2011, 04-08 Permit: 11000829 GarageA
Spokane
Valley
Community Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
Spokane Valley, WA 99206
Tel: (509) 688-0036 PERMIT FEE:
Fax: (509) 688-303
permitcenterPsiokari va1lev.orq
iWorat),1 ConW
RESIDENTIAL CONSTRUCTION PERMIT APP ICATION
(Staff Use Only)
111 NEW CONSTRUCTION 0 ADDITION/REMODEL 9 ACCESSORY BUILDING
DECK
OTHER
SITE ADDRESS: 76,-Z c7 6, ‘. /vc ‘�L_
ASSESSORS PARCEL NO.: cis c 3 y 3c,( LEGAL DESCRIPTION:
BUILDING OWNER NAME: /'
NAME:
R C 4
ADDRESS: S �--.�r—
CITY: STATE:
ZIP:
PHONE:
FAX: CELL:
CONTACT NAME: /) , A
PHONE:
2y—CC��v
FAX: Y ,S 7 (G CELL:
CONTRACTOR NAME: S
MAILING ADDRESS: / �{
U L N �F
CITY:
STATE:
c c
ZIP:,.
PHONE:
q—`o< --v
FAX: CELL:
CONTRACTOR LICENSE No.: /4/ L TQ (3./ / 'e S M EXPIRES: / /2- // Z CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak: 2� r (
Dimensions:
3fX Z:s-
No. of Stories:
L
Total Habitable
Space:
Main Floor SQ FT:
Upper Floor SQ FT:
Zc2
Unfinished Basement SQ
FT:
Finished Basement SQ
FT:
Garage SQ FT:
/34-01°6 c
Deck/Covered Patio SQ
FT:
Impervious Surface
Area:
30% Slopes on
Property:
No. of Bedrooms:
Construction Type:
Heat Source:
Sewer or Septic:
TOTAL COST OF PROJECT: $ Z _s c" c
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construct
be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property o
owner or has permission to represent the property owner in this transaction. 4) All construction is to be
Spokane Valley Development code. Referenced codes are available for review at the City of Spokane
Spokane Valley permit is not a .ermit or approval for any violation of federal, state or local laws, codes
information may be required ,�.� submitted and su. -. -ently approved before this application can be p
Signature
Da
Updated 1-11-11 raye i ui 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit= _Residential_11-11-11.doc
S4k'
.0001/alley
Site Address: 7620 E LIBERTY AVE
Parcel Number: 45063.4301
Zoning: R-2
Fire District: FD 01
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
New project�
Previous pre -app meeting 0
Plan revisions 0
Transmittal Date:
Wednesday, April 06, 2011
Project Number: 11000829
Water District: ORCHARD AVENUE
Applicant:
e-mail:
Contact:
e-mail:
Contractor:
HULTQUIST BUILDERS INC
14516 N FREYA
MEAD, WA 99021
(509) 994-0080
HULTQUIST BUILDERS INC
14516 N FREYA
MEAD, WA 99021
(509) 994-0080
HULTQUIST BUILDERS INC
14516 N FREYA
MEAD WA 99021
(509) 468-7160
Owner: MATTHEWS, ROBERT K & CAROL
7620 E LIBERTY AVE
SPOKANE, WA 99212
e-mail:
Occupant:
e-mail:
Arch / Engineer:
e-mail:
D3
ECIEW
APR U
Project 38 X 28 (2) STORY GARAGE
Description:
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
I
SITE PLA
N
PLAN
S
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokane
�.Va11ey
For City Use Only
PLUS Project Number `}
Project Address
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revised target date.
Your application review TARGET DATE is 1 1,
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re -submittals es project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
➢ Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date, please feel free to contact us if you haven 't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure, you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re -
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE -APPLICANT PINK - BUILDING FILE REV 9/07
This transmittal is being circulated along with the indicated documents for your review. Timely review of the
information is important. Please notify the Project Coordinator as well as the applicant and/or contact of any major
deficiencies. If the documents meet with your approval please notify the Project Coordinator as soon as possible such
that we may include your sign -off on the permit application.
Project Coordinator DAVIS, JENNA Phone: Fax: (509)688-0037
Site Address: 7620 E LIBERTY AVE Project Number: 11000829
Parcel Number: 45063.4301
Zoning: R-2 Water District: ORCHARD AVENUE
Fire District: FD 01
Applicant: HULTQUIST BUILDERS INC
14516 N FREYA
MEAD, WA 99021
(509) 994-0080
e-mail: e-mail:
Contact: HULTQUIST BUILDERS INC Occupant:
14516 N FREYA e-mail:
MEAD. WA 99021
(509) 994-0080
e-mail:
Owner: MATTHEWS, ROBERT K & CAROL
7620 E LIBERTY AVE
SPOKANE, WA 99212
Contractor: OWNER
( ) - 0
Arch / Engineer:
e-mail:
Project
Description: 38 X 28 (2) STORY GARAGE
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
SITE PLA
PLAN
1\
This transmittal is being circulated along with the indicated documents for your review. Timely review of the
information is important. Please notify the Project Coordinator as well as the applicant and/or contact of any major
deficiencies. If the documents meet with your approval please notify the Project Coordinator as soon as possible such
that we may include your sign -off on the permit application.
