2006, 09-12 Permit Application: 06003690 AdditionCommunity DevelopmentC,
Residential' C'onstr Pion
Permit Application
PERMIT NUMBER: ,3
PERMIT FEE:
E. +
� I C'
L [' I W (:On §traction ❑ Accessory Bldg
❑ Additio emodel, ❑ Deck
❑ Other:
SITE ADDRESS e 7) f L� KI
ASSESSORS PARCEL NO: "f 5l 0 if a C� 7S�L.EGAL DESCRIPTION:
Building owner 6, r4I t o I
DIM �S� S
/\
Name:
Name:
Address: 1 r2_, & /9` ( / �f \ !
MAIN FLOG O SQ.
FTG:
7 )0
n t
City: ,�'PoK /1�'./V(►�Q, Zip:. ��t7` 1
2_,
Phone: 1 P'7l 7Fax:
City:
- Contact :Person., is
Name:
Phone: (`' r 7 9 ( 7
Contraetoi_
DIM �S� S
/\
# OF STO
Name:
`
MAIN FLOG O SQ.
FTG:
7 )0
Address:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
City:
GARAGE Q. FTG:
Lf t 0C?
Zip:
Phone:
SQ. FTG:
Fax:
Lic No •
HEATS URCE:,
Ci -ec r,'c ' �9 /r
Exp. Date:
ity Business Lic No:
Describe the scope of work in detail: Cost of Project:
9-cicl 'a f3.Qa1f erns l 1 R ��%CO / ) GASP/witty
uPD/g mi91)N Flo* , Rc. , ) a°ot,.)4.
* * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * **
HEIGHT �O, Pie:
/v
DIM �S� S
/\
# OF STO
ES:
TOTAL HABIT� -E SPACE:
/C� �3 l()
MAIN FLOG O SQ.
FTG:
7 )0
2"" FLOOR SQ. FTG:
Q 1 14
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMT
GARAGE Q. FTG:
Lf t 0C?
DECK/ PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
SQ. FTG:
# OF BEDROOMS:
CO TRUCTI N TYeE:
fir► CK- R0r
'�9
HEATS URCE:,
Ci -ec r,'c ' �9 /r
SEWER OR SEPTIC?
SP A
DISCLAII►YC`ER
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
Date .q"/-66
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN #:
❑ Other
Authorized Signature:
REVISED 8/252005
Spanokane
galley
11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206
509.921.1000 • Fax: 509.921.1008 • cityhall @spokanevalley.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and /or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8 ") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One -hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
Project Number: 06003690 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 9/18/2006 Page 1 of 3
Project Information:
Permit Use: ADD 2 BDRMS, 1 BATH IN BASEMENT, UPDATE Contact: KELSEY, GREG
MAIN FLOOR,REROOF /WINDOWS Address: 8712 E ALKI
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 218 -2967
Group Name:
Project Name:
Site Information:
Plat Key:
Name: Range
District: Nort
Parcel Number: 45184.0759 Block:
SiteAddress: 8712 E ALKI AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Width: 0
Area: .00 Acres
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: KELSEY, GREG
Address: 8712 E ALKI
SPOKANE VALLEY, WA 99206
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Flood Plain
Released By:
Building Plan Review
Originally Released: 9/15/2006 By: amblake
Released By:
Sewer Review
Permits:
Originally Released: 9/15/2006 By: TMELBOU
ReF
Originally Released: 9/18/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 9/18/2006
Project Number: 06003690
Inv: 1
• Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 9/18/2006
Contractor: OWNER
Description Gm Type
BASEMENT R R -3 VB
Item Description
RESIDENTIAL PERMIT FEE
SF PLNS RVW < 7999 SQ FT
HOURLY REVIEW FEE
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application:
Notes Sq Ft Valuation
ADD 2 0 $13,000.00
BDRMS,BA
TH
Contractor: OWNER
