2008, 07-15 Permit App: 08002638 ResidenceProject Number: 08002638 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Date: 7/15/2008 Page 1 of 3
Permit Use: SFR W/ATT GAR
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Contact: DIAMOND ROCK CONSTRUCTION
Address: 2602 N SULLIVAN RD
C - S - Z: SPOKANE VALLEY, WA 99216
Phone: (509) 218-4924
Group Name:
Project Name:
Name: Range
District: East
Parcel Number: 55202.2312 Block:
SiteAddress: 109 S HOLIDAY RD
Location:: CSV
Lot:
Owner: Name: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN RD
SPOKANE VALLEY, WA 99216
Zoning: R-3 SF Res District
Water District: 134 CONSOLIDATED ID #19 Hold: ❑
Area: 8,037 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information •
Review
Building Plan Review
Released By: ..
Driveway/Approach
Originally Released: 7/15/2008 By: tmelbourn
Released By:
NO DRIVEWAY APPROACH REQUIRED
Originally Released: 7/15/2008 By: TMELBOU
Landuse/Zoning/HE Conditions
Released By: - -
Sewer Review
Originally Released: 7/10/2008 By: mpalaniuk
Released By:
Permits: r a_
Operator: JD Printed By: jmm
Print Date: 7/15/2008
Project Number: 08002638 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 7/15/2008 Page 2 of 3
Building Permit
Contractor: DIAMOND BACK Firm: DIAMOND BACK CONSTRUCTIO
Address: 2600 E SELTICE WAY #118 Phone: (208) 704-0828
POST FALLS ID 83854
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB 1,637 $155,498.63 1,637 $155,498.63
BASEMENT U R-3 VB 1,637 $24,555.00 1,637 $24,555.00
COV DECK R-3 VB 25 $375.00 25 $375.00
DECK OPEN R-3 VB 128 $1,920.00 128 $1,920.00
GARAGE U-1 VB 440 $8,360.00 440 $8,360.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals: 3,867 $190,708.63 3,867 $190,708.63
Units Unit Desc Fee Amount
1 SELECT $1,503.35
1 SELECT $4.50
1 SELECT $601.34
Permit Total Fees:
Mechanical Permit
$2,109.19
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<=100,00013TU
GAS PIPING
VENTILATING FANS
CLOTHES DRYER
HOOD -TYPE I1
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: jmm
Fee Amount
$10.00
$10.00
$12.00
$2.00
$30.00
$10.00
$10.00
Permit Total Fees: $84.00
Print Date: 7/15/2008
Project Number: 08002638 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 7/15/2008
Contractor: DIAMOND ROCK
Address: 2602 N SULLIVAN
SPOKANE VALLEY WA 99216
Item Description
TOILETSBIDETS
SINKS
SHOWERS
TUBS
DISH WASHERS
CLOTHES WASHER
MISCELLANEOUS FIXTURES
Plumbing Permit
Page 3 of 3
Firm: DIAMOND ROCK CONSTRUCTIO
Phone: (509) 924-8964
Units Unit Desc
2 NUMBER OF
4 NUMBER OF
1 NUMBER OF
2 NUMBER OF
1 NUMBER OF
1 NUMBER OF
2 NUMBER OF
Permit Total Fees:
Fee Amount
$12.00
$24.00
$6.00
$12.00
$6.00
$6.00
$12.00
$78.00
Notes:
Payment Summon,:
Permit Type
Building Permit
Mechanical Permit
Plumbing Permit
Fee Amount
$2,109.19
$84.00
$78.00
Invoice Amount
$2,109.19
$84.00
$78.00
$2,271.19 $2,271.19
Amount Paid
$0.00
$0.00
$0.00
Amount Owing
$2,109.19
$84.00
$78.00
$0.00 $2,271.19
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 13y: jmm Print Date: 7/15/2008
S`�poka e
4.0000,Valley®
For City Use//�YOnly
V
PLUS ProjectNumber Ill ?ynact
Project Address _
irrr.5 4.Oltdl\i
11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 .-
509.688.0036
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 .
i . Submit complete, accurate plans and documents..
Extra time may be required for re -submittals as project application reviewers [Work on multiple applications and it
mqy he several days before they can look at your new or revised information.' .
i 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 hest choice for the'entire review process.,
i 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 fee/ 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 Initiarreview is complete. By following this
procedure, you will save time'und 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 arwl 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 technicafstaff 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
Spokane
s— Valley
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, \VA 99206
(509)688-0036 FAX: (509)688-0037
Community Development wawspokanevallev.ore.com
Residential Construction
Permit Application
A New Construction
❑ Addition/Remodet
❑ Other:
=PERMITNUM 1117R:;p car
PERMITTEE
o Accessory I3kilg
❑ Deck
SITE ADDRESS /oi S, do/day
ASSESSORS PARCEL NO:
LEGAL DESCRIPTION: (o 1 /2 Bi t I Me/111 an "pier
13gilcling;otvnek; = T"4Y
Name: D ] 'c ✓ 4 e /kJ i2eir t Cans f ,
Address: r
City: Zip:
Phone: Fax:
LContactr$erson .
