2008, 04-03 Permit App 08001043 GarageProject Number: 08001043 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/3/2008 Page 1 of 2
Project Information:
Permit Use: 38 X 26 GARAGE Contact: SPOKANE HOME SOLUTIONS
Address: 3005 S PONDEROSA LN
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 939-5180
Group Name:
Site Information: Project Name:
Plat Key: 001296 Name: ILLER 01ST ADD
District: Sout
Parcel Number: 44051.1615 Block:
SiteAddress: 10415 E FERRET DR
Location:: CSV
Lot:
Owner: Name: WALKER, THOMAS & DIANA
Address: 10415 E FERRET DR
SPOKANE, WA 99206-9269
Zoning: R-1 SF Res Estate District
Water District: 101 SPO CO WATER DIST#3B Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Septic Sys Review
Released By:
Originally Released: 3/26/2008 By: TMELBOU
Released By:
PER FAX DATED 4/3/08 FROM TOM @ CTY HEALTH -NO CONFLICT -NO VEHICLE ACCESS TO
SHOP ALLOWED -DRY BLDG ONLY.
Originally Released: 4/3/2008 By: JLMain
Landuse/Zoning/HE Conditions
Permits:
Released By:
Originally Released: 4/1/2008 By: TSCHMIDT
Operator: TD Printed By: jmm Print Date: 4/3/2008
Project Number: 08001043 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Date: 4/3/2008 Page 2 of 2
Contractor: SPOKANE HOME SOLUTIONS Firm: SPOKANE HOME SOLUTIONS
Address: 5312 N FAIRMONT PL Phone: (509) 326-3853
SPOKANE, WA 99205
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Su Ft Valuation
2ND FLOOR R-3 VB 456 $21,856.08 456 $21,856.08
STRG L HAZ S-2 VB 988 $18,772.00 988 $18,772.00
Totals: 1,444 $40,628.08 1,444 $4Q,628.08
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $552.85
ACCESSORY PLANS REVIEW 1 SELECT $138.21
WSBC SURCHARGE 1 SELECT $4.50
Notes:
Permit Total Fees: $695.56
NO VEHICLE ACCESS TO SHOP ALLOWED. DRY BUILDING ONLY.
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$695.56 $695.56
$0.00 $695.56
$695.56 $695.56 $0.00 $695.56
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: jmm Print Date: 4/3/2008
S#61 an'' e�
jUalley°
Community Development
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www. Mokanevallev.org
PERMIT NUMBER: i
PERMIT FEE:
Residential Construction ❑ New Construction
Permit Application ❑ Addition/Remodel
❑ Other:
SITE ADDRESS: (or -ME Z F-ew,- / (0I
ASSESSORS PARCEL NO: glo&l. &/-r LEGAL DESCRIPTION:
[Accessory Bldg
❑ Deck
Building Owner:
DIMENSIONS:
Contractor:
TOTAL HA ITABLE SPACE:
Name: T 612 er
X 6
Name: d
o e
Address:loell.�s C
2 FLO Q. FTG:
Address: S- E,
IMPERVIOUS SURFACE
City:
Stater Zip: 06
City:
State: Zip Xpa
Phone:
Fax: Phon p, _ -r/ J
Fax:3;L-)
30% SLOPES ON
Contractor Lie No
f2e ate:
Contact Person
City Business Lic. No:
# OF BEDROOMS:
Name: ().a"Cf T
HEAT SOURCE:
SEWER O SEPTIC
Phone:5-/Ro
Describe the scope of work in detail:
Proposed Use:
rf/n
To Q t�e S Z :f Tr�1f.F-G- cs�i�itl2 KM/G 6"#
**************Tbe followine MUST be complete: (write N/A if not
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HA ITABLE SPACE:
20 r6�
X 6
MAIN FLOOR TO SQ.
2 FLO Q. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG:
�—
AREA: G00dr
FINISHED BASEMENT
GA E SQ. FT
j�
DECK/COV. PATIO SFTG:
Q.
