2006, 04-03 Permit App: 06001081 ResidenceProject Number: 06001081 Inv: I Application Date: 4/3/2006 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Review
Building Plan Review
Driveway/Approach!,r
Originally Released:
3/31/2006 By: TMELBOU
i eased By
w
Originally Released:
Landuse/Zoning/HE Conditions
3/30/2006 By: amblake
Released, By
Sewer ReviewReleasedl
Originally Released:
3/30/2006 By: CJJANSSE
,
Permits:
Operator: AMB Printed By: AMB Print Date: 4/3/2006
Project Number: 06001081 Inv: 1 Application Date: 4/3/2006 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: VIKING CONSTRUCTION
Address: 2605 W. HAYDEN AVE
HAYDEN, ID 83835
Item Description
APPROACH -CONST IN ROW
Contractor: VIKING CONSTRUCTION
Address: 2605 W. HAYDEN AVE
HAYDEN, ID 83835
Description
Grp
Type Notes
1&2 FAMILY
R-3
VB
BASEMENT U
R-3
VB
DECK OPEN
R-3
VB
GARAGE
U-1
VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Contractor: STURM HEATING
Address: 1112 N NELSON
SPOKANE, WA 99202
Item Description
GAS WATER HEATER
GAS APPLIANCE<=100,000BTU
GAS PIPING
VENTILATING FANS
HOOD -TYPE II
Approach ---
Firm: VIKING CONSTRUCTION
Phone: (208)762-9106
Units Unit Desc Fee Amount
1 NUMBER OF $50.00
Permit Total Fees: $50.00
Building Permit
Firm: VIKING CONSTRUCTION
Phone: (208)762-9106
Total Project:
This Application:
Valuation
Sa Ft
Valuation
1,053
1,053
$90,947.61
$1,905.00
1,053
$15,795.00
$2.00
127
$1,905.00
$20.00
484
$9,196.00
Totals:
2,717
$117,843.61
Units
Unit Desc
1
SELECT
1
SELECT
1
SELECT
Total Project:
Sg Ft
Valuation
1,053
$90,947.61
1,053
$15,795.00
127
$1,905.00
484
$9,196.00
2,717 $117,843.61
Fee Amount
$1,094.55
$4.50
$437.82
Permit Total Fees: $1,536.87
Mechanical Permit
Firm: STURM HEATING
Phone: (509)325-4505
Units
Unit Desc
Fee Amount
1
NUMBER OF
$10.00
1
NUMBER OF
$12.00
2
# OF UNITS
$2.00
2
NUMBER OF
$20.00
1
NUMBER OF
$10.00
Permit Total Fees:
$54.00
Operator: AMB Printed By: AMB Print Date: 4/3/2006
Project Number: 06001081 Inv: 1 Application Date: 4/3/2006 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: JIMMY'S PLUMBING
Address: 1702 S MAMER
SPOKANE, WA 99216
Item Description
TOILETS/BIDETS
SINKS
TUBS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
WATER PIPING - DWV
Notes:
Plumbing Permit
Firm: JIMMY'S PLUMBING
Phone: (509)928-8991
Units
Unit Desc
Fee Amount
1
NUMBER OF
$6.00
2
NUMBER OF
$12.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
1
NUMBER OF
$6.00
2
NUMBER OF
$12.00
$54.00
Permit Total Fees:
$54.00
Condition released (landscaping complete) on 2-3-06 by KEK.
ONLY 7 LOTS MAY RECEIVE BLDG PERMITS PRIOR TO COMPLETION OF LANDSCAPING
IN UNIVERSITY VIEW ESTATES AS PER PROMISORY LETTER DATED 12-12-05 FROM
WCE. KEK
Payment Summa
Permit Type
Fee Amount
Invoice Amount
Amount Paid
Amount Owing
Approach
$50.00
$50.00
$0.00
$50.00
Building Permit
$1,536.87
$1,536.87
$0.00
$1,536.87
Mechanical Permit
$54.00
$54.00
$0.00
$54.00
Plumbing Permit
$54.00
$54.00
$0.00
$54.00
$1,694.87
$1,694.87
$0.00
$1,694.87
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: 4/3/2006
Project Number: 06001081 Inv: I Application Date: 3/29/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: SFR, GAS HEAT, ON SEWER Contact: SCHMITZ, CLIFFORD M & MARGO A
Address: 16520 E SECRETARIAT LN
C - S - Z: VERADALE, WA 99037 -
Setbacks: Front Left: Right: Rear: Phone: (509) 999-7733
Group Name:
Site Information: Project Name:
Plat Key: Name: University View District: Nort
Parcel Number: 45084.1310 Block: 1 Lot: 10
SiteAddress: 1819 N OBERLIN ST
Location:: CSV
Zoning: UR -7 Urban Residential -7
Water District:
Area: .00 Acres Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Revi
Buili
Owner: Name: SCHMITZ, CLIFFORD M & MARG
Address: 16520 E SECRETARIAT LN
VERADALE, WA 99037 -
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Permits:
Operator: AMB Printed By: AMB Print Date: 3/29/2006
Project Number: 06001081 Inv: 1 Application Date: 3/29/2006
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: VIKING CONSTRUCTION
Address: 2605 W. HAYDEN AVE
HAYDEN, ID 83835
Contractor: VIKING CONSTRUCTION
Address: 2605 W. HAYDEN AVE
HAYDEN, ID 83835
Contractor: STURM HEATING
Address: 1112 N NELSON
SPOKANE, WA 99202
Contractor: JIMMY'S PLUMBING
Address: 1702 S MAMER
SPOKANE, WA 99216
Notes:
Approach
Firm: VIKING CONSTRUCTION
Phone: (208)762-9106
Building Permit —
Firm: VIKING CONSTRUCTION
Phone: (208)762-9106
Mechanical Permit
Firm: STURM HEATING
Phone: (509) 325-4505
Plumbing Permit
Firm: JIMMY'S PLUMBING
Phone: (509)928-8991
Condition released (landscaping complete) on 2-3-06 by KEK.