Project Coordinator DAVIS, JENNA
Phone:
Fax: (509)688-0037
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokes a �'°
—.-
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
permitcenternn,spokanevalley. org
Community Development
Plumbing Permit Application
SITE ADDRESS: 76 2,d C 4-rI
PERMIT NUMBER:
PERMIT FEE:
n Commercial
:12esidential
Building Owner Re„ / ( ��/«
. _
Name: Phone: Fax:
Address: 7 2 G' 4 / t h �� City: SS .-.. //tc-17z7 State: t Zip:
/ / .�/
/�1
Contractor .
Name: Phone: -2-Fax: , f�G
Address: / City: State: Zip:
License No: M.? / 7--4 Q c) G. S - L3 City Business Lic:
Contact/Project Manager:
Phone: j' ye( _ 0 cs G
Name: c'`-. /i/ t/ f .-r , s /
# OF UNITS
PLUMBING FIXTURE ON A TRAP
TOILETS
URINALS
TUBS
SHOWERS (per trap)
SINKS
Lav/Basins, Bar, Floor, Kitchen, Laundry, Utility, Janitor, Photo, X-ray, Food,
Prep/Culinary Meat
DISHWASHER
CLOTHES WASHER
GARBAGE DISPOSAL
WATER SOFTNER
FLOOR DRAIN
Area, Case, Coil, Trench, Condensate
ROOF DRAIN/OVERFLOW DRAINS
FOUNTAIN, DRINKING
WATER PIPING/DRAIN-IN WASTE
Installation, Alterations, Repair, Reversals
1
WATER USING DEVICE
Ice and/or Coffee maker, hose bib, steamer proofer, carbonator, swamp cooler
PRIVATE SEWAGE DISPOSAL SYSTEM
WATER HEATER
If Gas, See Mechanical
INDUSTRIAL WASTE PRETREATEMENT
INCEPTORS
Including traps, vents except kitchen type grease interceptors functioning as fixture traps
REPAIR OR ALTERATION
Water piping, drainage or vent piping
ATMOSPHERIC TYPE VACUUM BREAKER
BACK FLOW PROTECTIVE DEVICE
Other than atmospheric type vacuum breakers
MEDICAL GAS
INCEPTORS
['CASH ❑ CHECK ❑ VISA ❑ MC
Card#
SIGNATURE:
EXPIRES:
VIN:
CURRENT FEES AVAILABLE AT: http://www.spokanevalley.orq/ under the quick links for Forms, Master Fee Schedule.
http://wwwspokanevalley.org/uploads/Community Development/Documents/Forms/Building/PlumbingPermitApplication040309.doc
WALL CONSTRUCTION
MAX.
HEIGHT
10'
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER •
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MIN.3"x 11.26"NET HEADER
----'` a 6' TO 18'
FASTEN TOP PLATE TOHEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3" O.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
1000 LB-"
STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN.WIDTH = 16" FOR ONE STORY STRUCTURE
M4NWIDTH =24"FOR USE IN THE FIRST OF TWO
SibRYSTRUCTURES
MIN. 2x4 FRAMING
3/8"MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
MIN.
DOUBLE
2x4 POST
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
—�� CONCRETE AND NAILED INTO FRAMING)
•
i
SEE SECTION R602.10.3.3
T
TYPICAL PORTAL
FRAME
CONSTRUCTION `-�
FOR A PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24' OF MID -
HEIGHT. ONE ROW OF
TYP. SHEATHING -TO -
FRAMING NAILING IS
REQUIRED.
IF 2x4 BLOCKING IS
USED, THE 2x4'S MUST
BE NAILED TOGETHER
WITH 316D SINKERS
MIN. 1000 LB
TIE DOWN
DEVICE
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
MAX.
HEIGHT
10'
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
TOP PLATE CONTINUITY IS
REQUIRED PER SECTION R602.3.2
EXTENT OF HEADER (ONE BRACED WALL SEGMENT)
MIN. 3"x 11.25" NET HEADER
HEADER SHALL OCCUR AT TOP OF WALL
2' TO 18' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN
FRAMING AS SHOWN (STUDS AND SILLS) TYP.
MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON ------v
BOTH SIDES OF OPENING PER TABLE R602.10.4.1.1
(INSTALL ON BACKSIDE AS SHOWN 014 SIDE ELEVATION)
\__
HEADER SHALL BE FASTENED TO THE KING STUD WIT
6-16D SINKER NAILS
FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE
BLOCKED AND OCCUR WITHIN 24" OF MID HEIGHT. ONE
ROW OF TYP. SHEATHING -TO -FRAMING IS REQUIRED IN EACH
PANEL.
WOOD STRUCTURAL PANEL STRENGTH AXIS
4.R4"11‘,IN— •\
•
I I MIN. LENGTH BASED ON 4:1 HEIGHT -TO -LENGTH RATIO:
I 1 FOR EXAMPLE: 24"MIN. FOR 8' HEIGHT
MIN. (2) 2x4 TYP.
BRACED
[SEGMENT V SEGMENT
PER
R602.10 4
NO. OF
JJACK STUDS
Y PER TABLE
R502.5(1&2)
h h
I I
1
1 I
MIN. 2.5"x '/,e" PLATE WASHER
ANCHOR BOLT PER R403.1.6 TYP.
SIDE
ELEVATION
16D SINKER
NAILS IN 2 ROWS
@3' O.C.
1000 LB HEADER -
T0 -JACK -STUD STRAP
ON BOTH SIDES
OF OPENING
Z/1a' MIN.
THICKNESS WOOD
STRUCTURAL PANEL
SHEATHING
For SI: 1 inch = 25.4 num, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
R602.10.3.3 Method PFI3: Portal frame with
hiirthwns. Method PFH braced wall panels con-
structed in accordance with one of the following provi-
sions are also permitted to replace each 4 feet (1219 mm)
of braced wall panel as required by Section R602.10.3
for use adjacent to a window or door opening with a
full-length header:
1. Each panel shall be fabricated in accordance with Fig-
ure R602.10.3.3. The wood structural panel sheathing
shall extend up over the solid sawn or glued -laminated
header and shall be nailed in accordance with Figure
R602.10.3.3. A spacer, if used with a built-up header,
shall be placed on the side of the built-up beam oppo-
site the wood structural panel sheathing. The header
shall extend between the msiae races of the first
full-length outer studs of each panel. One anchor bolt
not less than 5/8 -inch -diameter (16 mm) and installed
in accordance with Section R403.1.6 shall be pro-
vided in the center of each sill plate. The hold-down :
devices shall be an embedded -strap type, installed in
accordance with the manufacturer's recommenda-
tions. The panels shall be supported directly on a foun-
dation which is continuous across the entire length of
the braced wall line. The foundation shall be rein-
forced as shown on Figure R602.10.3.2. This rein-
forcement shall be lapped not less than 15 inches (381
mm) with the reinforcement required in the continu-
ous foundation located directly under the braced wall
line.
2. In the first story of two-story buildings, each wall
panel shall be braced in accordance with item 1
above, except that each panel shall have a length of
not less thane (610 mm).
R602.10.3.4 Method PFG: at garage door openings in
Seismic Design Categories A, B and C. Where support-
ing a roof or one story and a roof, alternate braced wall
panels constructed in accordance with the following pro-
visions are permitted on either side of garage door open-
ings. For the purpose of calculating wall bracing
amounts to satisfy the minimum requirements of Table
R602.10.1.2(1), the length of the alternate braced wall
panel shall be multiplied by a factor of 1.5.
1. Braced wall panel length shall be a minimum of 24
inches (610 mm) and braced wall panel height
shall be a maximum of 10 feet (3048 mm).
2. Braced wall panel shall be sheathed on one face with
a single layer of/16-inch-minimum (11 mm) thick-
ness wood structural panel sheathing attached to
framing with 8d common nails at 3 inches (76 mm)
on center in accordance with Figure R602.10.3.4.
3. The wood structural panel sheathing shall extend up
over the solid sawn or glued -laminated header and
shall be nailed to the header at 3 inches (76 mm) on
center grid in accordance with Figure R602.10.3.4.
4. The header shall consist of a minimum of two solid
sawn 2x12s (51 by 305 mm) ora 3 inches x 11.25
inch (76 by 286 mm) glued -laminated header. The
header shall extend between the inside faces of the
first full-length outer studs of each panel in accor-
dance with Figure R602.10.3.4. The clear span of
the header between the inner studs of each panel
shall be not less than 6 feet (1829 mm) and not
more than 18 feet (5486 mm) in length.
5. A strap with an uplift capacity of not less than
1,000 pounds (4448 N) shall fasten the header to
the side of the inner studs opposite the sheathing
face. Where building is located in Wind Exposure
Categories C or D, the strap uplift capacity shall be
in accordance with Table R602.10.4.1.1.
6. A minimum of two bolts not less than '/Z inch (12.7
mm) diameter shall be installed in accordance with
Section R403.1.6. A 3/16 -inch by 2'/Z inch (4.8 by 63
by 63 mm) by 2'/2 -inch steel plate washer is installed
between the bottom plate and the nut of each bolt.