Name: 1-20,Ll\
Phone: 21 K- Lig Z.'4
Describe the scope of work in detail:
3,,;ia n k)eL.) SFR
eon tQtr
w 21-
r, Contractor.,
Name: Ole, wto 1 c9 foci it. CO AS
Address: 260z .t/ SU/livei4
City: s'po rl&tne viC Zip: 242-j;
Phone: 92 y- b'R 6 Fax: 9 26 ?o 9G/
Lic No: Exp. Date:
City Business Lic No:
Cost of Project:
I$70,,coo
**************The following MUST be com tete• i •
(wrte N/A
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature GA,ti t .P4711-9-
Date
Method of Payment: (Faxed permit applications will only be accepted with majorbankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
7/i/o1
0 Other
HEIGHT TO PEAK: Z-5DIMENSIONS:5-SXb0t
# OF STORIES: 1
TOTAL HABITABLE SPACE:
MAIN FLOOR -T TOO SQ. /
FTG: i /_ 3'� /r/p 3 /
2Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. -F7TG:
Au) - I �l�J (
IMPERVIOUS FACE
AREA: N J n
�'
FINISHEDBASEMENTGARAGE
SQ. FTG: 0
SQ. FTG'JD 7
6y�'7"
a EC OV. PAT2 SQ. FTG:
/ Ai, 23701 --PROPERTY:
30% SLOPES ON
41W-1-
# OF BEDROOMS:
3
CONSTRUCTION ION TYPE:
SU.
- AT •URCE:
IcturZxI ec.s S orr.e,Le
SEWER OR SEPTIC?
Set -t✓
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 application can be processed.
Signature GA,ti t .P4711-9-
Date
Method of Payment: (Faxed permit applications will only be accepted with majorbankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
7/i/o1
0 Other
C� l'euntt Centel
Su)okariea 11707 E Sprague Ave, Suite 106
c3 Valley
Community Development
Mechanical Permit
SITE ADDRESS 14
Spokane Valley. WA 99206
(509)688-0036 FAX' (509)688-0037
wwv. spokancralle', mu corn �_„..1VII I}FE
`PERMTT..-NLIMBE'
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#OF UNITS X
COST
1
FUEL BURNING APPLIANCE
Equal to or less than 100,000
X
00
2
3
4
5
6
7
8
9
10
11
FUEL BURNING APPLIANCE
UNLISTED APPLIANCE (Additional Fee)
UNLISTED APPLIANCE (Additional Fee)
USED APPLIANCE (W SEC min. AFUE rating)
USED APPLIANCE (W SEC min. AFUE rating)
BOILER/REFRIGERATION
BOILER/REFRIGERATION
BOILER/REFRIGERATION
BOILER/REFRIGERATION
BOILER/REFRIGERATION
12 GAS LOG, GAS INSERT, GAS FIREPLACE
13
RANGE
More than 100,000
515M0
= TOTAL AMOUNT
i a-
Equal to or less than 400,000
More than 400,000
Equal to or less than 400,000
More than 400,000
1 - 100M BTU
X
X
X
X
$50.00
$50.00
X
101 -500M BTU
X
501 -1,000M BTU
$1200
$20.00
1,001 - 1,750M BTU
X
X
00
More than 1,750M BTU
X
$1000
$10.00
14
DRYER
X
51000
15
FUEL BURNING WATER HEATER
X
510 00
I0
16
MISC FUEL BURNING APPLIANCE
x
$10.00
17
GAS PIPING (each outlet)
Z
X
$1.00
18
DUCT SYSTEMS
X
$10 00
19
VENTILATING FANS
3
x
$10.00
20
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
X
$12.00
7-
i (.)
3U
21
AIR HANDLER (DOES NOT include ducting)
Greater than 10,000 CFM
X
515.00
22
EVAPORATIVE COOLERS
X
$10 00
23
TYPE I HOOD
X
$50 00
24
25
26
27
28
TYPE II HOOD
HEAT PUMP/AIR CONDITIONER
AIR CONDITIONER
AIR CONDITIONER
AIR CONDITIONER
29 AIR CONDITIONER
0-3 TON
3-15 TON
x
X
15-30 TON
30-50 TON
X
X
X
More than 50 TON
30 LPG STORAGE TANK
31 WOOD OR PELLET STOVE/INSERT
32 WOOD STOVE - FREE STANDING
33 REPAIR & ADDITIONS
34 VENTILATION SYSTEMS
X
X
X
x
$1000
$1200
$20.00
$25.00
535.00
560.00
$10.00
$10 00
$25 00
$15.00
/Cl
$12,00
35 VENTILATION MECHANICAL EXHAUST
X
$12.00
36 INCINERATOR - RESIDENCE
X
$19.00
37 INCINERATOR - COMMERCIAL
x
522.00
METHOD OF PAYMENT:
['CASH 0 CHECK 0 VISA 0 MC
CARD 4
AUTHORIZED SIGNATURE:
DATE
EXPIRES
SUBTOTAL
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
REVISED 8/26/05
I'cunit Center
�.3g 11707 Il Sprague Ave, Suite 106
Valley Spokane \'alley, \VA 99206
(509)688-0036 FAX (509)688-0037
Community Development www spokanevallcy.mee cum ".;YERMIT'FEE:a
Plumbing Permit Application o Commercial Residential ...
1'1?lu(%I1'I'.NLTM13EI
SITE ADDRESS /Ass S. Hol(dti�, Ko�
Lou nutrng owner.
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Name• (W,K.Q
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Phone
Fax:
TUBS
Address:
X
$6.00
=
City State
4
Zip
License No:
„_�_ ,a„-_,�„
1
X
56 00
City Business License No
6
5
SINKS
,,_
r
_
yo, i=.,t. 'h.. ere., r.:--.'-'"'.r..T..E
j4 t ,s,.r-"wa",
r- -t 4'"s'`'s,. ° icr":.,.,uTe. ..,.«.
,m ..Ars':
2 9
Name: PG t/.,
DISHWASHER
Phone-
'Z I �'— �/� Z, y
$6.00
_... _. .
