2008, 05-09 Permit App: 08001712 Residence W/Garage'11 ock
k,;q. Permit Center
rPIZ
ane 11707 E Sprague Ave, Suite 106
�e �T Spokane Valley, WA 99206
(509)688 -0036 FAX: (509)688 -0037
Community Development www.spokanevallev.org.com
Re; identiai Construction
Permit Application
KN1ew Construction ❑ Accessory Bldg
❑ Additionfiternodeil ❑ Deck
❑ Other:
SITE ADDRESS /�ql, �_ nit;
ASSESSORS PARCEL NO: LEGAL DESCRIPTION: 1_01- gilc L;r6-4 A lw,t,/
Building owner
Name: )io, yhO/t d ZoC R (o)#S f.
Address:
City:
Zip:
Phone:
Fax:
contact Person
Name: Pau
Phone: 2„1 Yg241
Describe the scope of work in detail:
ai id a SP'IZ
on
actor
Name: i a -wit , d
Sf,
Address: 7,60 Z i(L S ; i / / ! I/ Cs ,1 12 01
City: SPo nL or Zip: 99 ZIL,
Phone: q 2 ld - 31 6/ Fax: q 2c,- $n q q
Lic No: Exp. Date:
City Business Lic No:
Cost of Project:
$ 70, 000
* * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * **
HEIGHT TO PEAK: 24
MAIN FLOOR TO SQ.
FTG: y
FINISHED BASEMENT
SQ. FTG: —'
# OF BEDROOMS:
DISCLAIMER
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 applicatioi an be processed.
DIMENSIONS:
2"" FLOOR SQO FTG:
# OF STORIES:
UNFIN BASEMENT SQ. FTG:
GARAGE SQ. FAG
CONSTRUCTION TYPE:
C/97
DECK/COV. PATIO SQ. FTG:
X00
HEAT SOURCE:
Nciturct( %as Pur,Lace
TOTAL HABITABIE��
i'igr
IMPERVIOUS SURFACE
AREA:
30% SLOPES ON
PROPERTY: Mit
SEWER OR SEPTIC?
Signature _ Date
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN #:
Authorized Signature:
REVISED 8/25/2005
❑ Other
Project Number: 08001712 Inv: 1 Application Date: 5/9/2008 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
®, Ft:*�......"-°''.5,�#•e °.'.,`. ✓as=.. ."a,...e °v"_�.",M.w`s+'d -k"14. %�°T a';r T. .:.1,,, ,. .',7Wa7..wra `:Y _
Permit Use: SFR W/ATT GAR Contact: DIAMOND ROCK CONSTRUCTION
Address: 2602 N SULLIVAN
C-S-Z: SPOKANE VALLEY WA 99216
Setbacks:Front 25 Left: 5 Right: 15 Rear: 24 Phone: (509)218-4924
Group Name:
Site In formation:
Project Name:
Plat Key: Name: Range District: East
Parcel Number: 45144.3204 Block: Lot:
SiteAddress: 14916 E ALKI LN Owner:Name: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN
Location::CSV SPOKANE VALLEY WA 99216
Zoning: CF Community Facilities
Water District: 010 VERA Hold: ❑
Area: 6,600 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review In formation: Y � : ... f , _ a .. . .
Review
Building Plan Review Released Er
Originally Released: 5/8/2008 By: tmelbourn
Driveway/Approach Released
Ni-
Originally Released: 5/9/2008 By: jdavis
Landuse/Zoning/HE Conditions '1Pafg
�
Originally Released: 5/7/2008 By: kkendall
Sewer Review Released By:
Originally Released: 5/6/2008 By: jdavis
Operator: JD Printed By: JD Print Date: 5/9/2008
Project Number: 08001712 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/9/2008 Page 2 of 3
Building Permit
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509) 924 -8964
SPOKANE VALLEY WA 99216
Building Characteristics
Building Height 24
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1 &2 FAMILY R -3 VB 1,490 $141,535.10 1,490 $141,535.10
BASEMENT U R -3 VB 1,490 $22,350.00 1,490 $22,350.00
DECK OPEN R -3 VB 100 $1,500.00 100 $1,500.00
GARAGE U -1 VB 440 $8,360.00 440 $8,360.00
Totals: 3,520 $173,745.10 3,520 $173,745.10
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1,408.15
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW < 7999 SQ FT 1 SELECT $563.26
Permit Total Fees:
Mechanical Permit
$1,975.91
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509) 924 -8964
SPOKANE VALLEY WA 99216
Item Description
DUCT SYSTEMS
GAS WATER HEATER
GAS APPLIANCE <= 100,000BTU
GAS PIPING
VENTILATING FANS
CLOTHES DRYER
HOOD -TYPE II
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
2 # OF UNITS
3 NUMBER OF
1 NUMBER OF
1 NUMBER OF
Operator: JD Printed By: JD
Fee Amount
$10.00
$10.00
$12.00
$2.00
$30.00
$10.00
$10.00
Permit Total Fees: $84.00
Print Date: 5/9/2008
Project Number: 08001712 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 5/9/2008 Page 3 of 3
Plumbing Permit
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509) 924 -8964
SPOKANE VALLEY WA 99216
Item Description Units Unit Desc Fee Amount
TOILETSBIDETS 2 NUMBER OF $12.00
SINKS 4 NUMBER OF $24.00
SHOWERS 1 NUMBER OF $6.00
TUBS 2 NUMBER OF $12.00
DISH WASHERS 1 NUMBER OF $6.00
CLOTHES WASHER 1 NUMBER OF $6.00
MISCELLANEOUS FIXTURES 2 NUMBER OF $12.00
Permit Total Fees: $78.00
Notes:
NW corner of Progress and Sprague (parent Parcel No. 45144.2145) IS NOT ALLOWED ANY
individual freestanding or monument signs for Tract A -E of BSP- 03 -04. See project No. 05- 001343 for
multi- business complex sign. (4- 26 -05) KK
Progress Elementary parcels 45144.0317 and 45144.1031 have restrictive environmental covenant
placed upon them. See building address file for copy of Environmental Covenant.