7. Braced wall panel shall be installed directly on a
foundation.
8. Where an alternate braced wall panel is located
only on one side of the garage opening, the header
shall be connected to a supporting jack stud on the
opposite side of the garage opening with a metal
strap with an uplift capacity of not less than 1,000
pounds. Where that supporting jack stud is not part
of a braced wall panel assembly, another 1,000
pounds (4448 N) strap shall be installed to attach
the supporting jack stud to the foundation.
s
FIGURE 5.12
Method PFG
(intermittent
portal frame
at garage door
openings in SDC
A, B and C)
IRC Figure
R602.10.3.4
Reformatted for
clarity
DESCRIPTION OF BRACING METHODS
Method PFG (intermittent portal frame at garage door openings in
Seismic Design Categories A, B and C)
Method Material Minimum Thickness Figure Connection Criteria
Wood
PFG structural
panel
7/16"
See Section
R602.10.3.4
Outside Elevation
Extent of header (two braced wall segments) -
Extent of header (one braced wall segment)
Max.
height
10'
6
u
O
m
N
-•
I•
I I
Min. 3" x 11-1/4" net header
Header shall occur at top of wall
/
Header shall be Top plate
fastened to the continuity is
king stud with required per
6-16d sinker nails R602.3.2
Minimum 1000 Ib header -to -
jack -stud strap on both sides of
opening per Table R602.10.4.1.1
(install on backside as shown
on Side Elevation)
2' to 18' (finished width) — -
Braced wall segment
per R602.10.3.4
N Min. (2) 2x4 typ.
No. of jack studs
per Table R502.5(1 &2)
Side Elevation
-16d sinker
nails in 2 rows
@ 3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening
7/16" min.
thickness wood
structural panel
sheathing
Anchor bolts per
R403.1.6 Typ.
Min. 2-1/2" x 2-1/2" x 3/16" plate washer Not to scale
0 Fasten sheathing to header with 8d common nails in 3 in. grid pattern as shown and 3 in. o.c. in all framing
(studs and sills) typ.
+� For a panel splice (if needed), panel edges shall be blocked and occur within 24 in. of mid height. One row of
typ. sheathing -to -framing nailing is required in each panel.
c Min. length based on 4:1 height -to -length ratio. For example: 24 in. min. for 8 ft. height.
Method PFG is new for the 2009 IRC and is a "light" variation of Method PFH (intermittent portal
frame) that is limited to areas of low and moderate seismicity (SDC A, B and C). Like Method
PFH, it is a portal frame bracing method, but it does not include hold downs and it is restricted
to single -story and first -of -two-story applications. Method PFG is a 4:1 aspect ratio -based system
with a 24 -inch minimum length requirement (e.g., for an 8 -foot wall, the minimum length is 96
inches/4 = 24 inches; for a l0 -foot wall, the minimum length is 120 inches/4 = 30 inches). For the
purposes of computing, its bracing length is equal to 1.5 times the length (horizontal dimension)
of the vertical leg. Note the nailing at the sheathing -to -header overlap is the same as Method PFH,
but without nailing the interior studs of the doubled 2x4s at either end of the vertical legs.
87
Spokane
Ual
11703 E Sprague Ave Suite B-34 Spokane Valley WA 99206
♦509.720.5240 ♦ Fax: 509.688.0037 •
Twelve Things You Must Know!!
1. WAC Amendment Table R302.1 Fire Resistant Construction for Exterior Walls - Eave or other projections
for walls less than 5 feet from property lines require one hour fire protection on the underside unless fire
blocking is provided at the wall or no gable end vent is installed. This effectively eliminates any venting at
the exterior wall if within 5 feet of the property line without fire protection.
2. R319.1 Address Numbers — Buildings shall have approved address numbers consisting of a minimum 4
inches high and a minimum stroke width of 1/2 inch plainly legible and visible from the street.
3. WAC Amendment R327.1 Protection Against Radon — State adoption of IRC Appendix F for mitigation
measures applicable for buildings constructed in "High Radon Potential Counties" (Spokane County).
Appendix F Section AF101.1 (WAC Amendment) no longer permits un -vented (conditioned) crawl spaces.
Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amendment to
R408.2 permits 1:300 sq/ft ratios for ventilating crawl spaces.
4. Table R404.1.2(1) Minimum Horizontal Reinforcement for Concrete Basement Walls - Horizontal
reinforcement in all below ground stem walls is required with a minimum of (1) #4 rebar within 12 inches of
the top of the wall and (1) #4 rebar near mid height if Tess than 8 feet, and (1) #4 rebar within 12 inches of
the top of the wall and (1) #4 rebar at 1/3 points if more than 8 feet. Minimum vertical reinforcement is
listed in Table R404.1.2(8).