7
CLOTHES WASHER
1
X
X
$600
$6.00
AUTHORIZED SIGNATURE:
REVISED 8/26/05
DESCRIPTION OF WORK
# OF UNITS
X
COST
=
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
Z
X
56 00
=
/
2
URINALS
X
$6.00
=
2_
3
TUBS
'Z
X
$6.00
=
(-Z
4
SHOWERS (PER TRAP)
BATH, STALL, ON-SITE BUILT
1
X
56 00
=
6
5
SINKS
LAVSBASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
Ai
X
$6 00
2 9
6
DISHWASHER
1
X
$6.00
=
7
CLOTHES WASHER
1
X
X
$600
$6.00
=
=
‘,
8
GARBAGE DISPOSAL
9
WATER SOFTENER
X
$600
=
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
$6.00
11
FLOOR DRAINS
AREA, CASE, COIL. TRENCH, CONDENSATE
X
$6.00
12
ROOF DRAINS/OVERFLOW
DRAINS
X
$600
=
13
FOUNTAINS. DRINKING
X
$600
=
14
WATER PIPING/DRAIN-IN WASTE,
VENT. PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR
REVERSALS
X
$600
=
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
X
5600
=
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER, HOSE BIB,
- STEAMER
PROOFER, CARBONATOR SWAMP COOLER
Z
X
56 00
^7
) _
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R P B.P.D. FOR: VATS, TANKS, BOILERS
X
5600
=
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
$6 00
=
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
$600
=
20
MISCELLANEOUS PLUMBING
FIXTURE
X
56 00
=
21
PRIVATE SEWAGE DISPOSAUSYS
X
52000
=
22
INDUSTRIAL WASTE
INTERCEPTOR
X
$15,00
METHOD OF PAYMENT:
0 CASH 0 CHECKPROCESSING
DATE:
SUBTOTAL
,78
0 VISA 0 MASTERCARD
FEE
535.00
EXPIRES:
TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
PLANNING DCriOVED
BY.
DATE: ?40/Z0o8
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WASHINGTON STATE ENERGY CODE
TABLE 6-2
PRESCRIPTIVE REQUIREMENT S°'1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazindg
%Area +
of Floor
Glazin
U -Factor
s
Door
U -Factor
z
Ceiling
Vaulted
Ceiling'
Wall +z
Grade
Wall.
intll
Below
Grade
Wall.
ext4
Below
Grade
Floors
Slab s
on
Grade
Vertical
Overhead ++
.I.
12%
0.35
0.58
0.20
R-38
R-30
R -2I
int7
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%
032
0.58
0.20
R-38
R-30
R-19 +
R-58
R-21
R -I2
R-30
R-10
IV.
25%
Group R-1
and R-2
Occupancies
Only
0.35
0.58
0.20
R-38 /
U4.031
R-30 /
U=0.034
R-21
int7 /
U=0.054
R-15
R-12
R-30 /
11=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
int'
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 /
U4.031
R-30 /
U=0.034
R-21
int? /
U'0.054
R-15
R-12
R-30 /
U4.029
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�.40 or less is not included in
glazing area limitations.
11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement.
34 Effective July 1, 2007
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 3/einch-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'
.1:
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 80 COMMON OR
GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND
3' O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN. WIDTH = 16' FOR ONE STORY 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.
DOUBLE
2x4 POST
MIN. 4200 LB T1E-DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
SEE SECTION R60?.10.6.2 .V3 ,I/ti''^/C N612 c304 -T
Fie 0.1R TZ7 i' x eot-TCM cr t=ct,.1ivc`.411 z4 %VALE
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 fust 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
W111HIN 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
r.
FIGURE R602.10.6.2
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
16d NAIL AT 12 IN.O.C.
8d NAIL AT 6 IN.0 C.
(ALL PANEL EDGES)
16d NAIL AT 121N.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 0.C. ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(a) OUTSIDE CORNER DETAIL
W000 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)
Bd NAIL AT 6 IN.0 CALL FRAMING
MEMBERS AT PANEL EDGES AND 12 IN.
0.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
WALL CONSTRUCTION ,
1
1
1
FOUNDATIONS
TABLE R404.1.1(5) '
CONCRETE FOUNDATION WALLS"'
MAXIMUM
WALL
HEIGHT
(feet)
MAXIMUM
UNBALANCED
BACKFILL
HEIGHT'
(feet)
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING'•tl•.. " '
Soll classes' and design lateral soli (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
PCg
PC
PC
#4@35"
PCB
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"
PCg
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"
PCB PC
PC
#5@43"
PC
PC
PC
6
#4@37"
PCB
PC
PC
#5@37"
PC PC
PC
#6@37"
#5@43"
PCg
PC
7
#5@40"
PC
PC
PC
#6@37"
#5@41" PC
PC
#6@34"
#6@43"
PC PC
8
#6@43"
#5@47"
PCg
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"
PCB PC
PC
#5@40"
PC
PC` PC
6
#4@34"
PG
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" PCs
8
#6@38"
#5@41"
PCg
PC
#6@33"
#6@38" #5@37"
PCs
#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"
PCg PC
PC
#5@38"
PC
PC PC
6
#5@48"
PCB
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"h
9
#6@34"
#6@417
#4@48"
PCB
#6@23"
#7@37" #7@48"
#4@48"1'
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 rnm, 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 slah
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 J.: , 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.
I. 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".4l'k
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 Ni 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 vertical
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.
2) 15 rebar
o extend 24
nches beyond
pening.
Reinforcement for openings in plain concrete
(2) 15 re
beyond op
do not re
•
ar to extend
ning. Doorway:
uire rebar in
in bottom of opening.
1909.63 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.