30% SLOPES ON
SQ. FTG 11i
Sr
PROPERTY:
# OF BEDROOMS:
CONSTRgUCTION PE:
HEAT SOURCE:
SEWER O SEPTIC
The permitee verges, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
SIGNATURE: DATE:3 (78
Method of Payment:
❑ Cash ❑ Check
Bankcard #:
Authorized Signature:
REVISED 2115/07
❑ Mastercard ❑ VISA
Expires: VIN#:
SUkane 11703 E Sprague Ave Suite B-3• Spokane Valley WA 99206
♦ 509.688.0036 ♦ Fax: 509.688.0037 •
,Valley®
13
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
04/03/2006 10:32 5093241567
APR 01 2008 13:44 FR SU PERMIT CENTER
SRHD EHS PAGE bl/LU
509688003? TO 93241567 P.01/03
Project Number: 08001043 Inv: 1
Area:
Nbr of B1dRe: 0
Review Information;
Application
THIS IS NO1' A PERMIT
Penalties will be assessed f� mencing work without a permit
P_ tInfonna ion: t,® 1
Pctmit Use: 38 X 26 GARAGE
Setbacks: Front Left Right:
Ste Information:
Plat Key: 001296 Nam. ILLER 01ST ADD
Date: 3/26/2008 Page 1 of 2
Contact SPOKANE RIOME SOLUTIONS
PQ� L Address: 3005 S PONDEROSA LN
��"� C - S - Z: SPOKANE VALLEY, WA 99206
��� Phone: (509) 939-5180
C-U Group Name:
Project Name:
Parcel Number: 44051.1615 Block:
SiteAddress: 10415 E FERRET DR
Location:: CSV
Zoning' R-1 SF Res Eotata District
Water District 101 SPO CO WATER DIST#3B
.00 Acres Width: 0 Depth: 0
Nbr of Dwellings: 1
District: Sout
Lot:
Owner: Name: WALKER, TIHOMAS do DIANA
Address: 10415 E FERRET DR
SPOKANE, WA. 99206-9269
Hold: ❑
Right Of Way (ft): 0
Building Plan Review
t•;1i771
Originally Released:
Septic Sys Review
Landuse/Zoning/H.E Conditions
Permits:
3/26/2008 By: TMELTT
FiciFified
,_
Operator: .1D
Primed By Jmm
Print Date: 3/26/2008
APR 03 2008 10:32
5093241567
PAGE.01
toy/ E Fevecf-At , 06
5Tie Pia'
o
"1--�(el Or
-7LePuse-
PLANNING DEPT PPROVED
BY.
DATE: LOB 5
v
Y\
.26
SI
s
Spokane
jUalley
For City Use On1
PLUS Project Number
Project Address )Dtp
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 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
6,rer .vim(
fog/ F T-,'el' Da
s(kke ( /fey d' 9� 6
MAR -24-2008 14:45
)80439 A
/RlIkBUU), SPOKANE, WA.. CImi
2
LUMBERMENS
GAMBREL ATTIC
5098922449 P.01i01
J0b Referelce 1 WanaO . _^ ..
-7 030 L Jan 32009 MRek IMuse{es, Ian MM Mar 14 iS]64021g8 PGg•
6.7-14 6'T16 6,ht 13-0-0 6<4
19-1-2 0-7-14
Ila MT1a1Np 12 5x9 -
10
Sub=
.ONap� %(_ V'j-a.�.0'1_121.I6_03t
.__.
2.12 e 0
2600
1
2600
= p
4-14
0.598
5-19 s 0
15.1680
9.19
30,0 SPACWO 200
f Snotn90.0) PIHes lncreaee 1,15
rENDL_
CSI
TO
DEFL
In oc)/dell Lb
PLATES GRIP
L Zp Lumber lncrB9sB 1.16
0.25
BC 070
DO
Verl(LL)
-0.26 so10 "99 980
MT1.0 185H48
p,p Rep SOBs9 D1eT YES
054
VeNTL)
H�(TL)
-032 8.10 3908 240
0.02
MT18H 186/118
,_Cede IRC2008RP12002
( M316s)
W•Id(LL)
6 n/B nh
0.02 1D -989 240
4.11 = 196
BERBERTOP
-•
--. _!