Item Description
CLOTHES DRYER
RANGE
Contractor: OWNER
Item Description
TOILETS/BIDETS
SINKS
TUBS
DISH WASHERS
WATER HEATER - ELECTRIC
Operator: AMB
Page 2 of 3
Total Project:
Sq Ft Valuation
0 $13,000.00
Totals: 0 $13,000.00
Units Unit Desc
1 SELECT
1 SELECT
1 # OF HOURS
Permit Total Fees:
Mechanical Permit
0 $13,000.00
Fee Amount
$223.25
$89.30
$47.00
$359.55
Firm: OWNER
Phone: (000) 000-0000
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
Permit Total Fees:
Plumbing Permit
Firm: OWNER
Phone: (000)
Units Unit Desc
2 NUMBER OF
3 NUMBER OF
2 NUMBER OF
1 NUMBER OF
1 NUMBER OF
Permit Total Fees:
Printed By: AMB Print Date:
Fee Amount
$10.00
$10.00
$20.00
000 -0000
Fee Amount
$12.00
$18.00
$12.00
$6.00
$6.00
$54.00
9/18/2006
Project Number: 06003690
Notes:
Inv: 1
• Application Date: 9/18/2006
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Page 3 of 3
Payment Summary:
Permit Type
Building Permit
Mechanical Permit
Plumbing Permit
Fee Amount
$359.55
$20.00
$54.00
Invoice Amount
$359.55
$20.00
$54.00
Amount Paid
$0.00
$0.00
$0.00
Amount Owing
$359.55
$20.00
$54.00
$433.55 $433.55 $0.00 $433.55
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: AMB Printed By: AMB
Print Date: 9/18/2006
Project Number: 06003690 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 9/15/2006
Project Information:
Page 1 of 2
Permit Use: ADD 2 BDRMS, 1 BATH IN BASEMENT, UPDATE Contact: KELSEY, GREG
MAIN FLOOR,REROOF /WINDOWS Address: 8712 E ALKI
C - S - Z: SPOKANE VALLEY, WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 218 -2967
Group Name:
Project Name:
Site Information:
Plat Key:
Name: Range
District: Nort
Parcel Number: 45184.0759 Block:
SiteAddress: 8712 E ALKI AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: .00 Acres
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Flood Plain
Lot:
Owner: Name: KELSEY, GREG
Address: 8712 E ALKI
SPOKANE VALLEY, WA 99206
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Released By:
Originally Released: 9/15/2006 By: amblake
Building Plan Review
Released By k
Sewer Review
Permits:
Ob
Released By:
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000 -0000
Operator: AMB Printed By: AMB Print Date: 9/15/2006
WSEC TABLE 6 -2
PRESCRIPTIVE REQUIREMENTS °'1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Area1D:
% of floor
Glazing U- Factor
Door9
1J-
Factor
Ceiling2
Vaulted
Ceiling
Wa1112
Above
Grade
Wall?
into
Below
Grade
Wall?
ext
Below
Grade
Floors
Slabs
on
Grade
Vertical
Overhead „
I.
10%
0.40
0.58
0.20
R -38
R -30
R -21
int7
R -21
R -12
R -30
R -10
II.
15%
0.40
0.58
0.20
R -38
R -30
R -19+
R-58
R -21
R -12
R -30
R -10
III.
17%
0.37
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
Occupancy
Only
0.35
0.58
0.20
R -38 /
U =0.031
R -30 /
U =0.034
R -21
int7 /
U =0.054
R -15
R -12
R -30 /
U =0.029
R -10 /
F =0.54
V.
Unlimited
Group R -3
Occupancy
Only
0.35
0.58
0.20
R -38
R -30
R -21
int7
R -21
R -12
R -30
R -10
VI.
Unlimited
Group R -1
Occupancy
Only
0.32
0.58
0.20
R -38 /
U =0.031
R -30 /
U =0.034
R -21
int7 /
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.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R -10, or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material, manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R -5
insulation.
