2006, 12-15 Permit Application: 06004848 WindowsPermit Center
xx �
Obrie 11707 E Sprague Ave, Suite N°
�j1Ie
(509)688 -0036 FAX: (509):: Spokane Valley, WA 99206
1+ti y 44 1
Community Development www.spokane'valley.org
D
Residential Construction
Permit Application
D
ECEOWE
37 DEC 1 New ❑ New Construction
Addition/Remodel
Other:
PERMIT NUMBER:
U Accessory Bldg
❑ Deck
SITE ADDRESS 1L) S. f}i RpAR> . 'tz . 61)0d(..cov>e Ua /ley ; WA. Tl `1 03-)
ASSESSORS PARCEL NO: (-45c267,? .070940 LEGAL DESCRIPTION: Lerner/ / T1(p (1. i_ 2 -i 8i,
Building Owner:
Name:
tA U .)er.i162.O InlG
Name: i N ti r 1 t� rO r�
1
City: SPOT! PrNE State: A Zip :ci°tao5
Address:
)t'1Lo LS'. fi-lrpark L712
Contr ctor Lic Nod Exp Date: ,
�iAC7�Jlglo�i�� I�a� /08
City: L3 pi ✓LP \ ? n Ile.\ State: i .C.iA-'
Zip: ggC0- -1
Phone r,67) 14,53q 50' . Fax:
GARAGE SQ. FTG:
'406
Contact Person
Name: All k
(vv.
Phone: (,5(y7 L} et c\ 5/7:33
Contractor:
Name:
tA U .)er.i162.O InlG
Address: I P.1 N t ai r V i zvU
City: SPOT! PrNE State: A Zip :ci°tao5
Phonr5401) 3, , 3561- Fax:
Contr ctor Lic Nod Exp Date: ,
�iAC7�Jlglo�i�� I�a� /08
City Business Lic. No:
Describe the scope of work in Cost of Project: $ c.9800 c�.iope->(
,ee etd- n rrt.
* * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * **
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES: '
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
1' 15
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
'406
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
L %
CONSTRUCTION TYPE:
_
HEAT SOURCE:
rced f01-air -e(ec
SEWER OR SEPTIC?
Sevier
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
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
❑ Check
❑ Mastercard
Expires:
Date W/ J `('e
❑ VISA
VIN #:
Project Number: 06004848 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/15/2006 Page 1 of 2
Project Information:
Permit Use: INSTALL NEW WINDOWS
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Name: Range
Contact: HUG SERVICES INC
Address: 1127 W FAIRVIEW
C - S - Z: SPOKANE WA 99205
Phone: (509) 327 -3564
Group Name:
Project Name:
District: East
Parcel Number: 45262.0726
SiteAddress: 1616 S AIRPARK DR
Location:: CSV
Block:
Zoning: UR -3.5 Urban Residential 3.5
Water District: 010 VERA
Lot:
Owner: Name: BYRNE, ANH N
Address: 1616 S AIRPARK DR
SPOKANE VALLEY, WA 99037
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Permits:
Released By:
Contractor: HUG SERVICES INC
Address: 1127 W FAIRVIEW
SPOKANE WA 99205
Building Permit
Firm: HUG SERVICES INC
Phone: (509) 327 -3564
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation Su Ft Valuation
1 &2 FAMILY R -3 VB REMODEL- 0 $2,800.00 0 $2,800.00
WINDOWS
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals: 0 $2,800.00 0 $2,800.00
Units Unit Desc Fee Amount
1 SELECT $83.25
1 SELECT $4.50
1 SELECT $33.30
Permit Total Fees: $121.05
Operator: jmm Printed By: jmm Print Date: 12/15/2006
Project Number: 06004848
Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 12/15/2006 Page 2 of 2
Notes: maw .__:
Payment Summary: x„ ;
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$121.05 $121.05
$121.05 $121.05
$0.00 $121.05
$0.00 $121.05
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: jmm
Print Date: 12/15/2006
• A
2) #5 rebar
o extend 24
. nches 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
Ool
E
M
Z N
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
24"
;0.6 m
>_ 2' (0.61 m)
24"
;0.6 m'
WALL REINFORCEMENT
AS REQUIRED
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.
OPEN REINFORCEMENT
AS REQUIRED PER
TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN. MIN.