- _-
Weight 226 lb
RD 2%B NF i600F 1,6E
-_ --_ ___
BOT CHORD 2 % 12 OF SS
WEBS 2 X a OF Swd/Sto -Ekcepl•
Wit% 4 HF 1800E 1,6E, W42 X 1 HF 1800F
BRACING 1,6E
TOP CHORD
Shclursl wood 311880;19 directly applied or 485
BOT CHORD cc punins,
W
pai6np GlrecOy appllBd a 8.6.2 ac breong,
WEDS
1 Row at mldpt 3.11.5.11
JOINTS
1 Bram at JI(s). I
REACTIONS (lbisixa)
2 = 0290/0-6.6
per/ r v
6
Mak tM=R 3290/0-58
2 = •167(LC 6)
FORCES (Ib). Firet Load Can Only
TOP CHORD
1.2 = 30
2.12 e 0
3-12
= aM
3-13 • 019.11
416 =0
= p
4-14
0.598
5-19 s 0
15.1680
9.19
5.16
= 0
BOTCHORD
= 0
6-7
98
2-17 = 2128
2179
10-17 = 2126
9-10
= 2179
WEBS•
EBS
8.19 =2151
6.19
e 2131
3.11 = -1583
5"6 s 2251
6.11 = .168.7
5-10
= 2509
4.11 = 196
NOTES
1) WMnd; ASCE 7-05; 90mph; M•2en; TCOL-4,2paf; 9CDL=6.0peF Ca*gwy 11; Exp B; "clm0;
MWFRS(lavnse); ranUlavor lett ane right exposed: Lumbor DOLat Ad Pble gds OOL=100.
21 TCLL ASCE 7-06; P"0.0 par (flat mol snow); Cpb9pry If; EXP 8: Paroally Exp.: Cw 1
5) UnbBlenmd snow bads have peen 001151d6red for elle dosl9n,
4) ThM Puss has been designee for g,,,, of min mot live load of 16.0 Der 0r 2100 em•s Mat root bad
M30.0 psf on ovmwan0s Aw-concument w1th otter live Inds.
6) This mu•3 nes been designed for a 10.0 psf bottom
bad6. ohOrd M
Ilya lead 9pbnperrppt vndl any other Ilya
6) All plate& are MT20 ptates unle" 001 OW aindlcated.
7)' Thi& h53 me been (leslgnap for a Ilve Jog; of 20.0ps( m 0d bonom cROrtl In all areas vmere a
MCbngle 90 tall by 2.0.0 wide wiD ht between )
6the bonpm chord and any otter embers.
mCelling dead load (5,0 Car) membar(s). 0-11, 6-11; Wall dead two (10,0psf) on msmber(t)3.10,
8) C
9) 60dorti onwd bw Im012fi,):-Dl) D] end additional bottom chord deed load ($.0 psi) applied only to
nom, 6.10
10) Tho has Is designed ut 3CwM3no0 with the 2006 International R03idendai Code sections
RS02.11.1 and R802.102 and mferenmd standard ANSIRPI I.
LOAD CASE(S)
SW,dard
TOTAL P.01
MAR 24 2008 14:51 5098922449 PAGE.01
(2)44 REBAR
24" MIN.
City of
.S P-E3 N-E VAL L- -Y--B END MGM EP T-M-E N f
11707 E. Sprague Avenue #145, S okane. Valley, Washington 9920S - Tel 509-633-G03S - Fax 50a-633-0037
Or- 1-4/ . o _ / 0Y/S /`--aril O r'
Following is a typicot cross-sec5on for a residential garage. It rrey not represent the proposed project If you are using the d_�II
as a por5on of your plan submittal, please complete the requested information in the boxes provided on both sides of fnis sheet
Ths completed sheet, along with arty ad i5oral inforra5on needs to be submitted with your aplrca5on and be on site of the time
of inspec5on.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIP,E
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
5/3• TYPE 7C GYP BOARD (HABITABLE SPACE ABOVE)
1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOPJCEIIJNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/3',
OR 2D MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
40D SQ. FT. TO 3000 SQ. FT.
SEC; H"1ON A -A
f MILLI:
'11Ida
H?�.
NOT:
Diagonal wall bracing required on
Each comer and every 25 feet of wan.
Walls within 3 feat of a property fine or
within 6 feet of a dwelling must be 1 hour
rafad. (5/3" type x' oypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,D0D sq. ft require protection when
closer 0-.an 20 feel to the property fine.
Parapets may be required.
ENGINEERED TRUSS OR
RAFTER SIZE-SYA tNG
x— @9yO.C.
ROOFING MATERIAL
ROOFING PAPER
7/ 4 ROOF
SHEATHING
SOLID BLOCKING
BETWEEN.TRUSSES
11( WALL SHEATHING
1
24" MIN.
SIDING
11?L�III
6'MIH11‘
5'x12'
FOOTING
DOUBLE TOP PLATE
WALL HEIGHT 9
2x V @ /6 O.C.
PRESSURE TREATED
SOLE PLATE
3-1t2• CONCRETE SLAB
ANCHOR BOLTS
1f2'xS' MIN.
(7• INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS:
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
17
L_
RIDGE L
WIDTH
.e . -r.n e...
•
BS
Please note that while every effort is made to assure the accuracy of the informa5on contained in this brochure is
not warranted for accuracy. This document is not intended to address ail aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed informa5on on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
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R602.10.6.2 Alternate braced wall panel adjacent to a
door or window opening. Alternate braced wall panels
constructed in accordance with one of the following pro-
visions are also permitted to replace each 4 feet (1219
mm) of braced wall panel as required by Section
R602.10.4 for use adjacent to a window or door opening
with a full-length header:
1. In one-story buildings. each panel shall have a
length of not less than 16 inches (406 mm) and a
height of not more than 10 feet (3048 mm). Each
panel shall be sheathed on one face with a single
layer of 3/6-inch-minimum-thickness (10 mm)
wood structural panel sheathing nailed with 8d
common or galvanized box nails in accordance
with Figure R602.10.6.2. The wood structural
panel sheathing shall extend up over the solid sawn
or glued -laminated header and shall be nailed in
accordance with Figure R602.10.6.2. Use of a
built-up header consisting of at least two 2 x 12s
and fastened in accordance with Table R602.3(1)
shall be permitted. A spacer, if used, shall be
placed on the side of the built-up beam opposite
the wood structural pane] sheathing. The header
shall extend between the inside faces of the first
full-length outer studs of each panel. 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. A strap
with an uplift capacity of not less than 1000
pounds (4448 N) shall fasten the header to the side
of the inner studs opposite the sheathing. One
anchor bolt not less than 5/s-inch-diameter (] 6
mm) and installed in accordance with Section
R403.1.6 shall be installed in the center of each sill
plate. The studs at each end of the panel shall have
a tie -down device fastened to the foundation with
an uplift capacity of not less than 4,200 pounds
(18 683 N).
Where a panel is located on one side of the open-
ing, the header shall extend between the inside face
of the first full-length stud of the pane] and the bear-
ing studs at the other end of the opening. A strap
with an uplift capacity of not less than 1000 pounds
(4448 N) shall fasten the header to the bearing
studs. The bearing studs shall also have a tie -down
device fastened to the foundation with an uplift
capacity of not less than 1000 pounds (4448 N).
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MAX.
HEIGHT
10'
•
▪ .i«
▪ I MIN. 3" X 11.25" NET HEADERMil
1
6' TO 18'
4 : ,.`
I; i FASTEN TOP PLATE TO HEADER WITH TWO
is ROWS OF 16D SINKER NAILS AT 3' O.C. TYP. 1 000 LB I■
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.
~~~
3/8" MIN. THICKNESS WOOD
• STRUCTURAL PANEL SHEATHING
• • MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
�e I
SEE SECTION R60?.10.6.2 3y3 "r+.'eHaR C364.r id/ W4-
R.-$.AR T`a P x Borscht OF Fct.4N�Anal ' ALA
THE
•
•
•
ۥ
•
•
1000 LB STRAP OPPOSITE SHEATHING
MIN. WIDTH = 16" FOR ONE STORY Y STRUCTURES
MIN. WIDTH = 24" FOR USE IN
FIRST OF TWO
STORY STRUCTURES
,
. .
MIN. 2x4 FRAMING
f
MIN.
DOUBLE
2x4 POST
The tie -down devices shall be an embedded -
strap type, installed in accordance with the manu-
facturer's recommendations. The panels shall be
supported directly on a foundation which is con-
tinuous across the entire length of the braced wall
line. The foundation shall be reinforced with not
less than one No. 4 bar top and bottom.
Where the continuous foundation is required to
have a depth greater than 12 inches (305 mm), a
minimum 12-inch-by-12-inch (305 mm by 305
mm) continuous footing or turned down slab edge
is permitted at door openings in the braced wall
line. This continuous footing or turned down slab
edge shall be reinforced with not less than one No.
4 bar top and bottom. This reinforcement shall be
lapped not less than 15 inches (381 mm) with the
reinforcement required in the continuous founda-
tion located directly under the braced wall line.
2. In the first story of two-story buildings, each wall
pane] shall be braced in accordance with Item 1
above, except that each panel shall have a length of
not less than 24 inches (610 mm).
till
TYPICAL PORTAL
FRAME L
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
140 2006 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
16d NAIL AT 12 IN. O.C.
8d NAIL AT 61N. O.C.
(ALL PANEL EDGES)
16d NAIL AT 12 IN.O.C.
For SI: 1 inch = 25.4 mm.
Gypsum board nails deleted for clarity.
ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2)
GYPSUM WALL BOARD INSTALLED IN
/ ACCORDANCE WITH CHAPTER 7
8d NAIL AT 12 IN.O.C.ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(a) OUTSIDE CORNER DETAIL
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2)
GYPSUM WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER 7 (INTERIOR)
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH TABLE R602.3(1)
8d NAIL 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
FIGURE R602.10.5
TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL
PANEL SHEATHING; SHOWING REQUIRED STUD -TO -STUD NAILING
1
1
i
WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED
GA FILE NO. WP 3445
PROPRIETARY
GYPSUM WALLBOARD, WOOD STUDS,
MINERAL FIBER INSULATION, FIBER -CEMENT BOARD,
CERAMIC TILE
One layer 5/8" proprietary type X gypsum wallboard applied parallel on ONE SIDE of 2 x 4
wood studs 16" o.c. with 17/8" smooth shank nails, 0.093" shank, 0.284" heads, 7" o.c.
31/2" mineral fiber insulation 3.0 pcf, friction fit in stud space.
OPPOSITE SIDE: One layer 7/18" proprietary fiber -cement board applied parallel to studs
with 11/2" galvanized roofing nails 6" o.c. Ceramic tile, 5/16" thick, joints grouted, installed
with latex -modified portland cement mortar.
Rating based on the lesser of loading to 800 Ibs per stud or 31% of full design load.
(LIMITED LOAD -BEARING)
PROPRIETARY GYPSUM BOARD
- 5/8" ProRocrm Type X Gypsum Panels
BPB America Inc.
GA FILE NO. WP 3510
GENERIC
1 HOUR
FIRE
Thickness: 5"
Approx. Weight: 10 psf
Fire Test: OPL 11710-92851, 9-9-92
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8' type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/a" long, 0.0915"
shank, 1/4" heads, 7" o.c.
Joints staggered 24" on opposite sides. (LOAD -BEARING)
GA FILE NO. WP 3514
GENERIC
1 HOUR
FIRE
35 to 39 STC
SOUND
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8" 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. with 11/4" Type W drywall screws 12"
o.c.
Joints staggered 16" on opposite sides. (LOAD -BEARING)
GA FILE NO. WP 3520
X
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
47/a„
7 psf
UL R3501-47, -48, 9-17-65,
Design U309; UL R1319-129,
7-22-70,
UL Design U314
NGC 2404, 10-14-70
1 HOUR
FIRE
35 to 39 STC
SOUND
GYPSUM WALLBOARD, WOOD STUDS
One layer 5/8" type X plain or predecorated gypsum wallboard applied parallel to each side
of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/8" long, 0.0915" shank, 1/4" heads,
7" o.c. at joints and top and bottom plates and 3/8" beads of adhesive at intermediate
studs.
Joints staggered 24" on opposite sides. (LOAD -BEARING)
X
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
X
43/4"
7 psf
SWRI 01-4511-619, 8-19-92
See WP 3520
(G&H NG-246FT, 7-2-65)
1 HOUR
FIRE
35 to 39 STC
SOUND
X
Thickness:
Approx. Weight:
Fire Test:
Sound Test:
X
47/8"
7 psf
FM WP 90, 8-21-67
G&H NG-246FT, 7-2-65
GA-600-2003
t Contact the manufacturer for more detailed information on proprietary products.
.57
Zif i/ G - €/ 4' Off.
/ ��K-el 3 12 O/ /y -.1-I/
leN /e u�
y od
R602.10.4 Brace Wall Panel min. 48 in.— 96 in.
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
R602.10.6.2 Alternate Brace Wall Panel min.16in.-24in.
Engineered Shear Wall Bracing
CAL Rj S/Zc3« 6y ,v ud� ,`\
toll or �ov/' ice'
ea
CO
ALT
r2C...0Z.10.C.,..2. 84.4c I9/141/4Jtvt....
s/ad
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 COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
AL(.. FOOTINGS MUSTBE CONTINUOUS.
T c6-
fo ft 4 Ttelk(
vJ A
'MAN 10 1-7
4 Pka POA-Ty
City of
_ ..__S PO-A�d- VALLEY Bill �.� I ��4-EI -
11707 E. Sprague Avenue. 105, a okane Valley, Washington 95I2D5 - Tel 509-BBB-D 36 - Fax 503-683-OD37
6-r- td4/ z..._..--7-- C or / 6) 4/45— /1:- F-eLf 7--
Following is a ypi t cross-section far a residenfiat gamee. It may not reprs_nt the proposed project If you are using the data
as a pa -Son of your plan submitt3t, please complete the requested info:n:35on in the baxs provided on both sides of the sheet
This completed sheet, along with any ad3r5oraf inforrna5on needs b be submitted with your apTsa5on and be on site at the 5me
of irtspec5on.
PROT'!CTON MD OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 5/S' TYPE "X' GYP BOARD (HABITABLE SPACE ABOVE)
' 1J2' GYP BOAP.D p,ESIDENCEJATTIC, FLOOPJCEILUNG)
2) OPE 4INGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3B',
OR 20 MINUTE FIRE P.ATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
• 400 5Q. FT. TO 30D0 SQ. FT.
SECTION A -A
f
(2)4'4 REaaR
24' MIN.
NOTES
D°aoonal wan bracing required an
Each comer and every 25 feet of wall
Walls within 3 fed of a property fine or
within 3 feet of a dwelling dust be 1 hour
rated. (JS- type 'X' oypsurn shsathing
on both sides of %aU). Openings are not
perrnittd in these uais. Garages ovr
3,D0D sq. if. require prat_eciian when
closer V-an 20 feet to the property One.
Parapets may be required.
ENGINEERED TRUSS OR
D-S
O.C.
ROOFING MATERIAL
,t4
ROOFING PAPER
Oc/5
7/(4 ROOF
SHEATI-IWG
SOUD BLOCKING
BETWEEN.TRUSSES
of
//( WALL SHEATHING
6' MIN.
24' MIN.
SIDING
6' MINN.
6'x12'
FOOTING
DOUBLE TOP PLATE
WALL HEIGHT 9
23cL/ @ /6 O.C.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
ANCHOR BOLTS
12'k9' MIN.
(7' INTO CONCRETE)
6. O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURED
aye r Fe/eel' o 12,
seckd.6 L'aficy - 99 '6
66"
059
/ ,re VCC Go 4-6 oNc�Ou �/✓�� —
�7V77,-T,eccc_rureL�
v& ,J
i MU4n /,'.1h,`c sLX
Ley
15
Ply
5098922449 P.01/01
1
f0 BUILD, SPOI(ANE,WA.,-Clint Brown
1'1h-m-G4-Ge.laZ 14 • 41J LUI'ItitKP'ItS1
A GAMBREL ATTIC
-_L
1
Job Reference (optionle___ ,
7.030 s JBn 3 2000 Mrrek Industries, Inc. Mon Mar 2e 15•36 30 2008 Pigs f
-1 $.4.d 0 6.7.14 64.14 6.4-2 73-0-0 194-2
6`4,0-7-14 281:417-0-0
Sx6 = Y
43
0-0-0
P1Bta 011SOk1 (X,Y): f3:04-4.p-1-117),.(5,0-3.4 0-t.tz), (B:O-T-.12,gi 8 10:0.7_12 1.9 -
LOADING (pef) _..: .----'_ ...--..
TCLL 30.0 SPACING 2-0-0 CSI
(Roof Snow■30.0) Plates Increase 1.15 TC 0.28
TCDL 7,0 LVmDer Increase 1.16 BC 0.70
BCLL 0,0 • Rep Stress Incr YES WO 0.54
Code IRC2009rTP12002 (Matrix)
8xa MT18d4 p ,2
LUMBER
TOP CHORD 2 X 6 t-1F 1800E 1,6E
BOT CHORD 2X12OF$$.
WEBS 2-X 4 OF Stud/Sto -Except'
WI 2 X 4 HF 180oF 1,5E, W4 2 X 4 HP 1800F 1,6E
BRACING
TOP CHORD
Structural wood sheathing directly applied or 4.4-5 oc punins.
BOT CHORD
Rlgld ceiling directly applied or 6.5.2 0e bracing,
WEBS
1 Row at mldpt 3-11 5-11
JOINTS
1 BroCe 3t Jt(S); 11
REACTIONS (lbisite)
2 = 329010-54
8 = 3290/0-5-8
Max Hort
2 =
•167(LC 6)
FORCES (lb) - First Load Case Only
TOP CHORD
1-2 = 30
3-113 3 • ' 2 12` t s 1 = -3577
1 15,e 0� 5.16 = 0
5-19 = 0 8-19 = 0 6-7 c 68
BOT CHORD
2-17 = 2128 10-17 = 2126 9-10 = 2179
8-9 • 2179 8.19 = 2131 6-18 a2131
WEBS
3-11 = -1563 6-11 = .1693 3-10 = 2599
5-8 a 2361 4.11 = 196
NOTES r . .
1) Wlnd: ASCE 7-05; 90mph: na25f1; TCOL..4,2psf: BCDL=6.opa Category II; Exp 8: endowed:
MWFR$ QOw.rtise); r3niilever left and fight exposod ; Lumbor DOLa1.00 plate grip DOL=1.00.
2) TCLL ASCE 7-06: Df=30.0 psf (flat roof snow): Cilogory 11: Exp 8: Penally Exp.; Cl= 1
3) Unbalanced snow loads have been considered for tills dostgn,
4) Tnls truss has been designed for greater of min roof live load of 16.0 poi or 2,00 °roes sof root load
0f 30.0 psi on Overhangs hen -Concurrent with other live loads,
6) This was nes been designed for a 10.0 psf bottom chord live load nonooncurrent with any olnor live
I03de.
6} All pules era MT20 plates unless otherwise indicated.
7)' This truss nee been designed for s live load of 20.0psf on the boron, chord in all areas where a
r9ctingle 9-0-0 tall by 2-0-0 wide will fit between the 5000111 chord and any other members.
8) Ceiling deed lead (5.0 psf) on member(;), 3-11, 5-11; Well dead load (10.0psf) on msmber(s).3-,0,
5-8'
9)
on,chordlive load
room. 6-10 chordt J end additional bottom chord dead load (5.0 psf) applied only to
room.
1D) This bU36 Is designed in acoordsnc0 with the 2005 Internatlanal Residential Code sections
RS02. 1 1.1 and R802,10.2 and n.Bf$hced-ek+ndard AN$I/TPI 1.
w
0
1.5x4 p
12-1-4
26-0-0
9
7x10 =/
5z0 MT16H))
0 10
Sx12 II
a
26-0-0
LOAD CA3E(S)
Standard
DEFL In (loc) I/defl Lid
vort(LL) -0.26 8-10 >999 360
vert(TL) -0..2 Bog >94B 240
Horz(TL) 0,02 8 n/e n/a
Wind(LL) 0.02 10 >999 240
IP; e
PLATES GRIP
MT20 1B5h46
WTI OH 186r140
Weight: 226 Ib
Scale =1:71
MAR 24 2008 14:51
TOTAL' P.01 '
5098922449 PAGE.01
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOODEleYOMPLI
SPOKANE VALLEY BUIL 'ING DIV
`-A^ 3 2 6
ION
E r