WSEC Builder's Field Guide 5th Edition
COOPERATIVE EXTENSION
WASHINGTON STATE UNIVERSITY
rj ENERGY PROGRAM
1 -7
FLOORS
TABLE R502.5(1)
GIRDER SPANS' AND HEADER SPANS' FOR EXTERIOR BEARING WALLS
Maximum spans for Douglas fir - larch, hem -fir, southern pine and spruce - pine -fir° and required number of jack studs)
GIRDERS AND
HEADERS
SUPPORTING
SIZE
GROUND SNOW LOAD (psf)°
30
50
Building width` (feet)
20
28
36
20
28
36
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Roof and ceiling
2 -2x4
3 -6
1
3 -2
1
2 -10
1
3 -2
1
2 -9
1
2 -6
1
2 -2x6
5 -5
1
4-8
1
4 -2
1
4-8
1
4-1
1
3 -8
2
2 -2x8
6 -10
1
5 -11
2
5-4
2
5 -11
2
5 -2
2
4-7
2
2 -2x10
8 -5
2
7 -3
2
6 -6
2
7 -3
2
6 -3
2
5 -7
2
2 -2x12
9 -9
2
8 -5
2
7 -6
2
8 -5
2
7 -3
2
6-6
2
3 -2x8
8 -4
1
7 -5
1
6 -8
1
7 -5
1
6 -5
2
5 -9
2
3 -2x10
10 -6
1
9 -1
2
8 -2
2
9 -1
2
7 -10
2
7 -0
2
3 -2x12
12 -2
2
10 -7
2
9 -5
2
10-7
2
9 -2
2
8 -2
2
4-2x8
7 -0
1
6-1
2
5 -5
2
6 -1
2
5 -3
2
4-8
2
4-2x10
11 -8
1
10 -6
1
9 -5
2
10 -6
1
9 -1
2
8 -2
2
4-2x12
14-1
1
12 -2
2
10 -11
2
12 -2
2
10-7
2
9 -5
2
Roof, ceiling and one
center - bearing floor
2 -2x4
3 -1
1
2 -9
1
2 -5
1
2 -9
1
2 -5
1
2 -2
1
2- 2x6
4-6
1
4 -0
1
3 -7
2
4 -1
1
3 -7
2
3 -3
2
2 -2x8
5 -9
2
5 -0
2
4-6
2
5 -2
2
4-6
2
4 -1
2
2 -2x10
7 -0
2
6-2
2
5 -6
2
6-4
2
5 -6
2
5 -0
2
2 -2x12
8 -1
2
7 -1
2
6 -5
2
7-4
2
6 -5
2
5 -9
3
3 -2x8
7 -2
1
6 -3
2
5 -8
2
6 -5
2
5 -8
2
5 -1
2
3 -2x10
8 -9
2
7 -8
2
6 -11
2
7 -11
2
6 -11
2
6 -3
2
3 -2x12
10 -2
2
8 -11
2
8 -0
2
9 -2
2
8 -0
2
7 -3
2
4-2x8
5 -10
2
5 -2
2
4-8
2
5 -3
2
4-7
2
4-2
2
4-2x10
10 -1
1
8 -10
2
8 -0
2
9 -1
2
8 -0
2
7 -2
2
4-2x12
11 -9
2
10 -3
2
9 -3
2
10 -7
2
9 -3
2
8 -4
2
Roof, ceiling and one clear
span floor
2 -2x4
2 -8
1
2-4
1
2 -1
1
2 -7
1
2 -3
1
2 -0
1
2 -2x6
3 -11
1
3 -5
2
3 -0
2
3 -10
2
3 -4
2
3 -0
2
2 -2x8
5 -0
2
4-4
2
3 -10
2
4-10
2
4-2
2
3 -9
2
2- 2x10
6-1
2
5 -3
2
4-8
2
5 -11
2
5 -1
2
4-7
3
2 -2x12
7 -1
2
6 -1
3
5 -5
3
6 -10
2
5 -11
3
5-4
3
3 -2x8
6 -3
2
5 -5
2
4-10
2
6 -1
2
5 -3
2
4-8
2
3 -2x10
7 -7
2
6 -7
2
5 -11
2
7 -5
2
6 -5
2
5 -9
2
3 -2x12
8 -10
2
7 -8
2
6 -10
2
8 -7
2
7 -5
2
6-8
2
4-2x8
5 -1
2
4-5
2