•
WALL CONSTRUCTION
R611.7.1.3 Horizontal steel. Concrete walls with a
minimum thickness of 4 inches (102 mm) shall have a
minimum of one continuous No. 4 horizontal reinforc-
ing bar placed at 32 inches (812 mm) on center with one
bar within 12 inches (305 mm) of the top of the wall
story. Concrete walls 5.5 inches (140 mm) thick or
greater shall have a minimum of one continuous No.4
horizontal reinforcing bar placed at 48 inches (1219
mm) on center with one bar located with in 12 inches
(305 mm) of the top of the wall story.
For townhouses in Seismic Design Category C, the
minimum horizontal reinforcement shall be one No. 5
at 24 inches (610 m) on center or one No. 4 at 16 inches
(407 mm) on center. For all buildings in Seismic Design
Categories Dt and D2, the minimum horizontal rein-
forcement shall be one No. 5 at 18 inches (457 mm) on
center or one No. 4 at 12 inches (305 mm) on center.
Horizontal reinforcement shall be continuous around
building corners using corner bars or by bending the
bars. In either case, the minimum lap splice shall be 24
inches (610 mm). For townhouses in Seismic Design
Category C and for all buildings in Seismic Design Cat-
egories D, and D2, each end of all horizontal reinforce-
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices. Where lap splicing of vertical
or horizontal reinforcing steel is necessary, the lap
splice shall be in accordance with Figure R611.7.1.4
and a minimum of 40db, where db is the diameter of the
smaller bar. The maximum distance between
noncontact parallel bars at a lap splice shall not exceed
8db.
R611.7.1.5 Standard hook. Where the free end of a re-
inforcing bar is required to have a standard hook, the
hook shall be a 180 -degree bend plus 4db extension but
not less than 2'/2 inches, or a 90 -degree bend plus 12db
extension.
R611.7.2 Wall openings. Wall openings shall have a mini-
mum of 8 inches (203 mm) of depth of concrete for flat and
waffle -grid ICF walls and 12 inches (305 mm) for
screen -grid walls over the length of the opening. When the
depth of concrete above the opening is less than 12 inches
for flat or waffle -grid walls, lintels in accordance with Sec-
tion R611.73 shall be provided. Reinforcement around
openings shall be provided in accordance with Table
R611.7(1) and Figure R611.7(2). All reinforcement placed
horizontally above or below an opening shall extend a mini-
mum of 24 inches (610 mm) beyond the limits of the open-
ing. Wall opening reinforcement shall be provided in
addition to the reinforcement required by Sections R611.3,
R611.4, R611.5 and R611.7.1. The perimeter of all wall
openings shall be framed with a minimum 2 -inch by 4 -inch
plate, anchored to the wall with'/2-inch (12.7 mm) diameter
anchor bolts spaced a maximum of 24 inches (610 mm) on
center. The bolts shall be embedded into the concrete a mini-
mum of 4 inches (102 mm) and have a minimum of 1'/2 (38
mm) inches of concrete cover to the face of the wall.
Exception: The 2 -inch by 4 -inch plate is not required
where the wall is formed to provide solid concrete
around the perimeter of the opening with a minimum
depth of 4 inches (102 mm) for the full thickness of the
wall,
R611.7.3 Lintels.
R611.7.3.1 General requirements. Lintels shall be
provided over all openings greater than or equal to 2 feet
(610 mm) in width. Lintels for flat ICF walls shall be
constructed in accordance with Figure R611.7(3) and
Table R611.7(2) or R611.7(3). Lintels for waffle -grid
ICF walls shall be constructed in accordance with Fig-
ure R611.7(4) or Figure R611.7(5) and Table R611.7(4)
or R611.7(5). Lintels for screen -grid ICF walls shall be
constructed in accordance with Figure R611.7(6) or
Figure R611.7(7). Lintel construction in accordance
with Figure R611.7(3) shall be permitted to be used
with waffle -grid and screen -grid ICF wall construction.
Lintel depths are permitted to be increased by the height
of the ICF wall located directly above the opening, pro-
vided that the lintel depth spans the entire length of the
opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND
OPENING WIDTH (L) (feet)
MINIMUM HORIZONTAL
OPENING REINFORCEMENT
MINIMUM VERTICAL
OPENING REINFORCEMENT
Flat, Waffle-, and
Screen -Grid:
L< 2 (0.61)
None required
None required
Flat, Waffle-, and
Screen -Grid:
L >_ 2 (0.61)
Provide lintels in accordance with Section R611.7.3.
Provide one No. 4 bar within 12 inches (305 mm) from the
bottom of the opening. Top and bottom lintel
reinforcement shall extend a minimum of 24 inches (610
mm) beyond the limits of the opening.
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
bar for the full height of the wall story within 12 inches (305 mm) of
each side of the opening.
In locations with wind speeds greater than 110 mph (177 km/hr),
townhouses in Seismic Design Category C, or all buildings in
Seismic Design Categories D, and D1, 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
NO. 4 CONTINUOUS BAR
AS REQUIRED IN
SECTION R611.7.1
TOP OF WALL STORY
L<2'(0.61m)
FIG
R611.7(4)
611.7(5
FIG
R611.7(6)
611.7(7
MIDDLE OF SPAN, A.
NOT REQUIRING STIRRUPS
SEE TABLE R611.7(2), R611.7(3),
R611.7(4), R611.7(5), OR R611.7(8)
LINTEL REINFORCEMENT
AS REQUIRED
A
- LINTEL -
L 24"
0.6 m
>2'(0.61m)
24"
m
0.6
WALL REINFORCEMENT
AS REQUIRED
OPEN REINFORCEMENT
AS REQUIRED PER
TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN. MIN.