Payment Summary•
Permit Type
Building Permit
Mechanical Permit
Plumbing Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$1,975.91 $1,975.91 $0.00 $1,975.91
$84.00 $84.00 $0.00 $84.00
$78.00 $78.00 $0.00 $78.00
$2,137.91 $2,137.91 $0.00 $2,137.91
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: JD
Print Date: 5/9/2008
Sitikane�
Valley
Site Address: 14916 E ALKI LN
Parcel Number: 45144.3204
Zoning: CF
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: VERA
New project ❑
Previous pre -app meeting ❑
Plan revisions LJ
Transmittal Date:
Tuesday, May 06, 2008
Project Number: 08001712
Applicant: DIAMOND ROCK CONSTRUCTION Owner: DIAMOND ROCK CONSTRUCTION
2602 N SULLIVAN 2602 N SULLIVAN
SPOKANE VALLEY WA 99216 SPOKANE VALLEY WA 99216
(509) 218 -4924
e -mail: e-mail:
Contact: DIAMOND ROCK CONSTRUCTION Occupant:
2602 N SULLIVAN
SPOKANE VALLEY WA 99216 e -mail.
(509) 218 -4924
e -mail:
Contractor: DIAMOND ROCK CONSTRUCTION Arch / Engineer:
2602 N SULLIVAN
SPOKANE VALLEY WA 99216
(509) 924 -8964
e -mail:
ECEOWE
Project SFR W /ATT GAR
Description:
Q
L D
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
N
SITE PLA
N
PLAN
S
e
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Spokane
Valley®
For City Use Onl
PLUS Project Number <5, 0\1 \2
Project Address
(19 (C
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
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PLANNING DEPT. APPROVED
BY
DATE
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f
WASHINGTON STATE ENERGY CODE
TABLE 6 -2
PRESCRIPTIVE REQUIREMENT S °'t 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.
Effective July 1, 2007
34
Option
Glazing
Area10:
% o of Floor
Glazin
U- Factor
s
Door
U- Factor
Ceiling2
Vaulted
Ceiling
Wall 12
Above
Grade
ll.
Wa a
int
Below
Grade
Wall•
a
ext
Below
Grade
Floors
Slab 6
on
Grade
Vertical
t1
Overhead
I.
12%
0.35
0.58
0.20
R -38
R -30
R -21
int'
R -21
R -12
R -30
R -10
II.*
15%
0.35
0.58
0.20
R -38
R -30
R -19 +
R -58
R -21
R -12
R -30
R -10
III.
17%
0.32
0.58
0.20
R -38
R -30
R -19 +
R -58
R -21
R -12
R -30
R -10
IV.
25%
Group R -1
and R -2
Occupancies
Only
0.35
0.58
0.20
R -38 /
U.031
R -30 /
U =0.034
R -21
int" /
U�.054
R -15
R -12
R -30 /
U =0.029
R -10 /
F =0.54
V.
Unlimited
Group R -3
and R-4
Occupancies
Only
0.35
0.58
0.20
R -38
R -30
R -19+
R -58
R -21
R -12
R -30
R -10
VI.
Unlimited
Group R -3
and R-4
Occupancies
Only
0.30
0.58
0.20
R-49 or
R -38 Adv
R -38
R -21
int7
R -21
R -12
R -30
R -10
VII.
Unlimited
Group R -1
and R -2
Occupancies
Only
0.32
0.58
0.20
R -38 /
U =0.031
R -30 /
U =0.034
R -21
int" /
U =0.054
R -15
R -12
R -30 /
U =0.029
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 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.
Effective July 1, 2007
34
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 3/8-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 panel 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 5/8- inch - diameter (16
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 panel 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'
•
MiN. 3" X 11.25" NET HEADER
•1
140
6' TO 18'
1 ROWS OF 16D SINKER NAILS AT 3" O.C. TYP.
•
•
•
•
FASTEN TOP PLATE TO HEADER WITH TWO
1000 LB STRAP OPPOSITE SHEATHING
1000 LB
STRAP
FASTEN SHEATHING TO HEADER WITH 80 COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PA( I ERN AS SHOWN AND
3° O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
•j• _— MIN. 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
•t STRUCTURAL PANEL SHEATHING
MIN.
DOUBLE
2x4 POST
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
I• CONCRETE AND NAILED INTO FRAMING)
�I•
SEE SECTION
fj i�.>LR R62 10 6 2 'H 3czr
o 8c, r6 t %N A
«
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
panel 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).