5. R502.2.2.3 Deck Lateral Load Connection — Hold-down tension devices shall be installed in not less than two
locations per deck, and each device shall have and allowable stress design capacity of not Tess than 1500
pounds.
6. R506.2.3 Vapor Retarder — A 6 mil polyethylene or approved vapor retarder with joints lapped not less than
6 inches shall be placed between the concrete floor slab and the base course or the prepared subgrade
where no base course exists. Exception is detached garages and other unheated accessory structures.
7. R602.10.8 Braced Wall Panel Joints — All vertical joints shall occur over and be fastened to common studs.
Horizontal joints shall occur over and be fastened to common blocking of a minimum 1 1/2 inch thickness.
Exception omits blocking if twice the required minimum length of braced wall panels are provided.
8. R602.10.9 Cripple Wall Bracing — Cripple walls shall be braced with a type and length of bracing as required
for the wall above multiplied by a factor of 1.15 and decreasing the distance between brace wall panels to
18 feet instead of 25 ft.
9. R612.2 Window Sills — Window fall prevention protection similar to guardrails (4 inch diameter sphere) is
required for operable portions of windows Tess than 24 inches above the finished floor, and greater than 72
inches above the adjacent exterior grade or surface below.
10. R702.4.2 Tile Backer Board — Section requires cement, fiber -cement, or glass mat gypsum backers for tile
installation in tub and shower areas and wall panels in shower areas.
11. R703.2 and Table R703.4 — Water Resistive Barrier — Felt, or other approved barrier (house wrap) is
required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such
felt/barrier under panel sidings with shiplap joints.
12. Washington State Energy Code Section 505.2 Exterior Lighting- Luminaires providing outdoor lighting and
permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy
(compact florescent with pin style base or similar efficient light source) lamps. Exception allows
incandescent fixtures controlled by motion sensors with integral photo sensors.
City. of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008
1-1/4" to 2" maximum
Y •
Nosing
of trea.
34"-38"
Handrail
Return ends to wall, or
terminate at newell post
6' 8"
minimum
34" — 38"
Intermediate rail spacing or
pattern so that 4 -inch sphere
cannot pass through
Triangular. area formed by tread,
riser and guardrail so that 6 in
sphere can not pass through
REQUIRED WIDTH OF RUNSHALL
BEPROVIDED INTH IS LOCATION
(SECTION 1003.3.3.8.2)
` 0 NOTE: HANDRAILS NOT
SHOWN FOR CLARITY
REQUIRED WIDTH OFRUNSHALL
RE PROVIDED INTHIS LOCATION
ECTION 1003.3.3.8—Z)
NOTE: HANDRAILS
NOT SHOWN FOR CLARITY
MIN
LIMITATION: APPLIES TO R-3 OCCUPANCY • (SECTION 1003.3.3.8.2)
AND PRIVATE STAIRWAYS IN R-1 OCCUPANCY
STAIRWAY WIDTH
PLAN VIEW
WINDING STAIRWAY
SrTRE1D WIDTH
CHTWIT[-m•1ANT
TSTAIRS SHALL
)THESFLLLI I Ft -r
TiiAN3/8 INCH
)N1003.3.33)
/: S1
PLAN VIEW
CIRCULAR STAIRWAY
WALL.
4
§
U
PLAN VIEW
ALTERNATE USE OF WINDERS
MAXIMUM 912—INCH
RISE BETWEEN TREADS
r•�
�•` 7irr MIN-
`'
COLUMN
CENTER SUPPORT
LIMITATIONS:
1. ONLY APPLIES TO 01•3 OCCUPANCY
AND PRIVATE STAIRWAYS IN
R-1 OCCUPANCIES.
2. LIMITED TO SERVING AS EXIT
FOR 4170 SOUARE FEET MAXIMUM.
PLAN VIEW
SPIRAL STAIRWAY
Stair Dimensions
1
1
1
Width (36" minimum) n
Rise (4" minimum ,8"' maximum)
Run (minimum)
1 The greatest riser hcight within any flight of
stairs shall not exceed the samllcst by more
than 3/8". Stair treads shall be of uniform sizc
and shape, except thc largest trcad run within
any flight of stairs shall not cxcecd thc smallest
more than 3/8 inch.
H tsioSdrails -~%14 -V. ,max
1
One required (two required if stair is open on
sides) if there arc four or more risers.
1 Height (34" to 38" above nosing of treads).
1 Projcction (1-1/2 between handrail and wall).
1 Handrails shall be continuous thc full length
of the stairs. Ends shall be returned or shall
terminate in newt( posts or safety terminals.
Guardrails
1 Required if 30" or more above grade.
1
Hcight (36" high at landings - handrail hcight
at steps).