3 -11
2
4-11
2
4 -3
2
3 -10
2
4-2x10
8 -9
2
7 -7
2
6 -10
2
8 -7
2
7 -5
2
6-7
2
4-2x12
10-2
2
8 -10
2
7 -11
2
9 -11
2
8 -7
2
7 -8
2
Roof, ceiling and two
center - bearing floors
2 -2x4
2 -7
1
2 -3
1
2 -0
1
2-6
1
2 -2
1
1 -11
1
2 -2x6
3 -9
2
3 -3
2
2 -11
2
3 -8
2
3 -2
2
2 -10
2
2- 2x8
4-9
2
4-2
2
3 -9
2
4-7
2
4-0
2
3 -8
2
2 -2x10
5 -9
2
5 -1
2
4-7
3
5 -8
2
4-11
2
4-5
3
2- 2x12
6-8
2
5 -10
3
5 -3
3
6 -6
2
5 -9
3
5 -2
3
3 -2x8
5 -11
2
5 -2
2
4-8
2
5 -9
2
5 -1
2
4-7
2
3 -2x10
7 -3
2
6-4
2
5 -8
2
7 -1
2
6 -2
2
5 -7
2
3 -2x12
8 -5
2
7-4
2
6-7
2
8 -2
2
7 -2
2
6-5
3
4- 2x8
4-10
2
4-3
2
3 -10
2
4-9
2
4-2
2
3 -9
2
4-2x10
8-4
2
7-4
2
6-7
2
8 -2
2
7 -2
2
6 -5
2
4-2x12
9 -8
2
8 -6
2
7 -8
2
9 -5
2
8 -3
2
7 -5
2
(continued)
90
2003 INTERNATIONAL RESIDENTIAL CODE®
rt-vvr.5
TABLE R502.5(1)— continued
GIRDER SPANS' AND HEADER SPANS' FOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas fir - larch, hem -fir, southern pine and spruce - pine -fir° and required number of jack studs)
GIRDERS AND
HEADERS
SUPPORTING
GROUND SNOW LOAD (psfr
30 I 50
Building width` (feet)
20
28
36
20
28
36
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
Span
NJ°
SIZE
Roof, ceiling and
two clear span
floor
2 -2x4
2 -1
1
1 -8
1
1-6
2
2-0
1
1 -8
1
1 -5
2
2- 2x6
3-1
2
2 -8
2
2-4
2
3-0
2
2 -7
2
2 -3
2
2- 2x8
3-10
2
3-4
3
3-0
3
3 -10
2
3-4
2
2 -11
3
2- 2x10
4-9
2
4-1
3
3 -8
3
4-8
2
4-0
3
3-7
3
2- 2x12
5-6
3
4-9
3
4-3
3
5-5
3
4-8
3
4-2
3
3- 2x8
4-10
2
4-2
2
3 -9
2
4-9
2
4-1
2
3-8
2
3- 2x10
5-11
2
5-1
2
4-7
3
5-10
2
5-0
2
4-6
3
3- 2x12
6-10
2
5-11
3
5-4
3
6-9
2
5 -10
3
5-3
3
4- 2x8
5-7
2
4-10
2
4-4
2
5-6
2
4-9
2
4-3
2
4- 2x10
6-10
2
5-11
2
5-3
2
6-9
2
5-10
2
5-2
2
4-2x12
7 -11
2
6-10
2
6-2
3
7 -9
2
6-9
2
6-0
3
For SL 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2.
a. Spans are given in feet and inches.
b. Tabulated values assume 42 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated.
d. - Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an ap-
proved framing anchor Artarhed to the full- height wall stud and to the header.
e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf.