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
TT
ii
J.
1:
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
2006 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
16d NAIL AT 12 IN.O.C.
8d NAIL AT 6 IN.O.C.
(AU. 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 121N. 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(11
8d NAIL AT 61■. O.C. ALL FRAMING
MEMBERS AT PANEL EDGES AND 12IN.
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
1
FOUNDATIONS
TABLE R404.1.1(5) '
CONCRETE FOUNDATION WALLSh, I,j. k
MAXIMUM
WALL
HEIGHT
(feet)
MAXIMUM
UNBALANCED
BACKFILL
HEIGHT"
(feet)
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING`, d, e, f, 1
Soil classes' and design lateral soil (psf per foot of depth)
GW, GP, SW and SP
30
GM, GC, SM, SM -SC and ML
45
SC, ML -CL and inorganic CL
60
Minimum wall thickness (inches)
5.5
7.5
9.5
11.5
5.5
7.5
9.5
11.5
5.5
7.5
9.5
11.5
5
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
6
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
PC
PCs
PC
PC
#4 @ 35"
PCg
PC
PC
6
PC
PC
PC
PC
#5 @48"
PC
PC
PC
#5 @ 36"
PC
PC
PC
7
4
PC
PC
PC
PC
PC
PC .
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
PC
PC
PC
PC
#5 @47"
PC
PC
PC
6
PC
PC
PC
PC
#5 @42"
PC
PC
PC
#6 @43"
#5 @48"
PCs
PC
7
#5 @46"
PC
PC
PC
#6 @42"
#5 @46 '.
PCg
PC
#6@ 34"
#6 @48"
PC
PC
8
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
#4 @38"
PCs
PC
PC
#5 @43"
PC
PC
PC
6
#4 @37"
PCg
PC
PC
#5 @37"
PC
PC
PC
#6 @37"
#5 @43"
PCs
PC
7
#5 @40"
PC
PC
PC
#6 @37"
#5 @41"
PC
PC
#6 @34"
#6 @43"
PC
PC
8
#6 @43"
#5 @47"
PCs
PC
#6 @34"
#6 @43"
PC
PC
#6 @27"
#6@ 32"
#6 @44"
PC
9
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
#4 @35"
PCs
PC
PC
#5 @40"
PC
PC`
PC
6
#4 @34"
PCg
PC
PC
#6 @48"
PC
PC
PC
#6 @36"
#5 @39"
PCg
PC
7
#5 @36"
PC
PC
PC
#6 @34"
#5 @37"
PC
PC
#6 @33"
#6 @38"
#5 @37"
PCg
8
#6 @38"
#5 @41"
PCs
PC
#6 @33"
#6 @38"
#5 @37"
PCg
#6 @24"
#7 @39"
#6 @39"
#4 @48 ""
9
#6 @34"
#6 @46"
PC
PC
#6 @26"
#7 @41"
#6 @41"
PC
#6 @19"
#7 @31"
#7 @41"
#6 @39"
10
4
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
PC
5
PC
PC
PC
PC
#4 @33"
PCs
PC
PC
#5 @38"
PC
PC
PC
6
#5 @48"
PCs
PC
PC
#6 @45"
PC
PC
PC
#6 @34"
#5 @37"
PC
PC
7
#6 @47"
PC
PC
PC
#6 @34"
#6 @48"
PC
PC
#6 @30"
#6 @35"
#6 @48"
PCg
8
#6 @34"
#5 @38"
PC
PC
#6 @30"
#7 @47"
#6 @47"
PCg
#6 @22"
#7 @35"
#7 @48 "
#6 @45 ""
9
#6 @34"
#6 @41."
#4 @48"
PCg
#6 @23"
#7 @37"
#7 @48"
#4 @48 "h
DR
#6 @22"
#7 @37"
#7 @47"
10
#6 @28"
#7 @45"
#6 @45"
PC
DR
#7 @31"
#7 @40"
#6 @38"
DR
#6 @22"
#7 @30"
#7 @38"
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa; 1 pound per square foot per foot = 0.157 kPa/mm.
a. Soil classes are in accordance with the United Soil Classification System. Refer to Table R405.1
b. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where there is an interior concrete slab, the unbalanced back -
fill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
c. The size and spacing of vertical reinforcement shown in the table is based on the use of reinforcement with a minimum yield strength of 60,000 psi. Vertical rein-
forcement with a minimum yield strength of 40,000 psi or 50,000 psi is permitted, provided the same size bar is used and the spacing shown in the table is reduced
by multiplying the spacing by 0.67 or 0.83, respectively.
d. Vertical reinforcement, when required, shall be placed nearest the inside face of the wall a distance d from the outside face (soil side) of the wall. The distance d is
equal to the wall thickness, t, minus 1.25 inches plus one -half the bar diameter, db (d = t - (1.25 + db /2). The reinforcement shall be placed within a tolerance of ± 3/8
inch where d is less than or equal to 8 inches, or ± 1/2 inch where d is greater than 8 inches.
e. In lieu of the reinforcement shown, smaller reinforcing bar sizes and closer spacings resulting in an equivalent cross - sectional area of reinforcement per linear foot
of wall are permitted.
f. Concrete cover for reinforcement measured from the inside face of the wall shall not be less than 3/4 inch. Concrete cover for reinforcement measured from the out-
side face of the wall shall not be less than 11/2 inches for No. 5 bars and smaller, and not less than 2 inches for larger bars.
g. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified compressive strength of concrete f,', is 4,000 psi.
h. A plain concrete wall with a minimum thickness of 11.5 inches is permitted, provided minimum specified compressive strength of concrete, f , is 3,500 psi.
i. Concrete shall have a specified compressive strength of not less than 2,500 psi at 28 days, unless a higher strength is required by note g or h.
j. "DR" means design is required in accordance with ACI 318 or ACI 332.
k. "PC" means plain concrete.