1 Opcnings (small cnough that a 4" diameter
sphcrc can not pass through).
ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL
p,l;y_yFiE!!I!sP! tMi:itlitli':Iii:?i::II!!�!�_ •,_ •jR?y[Ii;jE'I{ i9^E ,i!' YttiFiErl:
AIRS
HANDRAIL
1'
WALL
NOT ACCEPTABLE
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
• THE "CONTINUOUS' TERMINOLOGY IN THE CODE -
HANDRAIL CONTINUITY
rote that white every effort is made to assure the accruacy of the information
urnent is not intended to address all aspects or regulatory requirements for a
detailed information on a particular project, permit, or code requirement refer
he appropriate division or staff.
MIN
1.1/4'TO2' 1+h-
�. MIN.
1-114' TO S
r 1
NOTACCEPTABLE
1-1/4' 1'f
TOa', MIN
3'h" MAX.
NOT ACCEPTABLE
contained in this brochure it is not warranted for accuracy.
project and should serve as a starting point for your investiga-
directly to applicable file and/or code/regulatory documents or
j�
•
11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 • cityhall®spokanevalley.org
Robert Matthews
7620 E Liberty Ave
Spokane Valley, WA 99212
Ref: Residential Permit Paving Waiver
Dear Mr Matthews,
April 13, 2011
You are hereby granted a partial waiver from the paving requirements contained in
Spokane Valley Municipal Code Section 19.40.020 (B) which states, "All residential
driveways and off-street parking areas shall be paved with asphalt, Portland cement,
grasscrete, paver blocks or other equivalent hard surface material."
This waiver is granted only for 7620 E Liberty Ave, Project No. 11000829, a 1360 square
foot garage building. The requirement to pave the existing improved gravel drive is
waived however, you will be required to pave the drive from the end of the existing
driveway to the concrete apron of the new garage.
This decision to waive the paving requirement was predicated on the following:
1. The existing residential character of your neighborhood and the prevalence of
gravel driveways.
2. The improved nature of the existing driveway.
3. The substantial cost burden imposed by the length of the proposed driveway.
You are required to notify the City of Spokane Valley if any of these conditions change.
This waiver may be revoked at any time should the conditions of use change such that the
City of Spokane Valley determines paving is warranted. At that time you will be
required to obtain the necessary approval and pave the driveway.
Kathy McClung
Community Development Director
Attachments: Paving Waiver Request
Proposed Site Plan
April 15, 2011
Dear Planning Department, Spokane Valley, Washington,
RECEIVED
APR 1 9 2011
SPOKANE VALLEY
DEPARTMENT CF
COMMUNITY DEVELOPMENT
We have recently submitted a waiver request regarding the requirements to pave from a 3 car garage to
Liberty St, at 7620 E. Liberty.
I received an email from Marty yesterday, that the request was denied. I am the builder, building the
garage for the Matthews, and laying in bed this morning, thinking about why it was refused, made me
think about the possibility that the homeowner may have been addressing the wrong issue in presenting
his waiver. After talking with Marti on the phone today, it appears the real issue is whether or not this
building is in fact a 3 car garage, or a shop/seasonal vehicle storage building.
I normally build homes, and very, very seldom build shops. Out of habit, I had labeled the shop, a 3 car
garage, as it had 3 garage doors. I didn't foresee the significance of labeling it a 3 car garage, verses a
shop; nor the impact it would have. To me, it was one in the same. After talking with Marty today, we
have a better understanding of what we are addressing in our waiver, and ask that you re-evaluate the
waiver request. Because of the impact involved, I have clarified the description of the building, and
reasons for calling it as such, below. Please consider the following thoughts regarding our request.
• I have attached a revised set of plans with this waiver, showing the correct labeling of the shop.
• On the site plan, I also show the present parking area next to the house, of which the home
owners intend to continue using on a daily basis.
• Please note the distance from the house to the shop. It is 42 ft. On the previous site plan, I had
improperly positioned the shop distance from the house, and is now another 14 ft further away
from the house. At it present location, of 42 ft away from the house, it is quite evident that the
shop is a considerable distance from the house and not conducive for daily use as a detached
garage.
• It would make sense to me, that if the homeowners had intended this to be a garage for daily
use, they would have attached a 2 car garage to the house at the current parking area shown on
the site plan, or if they wanted a bigger garage, the logical place to put an attached or detached
garage would have been in front of the house on the west property line, not in the back.
• The location of the shop and its distance from the house, indicates a very typical location for
shops in general. Typically, shops are located in the back yard, with a separation between the
house and shop, for a yard, when room permits. In this case, 42 ft seems more than adequate
for a nice yard.
i.