2003 INTERNATIONAL RESIDENTIAL CODE® 91
FLOORS
TABLE R502.5(2)
GIRDER SPANS' AND HEADER SPANS' FOR INTERIOR BEARING WALLS
Maximum spans for Douglas fir - larch, hem -fir, southern pine and spruce - pine -fir° and required number of jack studs)
HEADERS AND GIRDERS SUPPORTING
SIZE
BUILDING WIDTH` (feet)
20
28
36
Span
NJ°
Span
NJ°
Span
NJ°
One floor only
2- 2x4
3-1
1
2 -8
1
2 -5
1
2- 2x6
4-6
1
3-11
1
3 -6
1
2- 2x8
5-9
1
5-0
2
4-5
2
2 -2x10
7 -0
2
6-1
2
5-5
2
2 -2x12
8 -1
2
7 -0
2
6-3
2
3 -2x8
7 -2
1
6-3
1
5 -7
2
3- 2x10
8-9
1
7 -7
2
6-9
2
3-2x12
10-2
2
8-10
2
7 -10
2
4-2x8
9-0
1
7 -8
1
6-9
1
4-2x10
10-1
1
8 -9
.1
7 -10
2
4-2x12
11 -9
1
10-2
2
9 -1
2
Two floors
2 -2x4
2 -2
1
1 -10
1
1 -7
1
2- 2x6
3-2
2
2 -9
2
2 -5
2
2- 2x8
4-1
2
3-6
2
3 -2
2
2- 2x10
4-11
2
4-3
2
3-10
3
2 -2x12
5 -9
2
5 -0
3
4-5
3
3- 2x8
5-1
2
4-5
2
3-11
2
3- 2x10
6-2
2
5-4
2
4-10
2
3 -2x12
7 -2
2
6-3
2
5-7
3
4- 2x8
6-1
1
5 -3
2
4-8
2
4-2x10
7 -2
2
6-2
2
5 -6
2
4-2x12
8-4
2
7 -2
2
6-5
2
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
a. Spans are given in feet and inches.
b. Tabulated values assume #2 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an ap-
proved framing anchor attached to the full - height wall stud and to the header.
R502.6 Bearing. The ends of each joist, beam or girder shall
have not less than 1.5 inches (38 mm) of bearing on wood or
metal and not less than 3 inches (76 mm) on masonry or con-
crete except where supported on a 1- inch- by- 4-inch (25.4 mm
by 102 mm) ribbon strip and nailed to the adjacent stud or by
the use of approved joist hangers.
R502.6.1 Floor systems. Joists framing from opposite sides
over a bearing support shall lap a minimum of 3 inches (76
mm) and shall be nailed together with a minimum three 10d
face nails. A wood or metal splice with strength equal to or
greater than that provided by the nailed lap is permitted.
R502.6.2 Joist framing. Joists framing into the side of a
wood girder shall be supported by approved framing an-
chors or on ledger strips not less than nominal 2 inches by 2
inches (51 mm by 51 mm).
92
R502.7 Lateral restraint at supports. Joists shall be sup-
ported laterally at the ends by full -depth solid blocking not less
than 2 inches (51 mm) nominal in thickness; or by attachment
to a header, band, or rim joist, or to an adjoining stud; or shall be
otherwise provided with lateral support to prevent rotation.
Exception: In Seismic Design Categories DI and D2, lateral
restraint shall also be provided at each intermediate support.
R502.7.1 Bridging. Joists exceeding a nominal 2 inches by
12 inches (51 mm by 305 mm) shall be supported laterally
by solid blocking, diagonal bridging (wood or metal), or a
continuous 1- inch -by -3 -inch (25.4 mm by 76 mm) strip
nailed across the bottom of joists perpendicular to joists at
intervals not exceeding 8 feet (2438 mm).
R502.8 Drilling and notching. Structural floor members shall
not be cut, bored or notched in excess of the limitations speci-
fied in this section. See Figure R502.8.
2003 INTERNATIONAL RESIDENTIAL CODE®
2) #5 rebar
o extend 24
aches 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.
WALL CONSTRUCTION
NO. 4 CONTINUOUS BAR
AS REQUIRED IN
SECTION R611.7.1
TOP OF WALL STORY
L < 2' (0.61 m)
I
MINIMUM 8"
24"
0.6 m
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
?2'(0.61m) 24",
;0.6 m
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(8),
R611.7(9) OR R611.7(10). —>
For SI: 1 inch = 25.4 mm.
NOTE: Section cut through flat wall.
Iii Ft
■.I ■a1
NMI ■ii
NMI EMI
■■I ■ ■1
IIIIII MI
■■I ■■I
■■I SW
EMI NMI
■■� ■ ■1
MN MEI
■■I ■ ■1
NMI MU
■■I ■■1
■■I ■■1
■■1 ■■1
■■I ■ ■1
■■I ■■1
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
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 Dl 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 Dt 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 R611.7.3 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 1/2-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:
? 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
lan/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 D2, 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 min, 1 foot = 304.8 nun, 1 mile per hour = 1.609 lan/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(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLSa,b,0.