1. Where vertical reinforcement is required, horizontal reinforcement shall be provided in accordance with the requirements of Section R404.4.6.2 for ICF founda-
tion walls.
FOUNDATIONS
TABLE R404.1.1(5)--continued CONCRETE FOUNDATION WALLS',"'
h. A plain concrete wall with a minimum thickness of 11.5 inches is permitted,provided minimum specified compressive strength of concrete,f',is 3,500 psi.
i. Concrete shall have a specified compressive strength of not less than 2,500 psi at 28 days,unless a higher strength is required by note g or h.
j. "DR"means design is required in accordance with ACI 318 or ACI 332.
k. "PC"means plain concrete.
1. Where vertical reinforcement is required,horizontal reinforcement shall be provided in accordance with the requirements of Section R404.4.6.2 for ICF founda-
tion walls.
R404.4.6.2 Horizontal reinforcement. When verti sal
reinforcement is required, ICF foundation walls shall
have horizontal reinforcement in accordance with this
section.ICF foundation walls up to 8 feet(2438 mm)in
height shall have a minimum of one continuous No. 4
horizontal reinforcing bar placed at 48 inches(1219 mm)
on center with one bar located within 12 inches (305
mm) of the top of the wall story. ICF Foundation walls
greater than 8 feet(2438 mm)in height shall have a mini-
mum of one continuous No.4 horizontal reinforcing bar
placed at 36 inches (914 mm) on center with one bar
located within 12 inches(305 mm)of the top of the wall
story.
R404.4.6.3 Wall openings.Vertical wall reinforcement
required by Section R404.4.2,R404.4.3 or R404.4.4 that
is interrupted by wall openings shall have additional ver-
tical reinforcement of the same size placed within 12
inches(305 mm)of each side of the opening.
•
WALL CONSTRUCTION
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLS"'`'`“
NO. 4 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS, T
(inches)
LINTEL DEPTH, D
(inches)
MAXIMUM CLEAR SPAN, (feet- inches)
(Number is Middle of Span, A)e
Supporting Roof Only
Supporting Light Framed
2nd Story and Roof
Supporting ICF Second Story
and Roof
Ground Snow Load
30 psf
70 psf
30 psf
70 psf
30 psf
70 psf
3.5
8
4-9
(1 -2)
4-2
(0 -9)
3 -10
(0 -8)
3 -4
(0 -6)
3 -5
(0 -6)
3 -1
(0 -5)
12
6 -8
(1 -11)
5 -5
(1 -3)
5 -0
(1 -1)
4-5
(0 -10)
4 -6
(0 -10)
4 -0
10 -8)
16
7 -11
(2 -9)
6 -5
(1 -9)
6 -0
(1 -6)
5 -3
(1 -2)
5 -4
(1-2)
4 -10
(1 -0)
20
8 -11
(3 -5)
7 -4
(2-3)
6 -9
(1 -11)
6 -0
(1 -6)
6 -1
(1 -7)
5 -6
(1 -3)
24
9-10
(-1-1)
8 -1
(2 -9)
7 -6
(2-4)
6 -7
(1 -10)
6 -9
(1 -11)
6 -1
(1 -6)
5.5
8
5 -2
(1 -10)
4 -2
(1 -2)
3 -10
(1 -0)
3 -5
(0 -9)
3 -5
(0 -10)
3 -1
(0 -8)
12
6-8
(3-0)
5 5
(2 -0)
5-0
(1 -9)
4 -5
(1-4)
4 -6
(1-4)
4 -1
(1-1)
16
7 -10
(4 -1)
6 -5
(2-9)
6 -0
(2 -5)
5 -3
(1 -10)
5-4
(1 -11)
4 -10
(1 -7)
20
8 -10
(5 -3)
7 -3
(3 -6)
6 -9
(3 -1)
6-0
(2 -4)
6-1
(2 -5)
5 -6
(2 -0)
24
9 -8
(6 -3)
8 -0
(4 -3)
7 -5
(3 -8)
6 -7
(2 -11)
6 -8
(3 -0)
6 -0
(2 -5)
7.5
8
5-2
(2 -6)
4-2
(1 -8)
3 -11
(I -5)
3 -5
3-5
(1 -1)
3 -6 3 -2
(1 -1) (0 -11)
12
6 -7
(4 -0)
I 5 -5
I (2 -8)
5 -0
1 (2-4)
45
(1 -10)
4 -6 4 -1
(1 -10) (i -6)
16
7 -9
(5 -5)
j 6 -5
(3 8)
5 -11
(3 -3)
5 -3
(2 -6)
5 -4 4 -10
(2 -7) (2-2)
20
8 -8
(6 -10)
7 -2
(4-8)
6 -8
(4-2)
5 -11
(3 -3)
6 -0 5 -5
(3 -4) (2 -9)
24
9 -6
(8 -2)
7 -11
(5 -8)
7 -4
(5 -1)
6 -6
(3 -11)
1
6 -7 6M
(4 -1) (3 -4)
9.5
8
5 -2
(3 -1)
4 -2
(2 -1)
3 -11
(1 -9)
3 -5
(1 -5)
3-6
(1 -5)
3 -2
(1 -2)
12
6 -7
(5-0)
5 -5
(3 -4)
i 5-0
(3 -01
4 -5
(2-4)
4-6
(2 -5)
4 -1
(1 -1I)
16
8
(6-9),
1 6-9
. j ... < (4-7) -
, 5-11
(4-2)
5 -3
5-4
�- (3-4)
4 -10
(2 -8)
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN /m2, 1 pound per square foot = 0.0479 kN /m2.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an
assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall
be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criteria: 11240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light - framed wall dead load is 10 psf
e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure
R611.7(2) and Section R611.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
2003 INTERNATIONAL RESIDENTIAL CODE®
173
WALL CONSTRUCTION
R611.7.1.3 Horizontal steel. Concrete walls with a screen-grid walls over the length of the opening.When the
minimum thickness of 4 inches (102 mm) shall have a depth of concrete above the opening is less than 12 inches
minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec-
ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around
bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table
story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed
greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini-
horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open-
mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in
(305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3,
R611.4, R611.5 and R6.11.7.1. The perimeter of all wall
For townhouses in Seismic Design Category C, the
minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch
at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/Z inch(12.7 mm)diameter
(407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on
Categories DI and D2, the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini-
forcement shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 1'/2(38
mm
center or one No.4 at 12 inches(305 mm)on center. )inches of concrete cover to the face of the wall.
Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required
building corners using corner bars or by bending the where the wall is formed to provide solid concrete
bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum
inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the
Category C and for all buildings in Seismic Design Cat- wall.
egories Dl and D2,each end of all horizontal reinforce- R611.7.3 Lintels.
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be
or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet
splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be
and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and
smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid
noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig-
8db, ure R611.7(4)or Figure R611.7(5)and Table R611.7(4)
R611.7.1.5 Standard hook.Where the free end of a re- or R611.7(5).Lintels for screen-grid ICF walls shall be
constructed in accordance with Figure R611.7(6) or
inforcing bar is required to have a standard hook, the Figure R611.7(7). Lintel construction in accordance
hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used
not less than 2V2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction.
extension. Lintel depths are permitted to be increased by the height
R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro-
mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the
waffle-grid ICF walls and 12 inches (305 mm) for opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL
OPENING WIDTH(L)(feet) OPENING REINFORCEMENT OPENING REINFORCEMENT
Flat,Waffle-,and
Screen-Grid: None required None required
L<2(0.61)
In locations with wind speeds less than or equal to 110 mph(177
km/hr)or in Seismic Design Categories A and B,provide one No.4
Provide lintels in accordance with Section R611.7.3. bar for the full height of the wall story within 12 inches(305 mm)of
Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the each side of the opening.
Screen-Grid: bottom of the opening.Top and bottom lintel
2(0.61) reinforcement shall extend a inimum of 24 inches(610 In locations with wind speeds greater than 110 mph(177 km/hr),
L? m
mm)beyond the limits of the opening. townhouses in Seismic Design Category C,or all buildings in
Seismic Design Categories D,and D„provide two No.4 bars or one
No.5 bar for the full height of the wall story within 12 inches(305
mm)of each side of the opening.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h.
NOTE:This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva-
lent rectangular cross section.This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
172 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLSa,b'o,d,t
NO.5 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS, T
LINTEL DEPTH, D
MAXIMUM CLEAR SPAN, (feet- inches) (Number is Middle of Span, A)e
Supporting Roof
Supporting Light Framed 2nd Story
and Roof
Supporting ICF Second Story and
Roof
Ground Snow Load
30 psf
70 psf
30 psf
70 psf
30 psf
70 psf
(inches)
(inches)
3.5
8
4-9
(1 -2)
4 -2
(0 -9)
3 -11
(0 -8)
3 -7
(0 -6)
3 -7
(0 -6)
3 -5
(0 -5)
12
7 -2
(1 -11)
6 -3
(1 -3)
5 -11
(1 -1)
5 -5
(0 -10)
5 -5
(0 -10)
5 -0
(0 -8)
16
9 -6
(2 -9)
8 -0
(1 -9)
7 -4
(1 -6)
6 -6
(1 -2)
6 -7
(1 -2)
5 -11
(1 -0)
20
11 -1
(3 -5)
9-1
(2 -3)
a, 8 -4
(1-11)
7-5
(1-6)
7 -6
(1 -7)
6 -9
(1 -3)
24
8
:'.
12 -2
(4-1)
5 -6
(1 -10)
10 -0
(2 -9)
4 -10
(1 -2)
9 -3
(2-4)
4 -7
(1 -0)
8 -2
(1-10)
4 -2
(0 -9)
8-4
(1 -11) -
4 -2
(0 -10)
7 -6
(1 -6)
3 -10
(0 -8)
-,
5.5
12
8 -3
(3-0)
6 -9
(2-0)
6 -3
(1 -9)
5 -6
(1 -4)
5 -7
(1 -4)
5 -0
(1 -1)
16
9 -9
(4 -1)
8-0
(2 -9)
7-5
(2 -5)
6-6
(1 -10)
6-7
(1 -11)
6 -0
(1 -7)
20
10-11
(5 -3)
9-0
(3 -6)
8 -4 7 -5
(3-1) (2 -4)
7 -6 6-9
(2 -5) (2-0)
24
12 -0
6 -3)
9 -11
(4 -3)
9 -3
(3 -8)
4 -9
(( -5)
8 -2 8 -3 7 -6
(2 -11) (3 -0) (2 -5)
7.5
8
6 -1
(2 -6)
5 -2
(1 -8)
4 -3 4 -3
(1 -1) (1 -1)
3 -10
(0-11)
12
8 -2
(4 -0)
6 -9
(2 -8)
6 -3 5 -6 5 -7
(2 -4) (1 -10) (1 -10)
5 -0
(1 -6)
16
9 -7
(5 -5)
7 -11
(3 -8)
7 -4 6 -6 6 -7 6 -0
(3 -3) (2 -6) (2 -7) (2-2)
20
10 -10
(6 -10)
8 -11
(4-8)
8 -4
(4-2)
7 -4 7 -6 6 -9
(3 -3) j (3-4) (2-9)
24
11-10
(8 -2)
9 -10
(5 8)
9 -2
(5-1)
8 -1 8 -3 7 -5
(3 -11) (4 -1) (3 -4)
9.5
8
6 -4
(3 -1)
5 -2
(2 -1)
4 -10
(1 -9)
4 -3 4-4 3 -11
(1 -5) (1 -5) (1 -2)
12
8-2 6-8
(5 -0) (3 -4)
6-2
(3-0)
5-6
(2 -4)
6 6
(3 -3)
5 -7
(2-5)
5 -0
(1 -11)
16
9 -6 7 -11
(6 -9) (4 -7)
7-4
(4 -2)
6 -7
(3-4)
5-11
(2 -8)
20
10 -8 8 -10
(8 -4) (5 -10)
8 -3 7 -4 7-5
(5 -4) (4 -2) (4 -3)
6-9
(3 -6)
24
11 -7 9 -9
(10M) i6 -11)
9 -0 8 -1 8 -2
(6 -5) (5 -0) (5 -2)
7 -5�
1473)
For SI: 1 inch = 25 4 mm, 1 foot = 304.8 mm, I pound per square inch = 6.895 kN /m', 1 pound per square foot = 0.0479 kN /m'.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent
rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criterion: 11240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light - framed wall dead load is 10 psf
e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section
R611.73.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
174
2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
FIG
R611.7(3)
FIG MIDDLE OF SPAN, A.
NO.4 CONTINUOUS BAR R611.7(4) NOT REQUIRING STIRRUPS
AS REQUIRED IN -611.7(5 SEE TABLE R611.7(2), R611.7(3),
SECTION R611.7.1 R611.7(4), R611.7(5), OR R611.7(8)
TOP OF WALL STORY FIG LINTEL REINFORCEMENT
R611.7(6)
-511.7(7 AS REQUIRED
Z co -LINTEL-
i
/// I
/// /ii
i
I
I L<2' (0.61 m) 24" L ?_ 2' (0.61 m) X24
rr 0.6 m; 0.6 m)
OPEN REINFORCEMENT
WALL REINFORCEMENT AS REQUIRED PER
AS REQUIRED TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN.MIN.
2.5 IN.MAX. 14---T
A l A ■■i ■■1
-L III Iii
■■1 ■ii NO.4 BAR LINTEL
KM NM REINFORCEMENT REQUIRED
BM MI
■■M ■■1
SEE TABLE R611.7(2), ■■� ■■1
R611.7(3),R611.7(8), d ■■� ��� MINIMUM NO.3 STIRRUP
R611.7(9)OR R611.7(10). D �:; ��; AS REQUIRED
MEI MI
■•1 ■■I
NMI MI
EMI Eon INSULATING FORM
ISM NM
MI MEI
• ■■I •■1
MEI NMI
1.5 IN.MINI. —
2.5 IN.MAX. HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
For SI: 1 inch=25.4 mm.
NOTE:Section cut through flat wall.
I FIGURE R611.7(3)
ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS
186 2003 INTERNATIONAL RESIDENTIAL CODE®
2) #5 rebar
o extend 24
riches beyond
opening.
Reinforcement for openings in plain concrete
(2) #5 re
beyond op
do not re
ar to extend
ning. Doorway:
uire rebar in
in bottom of opening.
1909.6.3 Openings in walls. Not less than two No. 5 bars shall be provided around
window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond
the corners of openings.
* All openings for windows and doors in structural plain concrete walls must be
bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of
the wall, the bars must be placed on all four sides of the opening. For openings
extending to the bottom of the wall, the bars are only necessary along the sides and
top. To provide continuity at the corners of the openings, the bars must extend 24
inches (610 mm) past the corners. These extensions should occur at all four corners
of an opening not extending to the bottom of the wall, and at the two top corners for
other openings.
city of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue, 4106, Spokane Valley, Washington 99206 - Tel 509- 921 -1000 - Fax 509- 921 -1008
1 -1/4" to 2" maximum
Nosing
of trea.
34 " -38"
Handrail
Return ends to wall, or
terminate at newell post
Intermediate rail spacing or
pattern so that 4 -inch sphere
cannot pass through
Triangular area formed by tread,
riser and guardrail so that 6 in
sphere can not pass through
REQUIRED WIDTH OF RU N'S HALL
8E PROVIDED INTH IS LO CATION
(SECTION 1003.3.3.8.2)
`1‘C)3 NOTE: HANDRAILS NOT
�
Z�`pp3�
5
SHOWN FOR GLARrTY
REQUIRED WIDTH OFRUNSHALL
BEPROVIDED 1NTHIS LOCATION
ECTION 1 DD3.3.3.81)
NOTE: HANDRA LS
NOT SHOWN FOR CLARITY
STAIRWAYWIDTH
LIMrTAT1ON: APPLIES TO R -3 OCCUPANCY • (SECTION 1003-33.82)
AND PRIVATE STAIRWAYS IN R -1 OCCUPANCY
PLAN VIEW
WINDING STAIRWAY
PLAN VIEW
CIRCULAR STAIRWAY
WALL.
yI`:!::!i@ E! i:!!•,;! p;: L!;i :;:.•!;I ";! +:!};!i;.li! +ti!B!i!
PLAN VIEW
ALTERNATE USE OF WINDERS
MAXIMUTA 91R -NCH
RISE BETWEEN TREADS
.10
COLUMN z
CENTER SUPPORT
7Ir MIN.
LIMITATIONS:
1. ONLY APPLIES TO R-3 OCCUPANCY
AND PRIVATE STAIRWAYS IN
R -1 OCCUPANCIES.
2. IJ141TED TO SERVING AS EXIT
FOR 400 SQUARE FEET MAXIMUM_
PLAN VIEW
SPIRAL STAIRWAY
Stair Dimensions
1
1
1
Width (36" minimun
Rise (4" minimum ,8^' maximum)
Run (minimum)
1 The greatest riser height within any flight of
stairs shall not exceed the samllcst by more
than 3/8 ". Stair treads shall bc of uniform size
and shape, except the largest tread nun within
any flight of stairs shall not cxcccd the smallest
by more than 3/8 inch.
Handrails
osING% —.N "J / " Ansx 1''4"
1 One required (two required if stair is open on
sidcs) if there arc four or more risers.
1 Height (34" to 38" above nosing of treads).
1 Projection (1 -1/2 between handrail and wall).
1 Handrails shall be continuous the full length
of the stairs. Ends shall bc returned or shall
terminate in newel posts or safety terminals.
Guardrails
1 Required if 30" or more above grade.
1 Height (36" high at landings - handrail height
at steps).
1 Openings (small enough that a 4" diameter
sphere an not pass through).
ACCEPTABLE SHAPES AND INSTALLATIONS -- HANDRAIL
MIN
.:: ism;;: 6FKef-.: v::, : :a• ^;::;:w.'.,;tI�L1r, ?-. +!; +:
T
WALL
NOT ACCEPTABLE
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
• THE 'CONTINUOUS TERMINOLOGY IN THE CODE-
HANDRAIL CONTINUITY
1 -tp'To r 1'h'
1- 1!'T02
�To
1 -1 /4' 1 Vz
TO 2" MIN
3'h" MAX
NOTACCEPTABLE NOT ACCEPTABLE
rote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy.
ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
• detailed information on a particular project, permit, or code requirement refer directly to applicable file and /or code /regulatory documents or
he appropriate division or staff.
aTi436e3Ritiel30 k.?31403 7,P1Kli14164 3
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741044Tryv M.Th Dr IC01413f4i M.
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1/117.-;
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leg * 00tE - 23
DARAi.) .,38A .
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SS
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING 1100MS
1) NET CLEAR OPENING 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 441 5.0 SQUARE FEET
2) NE! rt f AR OOPE NING HEIGHT 24 INCHES
3) NE T CLEAR i.Pt,NING WIDTH 2O INCHES
7 MAX FINtst +ED SILL HEIGHT 44- ABOVE FLOOR
E ME R I T! WY ESCAPE & RESCUE OPENING SHALL BE
;;Alit N At )ROM THE INSIDE OF THE ROOM WITHOUT
IHI ■SE of ht VS OR TOOLS
SMOKE ALARMS SHALL BE INTERCON-
NPCTED AND HARD WIRED IN
THAT THE ACTIVATION OF CONE
ALARM WILL ACTIVATE
ALL ALARMS.
AREAS (BEDROOMS, A APPROACHING
(B
BEDROOM. VAULTED C E I L I N G
WITH RISE OF 24" & ON EACH FLOOR)
EXHAUST FANS
100;CFM kitchen
50.±CFM bathrooms
& laitund`Cy JI
To �1CTto l�
STAIRWAYS: Minimum width 36 in. with min. tread
run of 10 in., max. rise of 7 3/4 in. & nosing of 3/4 -1 1/4 in.
Min. 6 ft. 8 in. headroom. Enclosed usable space under
stairways requires 1 hour fire protection of /2 in. GWB
UPC 508.2 — Water heaters require anchoring or
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
Washington State Ventilation
and Indoor Air Quality Code
requires a source specific and
whole house ventilation system
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.