2.5 IN. MAX.
SEE TABLE R611.7(2).
R611.7(3), R611.7(6),
R611.7(9) OR R611.7(10) ->
For SI: 1 inch = 25.4 mm.
NOTE: Section cut through flat wall.
1•I
•ui
MIN
IMINI
■■I
■■i
■■I
■■O
■■I
■■u
■■.
■■I
1.5 IN. MIN.
2.5 IN. MAX
NO. 4 BAR LINTEL
REINFORCEMENT REQUIRED
MINIMUM NO. 3 STIRRUP
AS REQUIRED
INSULATING FORM
HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
FIGURE R611.7(3)
ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS
186 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS°,b",c,r
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)°
Supporting Light Framed
Supporting Roof Only 2nd Story and Roof
Supporting ICF Second Story
and Roof
Ground Snow Load
3.5
8
30 psf
4-9
(1-2)
70 psf
30 psf
4-2
(0-9)
3-10
(0-8)
12
6-8 5-5
(1-11) (1-3)
16
7-11
(2-9)
5-0
(1-1)
6-5 6-0
(1-9) (1-6)
70 psf
3-4
(0-6
30 psf
3-5
(0-6)
70 psf
3-1
(0-5)
4-5 4-6 4-0
(0-10) j (0-10) (0-8)
5-3 5-4 4-10
11-2) (1-2) (1-0)
20
8-11
(3-5)
7-4 6-9 6-0 6-1 5-6
(2-3) (1-11) (1-6) (1-7) (1-3)
24
9-10 8-1 7.6 6-7
(4-1) (2-9) (2-4)
5.5
8
5-2
(1-10)
12
16
20
8-10
(5-3)
(1-10)
6-9
(1-11)
6-1
(1-6)
-2 3-10
i1-21 (1-0)
3-5 3-5 3-1
(0-9) . (0-10) (0-8)
5-5 -0 4-5
(2-0) (1-9) (1-4)
4-6
(1-4)
6-5- 6-0 5-3 . . 5-4
(2-9) (2-5) (1-1(1) (1-11)
7-3 6-9
(3-6)
6-0 6-1 5-6
(3 7) (2-4) (2-5) (2-0)
24
9-8
(6-3)
8-0 7-5
(4-3) (3-8)
7.5
8
6-7
(2-11)
6-3 6-0
(3-0) (2-5)
5-2 4-2 3-11 3-5 3-6
(2-6) (1-8) (1-5) (1-1) (1-1)
3-2
(0-11)
12
6-7 5-5 5-0
4-5
(4-0) (2-8) (2-4)
4-6 4-1
(1-1
16 7.9 .. . 6-5 5-11
(5-5) (3-8) (3-3)
0) (1-70) (1-6)
5 3 5-4
(2-6) (2-7)
4-10
(2-2)
20
8-8
(6-10)
24
9.5
8
9-6
(8-2)
7-2
(4-8)
6-8
(4-2)
5-11
(3-3)
6-0
(3-4)
(2-9)
7-11
(5-8) -
7-4
(5-1)
5-2 4-2 : 3 1
(3-]) - (2-1) (1-9)
12
16
6-7 -
(5-0)
7-8
(6-9)
6-6
(3-11)
6-7
(4-1)
5-5 5-0 4-5 4-6
(3-4) (3-0) (2-4) (2-5)
6-4 5-11 5-3 5-4
(4-7) (9-2) .°`(- .. (3-3):.:v _:..(34)
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: 71240.
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 Toads and between lintel depths.
2003 INTERNATIONAL RESIDENTIAL CODE®
173
WALL CONSTRUCTION
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa'boef
NO. 5 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS, T LINTEL DEPTH, D
(inches) (inches)
3.5
8
MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)°
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
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
6-3
(1-3)
5-11
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
(1-22)
6-7
(1-2)
5-11
(1-0)
20
11-1
(3-5)
9-1
(2-3)
7-5
7-6
(1-6) (1-7)
6-9
(1-3)-
24
5.5
8
5-6
(1-10)
9-3
N 112 4)
4-10 4-7
(1-2) (1-0)
8-2 8-4
(1-10) 1111,
4-2 4-2
(0-9) (0-10)
7-6
1Z t `(1-6)
3-10
(0-8)
12
8-3
(3-0)
16
9-9
(4-1)
6-9
(2-0)
6-3
(1-9)
5-6
(1-4)
8-0
(22-9)
(2-5)
5-7
(1-4)
5-0
6-6 6-7 6-0
(1-10) (1-11) (1-7)
20
10-11 9-0
(5-3) (3-6)
24
12-0 9-11
(6-3) (4-3)
7.5
8
6-1
(2-6)
5-2
(1-
12
8-2
(4-0)
6-9
(2-8)
8-4 7-5
(3-1) (2-4)
7-6
(2-5)
9-3 8-2
(3-8) (2-11)
4-9 4-3
(1-5i (1-1i
8-3
(3-0)
1-1)
6-9
(2-0)
7-6
(2-5)
3-10
(0-11)
6-3
(2-4)
5-6
(1-10)
5-7
(1-10)
5-0
(1-6)
16
20
9-7 7-11
(5-5) I (3-8)
7-4
(3-3)
6-6
(2-6)
6-7 6-0
(2-7) (2-2)
10-10
(6-10)
8-11
(4-8)
8-4
(4-2)
7-4
(3-3)
7-6
(3-4)
6-9
(2-9)
24
11-10 9-10
(8-2) (5-8)
9.5
8
6-4 5-2
(3-1) (2-1)
12
8-2 6-8
(5-0). (3-4)
9-2
(5-1)
8-1
(3-11)
8-3
(4-1)
7-5
(3-4)
4-10 4-3 4-4
(1-0) (1-5) (1-5)
6-2 5-6 5-7•
(3-0) (2-4) (2-5)
5-0
(1-11)
16
20
9-6
(6-9)
7-11
(4-7)
7-4 6-6 6-7
(4-2) (3-3) (3-4)
5-11
(2-8)
10-8
(8-4)
8-10
(5-10)
8-3 7-4
(5-4) - (4-2)
7-5
(4-3)
6-9
(3-6)
24
11-7
(10-0)
9-9
(6-11)
9-0 8-1 8-2
(6-5) (5-0) (5-2)
7-5
(4-3)
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. 1 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: !/240.
