION
X