Radon Mitigation System
required with 6 mil
Vapor Barrier
WINDOW WELL:
Min. 9 sq. ft. horizontal area.
Min. 3 ft. horizontal projection and width.
Max. 44 in. vertical depth without a ladder
Concrete lintels shall conform to Tables
R611.7 (2) or (3) or Engineering is
required. Reinforcement for openings in
plain concrete is also required.
CONCRETE TO COMPLY TO IRC TABLE 4041.1(1)
FOUNDAI ION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARINGWALLS AND SHEAR-WALLS.
PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS
PARALLEL TO SPAN UNTO.
PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION
UNDER ALL HP AND GIRDER TRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE.
0
v
15' 0"
40' 0"
11'4"
3' -10"
3' 6"
11' 4"
3' -6'
m
Essi
5'0"
4040SL egress
UP
2,6"
4040SL egress
10' 6"
N
4'0"
L2 -2x10 beam
4. -0"
•
2'6„ B vi F= a' A)
4'0"
3' 10" —
4040SL egress
10' 6"
2'6"
0.d�11T d"J 9�11=
io
r 0 I n
2'4"
9' 2"
9' 0"
T
2'6"
S
2x10 floor joists 12" O.C.
4040SL egress
2'6"
18'-6"
15' 0"
GYPSUM BOARD USED FOR
INTERIOR BRACED WALL
CONSTRUCTION SHALL E
FASTENED NO FURTHER
THAN 7" O.C.
--------------- - - - --
5' 0"
LIVING AREA
isme'ft
20' 0"
Er)
R602.10.4 Brace Wall Panel min. 48 in.— 96 in.
R602.10.5 Continuous Wood Structural Panel Sheathing
R602.10.6.1 Alternate Brace Wall Panel min.28in. -42in.
R602.10.6.2 Alternate Brace Wall Panel min. l6in. -24in.
IBC 2305 Engineered Shear Wall Bracing
O
0)
O
0)
N
15' 0"
7' 9"
2'3
40' 0"
9' 8"
6' 0"
3' 8" 7, 6"
15' 4"
I\
7' 10"
7t
6050SL egress
\
50" sliding glass doo
\
4040SL egress
/
/
/
/
/
/
/
/
/
/
8050
--
n
i
4'0"
4040SL egress
10' 0"
/
) MATERIALS APPROVED FOR ONE HOUR FIRI
CONSTRUCTION ON THE GAR SIDE:
❑ 5!8" TYPE "*" GYP BOAR ;HABITABLE SPAC
❑ 1/2" GVP OAR() (RESI■CNCF ATTIC. FLOOR,
2) OPENINGS BETWEEN GARAGE ANf; RESIDENCE
EQUIPPED WITH SOLID WOOD DOOR, SOLID OR H[
STEEL DOORS NOT LESS THAN 1 3/8 ", OR 20 MINE
DOORS.
GARAGE
19' -0" x 21' -6"
L
. (oz . (o. 3 1\\c
wrilW2Ve()-:,i(at-4x2-pr-r4lAkt
Egress windows openable
(VS5 5.7 sq. ft.;- 44" x111
40 -0"
16'x7'OHD
0
En
f WE;EN
ALLI HAVE:
kElISTIVE
ABJVFi OR
CEILING)
A IL BE
rEYC OMB CORE
TE FI E RATER
N
10'-0"
20 0"
10' -0"
LIVING AREA
1479 sq ft
N1101.3.1 — Attic insulation certification required as to
R— value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
1 sq.. iftil 300 sq. ft. attic ventilati
15# fell
Ertagineened Trusses 24.E 0.C.
,iii# felt for ice ca db a baffles
50
dam protection wit
-r 24. t oiDo6.
esyr€ttaL uJAc.._
R602.134 ,,S ,fu
?!1e" osia Sheathing
8 " HP lap sidling
Hie wrap under sidirm
s>pe away ' from
30 Year comp roofing
R -38 Blown iim ic►>uli.
7I/116" OSB Sheathing
1/8" G A P
BETWEEN SHEATHING
1J2 drywail1
vapor ba r
" drywall
2x4 16" 0.C.
Int. Walls
314" 06B Sheathi
2x10 le" O.C.
8,.x ` 6 ind. narirreatted gate
parssikaeutallon system
Anchor Bolts- Min. 'A" x 9"
with 7" concrete embedment
at 6' o.c. and 12" from ends
of sill plates.
_D_a_n_ott0_0fin 1 required on
foundation walls from top of
footing to finished grade of
crawl space or basement
Z
6"x 141'" baling
DIped WSW
X21
.. _ aaou Cam. 4.
o2xio Led14�
P.r
L
4o fn o v54
10
c2 b L ,2x to K: -; ,ne,
v?X l0 30 s -F5 e 16," o .
Wove
DECKS: Ledger board requires ' /2" lag bolt @ 16" o.c. with
flashing behind. Guardrail 36 in. high required if floor more than
30 in. above grade. Picket spacing no more than 4 in. apart. Posts
require approved base and beam connectors. Min. 24 in. frost
protection to finish grade with min. 12 in. footing base.
d
`2
CITY COPY
0