I hope this has helped in your re-evaluation of our request. I apologize for the confusion in our first
request, and hopefully this has helped clarify the situation regarding the use of the building. It doesn't
make sense to me why they would build a garage so far away from the house, when they have options
of attaching it to the house as mentioned above. I can only assume that the intended use of the
building, would be as stated, a shop.
Thank you for consideration of this waiver.
Respectfully submitted,
Dan Hultquist
Hultquist Builders Inc
April 11, 2011
Dear Planning Department, Spokane Valley, Washington
We have submitted plans to construct a garage/shop on our property at 7620 E. Liberty, Spokane Valley, and are
submitting this request for a waiver. The requirement to pave the driveway is a real hardship for this property and we
submit the following reasons for a waiver:
1. This property is one of the earliest homes built in the neighborhood and grandfathering seems very
plausible. The house was built in the mid -1930s and was built without a garage. The property is four lots
deep and the house sits very deep in the lot compared to the other homes in the area. The garage/shop we
would like to build will be in the back of the lot and will not be seen from the street. It would not seem out
of place to allow the current driveway arrangement to remain.
2. The neighborhood is old and over half of the homes have gravel driveways. I took a survey of the immediate
and adjacent blocks on Liberty Avenue. Of the 30 properties I surveyed, only five had paved approaches and
fifteen had gravel driveways. Of the paved driveways, three were one-half paved and one half gravel, and sev-
eral were paved but badly broken up. The homes with paving, are very close to the road, not requiring near
the expense I would have to put forth with my home, and especially my garage, being set back so far from
the road. Included with this request is the survey as well as some photos.
3. My home sits very deep in the lot. This has already cost me dearly for sewer hookup. The current driveway
has been improved with three loads of basalt material. It is 15' wide and 140' long, which ends just at the
edge of the house. From there to the apron of the proposed garage/shop is another 75 feet. At 215 feet
long by 15 feet wide, asphalt would put the construction out reach for us. I'm on a missionary payroll,
teaching at Moody Aviation at Felts Field. The garage/shop is already a stretch for us.
4. We purchased this property almost three years ago and it needed a lot of work. We have put a lot of time
and money into cleaning out mounds of overgrowth, landscaping and driveway, and trying to be a good
neighbor by making our house look presentable. The garage/shop is not just another pole barn, but is
a nice looking stick and frame structure with a large concrete apron. The plans have been trimmed sev-
eral times to make them affordable yet appealing. The additional cost of over 3000 square feet of asphalt
makes our plans out of reach. Mr. Hultquist is giving us a good price on the construction, and we in turn
are helping him eat!
We are hoping this waiver works out.For these reasons we respectfully request a waiver.
Robert K. Matthews, Jr.
Address Paved driveway? Paved Approach?
3402 Park no no
7520 Liberty no no
7524 Liberty 15' broken asphalt no
3403 Edgerton no no
7603 Liberty pavement approach
7604 Liberty pavement no
7607 Liberty no pavement no
7610 Liberty pavement no
7617 Liberty 1/2 pavement 110
7620 Liberty 110 no
7621 Liberty 1/2 pavement no
7622 Liberty broken pavement 110
7703 Liberty paved 110
7706 Liberty 1/2 paved no
7709 Liberty 110 no
7717 Liberty no no
7714 Liberty no no
3308 Ely 110 110
3309 Ely 110 no
3223 Ely pavement pavement
3212 Ely no no
3209 Ely pavement pavement
7705 Euclid no 110
7617 Euclid pavement pavement
7611 Euclid 110 110
7605 Euclid no 110
3226 Edgerton pavement pavement
3306 Edgerton pavement 110
3310 Edgerton pavement pavement
3314 Edgerton no 110
7622 E.Liberty Ave.
(our next door neighbors)
7607 E. Liberty Ave
7620 E. Liberty Ave. (Our House)
3-
0
ROOFING
• CO3IPOSIT SHINGLE
-3 TAB
FRONT ELEVATION
LEFT smE ELEVATION
NOT TO) SCALE
EMERGENCY EORESS REOUIRRMENTS
FROM SLEEPING ROOOR
IF:RO 1 -,RoMm,-
"PAGE SCALE: 1/0"
WIAA.11,OWS, while
INN
REAR ELEVATION
Riq--n-,siDE ELEVATION
0
-DATE
4,/://,2o-il
-R_Fv. DATE.
co/00/00
LA\DING required on both sides of exit doors with min. size of 3 R. measured in
direction of Havel by 3 Ft. or width ofdoor if greater; and not lower than I '6 in.
below threshold. Landing required at otlicr cxtcrinr doors is n minimum size of 3 ft
travel distance by width of door, and not -lower than 7 % in. below threshold
provided the door does not swing over the lauding. •
36'-0 5/16"
30'-1 11/16'
61-13/151
GARAGE
se wR
Alternate
- Brace Panel
ID ▪ R602. i o.3.3
0
r
W
V1
S
�i
I
R602.10,1.2 Brace Wall Panel min. 48 in.— 96 in.