2.5 IN. MAX.—
d
■■i ■ ■1
NCI M•1
NMI MN
NMI MIN
■■I ��1
NMI 11111
NMI ■ ■1
NMI MNI
MI MN
NMI ■ ■I
NMI MEI
■■I MIN
NMI MU
MI WM
■.I ■N1
■■I MI
■■I ■■I
•MI ■ ■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
166 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 D, 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 Dl 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' /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 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 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(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
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
(inches)
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 5-5
(1-11) (1 -3)
5 -0
(1 -1)
4 -5
(0 -10)
4 -6
(0 -10)
4 -0
(0 -8)
16
7 -11 6 -5
(2 -9) (1 -9)
6 -0
(1 -6)
5 -3
(1-2)
5 -4
(1-2)
4 -10
(I -0)
20
8 -11 7 -4
(3 -5) (2 -3)
6-9
(1 -11)
6 -0
(1 -6)
6 -1
(1 -7)
5 -6
(1-3)
24
9 -10 8 -1
(4-1) (2 -9)
7 -6
(2-4)
6 -7
(1 -10)
6 -9
(1 -11)
6 -1
(1 -6)
5.5
8
5 -2 4 -2
(1 -10) (1-2)
3 -10
(1-0)
3 -5
(0-9)
3 -5
(0 -10)
3 -1
(0 -8)
12
6-8 5 -5
(3 -0) (2-0)
5-0
(1-9)
4 -5
(1-4)
4 -6
(1 -4)
4 -1
(1-1)
16
7-10 6 -5
(4-1) (2 -9)
6-0
(2 -5)
5 -3
(1-10)
5 -4
(1 -11)
4 -10
(1 -7)
20
8 -10 7 -3
(5 -3) I (3 -6)
6 -9
(3 -1)
6 -0
(2 -4)
6 -1
(2 -5)
5 -6
(2 -0)
24
9 -8 j 8-0
(6 -3) (4 -3)
7 -5
(3 -8)
6-7
(2-11)
6 -8
(3 -0)
6 -0
(2 -5)
7.5
8
5-2 4-2
(2 -6) (1 -8)
3-11
(1 -5)
3 -5
(1 -1)
3 -6
(1 -1)
3 -2
(0 -11)
12
6 -7 5-5
(4 -0) (2 -8)
5 -0
(2-4)
4-5
(1-10)
4 -6
(1 -10)
4-1
(1 -6)
16
7 -9 6-5
(5 -5) (3-8)
5 -11
(3-3)
5 -3 5 -4
(2 -6) (2 -7)
4 -10
(2 -2)
20
6.8 7 -2
(6 -10) (4-8)
6 -8
(4-2)
5 -11 6 -0
(3 -3) (3 -4)
5 -5
(2 -9)
24
9 -6 j 7 -11
(8 -2) (5 -81
7 -4
(5 -1)
6 -6
(3 -11)
6 -7
(4 -1)
6 -0
(3 -4)
9.5
8
5 -2 4 -2
(3 -1) (2 -1)
3 -11
(1 -9)
3 -5
(1 -5)
3 -6
(1-5)
3
(1 -2)
12
6 -7 ` 5 -5
(5 -0) ( (3-4)
5-0
(3 -0)
4 -5
(2-4)
4 -6
(2 -5)
4 -1
(1 -1I)
16
7 -8 6 -4
(6 -9) 1 (4-7)
5 -11
(4-2)
5 -3
(3 -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: L'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 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
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLSa,b,c,d,t
NO. 5 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
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 -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 -11),
7 -5
(1-6)
7 -6
(1 -7)
6 -9
(1 -3)
24
,;k
124.
.(471)
10 -0
(2 -9) .
9 -3
(2_-4)
8 -2
(1 -10)
8-4
(1-11)
II
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)
3 -10
(0 -8)
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
I (1 -11)
6 -0
(1 -7)
20
10 -11
(5 -3)
9 -0
(3 -6)
8 -4
(3 -1)
7 -5 7 -6
(2 -4) (2 -5)
6 -9
(2-0)
24
12 -0
(6 -3)
9 -11
(4 -3)
9 -3 8 -2 8 -3
(3 -8) (2 -11) (3 -0)
7 -6
(2 -5)
7.5
8
6 -1 5 -2 4 -9 4 -3 4 -3
(2 -6) (1 -8) (1 -5) (1 -1) (1 -1)
3 -10
(0 -11)
12
8 -2
(4 -0)
6-9 6-3 5-6 5 -7
(2 -8) (2-4) (1 -10) (1-10)
5 -0
(1-6)
16
9 -7 7 -11
(5 -5) (3 -8)
7 -4 6 -6 6 -7
(3 -3) (2 -6) (2 -7)
6 -0
(2-2)
20
10 -10 8 -11 8 -4 7 -4 7 -6
(6-10) (4-8) (4 -2) (3 -3) (3-4)
6 -9
(2 -9)
24
11 -10 9 -10 9 -2 8 -1
(8 -2) (5 -8) (5 -1) (3-11)
8 -3
(4-1)
7 -5
(3 -4)
9.5
8
6 -4 5 -2 4 -10 4 -3 )
(3 -1) (2-1) (1-9) (1 -5)
4-4
(1-5)
3 -11
(1 -2)
12
8 -2 6 -8
(5 -0) (3 -4)
6 -2 5 -6 5 -7
(3 -0) (2-4) (2 -5)
5 -0
(1 -11)
16
9 -6 7 -11
(6 -9) (4-7)
7 -4 6 -6 6 -7
(4 -2) (3 -3) (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
(10 -0) (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: 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 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®
Work Detail:
Cut out and install two 5x3 windows on south side wall in basement along with dig
window well and install retaining walls. Both egress windows have been cut out and both
5x3 windows mounted by contractor with exterior trim work up but inside trim and labor
not complete.
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.
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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
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REVIEWED FOR CODE OMPUANCE
SPOKANE VALLEY CUI ING D SION
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