2010, 05-04 Permit App: 10000559 Garage,
Project Number: 10000559 Inv: I
Application Date: 5/4/2010
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 20 X 24 GARAGE Contact: BLY, JOHN PAUL & DEE A
Address: 11107 E 28TH AVE
C - S - Z: SPOKANE, WA 99206-7110
Setbacks: Front Left: Right: Rear: Phone: (509) 922-4858
Group Name:
Site Information Project Name
Plat Key: 001393 Name: KOKOMO TOWNSITE (FEES) District: Sout
Parcel Number: 45283.3911 Block:
SiteAddress: 11107 E 28TH AVE
Location:: CSV
Zoning: R-3 SF Res District
Water District: 007 MODEL
Area: 14,300 Sq Ft Width: 110
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Lot:
Owner: Name: BLY, JOHN PAUL & DEE A
Address: 11107 E 28TH AVE
SPOKANE, WA 99206-7110
Hold: ❑
Depth: 130 Right Of Way (ft): 70
Review Information:
Review
Building Plan Review
Originally Released:
Driveway/Approach
Released By:
3/4/2010 By: tmelbourn A*taUA�6�
Released By:
%V
170
r,
REQUIRED
Originally Released: 5/4/2010 By: TMELBOU
Landuse/Zoning/HE Conditions Released By:
As per SVMC 19.40.020B All residential driveways shall be paved... with an approved hard surface
material.
Originally Released: 3/3/2010 By: tschmidt
Permits:
Operator: JD Printed By: jmm Print Date: 5/4/2010
Page 1 of 2
Project Number: 10000559 Inv: I Date: 5/4/2010 Page 2 of 2
� Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: OWNER
Firm: OWNER
Phone: (000) 000-0000
Permit Type
Fee Amount
This Application:
Total Project:
Description Grp Type
Notes
Sg Ft Valuation
SQ Ft Valuation
GAR WOOD U-1 VB
$182.25
480 $9,120.00
480 $9,120.00
$231.06
Totals:
480 $9,120.00
480 $9,120.00
Item Description
Units
Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
1
SELECT
$181.25
ACCESSORY PLANS REVIEW
1
SELECT
$45.31
WSBCC SURCHARGE
1
SELECT
$4.50
Permit Total Fees:
$231.06
Notes.,.,....x��.>. _ .,�._
._..._...
APPROACH PERMIT REQUIRED
As per SVMC 19.40.020B All residential driveways shall be paved... with an approved
hard surface
material.
Payment Summary:
Permit Type
Fee Amount
Invoice Amount
Amount Paid
Amount Owing
Building Permit
$231.06
$231.06
$48.81
$182.25
T • 1
$231.06
$231.06
$48.81
$182.25
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: jmm Print Date: 5/4/2010
Permit Center `
OF 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: ' J
Spcmokane Tq
Spokane Valley, WA 99206 PERMIT FEE:
�
Valle (509)688-0036 FAX: (509)688-0037
Y, www.Mokanevalley.org
Community Development
Residential Construction ❑ New Construction Accessory Bldg
Permit Application ❑ Addition/Remodel /❑ Deck
❑ Other: __ - ---- _.- ----�
SITE ADDRESS:
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
Name - --a,,4
Address`.
Ci State: ZEll
Phone: x:
Contact Person
Nam
Phone: t,:�>-'I cj
Describe the scope of work in detail:
Proposed Use:
RE(A
Contractor: t
Name: C—h—
ubmittat
Address:
TOTAL HABITABLE SPACE:
City:
State: Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
IMPERVIOUS SURFACE
Cost of Project: $ r S vti t-)
1
**************Tha fnllnwina 1ViT1CT he rmmplete: (write N/A if not aDDlicable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
-")-o 'S-
MAIN FLOOR TO SQ.
2 FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG:
AREA:
FINISHED BASEMENT
GARAiPE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
SQ. FTG:
a t�
ERTY:
# OF BEDROOMS:
DNSTRUCT ON TYPE:
HEAT SOURCE:
SEWE 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 proc sed.
\ DATE:
SIGNATU 1't, 0
Method of Payment:
❑ Cash Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 2/15/07
m
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
❑ SITE PLAN
❑ Property lines and dimensions ❑ Setbacks to property lines
❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings
❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location & sizes
❑ Utilities, septic tank/drain field locations and distances ❑ Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations (Front/Rear/Sides) with roof peak and wall height including basement:
❑ Foundation Plan (crawispace, basement or slab on grade):
❑ Footing sizes and locations ❑ Supporting wood cripple walls or beams
❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting
❑ Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished) with dimensions:
❑ Floor Joist direction, size and spacing ❑ Window and door location and sizes
❑ Header, beam or concrete lintel sizes ❑ Window well locations if applicable
❑ Brace wall panel locations ❑ Room usage labels
❑ Water heater and furnace locations ❑ Smoke detector locations
❑ Exhaust fan locations ❑ Attic and crawl space access locations
❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction
❑ Roof Plan:
❑ Engineered truss direction and spacing
❑ Rafter and over frame direction, size and spacing
❑ Wall Section Detail including:
Roof
❑ Slope/ roofing material/ underlayment/ ice dam protection
❑ Sheathing size and type
Ceiling
❑ Joist size and spacing
Wall
❑ Height/ top plate/ stud size and spacing/ sole plate
❑ Exterior sheathing size and type
Floor
❑ Joist size and spacing
Foundation Wall
❑ Concrete or Masonry unit width
❑ Earth to wood separation distance
Footing
❑ Size
Radon
❑ Passive system with Emil vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/ side view/ dimensions
❑ Floor Joist/ decking direction, size and spacing
0 Stairway tread rise & run and nosing
❑ Ridge, eave and valley lines
❑ Beam and girder size and location
❑ Truss or rafter size, spacing & connection
❑ Attic insulation/ air space baffle/ ventilation
❑ Size of ceiling gypsum wall board
❑ Siding/ exterior house wrap/ anchor bolts
❑ Insulation, vapor barrier, gypsum wall board
❑ Sheathing or concrete floor size/ insulation
❑ Footing bottom to finished ground level depth
❑ Horizontal & vertical reinforcement if any
❑ Reinforcement if any
❑ Active system with 6 mil vapor barrier
❑ Footings/ post/ and beam size and locations
0 Handrail / Guard height & spacing
00010�
Sp®kane
jValleyx
Community Development Building Division
11703 E Sprague Ave Suite B3 Spokane valley WA 99206
Inspection Request Line: 509-688-0054
All inspections are scheduled through this line
THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION
***Inspection requests must be scheduled before 7:00 am
the morning of the desired date of inspection***
To call in an inspection request:
1. Call the Inspection Request line: 509-688-0054
2. When prompted, indicate your inspection area as checked below:
EAST AREA Press 1"
® SOUTH AREA Press "2"
NORTH AREA Press "T'
3. Leave the following information:
Project number: 0--
Project Address: l// b i c, Z 8 -JJ—
Type of Inspection
Your phone number
Your preference for AM or PM inspection time ***
Special arrangements for access
*** The inspector will make every effort to accommodate your preference.
Depending on workload, the inspector cannot guarantee AM or PM inspection.
4. To speak directly with the inspector, please call their direct line between 7:00 am -7:30 am.
Spokane
..jValleyk
Community Development Building Division
11703 E Sprague Ave Suite B3 Spokane Valley WA 99206
PROJECT INSPECTION RECORD
Inspection Request Line: 509-688-0054
All inspections are scheduled through this line
THIS CARD MUST BE POSTED ON THE JOB SITE AT THE TIME OF INSPECTION
PROJECT NO: 10- vsS'�
PROJECT ADDRESS: /// 0 -7 L Z Y4 -
Inspection
Date
Notes
Corrections
Left?
Approved
Inspector
SETBACKS
FOOTINGS
REINFORCEMENT
UNDERGROUND
RADON
DRAIN/WASTE/VENT
WATER PIPING
DUCT WORK
GAS PIPING
HOOD DUCT
HOLDDOWNS
SHEAR/BRACE WALL
SHEATHING
FRAMING
INSULATION
CEILING GRID
FIREWALL/GWB
FIRE PROTECTION
HOOD/DUCT
APPROACH/ROW
OTHER REQ:
FINAL: FIRE
FINAL: PLANNING
FINAL: ENGINEERING
FINAL: BUILDING
a�aiat"��I yi4 t;
SCITY
p6lfane
,,;oOValle °
Y
For City Use Only
PLUS Project Number 1 -
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
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 as 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 heardfrom 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 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
WASHINGTON STATE ENERGY CODE
TABLE 6-2
PRESCRIPTIVE REQUIREMENT So" FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
* 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 complying with note 3. 'Adv' denotes Advanced
Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling
and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation.
Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of
ceiling area for any one dwelling unit.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12, 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-10 insulation.
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C.
10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in
glazing area limitations.
11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement.
34 Effective July 1, 2007
Glazing
Glazin U -Factor
Wall12
Walls
Wall.
Slab
Option
Area' .
Doors
Ceiling2
Vaulted
Above
into
ext4
Floors
on
% of Floor
Vertical
Overhead"U-Factor
Ceiling
Grade
Below
Below
Grade
Grade
Grade
I.
12%
0.35
0.58
0.20
R-38
R-30
R-21
R-21
R-12
R-30
R-10
int?
II.*
15%
0.35
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-5$
III.
17%
0.32
0.58
0.20
R-38
R-30
R-19 +
R-21
R-12
R-30
R-10
R -5s
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
int' /
U=0.029
F=0.54
and R-2
U=0.054
Occupancies
Only
V.
Unlimited
0.35
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
Group R-3
R -5s
and R-4
Occupancies
Only
VI.
Unlimited
0.30
0.58
0.20
R-49 or
R-38
R-21
R-21
R-12
R-30
R-10
Group R-3
R-38 Adv
int?
and R-4
Occupancies
Only
VII.
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
int? /
U=0.029
F=0.54
and R-2
U-0.054
Occupancies
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 complying with note 3. 'Adv' denotes Advanced
Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling
and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation.
Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of
ceiling area for any one dwelling unit.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12, 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-10 insulation.
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C.
10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in
glazing area limitations.
11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement.
34 Effective July 1, 2007
2006 IRC
Sib C=rr+-�
Ten Things You Must Knozvl.� �� 5� �. c�• ;+`��p
� D l
1. 8105.2 "Work Exempt From Permit"— Spokane County will maintain the 200
sq/ft threshold for one-story detached accessory structures used as tool and storage
sheds, or similar uses.
2. Table R301.5 "Live Loads" — Attic storage is clarified in the footnotes of this table.
An example: If two or more adjacent trusses with the same web configuration
contain a rectangle 42 inches or greater in height by 24 inches or greater in width,
located within the plane of the truss, a 20 gslliveload must be atiphed to the desien
of the bottom chord components affected.
3. R319.L5 "Exposed Glued -laminated Timbers" — Those portions of glu-lam
timbers that form structural support -of buildings /structures and are exposed to the
weather, and not protected by a roof, eave, or similar covering shall be pressure
treated, or naturally durable wood.
4. WAC AMENDMENT 8327 "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 AM 01.1
(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 Amends R408.2, permitting 1:300 sq/ft ratios for ventilating crawl
spaces.
5. R406.1 "Foundation Damp -proofing" — Language change removes "habitable or
usable spaces", and replaces with "foundation walls that retain earth and enclose
interior spaces and floors below grade..." effectively requiring damp -proofing of
crawl space foundation walls. R406.2 similar for water -proofing.
6. R613.2 "Window Sills" — New section requires protection similar to guardrails (4"
dia. sphere) for operable portions of windows less than 24 inches above the finished
floor, and greater than 72 inches above the adjacent exterior grade or surface below.
7. R702.4.2 Tile Backer Board — Requires cement, fiber -cement, or glass mat gypsum
backers for tile installation in tub and shower areas and wall panels in shower areas.
8. R703.2 and Table R703.4 "Water -resistive Barrier" — Felt, or other approved
barriers (house wrap) are now required over all exterior wall studs or sheathing, and
there is no longer an exception for not requiring such felt/barriers under panel
sidings with shiplap joints.
9. R703.8 "Flashing" — The provisions for self -flashing windows (use if the window's
mounting flange) has been eliminated. Approved corrosion -resistive flashings must
be applied shingle fashion at all door/window openings. R613.1 requires window
manufacturers to provide installation/flashing instructions for each window.
10. Washington State Energy Code Section 505.3 "Outdoor Lighting" —
Luminaries providing outdoor lighting and permanently to residential buildings must
be high efficiency (compact fluorescent) bulbs with pin style base. Exception allows
incandescent fixtures controlled by motion sensors with integral photo sensors.
TABLE R602.10.5
LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa, b•`
For SI: I inch = 25.4 mm, I foot = 305 mm, I pound per square foot = 0.0479kPa.
a. Linear interpolation shall be permitted.
b. Full -height sheathed wall segments to either side of garage openings that support light frame roofs only, with roof covering dead loads of 3 psf or less shall be per-
mitted to have a 4:1 aspect ratio.
c. Walls on either or both sides of openings in garages attached to fully sheathed dwellings shall be permitted to be built in accordance with Section R602.10.6.2 and
Figure R602.10.6.2 except that a single bottom plate shall be permitted and two anchor bolts shall be placed at 113 points. In addition, tie -down devices shall not be
required and the vertical wall segment shall have a maximum 6:1 height -to -width ratio (with height being measured from top of header to the bottom of the sill
plate). This option shall be permitted for the first story of two-story applications in Seismic Design Categories A through C.
R602.10.5 Continuous wood structural panel sheathing. When
continuous wood structural panel sheathing is provided in
accordance with Method 3 of Section R602.10.3 on all sheathable
areas of all exterior walls including areas above and below
openings, braced wall panel lengths are not required to be in
accordance with Section R602.10.4 provided they are in
accordance with Table R602.10.5. Wood structural panel
138 sheathing shall be installed at comers in accordance with Figure
R602.10.5. The bracing percentages in Table R602.10.1 for
Method 3 shall be permitted to be multiplied by a factor of 0.9 for
exterior walls with a maximum opening height that does not
exceed 85 percent of the wall height or a factor of 0.8 for exterior
walls with a maximum opening height that does not exceed 67
percent of the wall height.
ORIENTATION OF STUD MAY VARY, SEE FIGURE R602.30 1
16d NAIL A712IN. O.C. GYPSUM WALL INSTALLED
A 11 / / ACCORDANCE WITHRCHAPTER 7 IN
8d NAIL AT6IN. O.C. 8d NAIL AT 12 IN.O.C.ON ALL WOOD STRUCTURAL PANEL
(ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE
PANEL EDGES WITH TABLE R602.30)
16d NAIL AT 12 IN, O.C.
For SI: 1 inch = 25.4 mm.
Gypsum board nails deleted for clarity.
(a) OUTSIDE CORNER DETAIL
ORIENTATION OF STUD MAY VARY, SEE FIGURE R6023(2)
GYPSUM WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER 7 (INTERIOR)
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(l )
8d NAR. AT 6 IN, O.C. ALL FRAMING
MEMBERS AT PANEL EDGES AND 12 IN_
O,C.ON ALL FRAMING MEMBERS NOT
AT PANEL EDGES
(b) INSIDE CORNER DETAIL
MINIMUM LENGTH OF BRACED WALL PANEL
(inches)
MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL
(% of wall height)
8 -foot wall 9400t wall 10 -foot wall
48
54
60
100
32
36
40
85
24
27
30
65
For SI: I inch = 25.4 mm, I foot = 305 mm, I pound per square foot = 0.0479kPa.
a. Linear interpolation shall be permitted.
b. Full -height sheathed wall segments to either side of garage openings that support light frame roofs only, with roof covering dead loads of 3 psf or less shall be per-
mitted to have a 4:1 aspect ratio.
c. Walls on either or both sides of openings in garages attached to fully sheathed dwellings shall be permitted to be built in accordance with Section R602.10.6.2 and
Figure R602.10.6.2 except that a single bottom plate shall be permitted and two anchor bolts shall be placed at 113 points. In addition, tie -down devices shall not be
required and the vertical wall segment shall have a maximum 6:1 height -to -width ratio (with height being measured from top of header to the bottom of the sill
plate). This option shall be permitted for the first story of two-story applications in Seismic Design Categories A through C.
R602.10.5 Continuous wood structural panel sheathing. When
continuous wood structural panel sheathing is provided in
accordance with Method 3 of Section R602.10.3 on all sheathable
areas of all exterior walls including areas above and below
openings, braced wall panel lengths are not required to be in
accordance with Section R602.10.4 provided they are in
accordance with Table R602.10.5. Wood structural panel
138 sheathing shall be installed at comers in accordance with Figure
R602.10.5. The bracing percentages in Table R602.10.1 for
Method 3 shall be permitted to be multiplied by a factor of 0.9 for
exterior walls with a maximum opening height that does not
exceed 85 percent of the wall height or a factor of 0.8 for exterior
walls with a maximum opening height that does not exceed 67
percent of the wall height.
ORIENTATION OF STUD MAY VARY, SEE FIGURE R602.30 1
16d NAIL A712IN. O.C. GYPSUM WALL INSTALLED
A 11 / / ACCORDANCE WITHRCHAPTER 7 IN
8d NAIL AT6IN. O.C. 8d NAIL AT 12 IN.O.C.ON ALL WOOD STRUCTURAL PANEL
(ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE
PANEL EDGES WITH TABLE R602.30)
16d NAIL AT 12 IN, O.C.
For SI: 1 inch = 25.4 mm.
Gypsum board nails deleted for clarity.
(a) OUTSIDE CORNER DETAIL
ORIENTATION OF STUD MAY VARY, SEE FIGURE R6023(2)
GYPSUM WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER 7 (INTERIOR)
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(l )
8d NAR. AT 6 IN, O.C. ALL FRAMING
MEMBERS AT PANEL EDGES AND 12 IN_
O,C.ON ALL FRAMING MEMBERS NOT
AT PANEL EDGES
(b) INSIDE CORNER DETAIL
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 ROOFING MATERIAL c.O&'4 P SKtnl &,L&S
bV 22'x 30" MFR'G TRUSSES o�zlf"oG
IS* fZ00 fri A1 CY
mpep- BAFFLE
HIARRICAW j4 L -N-1 t+ 1.4 6r OS6
R3 $ INsuLArloN _40# felt for ice
dam protection
—� Ta 2.4rtASt acs:
�- )C rta(UR UJAU-
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T FASCIA 6 .
FINISHED $[DING
5HEATHIN5 41 US8
�Cs.WB. /21ti
STUD WALL
2 x&
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1 J_ -
FLOOR 51'STEM
vsjCom %L- vtiPaa �a4tiRtt=0-
INJJL4TIGN
TREATED 2-Xf=-
WD. PLATE
NSLA L-*krooAtd
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Anchor Bolts- Min. '/z"x 9"
with 7" concrete embedment
at 6' o.c. and 12" from ends
of sill plates.
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6" TpM TOP PLATE ISO f ROOF PLAN
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1/4" = 1'-0"
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MAIN LEVEL PLAN
T.O. Foundation
GARAGE
- - - - _1' _ 0.,
T.O. FOOTING
n
_g_6" V
FOUNDATION
PLAN
3'-0"
- ROOF PLAN /1
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0'-0"
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FOUNDATION
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- ROOF PLAN /1
T.O. Foundation
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GARAGE
_
TO. FOOTING -V n
-- - - -2'_6
FOUNDATION
PLAN
REAR 3' - 0"
t
1/4"= 1'-0"
PROJECT NAME:
BLY
GARAGE
REV DATE
1 2Ii D10 FINAL PLANS
PERMIT DATE:
Issue Date
SCALE:
114"- V-0"
DRAWN BY:
JAG
SHEET NAME:
ELEVATIONS
SHEET NUMBER
A-1
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PROJECT NAME:
BLY
GARAGE
REV DATE
1 2Ii D10 FINAL PLANS
PERMIT DATE:
Issue Date
SCALE:
114"- V-0"
DRAWN BY:
JAG
SHEET NAME:
ELEVATIONS
SHEET NUMBER
A-1
coJ
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20'-0"
48" BW 48" BW
5.OFE; CONatre FLOOR 4" FROM BALK
TO FRONT
R602.10.4 Brace Wall
R602.10.5 Continuous
R602.10.6.1 Alternate
R602.10.6.2 Alternate
IBC 2305 Engineered
Panel min. 48 in.— 96 in.
Wood Structural Panel Sheathing
Brace Wall Panel min.28in.-42in.
Brace Wall Panel min.16in.-24in.
Shear Wall Bracing
OMAIN LEVEL PLAN
1/2" = 1'-0"
OFOUNDATION PLAN
1/2" = 1'-0"
PHONE:(509) 315-5093
LU
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Baamrmrt FMbhao:
0SF
Bawnrrt UnenlNnd:
0 9
Total FbrINMd:
0 B
Gamma:
ISO SF
BYerwnl Plat. NL
N/A
Mole Fir. P10 4 Hr.
a t-tir
Upper Flr. Pb to Nt.
N/A
1 PROJECT NAME:
BLY
GARAGE
REV
DATE
2/17/10 FINAL PLANS
A
A
PERMIT DATE:
Issue Date
SCALE:
12" = 1'-0"
DRAWN BY:
JAG
SHEET NAME:
FLOOR PLAN
SHEET NUMBER
A-2
'
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3'-2" MOW IN
FOUNDATION WALL
FOR MMI DOOR
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.
CONCRETE TO COMPLYTO IRC TABLE 404.1.11)
6" FOI2Jt1A1ION WNL FOUNDATION WALLS - 3000 # PSI
ON 6" x12" FOOTINGS SLABS, GARAGES, CARPORTS
& PORCHES -$500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
Pressure treated or naturally durable wood is required for sills
Pressure
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.
CONTINUOUS FOOTING
UNDiR GARAI2 DOOR
Cir)
9'-2" BULKOUIIN
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1
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.--
FOIMMION WALL FOR
GARAGE DOOR
16-2"
�1'-11"�
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20'-0"
OFOUNDATION PLAN
1/2" = 1'-0"
PHONE:(509) 315-5093
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(SQUARE FOOTAGE 1
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Upper Floor.
0SF
8000. Nome:
0SF
Baamrmrt FMbhao:
0SF
Bawnrrt UnenlNnd:
0 9
Total FbrINMd:
0 B
Gamma:
ISO SF
BYerwnl Plat. NL
N/A
Mole Fir. P10 4 Hr.
a t-tir
Upper Flr. Pb to Nt.
N/A
1 PROJECT NAME:
BLY
GARAGE
REV
DATE
2/17/10 FINAL PLANS
A
A
PERMIT DATE:
Issue Date
SCALE:
12" = 1'-0"
DRAWN BY:
JAG
SHEET NAME:
FLOOR PLAN
SHEET NUMBER
A-2
thivewaions 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.
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.
CV DE DIAGRAMS AND
EN'C 'LERING LAYOUTS FOR
Rc 1 RUSSES, BEAMS i-','
'\i'C'1FLIS t---) -)r--11" TING
THESE PLANS MUST BE KEPT
ON THE JOB SITE
THIS BUILDING SUBJECT
TO FIELD IRSPEOTION CORRECTIONS
i
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SPnK.,..F'Lr; : k-' w ,'' NI, l!ViSiON
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General Notes AND Design Criteria
This plan was designed and drafted by JAG Design Works LLC. to
meet average conditions and codes in the State of Washington at
the time It was designed. Because codes and requirements can
change and may vary from jurisdiction to jurisdiction, JAG Design
Works LLC. cannot warrant compliance With any specific code or
regulation. Consult your local building official to determine the
suitability of these plans for your specific site and application. This
plan can be adapted to your local building codes and requirements,
but is the responsibility of the purchaser and/or builder of this plan to
see that the structure is built in strict compliance with all governing
municipal codes. The purchaser and/or builder of this plan releases
JAG Design Works LLC. and all shareholders, directors, officers,
and employees from any claims or lawsuits that may arise during
and after construction of this residential structure.
'Unless noted, all framing lumber to be Hem Fir #2 or better.
'Contractors to confirm size, spacing, and species of all framing and
structural members to meet your local code requirements. 'Any
structural or framing members not Indicated on the plans are to be
sized by contractor. 'PJI exterior walls are dimensioned from outside
wall Ones. 'All interi walls are dimensioned from stud to stud or
wallboard to stud oroallboard to wallboard. 'Calculated dimensions
take precedence over scaled dimensions. 'Any walls use 92 5/8"
wall studs with single bottom plate, and double top plate. 'All angled
walls are 45d unless stated otherwise. `ATI trusses to be engineered
by truss manufacturer according to the loading Indicated on this plan
or in accordance to local codes and/or jurisdictions.
MISCELLANEOUS NOTES:
'Prefabricated fireplaces and flues are to be U.L. approved and
installed per manufacturers' specifications. '1/2" water resistant
drywall around showers, tubs, and whirlpools. '12" drywall on
interior walls and ceilings. 5/8" Type "X" fire code drywall on garage
walls and ceilings. 'Confirm window opening sizes for local egress
requirements, light and ventilation requirements.
PITCH: Per Plan
ROOFING MATERIAL: W Van
L.am.3— & 51 Man ��ATTIC INSULATION: RSB Bbwn Whom poatlbla
ROOFING PAPER: 15 Pound FM CEILING JOIST: 7-0" O.C.
ROOF DECKING: ]MB' OSB Nom. W 10 CEILING FINISH. Irr ShDM=k
F 6' OSS Nom. over 40h9now
RAFTER
ERR & S SYSTEM: Enpiwemd Tmr
ICE & WATER SHIELD: Pm Cede DOUBLE 216' TOP PLATE
DRIP EDGE: Molal
GUTTERS: Por Spee
I/r GYPSUM SDARD
SUB FASCIq:2'k4' Han
7/13' O38 PANEL
LP FASCIA: 512"
OVERHANG V/Per Han
51Q' R-21 UNFACED
BATT INSULATION
LP SOFFiT:12-LP/Per Plan
DOUBLE 213' TOP PLATE
2BOTTOM PLATE
18'
4" GRAVEL BASE
FINISHED FLOOR PER PLAN
W SIDING (DEPENDENT ON
(:F REQ -0)
HOMEOWNERIBUILDER SELECTION
3/4'T& O EDGE GOLD OR
AL(GLUE&N PER
BATT INSULATION
MFGR.
MFOR. SPECIFICATIONS I
`—FLOOR JOIST PER ENGINEERED
4"CONCRETE
SPECIFICATIONS
7/13' O38 PANEL
R-21 KRAFT FACED
°
BATT INSULATION ! RIMBOARD
DOUBLE 213' TOP PLATE
21C PRECUT STUDS ®1B' O.0
4" GRAVEL BASE
FOUNDA71ON WALL W/
10 GYPSUM BOARD
(:F REQ -0)
5 I R-21 UNFACED
BATT INSULATION
RIMBOARD
7W' BOTTOM PLATE
24" R-10 RIGID
FLOOR CASING PER SPEC.
INTERMEDIATE SUPPORTS
FINISHED FLOOR PER PLAN
213' P.T. SILL PLATE WI 1!r
314-T & G EDGE GOLD OR
ANCHOR BOLTS @ ed O.C.
CSB EOUAL ( GLUE & MAIL PER
AND NO MORE THAN 17 FROM
MPGR. SPECIFICATIONS)
CORNERS ON SILL -SE
ININSULATIONAL
ENGINEERED FLOOR SYSTEM
UNDISTURBED SOIL
RSD SAM AS REOUIRED
— —
R-21 KRAFT FACED
I I_ I
BATT INSULATION 0 RIMSDARO
WATERPROOFFTOGTOGRADE
(BASEMENT )
S'THK. POURED CONIC.
WAW VERTICAL REBAR PER
16' WIDE x W DEEP POURED
LOCAL CODE
CONC. FOOTING W/2-04
CTHK CONIC. SLAB
REINFORCING BANS ( CONT.)
(BASEMENT OPTION ONLY)
4' PERFORATED FOOTING
'
DRAIN IN CRUSHED STONE--_—
—
BED WITHSILT COVER:RUN _III—
— PTHK. MIN.
TODAYUGHT.ONLY If REWIRED _
WE TO DRAINAGE
GRAVEL BASE
TYPICAL 2 -STORY WALL SECTION &
2 GENERAL NOTES
n TYPICAL BRACED WALL PANEL
112"= 1'-0"
E:
SHEET EDGES MUST
TACKED BY STUDS
4"CONCRETE
GRADE
MIN. BD COMMON
FLOOR
°
_. 7X4" GARAGE WALL
S" POURED CONCRETE
K4 OR 2 6 BACKING
4" GRAVEL BASE
FOUNDA71ON WALL W/
(:F REQ -0)
VERT,C AL. REINFORCEMENT (IF
°
REQ -D)
24" R-10 RIGID
INTERMEDIATE SUPPORTS
FOAM INSULATION
°
WITHIN 7' OF TOP
OF WALL
6'X17CONTINUOUS
So COMMONS
UNDISTURBED SOIL
CONCRETE FOOTING W/
S ® 9- OC. AT
REBAR PER PLAN
EL EDGES & 17
114 POINTS
AT SHEET
'.RMEDIATE
TYPICAL SLAB ON GRADE DETAIL
G�"
NOTE:
SUPPORTS
- 1,-D„
E:
SHEET EDGES MUST
TACKED BY STUDS
TYPICAL ALTERNATE BRACED WALL
n PANEL
OUTSIDE
B'SIB" GARAGE
DISOR WRAP
TREATED 2X4 2X4
�'-"z SIZE PER
MIN. BD COMMON
PLANS
Z' XV
°
_. 7X4" GARAGE WALL
NAILS ® 6.O.C. AT
PANEL EDGES & 17
°
D.C. AT SHEET
INTERMEDIATE SUPPORTS
°
STRAP$HPAH022
(2) ANCHOR BOLTS AT
114 POINTS
NOTE:
b#A ALL SHEET EDGES MUST
.I BE BACKED BY STUDS
TYPICAL ALTERNATE BRACED WALL
n PANEL
OUTSIDE
B'SIB" GARAGE
DISOR WRAP
TREATED 2X4 2X4
�'-"z SIZE PER
EMBEDDED
IN CONCRETE—\
PLANS
Z' XV
SILL PLATE
�
_. 7X4" GARAGE WALL
TREATED 714- A -A
*A
EMBEDDED IN CONCRETE 2"W' ' e
2"x6"
W FOUNDATKIN WALL W/
GARAGE DOOR BUCKOUT SECTION A -A
( S- WIDER THAN
GARAGE DOOR SIZE)
INSIDE
n TYPICAL GARAGE DOOR BUCKOUT
3/4" _ ,, 0"
'GARAGE
WRAP
r ——
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1 6:12
rl ROOF PLAN
12" = 1'4r
6:12 p�
R
ATM UNMAN
-------------------------i
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6:12
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6:12
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-- — — — — — — — — — — — — — — — — — — — — — — — — J
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SQUARE FOOTAGE
Main Fk— OSF
Upper Floor. OSF
Bonin Room: 0 SF
EM -4 Flalm": OSF
BLR.Mr ALKMinlahad: 0SF
TOMI F'YNahad: OSF
Gar 490 SF
BnamaM Pima HL. WA
Main FN. Hala HL 81-1/B'
Uppr Flr. PkM XL WA
PROJECT NAME:
BLY
GARAGE
REV DATE
1 2/17/10 FINAL PLANS
PERMIT DATE:
ISSUE, Date
SCALE:
As indicated
DRAWN BY:
JAG
SHEET NAME:
ROOF PLAN
SHEET NUMBER
A-3
wwcc
w
0
PPOPO5PCI
PP1WWAY
20'-0"
110.00' PL.
PPOPO5e12 GAfZAGI
24' - 0"
34' - 0"
NOPM
eXI511NG 5111.1CM
110,00' PL
PLANNING DEPT. APPROVED
5Y:
[SATE: 3/3/v
12'-0"
28 th STREET
OSITE PLAN
1" _ 10,_or.
4
1". loi""*
D
3
0
PHON E: (509
III
LAI
a0
O m
0-1
LOCATION:
(SQUARE FOOTAGE
Main Floor. OSF
Upper Floor:
0SF
Sows Room:
OSF
B0wnNH Finished: 0 SF
Seteaml UnfnI.MO: OSF
Tagl RYUairo:
O SF
SBO SF
B...rMrt Plat. Ht
WA
Main Fir. Plain W.
Upper Flr. Rai. Ht
N/A
! PROJECT NAME:
BLY
GARAGE
REV
DATE
2/17/10 FINAL PLANS
A
A
PERMIT DATE:
Issue Date
SCALE:
1" - 10'-0"
DRAWN BY:
JAG
SHEET NAME:
SITE PLAN
SHEET NUMBER
S-1