R602.10.4 Continuous Wood Structural Panel Sheathing
R602.10.3.2 Alternate Brace Wall Panel min.28in.-42in.
R602.10.3.3 Portal Frame wfJnld-downs min 16in 24in.
R602.10.3.4 Portal Frame Garage min 24 in.
IBC 2305 Engineered Shear Wall Bracing
7U07AL t"oAl. I NC,
CAN
WALL
38'-0 5/16"
30'-1 11/16
I
-16'0 6/16"
7' 1615/16-
3 CAR c�}R<tCI E
I .NFI N ISttEP 3ON(.S ROOM
LIVING AREA
Minimum depth for frost protection 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.
MonoNhio Dating In slab
Flni.5515.41 ION NOI'e5
FOUNDATION WALLS - 3000 # p :
SLABS, GARAGES, CARPORTS
& PORCHES .3500 # PSI
1-,'Z, `T,.:: -c., f,et"'? ICJ
Alternate
Brace Panel
R602.103,3
SIDE DOOR DROP 5°,
GARAGE DOOR FOUNDATION DROPS 6"
OF ATTIC AREA
VVALTSH,SLES SHALL BE FASTENED
ACCORD,. 70 KiNLFACTJR,R5 INSTRIKTICNS
TO SOLIDLY ROOFS NOT LESS
ZHNOLES e NGLE. ra�6g
TRUSSADIVIOUSrE TRU. DATA SHEET
ENGINEER. ROOF 'MUSSES PT 24'0 C
DATA ZREETSMO WT 76 WITH W
6/ 89//1tttSi3,33'ill \
0.3
lECEIEIC
/TOP OF rounoA
PACT[ SCALE: 1/0°=1'
CROSS SECTION A
STAIRWAYS: Minimum width 36 in. with min. tread
run of 10 in., max. rise of 7 3/ in. & nosing of 1/4-1 1/4 in.
Min. 6 ft. 8 in. headroom. Foelosed usable space under
stairways requires 1 hour fire protection of 1/ in. GWB
43E02013
REV. 03.1
OD1oo/00
2
3
WOOD WALL SYSTEM 2'X 6° X 9' STUDS W/ VERTICAL SIDING
NOT TO SCAL0-
OE iNG
WPa,flv+..ct0Nocn
Ice Barrier -Two layers of
underlayment cemented to-
gether or self adhering poly-
mer modified bitumen sheet
24" inside exterior wall
SULATION
2,08 TOP PLATE
Usx.c4 5,8 STUDS
S(T€ PLANE
SCALE: 1'=30'
Horizontal Reinforcement for Wall Height-
< 8 ft: (1) #4 w/in 12" of top & (1) ,f,'4 ut mid height,
> 8 ft: (1) #4 w/in 12" of top & (1)1t4 (a 1/3 points,
Vertical Rebar for > 4 ft- See Table 8404;1.2(8)
Pressure treated or naturally durable wood is required for sills
and sleepers on a concrete or masonry slab that is in direct
contact with the ground unless separated from such slab by an
impervious moisture barrier.
/ tLs„�,ras�,ao
l� srnce rvc
DRIP EDGE
xax,r6 LP VERTICAL
AI,E, SONG
ROOF SYSTEMS - 2” X 4" TRUSSES. 9/12 PITCH,12" OVERHANG
NOT TO SCALD
3
TYP. 1 -STORY (a] GARAGE
Anchor Bolts- Min. 1/.' x 9"
with 7" concrete embedment
at 6' o.c. and 12" from ends
of sill plates.
NOTTOSCA LE
NOT TO SCA L6
roan TT,2771
Figure 1. Gonstruc[Ion details for titc APA Narrow Wall Bracing Mothod without hold -dooms
.A7
Page cf2
FILEE
TO ,FEE:E4,EIEL
,sr�Ma�L
FROMT rJ Fvnno5
4A 0050160 n s—u:..nrz
515E Lzvanox R1h9I ''....
4.7 /2011
"ELEV. DA 10
00/00/00
3
3
Driveway Approach Deviations, relocations or alter-
ations to existing or designated driveway approaches in
subdivisions will require a right of way permit address-
ing storm water engineered configuration and sizing.
Driveway Approach Inspections After framing ap-
proach and prior to concrete pour or asphalt placement,
a right of way inspection is required to ensure proper
installation. Inspection request line 869-5673.
PROVIDE DIAGRAMS AND
EN ;E-ERINC LAYOUTS FOR
.':;;-= TRUSSES, BEAMS AND
F' 3 SYSTEMS r R OR TC
r. 0 N
THESE PLANS MUSTBE KEPT
ON THE JOB SITE
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS