2008, 06-03 Permit App 08002044 Egress WindowsProject Number: 08002044 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: EGRESS WINDOWS
Setbacks: Front
Site Information:
Plat Key: 000405 Name: CLARKS HILLCREST HOMES
Left: Right: Rear:
Date: 6/3/2008 Page 1 of 2
Contact: MCVAY BROTHERS
Address: 11420 E MONTGOMERY
C - S - Z: SPOKANE VALLEY WA 99206
Phone: (509) 928-4686
Group Name:
Project Name:
District: Sout
Parcel Number. 45214.1108 Block:
SiteAddress: 11513 E 11TH AVE
Location:: CSV
Zoning: R-4 SF Res Urban District
Water District: 007 MODEL
Area: 11,600 Sq Ft Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 10
Review Information:
Lot:
Owner: Name: MERCIER, AARON L & AMANDA
Address: 11513 E 11TH AVE
SPOKANE, WA 99206
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Permits:
Released By:
Contractor MCVAY BROS CONTRS INC
Address: 11420 E MONTGOMERY
SPOKANE VALLEY WA 99206
Building Permit
Firm: MCVAY BROS CONTRS INC
Phone: (509) 928-4686
This Application: Total Project:
Description gm 'Ins Notes So Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB EGRESS 0 $4,272.00 0 $4,272.00
WINDOWS
Totals: 0 $4,272.00 0 $4,272.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1 1 1.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW < 7999 SQ FT 1 SELECT $44.50
Permit Total Fees: $160.25
Operator: jmm Printed By: JD Print Date: 6/3/2008
Project Number: 08002044 Inv: 1
Notes:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Payment Summary:
Permit Type
Building Permit
Fee Amount
$160.25
$160.25
Invoice Amount
$160.25
$160.25
Date: 6/3/2008 Page 2 of 2
Amount Paid Amount Owing
$0.00 $160.25
$0.00 $160.25
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: JD
Print Date: 6/3/2008
Spokane
.Valley
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, SuiteRECEIVED.BY
Spokane Valley, WA 9 '61F SPOKANE VALLEY
(509)688-0036 FAX: {509)688�QQ 7
www.spokanevalley.org �11!!''►►
BY
3 o 2000
MIT CENTER
SITE ADDRESS: 11513 ` 11-1/1 A v
ASSESSORS PARCEL NO: `/5 ?' 1-7 0 I / 0 v
PERMIT NUMBER: (i' Z OL1
PERMIT FEE:
ction ❑ Accessory Bldg
Addition/Remodel U Deck
Other:
LEGAL DESCRIPTION:
Building Owner:
Name: 4
I�V)%ted a
�/f/J �� l -€, %.
I" L'��/'Fh
Address: `' 5/,. P
1!//
City: 5 "
State: t�� Zip:
zo(.P
Phone:9 3 _ 1 7 b
Fax:
Contact Person
Name: 0
('A A 7p fr io Yl / J
Phone: 5-cc -- `f U rcf
D cribe the scope of work in detail•
leyc-1 :5
Proposed Use:
Contractor:
Name: L 14
Address f��'
1'l �/7 �� write,mt-e✓y
/� State: DC cL Zip: 9926)6
City: ���%�C,��Q�2
/_
Phone- _ / 2 -u/ >6 Fax: 9 J 75-%O
Copgactpr Lic,,NExp Date:
City Busin�ss Lic. No:
Cost too. of Project: T ,27Z
Lys ° � egrot -1-1 :54 bit
• (write N/A if not applicable)**********************
.............- 1llC iVliVVVlLg
HEIGHT TO PEAK:
1ravv. ,v.. .,.,...1.....
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2Nu 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 . dinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application ca e processed.
SIGNATUR
Method of P:jr ent:
❑ Cash
Bankcard
1
0 Check
❑ Mastercard
Expires:
❑ VISA
VIN#:
Authorized Signature:
REVISED 2/15/07
StiOkane
Valleyt
0
El
0
0
0
0
0
0
LJ
0
E Sprague Ave Suite B-3♦ Spokane Valley WA 99206
♦509.688.0036 ♦ Fax: 509.688.0037 •
Completed Building and Mechanical Application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature and date.
Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans
with details, roof plan, framing plans and details.
Show the height of any proposed buildings or accessory structures.
Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room
(including sq footage of house and garage on plans) show each level of existing
house and square footage of any additions.
Egress windows: Provide at least one window or exterior door approved for
emergency escape or rescue from basement and in every room for sleeping.
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
Foundation plan
Insulation information
Decks and Stairway details
All braced wall panel types: show locations and details of installation, including
engineered design
Smoke detector locations
22" x 30" attic access location
18" x 24" crawl space access
One -hour separation detail: between house and garage
Spokane
jUalley
For City Use. my
PLUS Project Number 1,, . u(4(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.
). Ca11 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
Stio"lane~
jUalley
Site Address: 11513 E 11TH AVE
Parcel Number: 45214.1108
Zoning: R-4
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
Water District: MODEL
New project I-].
Previous pre-app meeting El
Plan revisions El
Transmittal Date:
Friday, May 30, 2008
Project Number: 08002044
Applicant:
e-mail:
Contact:
e-mail:
Contractor:
MCVAY BROTHERS
11420 E MONTGOMERY
SPOKANE VALLEY WA 99206
(509) 928-4686
MCVAY BROTHERS
11420 E MONTGOMERY
SPOKANE VALLEY WA 99206
(509) 928-4686
MCVAY BROS CONTRS INC
11420 E MONTGOMERY
SPOKANE VALLEY WA 99206
(509) 928-4686
Owner: MERCIER, AARON L & AMANDA L
11513 E 11TH AVE
SPOKANE, WA 99206
e-mail:
Occupant:
e-mail:
Arch / Engineer:
e-mail:
D
Project EGRESS WINDOWS
Description:
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
N
CONSTRUCTION PLAN
TD
Please send all plan review and project comments via e-mail to the
highlighted individuals.
PROJ #: 'C"
&X
DATE: 08/23/07
DRAWN: GFR
APPROVED: TRW
SCALE: 1 "=50'
FIGURE NO.
L=114'
201.5'
2
APPROVED BY
GO" '055
P.CLcjoi�.
15'
L=114t
30.5'
22.5'
INDIANA AVENUE
SITE PLAN
PARCEL 55074.2803
INDIANA AVENUE AND LONG STREET
CITY OF SPOKANE VALLEY WASHINGTON
W
N
S
E
AWCE
WHIPPLE CONSULTING ENGINEERS
CIVIL AND TRANSPORTATION ENGINEERING
2528 NORTH SULLWAN ROAD
SPOKANE VALLEY, WASHINGTON 99216
PH:509.893-2617 FAX: 509-926-0227
2006 IRC
Ten Things You Must Know!
1. R105.2 "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 inchesorgreater in width, d
located within the plane of the truss, a 20 psf v 1n d mu_�t L _�
of e m chord co on affected.
3. R319.L5 "Exposed Glued -laminated Timbers" — Those portions of glu-lam
timbers that form structural supporLof buildings/structures and are exposed to the
weather, and not protected by a roof, cave, or similar covering shall be pressure
treated, or naturally durable wood.
4. WAC AMENDMENT R327 "Protection Against Radwoln�"n S ate constron ucted in of
IRC Appendix F for mitigation measures applicable for g
"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 Amends R408.2, permitting 1:300 sq/ft ratios for ventilating crawl
spaces. » _Lan e change removes "habitable or
5. R406.1 "Foundation Damp -proofing Language g
usable spaces", and replaces with "foundation walls that retain earth and enclose
interior spaces and floors below grade..." effectively req,iiring 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" —
I,,uminaries providing outdoor lighting and �� P� style basenEx tialbuildings
be high efficiency (compact fluorescent)
incandescent fixtures controlled by motion sensors with integral photo sensors.
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°.1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
II.
Glazing
Area70:
% of floor
10%
15%
17%
IV.
25%
Group R-1
Occupancy
Only
VI.
Unlimited
Group R-3
Occupancy
Only
Unlimited
Group R-1
Occupancy
Only
Glazing U-Factor
Vertical
0.40
0.40
0.37
0.35
0.35
0.32
Overhead"
0.58
0.58
0.58
0.58
0.58
0.58
Doc?
U-
Factor
0.20
0.20
0.20
0.20
0.20
0.20
Ceiling2
R-38
Vaulted
Ceiling3
R-30
R-38
R-30
R-38
R-38 /
U=0.031
R-38
R-38 /
U=0.031
R-30
R-30 /
U=0.034
R-30
R-30 /
U=0.034
Wall'Z
Above
Grade
R-21
int'
R-19+
R-5°
R-19+
R-5s
R-21
int' /
U=0.054
R-21
int'
R-21
int' /
U=0.054
Wall?
int°
Below
Grade
R-21
Wall?
ext°
Below
Grade
R-12
R-21
R-12
R-21
R-12
R-15
R-21
R-15
R-12
R-12
R-12
Floors
R-30
R-30
R-30
R-30 /
U=0.029
R-30
R-30 /
U=0.029
Slabs
on
Grade
R-10
R-10
R-10
R-10/
F=0.54
R-10
R-10/
F=0.54
* 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 STATh UNIVERSITY
ENERGY PROGRAM
1-7
WALL CONSTRUCTION
TABLE R602.10.6
MINIMUM WIDTHS AND TIE -DOWN FORCES OF ALTERNATE BRACED WALL PANELS
SEISMIC DESIGN
CATEGORY AND
WINDSPEED
TIE -DOWN
FORCE (lb)
8ft.
2'-4"
SDC A, B, and C
Windspeed < 110
mph
SDC Do, D1 and
D2 Windspeed <
110 mph
R602.10.6.1, Item 1
9 ft.
2'-8"
1800 1800
R602.10.6.1, Item 2
R602.10.6.1, Item 1
3000
2'-8"
1800
3000
2'-8"
1800
HEIGHT OF BRACED WALL PANEL
Sheathed Width
10 ft.
2'-8"
1800
3000
Sheathed Width
2'-8"
1800
11 ft.
3'-2"
2000
3300
Note a
12 ft.
3'-6"
2200
3600
Note a
R602.10.6.1, Item 2
3000
3000
3000
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 min.
a. Not permitted because maximum height is 10 feet.
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MAX.
HEIGHT
10'
•I
MIN. 3" X 11.25" NET HEADER
6' TO 18•
FASTEN TOP PLATE TO HEADER 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.
M1N. WIDTH = 16' FOR ONE STORY STRUCTURES
MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO
, STORY STRUCTURES
•
MIN. 2x4 FRAMING
3/8" MIN. THICKNESS WOOD
• STRUCTURAL PANEL SHEATHING
= MIN. 4200 LBT1E-DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
SEE SECTION R602.10.6.2 /d .o`NCI'a •5Jc.r
Ti e-.I '-.'
MIN.
DOUBLE
2x4 POST
1
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 3 16D SINKERS
MIN. 1000 LB
TIE DOWN
DEVICE
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
2006 INTERNATIONAL RESIDENTIAL CODE®
140
SECTION R317
DWELLING UNIT SEPARATION
R317.1 Two-family dwellings. Dwelling units in two-family
dwellings shall be separated from each other by wall and/or
floor assemblies having not less than a 1-hour fire -resistance
rating when tested in accordance with ASTM E 119. Fire -resis-
tance -rated floor -ceiling and wall assemblies shall extend to
and be tight against the exterior wall, and wall assemblies shall
extend to the underside of the roof sheathing.
Exceptions:
1. A fire -resistance rating of '/2 hour shall be permitted
in buildings equipped throughout with an automatic
sprinkler system installed in accordance with NFPA
13
2. Wall assemblies need not extend through attic spaces
when the ceiling is protected by not less than 5/8-inch
(15.9 mm) Type X gypsum board and an attic draft
stop constructed as specified in Section R502.12.1 is
provided above and along the wall assembly separat-
ing the dwellings. The structural framing supporting
the ceiling shall also be protected by not less than 1/2
-inch (12.7 mm) gypsum board or equivalent.
R317.1.1 Supporting construction. When floor assem-
blies are . , required to be fire -resistance -rated by Section
R317.1, the supporting construction of such assemblies
shall have an equal or greater fire -resistive rating.
R317.2 Townhouses. Each townhouse shall be considered a
separate building and shall be separated by fire -resis-
tance -rated wall assemblies meeting the requirements of Sec-
tion R302 for exterior walls.
Exception: A common 2-hour fire -resistance -rated wall is
permitted for townhouses if such walls do not contain
R502.12 Draftstopping required. When there is usable space
both above and below the concealed space of a floor/ceiling
assembly, draftstops shall be installed so that the area of the
concealed space does not exceed 1,000 square feet (92.9 m2).
Draftstopping shall divide the concealed space into- approxi-
mately equal areas. Where the assembly is enclosed by a floor
membrane above and a ceiling membrane below draftstopping
shall be provided in floor/ceiling assemblies under the follow-
ing circumstances:
1. Ceiling is suspended under the floor framing.
2. Floor framing is constructed of truss -type open -web or
perforated members.
R502.12.1 Materials. Draftstopping materials shall not be
less than 1/7-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm)
wood structural panels, 3/8-inch (9.5 mm) Type 2-M-W
particleboard or other approved materials adequately sup-
ported. Draftstopping shall be installed parallel to the floor
framing members unless otherwise approved by the building
official. The integrity of all draftstops shall be maintained.
R502.13 Fireblocking required. Fireblocking shall be
provided in accordance with Section R602.8.
i
WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED
GA FILE NO. WP 3370
GENERIC 1
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/a" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1"
apart with 6d coated nails, 1 7/e" long, 0.0915" shank, 1/a" heads, 7" o.c.
Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. (LOAD -
BEARING)
GA FILE NO. WP 3380
GENERIC
1 HOUR
FIRE
5
X
X
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
45 to 49 STC
SOUND
S 5
X
X
9Y"
8 psf
See WP 3605
(UL R1319-4, 6, 6-17-52;
UL R2717-39, 1-20-66;
UL R3501-52, 3-15-66,
UL Design U305;
ULC Design W301)
Estimated
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/13" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates
with 6d coated nails, 1 7/a" long, 0.0915" shank, 1/a" heads, 7" o.c.
Joints staggered 24" on opposite sides. Horizontal bracing required at mid -height. (LOAD -
BEARING)
GA FILE NO. WP 3430
GENERIC
1 HOUR
FIRE
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
I 40 to 44 STC
SOUND
X
X
63/4"
8 psf
See WP 3605
(UL R1319-4, 6, 6-17-52;
UL R2717-39, 1-20-66;
UL R3501-52, 3-15-66,
UL Design U305;
ULC Design W301)
Estimated
GYPSUM LATH, GYPSUM PLASTER, WOOD STUDS
1/2" 1:2 gypsum -sand plaster applied over 3/8" plain gypsum lath applied at right angles to
each side of 2 x 4 wood studs 16" o.c. with 13 gage blued lath nails, 11/e" long, 0.0915"
shank, 19/e4" heads, 4" o.c. (LOAD -BEARING)
1 HOUR
FIRE
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
53/e
15 psf
OSU T-948, 7-17-58;
OSU T-1380, 7-5-60
RAL TL58-60, 8-7-58
40 to 44 STC
SOUND
55
GA-600-2003
Spokane
YAlley' FOR INSPECTIONS CALL
509-688-0054
YOUR BUILDING INSPECTOR IS:
EAST AREA PRESS 1
SOUTH AREA PRESS 2
NORTH AREA PRESS 3
THIS CARD MUST BE POSTED ON JOB SITE
COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION
INSPECTION RECORD
11703 E. Srague Ave, B-3 Job Address
Spokane Valley, WA 99216
Inspection request line (509)688-0054
PERMIT NO: O7D3(1t4
******** THIS CARD, PERMIT AND APPROVED PLANS SHALL BE ON JOB SITE AT ALL TIMES*******
DATE
INSPECTOR
SETBACKS
FOOTINGS
REINFORCEMENT
UNDERGROUND
RADON
FRAMING
GAS PIPING
DUCT WORK
DATE
INSPECTOR
WATER PIPING
DRAIN / WASTE / VENT
INSULATION
F IREWALL/GWB
FIRE PROTECTION SYSTEM
HVAC SYSTEM
FINAL BUILDING
FIRE