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 62 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.
174 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
TABLE R611.7(8)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLS0',"°. t. o. h
(NO 4 OR NO.5) BOTTOM BAR SIZE
For SI: 1 inch = 25.4 mm; 1 foot = 304.8 mm; 1 pound per square foot = 0.0479 kPa; 1 pound per square inch = 6.895 kPa.
a. Table values are based on tensile reinforcement with a minimum yield strength of 40,000 psi (276 MPa), concrete with a minimum specified compressive strength
of 2,500 psi, and a building width (clear span) of 32 feet.
b. Spans located in shaded cells shall be permitted to be multiplied by 1.05 when concrete with a minimum compressive strength of 3,000 psi is used or by 1.1 when
concrete with a minimum compressive strength of 4,000 psi is used.
c. Deflection criterion is L/240, where L is the clear span of the lintel in inches.
d_ Linear interpolation shall be permitted between ground snow loads and between lintel depths.
e. Lintel depth, D, shall be permitted to include the available height of ICF wall located directly above the lintel, provided that the increased lintel depth spans the
entire length of the opening.
f. Spans shall be permitted to be multiplied by 1.05 for a building width (clear span) of 28 feet.
g. Spans shall be permitted to be multiplied by 1.1 for a building width (clear span) of 24 feet or less.
h. ICF wall dead load is 69 psf.
206
2006 INTERNATIONAL RESIDENTIAL CODE®
MAXIMUM CLEAR SPAN (feet -Inches)
Supporting Roof Only
Supporting Light -Framed Second
Story and Roof
Supporting ICF Second Story and
Roof
MINIMUM LINTEL
MINIMUM UNTEL
MAXIMUM GROUND SNOW LOAD (psi)
THICKNESS, T
(Inches)
DEPTH, D
(inches)
30
70
30
70
30
70
Flat ICF Lintel
8
2-6
2-6
2-6
2-4
2-5
2-2
12
4-2
4-2
4-1
3-10
3-10
3-7
3.5
16
4-11
4-8
4-6
4-2
4-2
3-11
20
6-3
5-3
4-11
4-6
4-6
4-3
24
7-7
6-4
6-0
5-6
5-6
5-2
8
2-10
2-6
2-6
2-5
2-6
2-2
12
4-8
4-4
4-3
3-11
3-10
3-7
5.5
16
6-5
5-1
4-8
4-2
4-3
3-11
20
8-2
6-6
6-0
5-4
5-5
5-0
24
9-8
7-11
7-4
6-6
6-7
6-1
8
3-6
2-8
2-7
2-5
2-5
2-2
12
5-9
4-5
4-4
4-0
3-10
3-7
7.5
16
7-9
6-1
5-7
4-10
4-11
4-5
20
8-8
7-2
6-8
5-11
6-0
5-5
24
9-6
7-11
7-4
6-6
6-7
6-0
8
4-2
3-1
2-9
2-5
2-5
2-2
12
6-7
5-1
4-7
3-11
4-0
3-7
9.5
16
7-10
6-4
5-11
5-3
5-4
4-10
20
8-7
7-2
6-8
5-11
6-0
5-5
24
9-4
7-10
7-3
6-6
6-7
6-0
Waffle -Grid ICF Lintel
8
2-6
2-6
2-6
2-4
2-4
2-2
12
4-2
4-2
4-1
3-8
3-9
3-7
6 or 8
16
5-9
5-8
5-7
5-1
5-2
4-8
20
7-6
7-4
6-9
6-0
6-3
5-7
24
9-2
8-1
7-6
6-7
6-10
6-2
For SI: 1 inch = 25.4 mm; 1 foot = 304.8 mm; 1 pound per square foot = 0.0479 kPa; 1 pound per square inch = 6.895 kPa.
a. Table values are based on tensile reinforcement with a minimum yield strength of 40,000 psi (276 MPa), concrete with a minimum specified compressive strength
of 2,500 psi, and a building width (clear span) of 32 feet.
b. Spans located in shaded cells shall be permitted to be multiplied by 1.05 when concrete with a minimum compressive strength of 3,000 psi is used or by 1.1 when
concrete with a minimum compressive strength of 4,000 psi is used.
c. Deflection criterion is L/240, where L is the clear span of the lintel in inches.
d_ Linear interpolation shall be permitted between ground snow loads and between lintel depths.
e. Lintel depth, D, shall be permitted to include the available height of ICF wall located directly above the lintel, provided that the increased lintel depth spans the
entire length of the opening.
f. Spans shall be permitted to be multiplied by 1.05 for a building width (clear span) of 28 feet.
g. Spans shall be permitted to be multiplied by 1.1 for a building width (clear span) of 24 feet or less.
h. ICF wall dead load is 69 psf.
206
2006 INTERNATIONAL RESIDENTIAL CODE®
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008
1-1/4" to 2" maximum
Nosing
of crea.