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 4 -6
(0 -10) (0 -10)
4-0
(0-8 )
16
7 -11
(2 -9)
6-5 (
(1 -9)
6 -0
(1 -61
5 -3 5 -4 4 -10
1-2) (1 -2) (1 -0)
20
8 -11 7 -4
(3-5) (2 -3)
6-9
(1 -11)
6 -0
(1 -6)
6 -1 5 -6
(1 -7) (1 -3)
24
9 -10 8 -1 -6
(4-1) .. 12 -9) (24)
6 -7
(1 -10)
6-9 6 -1
(1-11) (1 -6)
5.5
8
5 -2 4-2
(1 -10) (1 -2)
3 -10 3 -5
(1 -0) (0 -9)
3 -5 3 -1
(0 -10) (0 -8)
12
6 -8 5 -5 5-0 4 -5
(3-0) (2 -0) (1-9) (1-4)
4 -6 4 -1
(1 -4) (1 -1)
16
7 -10 6-5 6 -0 5 -3
(4 -1) (2 -9) (2 -5) (1 -10)
5 -4 4 -10
(1 -11) (1 -7)
20
8-10 7 -3 6 -9 6 -0 6 -1 5 -6
(5-3) (3 -6) (3 -1) (2 -4) (2 -5) i (2 -0)
24
1
9-8 8-0 7 -5 6 -7 6-8 5 -0
(6 -3) (4-3) (3 -8) (2 -11) (3-0) (2 -5)
7.5
8
5 2 ! 42 3-11 3-5 3 -6 3 -2
(2 -0) (1 -8) (1 -5) (1 -1) t11) (0 -11)
12
6 7 5 -5 5 -0 4-5 4 -6 I 4 -1
(4 -0) (2 -8) (2 -4) {1 -10) (1 -10) (1 -6)
16
7 -9 6 -5 5-11
(5 -5) , (3 -8) (3 -3)
5 -3 5 -4 4 -10
(2-6) (2 -7) (22-2)
20
T
b 6 7 2 6 -8
(6 -10) (4-8) (4 2)
5 -11 6 -0 ! 5 -5
(3 -3) (3 -I-) {2 -9)
24
,-
9 -6 7 -11 7 -4 6-6 6 -7 6 -0
(8 -2) (5 -8) {5 -1) (3 -11) (4 -1) I (3 -4)
9.5
8
5 -2 4 -2 3 -11 3-5 3 -6 3 -2
(3 -1) (2 -1) (1 -9) { (1 -5) (1 -5) 1 (1 -2)
12
-7 5-5 1 5 0 4 -5 4 -6 1 4 -1
(5-0) (3-4) (3_0) (24) {2 -5'r (1 -1I)
16
7 -8 64 5 -11. 5 -3 5-4 4 -10
-479) (4-7) (4-2) ) (3 -3) (34) (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: 1/240.
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 d/2 spacing ex
R611.7(2) and Section R6I 1.7.3.2.
f. Interpolation is permitted between ground snow loads and between lintel depths.
cept no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure
2003 INTERNATIONAL RESIDENTIAL CODE®
173
WALL CONSTRUCTION
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLSB,b,C,d,t
NO.5 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS, T
(inches)
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
LINTEL DEPTH, D
(inches)
30 psf
70 psf
30 psf
70 psf
30 psf
70 psf
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)
8 -4
(1 -71)
7-5
(1 -6)
7-6
(1 -7)
6-9
(1-3)
24
1222
10 -0
9 -3
(2 -4)
8-2
(1 -10)
8-4
(1-11)
7 -6
(1 -6)
5.5
8
5 -6
(1 -10)
4-10
(1 -2)
4 -7
(1 -0)
4 -2
(0 -9)
4-2
(0-10)
-,'.'