34"-38"
6' 8"
minimum
Handrail
Return ends to wall, or
terminate at newell post
34" — 38"
Triangular arca formed by tread,
riser and guardrail so that 6 inr
sphere can not pass through
Intermediate rail spacing or
pattern so that 4 -inch sphere
cannot pass through
REQUIRED WIDTH OFRUNSHALL
BE PROVIDED INTHISLOCATION
(SECTION 1003 2.3.82)
�1
'� NOTE HANDRAILS NOT
���1-�3 sHown FOR r1.WTY
STAIRWAYWIDTH
6
c,S O; LIMITATION:APPLIES TO Ra OCCUPANCY (SECTION 1003.33.82)
LS4, AND PRIVATE STAIRVAYS IN R -I OCCUPANCY
PLAN VIEW PLAN VIEW
WINDING STAIRWAY ALTERNATE USE OF WINDERS
REQUIRED WIDTH OF RUNSHALL
HE PROVIDED INTHIS LOCATION
ECTION 1003.3.3.A.1)
NOTE HANDRAILS
NOT SHOWN FOR CLARnY
LuJcwuu P'2-wp/
RISE BETWEEN TREADS
PLAN VIEW
CIRCULAR STAIRWAY
WALL
IMITATIONS:
I. ONLY APPLIES TO R.3 OCCUPANCY
0.140 PRIVATE STAIRWAYS IN
R -t OCCUPANCIES.
2 LIMITED TO SERVING A5 EXIT
FOR 400 SOUARE FEET MAXIMUM.
PLAN VIEW
SPIRAL STAIRWAY
Stair Dimensions
1
1
1
1
Width (36' minimum)
Rise (4" minimum -,8"s
if
Run Vir minimum)
The greatest riser height within any flight of
stairs shall not exceed the samllest by more
than 3/8". Stair treads shall be of uniform sizc
and shape, except the largest tread run within
any flight of stairs shall not cxcccd the smallest
1 Wb more than 3/8 inch.
Dc�INFa —T.4 /,} ?c ass t'4v
1 Onaerath regquired (two required if stair is open on
sides) if there arc four or more risers.
1 Height (34" to 38' above nosing of treads).
1 Projection (1-1/2 between handrail and wall).
1 Handrails shall be continuous the full length
of the stairs. Ends shall be 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 stops).
1 Openings (small enough that a 4" diameter
sphere can not pass through).
ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL
t-lle TOS
1rJusm;n ..ftl.ii?r„C�HIt
WALL
NOT ACCEPTABLE
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WR13
THE tONTWUDUS- TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
j1
NOTACCEPTABLE
NOT ACCEPTABLE
ole that while every effort is made to assure the accruacy of the information con ained 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/regulalory documents or
he appropriate division or staff.
{L
PCLIA S 5-/-tc 14-4' (4 L,/ 5 ('-r
1,.l, pyt�T4piP aS ii 14� Y� "Me} a fir•. I7"lu ..` r 1f 'MY
remarimamne taS"•J"'awaramr3S"'3 als MIA9V IDV1890P'"tri
11211N4i1RWIMIR`aA7lRlbf C441•1 ^a3xratl.RU414X4Qiw GIVIIE laHlanr•
.i a t,4,�iUs ` •.? 14iZ%:af _,laf :.CJ, Stix '�.I�:.�. �j:2h 4
vdr
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PAMIIIPk4it17014441 Jt£!k@'f }SIAM) ILMN 4aS1{S5ICASY7H17pmmt llM4 R a st:a ortreili 4
ptiktI iVMAININ6ffVMitilntr:Vtl.6Y+f7G1 t'b nrn1f00LINia11ltti.SA"7SPR'QRS'IJFWV&99Mty,A�
t }� « { rind s,
M7R71XS7J.,.@91W916'I1 ff.. RyH�1Y'ARl'F.:DAOq i'..R'A9A,..,,„..,610A.M.,.7A.,,,. 'gcP'iWWW..
G774IIMPRIII AVAt ritIMlq y 1411gyN CA PAittftitt t faiMAIMAtti 6@t149 MIREtrtirr
fi'69P74•n4�NiFTaHS lLLNafdBRitXtWiINYa'WYk1Y4f03Q6.1'>pPt ri. Fr1RWHRW{WWBc'A 7F g
9AAAPSMxk7fMN'.I�M191rtdCUA1YR51otAM'IF191W RT1C11AV1TJ9rHYVfi7R1Hl�aR]p111Yu"5R7'7A7ANM7,4J1'A4YN5'„L
IBIENRI
7g11HER M17tNa'i7A(w7IIMO R, NAY91AANt0
4,L
10:141191V®2M7
MTENE
1111
l 'IM� ‘4,:t1A,
7r Y tI , f' 40,91? dR ori d N bt$�5iare1F.t6�'S 1:: yr
n 1�S clFiki anc1 warty rra?.lSarwIxnreantl411ATA klA/i�gt}1oµ mo
LY y 't1Yp�r,fy ' Y+R . 6$g cc '+, 1 AV Or;' rr�r, �1 cY, au 1f'"Ck 1n.:
)
,
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2'\
,
! y
a ;
.
ƒ
{
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w/,
&
PROVIDE SOLID BLOCKING UNDER ALL COLUMNS
BEARING WALLS AND SHEAR -WALLS.
PROVIDE DOUBLE JOINTS BM UNDER ALL WALLS
PARALLEL TO WM UJiA.
PRCNIDE DOUBLE STUDS_ NMA TO FOUNDATION
UNDER ALL HIP ANO GIRDER TRUSSES U.N.O.
PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE.