(0 -8'i
12
8 -3
(3 -0)
6 -9
(2 -0)
6 -3
(1 -9)
5 -6
(1 -4)
5 -7 5 -0
(1 -4) (1 -1)
16
9 -9
8-0
(2 -9)
7-5
(' -5)
6 6
(1 10)
t_ 6 -0
(1 -11 7)
20
10 -11
(5 -3)
9-0
(3 -6)
8 -4 7-5
(3 -1) (2 -4)
--6 6 -9
(2 -5) (2 -0)
24
12 0
9 -11
9 -3 8 -2
(3 -8) (2 -1 J)
r << 4 -=
(1 5: (1 -1;
8-3 7 -6
(3 -0) (2 -5)
7.5
8
6-1
(2 -6)
-,
-�
:1 -3 3 -10
i -I (0 -11)
12
8 -2
(4-0)
6-9 6-3 5 -6 5 -7 5 -0
(2 -S1 (2 -4) (1 -10) (1-10) (1 -6)
16
9-1
(5-5)
7 -11 7 -4 6 -6 6 -7 6 -0
(1 -) (..) 3) (2 -6) (2 -7) (2-2)
20 10 -10
(6 -10)
8 -11 8 -4 7 -4 7 -6 6 -9
(4-8) (4-2) (3 -3) (3-4) (2 -9)
24
1110
9-10
(5 4) .._,.,
92 8 -1 83 7-5
.. ( 1 ) > ( 11) (4-1) (7-4)
9.5
8
6-4
(3 -1)
5 -2
(2 -1)
4 -10 4 -3 1 4 3 -11
(1 -9) (1 -5) (1 -5) (1-2)
12
g
(5 -0)
6-8
(3-4)
6 -2
(3 -0)
5 -6 5 -7 5_0
1 (2 -4) (2 -5) (1 -11)
16
9 -6
(6 -9)
7 -11 7 -4 6 -6 6 -7 5 -11
(¢.7) (4 -2) (3-3) (3-4) (2 8)
20
10-8
(8 -.1.)
8-10 8 -3 7 -4 7 -5 6 -9
(5 -10) (5 -4) (4 -2) (4 -3) (3 -6)
24
31 7r
�� .-
9-9 9 -0 8 -1 8-2 7-5
(6-11) (6 -5) (5-0) (5r2) 041-.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: 1/240.
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 Toad 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.
174
2003 INTERNATIONAL RESIDENTIAL CODE®
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.
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.
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 1/2 in. GWB
HANDRAILS: Height of 34 — 38 inches when required by four or
more risers shall be continuous the full length of stairs with the
ends returned or rounded. LANDINGS: Required min. width of 36
in. or width of stairway and 36 in. travel distance.
o)
0)
0
EMERGENCY EGRESS REQUIREMENTS
FROM SLEEPING ROOMS
1) NET CLEAR OPENING 5.7 SQUARE FEET
GRADE FLOOR OPENING (MAX 44 ") 5.0 SQUARE FEET
2) NET CLEAR nPENING HEIGHT 20 INCHES
3) NET CLEAR OPENING WIDTH 2O I CHES FLOOR
4) MAX FINISHED SILL HEIGHT
" EMERGENCY ESCAPE &RESCUE OPENING SHALL BE
!P( RATIONAL F ROM THE ASIDE OF THE ROOM WITHOUT
rHE USE OF KEYS OR TOOLS
4 /OX 4 /ULIDER
cti
3 N
b4
(n rlt r)
N
'1
1310
WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS
REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DWELLINGS. THE DWELLING UNIT SHALL BE PROVIDED
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
DWELLINGS.
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 24" & ON EACH FLOOR)
5'8
10'6
EXHAUST FANS
100 CFM kitchen
50 CFM bathrooms
laundry ,/(ulyd�
ip /—
i1)
bedroom
SMOKE DETECTER
4 /OX 4/0 SLIDER
bath
DOORS 32" ■rIi
DOORS 32
so
SMOKE DETECTER
bedroom
318U2 O1 1O_'t.) a;HT
—e P
J -.
i
30'
utility /laundry room_ J
(wig )1
SMOKE DETECTER
if LSD',
BOOR 30
DOOR 30"
family room
SD!
SMOKE DETECTER
161
UP
100A PO Zi114.93f4 '
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