EMERGENCY
FROM x111PMNROOMS
1) NET CLEAR OPENIII 5.7 SQUARE FEET
GRADE FLOOR OPENING FMK 4i') 5.0 SQUARE FEET
2) NET CLEAR OPENING HEIGHT 24 INCHES
3) NET CLEAR OPENING WIDTH 20 MICHES
4) MAX FINISIiED SIL1. IIT 44• MOVE FLOOR
51 E ME RGE NC Y ESCAPE iMEIGUE OPENING SHALL BE
OPERATIONAL FROM THE IIINE Of TME ROOM *MOUT
THE IJSE OF KEYS OR TOOLS
:.- SMOKE ALARMS SHALL BE INTERCON-
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS. AREAS APPROACHING
BEDROOMS, VAULTED CEILING
WITH RISE OF 24. & ON EACH FLOOR)
EXHAUST FANS
100, M. kitthn
50 CFM bath -moms
& latthdry Vail -1r°
-rb 1t7T �C I o fL
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
Vapo_ Ear -i -r
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
R6113 (2) or (3) or Engineering is
required. Reinforcement for openings in
plain concrete is also required.
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1:)
FOUNDATION. WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
18'-0"
44' 0"
11' 1"
10' 7"
4040SL egress
4040SL egress
5'0"
J
1
4040SL egress
2'6"
•
fo
L J
LIVING AREA
1639 sq ft
2'6
10' 5"
4040SL egress
4'0.
2-2x10 beam
2'6"
9' 11"
totA•b wsrr 41" Rtrt'pu t 26th
2'6"
® FwNt v AAt A
Bq
0
2-2x10 beam 1
k �J
2'4"
0
9' 2"
2'6"
9.9.
18' 8"
Minimum 24' x 7-96" x 10"
thickened concrete pad w/o
continuous footing for Girder
Truss or Glulam Beam above
GARAGE
19'-D" x 21'-6"
LU U
44' 0"
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.
O
Ana tc7of
fr
20' 0"
\ 3' 0" -4'-9"-
O
CO
ax./6 OCsc <
-1 TY GLASS -
m
44' 0"
6' 0"
l'-3" --2-0 2'-9" -.,----- 4'-6"
15' 4"
6' 0"
•
•
\ 3036SH
Goz,la. 3 Meted 3
4 'Y(' c 4 XYZ. 10
Ey-es
Gc2Z•!c2.---
\
6' " sliding glass door
•
T. 4'10"
\ 2030SH
df^
•
2'4'
•
6050SL egress
/
/
/
\ eGoz. /U, j
"- s d5
2'6"
3'-2"
11'-2"
y\a0f\L
4-10
S
4040SL egress
4-10"
4'0"
4040SL egress
/
/
/
/
/
/
/
/
/
7 6"
/
/
/
/
/
8050
Living Area
1639 sq ft
- 18'-8"
J
n
ih
..rricr MIMES*
�_^ NG - �,• VE:
:sieR ONE HOURRN sfigielpotn
w^
❑ 0 SQUARE FEET
5$1" ' 'fl ® : :LESPBQ OR
❑ 1/BP rifrreom i nc. FLOCZO/ROPINI
3'-2" -
GYPSUM BOARD USED FOR
INTERIOR BRACED WALL
CONSTRUCTION SHALL,BE
FASTENED NO FURTHER
THAN 7" O.G.
EQUIP a Y1' i
STEEOCOORBOAR
DOORSif USE OF
f vS ORI
GARAGE
19'-0" x 21'-6"
L
LIVING AREA
SAtlGsg4t-
44' 0"
16' 0"
20' 0"
'0'»
LANDING required on both sides or exit doors with mm. size or
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 1/2 in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 3A in. below
threshold provided the door does not swing over the landing.
7-
7'1
1
Lix4-1 (4- ,°
epeloCo.
elh i..2x to ' i w,
• �•� �. 1 • -
;)( lo Led3e r
4-4-4.4.t G e.-- -fo leo G454,
V /x '10611.1~5
0I �4%, e t,i• c .
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 M. frost
protection to finish erade with min 19 in fent;,,,,
02X 10 3"Qis+5@ It" o.C.
Flo JSe.
h
�W
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.
felt for ice
dam protection
`rD 2�`IM-tofr
€' K1 I R10 it um 04:aidbesard baffles
60 *felt
R602.13.5 continuous brace mail
7116" OSB Shing
8" HP lap siding
'Douse wrap under J vapor trannear
1 sq. Li 300 sq. ft. attic ventilate
15#felt
Engineered Trusses 24` D.C.
30 Year comp roofing
R-38 Blown iim insult
WIC OSB Sheathing 1/8" GAP
RE WEEN SHEATHING
1142"" drywall'
slime away from Round)
Sr drywall
2x4 16" O.C.
Int. Walls
6"x t 6" found.lwall mai—Treated ph
Anchor Bolts- Min. %i" x 9"
with 7" concrete embedment
at 6' o.c. and 12" from ends
of sill plates.
6" x 144" 100firng
2x111110" O.C.
passiveranion system
Damn -Proofing required on
foundation walls from top of
footing to finished grade of
crawl space or basement
Ext 16" 0.C.
R-21 Batt i saul4
3/4" 06B Sheathing
2x4 16" 0.C.
Draped insunl.
6 mull vapor barrier
111" drywall mill. fie taped
Maim door
Garage
4" cam Ibor
slope toward door
(A/4 n, red 711 Se/a1171-
711
Driveway Approach Deviations, relocations or alter-
ations to existing or designated driveway approaches in
subdivisions will require a right of way permit address-
ing storm water engineered configuration and sizing.
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
STolume
REVIEWED FOR CODE ' OM • LANCE
SPOKANE VALLEY aU;t'iN IVISION
-7-71A- 7 oK