Page 2 of 2
ONLY 7 LOTS MAY RECEIVE BLDG PERMITS PRIOR TO COMPLETION OF LANDSCAPING
IN UNIVERSITY VIEW ESTATES AS PER PROMISORY LETTER DATED 12-12-05 FROM
WCE. KEK
Payment Summary:
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: 3/29/2006
Permit Center
L-) (� i''J ` � PERMIT NUMBER:
soSuiZane 11707 E Sprague Ave,
�� �6 I
Spokane Valley, WA 99266 ! (- `- % PERMIT FEE:
V91ey (509)688-0036 FAX: (509)688-003MAR ? 9 2006
Community Development w,w spokanevalleY.ortr.cditri
l i_1
Residential Construction Aew Construction ❑ Accessory Bldg
Permit Application ❑ Addition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS, `► �% (�-�� ��
ASSESSORS PARCEL N0W5%> -W- LEGAL DESCRIPTION:
Buildin owner:
Name:
Address:
City: zip:
Phone: Fax:
Name:
Phone:
Describe the scope of work in detail:
Contractor. -
DIMENSIONS:
# OF STONES:
TOTAL HABITABLE SPACE:
Zio
Address: SLC
n,
6
city: f G > 1�.
zip: f ,
Phone: �' �L?`
Fax: J
Lic No: 1,Ck ,C eEXP- Date:
City Business Lic No:
FTG: � �QSIVC
Cost of Project: $
The followin MUST be complete: (write N/A if not applicable)
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 istwill 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)plan or/addibpnal information may be required to be submitted, and subsequently approved before
this application can be processid.
Signature
Method of Payment
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 81252005
Date
4d permit appli #iions wilt only be accepted with major bankcard) Other
❑ Check ❑ Mastercard ❑ VISA
VlN#: El
DIMENSIONS:
# OF STONES:
TOTAL HABITABLE SPACE:
Zio
HEIGHT TO PEAK:
ci .
IM ERVI US SURFACE
MAIN FLOOR TO SQ.
2 FLOOR SQ. FTG:
UNFIN B13. ASEMENT SQ. FTG:
FTG: � �QSIVC
APATIO
REA: lei
FINISHED BASE fNT
GARAG . G:
DECK/C SQ. FTG:
Z
30% SLOPES ON
PROPERTY:--
SQ. FTG:
# OF BEDROWS:
((J�-
CONSTRUCTION TYPE:
HEAT SOURC
_
SEWER OR SEPTIC?
n
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 istwill 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)plan or/addibpnal information may be required to be submitted, and subsequently approved before
this application can be processid.
Signature
Method of Payment
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 81252005
Date
4d permit appli #iions wilt only be accepted with major bankcard) Other
❑ Check ❑ Mastercard ❑ VISA
VlN#: El
�'.��
I��alley
Community Development
Mechanical Permit
erre ennuFc¢
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX:(509)688-0037
a�,wcDokanevalley-or2.com
Application ❑ Commercial [i
PERMIT NUMBER:
I PERMIT FEE:
Residential
Building owner
Fax:
Phone:
Name:
City
State:
Zip:
Address:
- 'ti. KIl
Contractor . - .
Phone:
Fax:
Name:
City
State:
Zip:
Address:
City Business License No:
License No:
Contact
Phone:
Name:
# OF UNITS X
COST
= TOTAL AMOUNT
DESCRIPTION OF WORK
1
FUEL BURNING APPLIANCE
E ual to or less than 100,000
X
$12.06
=
2
FUEL BURNING APPLIANCE
More than 100,000
X
$15.00
=
3
UNLISTED APPLIANCE Additional Fee
Equal to or less than 400,000
X
$50.00
=
4
UNLISTED APPLIANCE Additional Fee
More than 400,000
X
$100A0
=
5
USED APPLIANCE SEC min. AFUE rating)Equal
to or less than 400,000
X
$`50-00
=
6
USED APPLIANCE SEC min- AFUE rating)More
than 400,000
X
$100-00
-
7
BOILER/REFRIGERATION
1 -100M BTU
X
$12.00
-
8
BOILERIREFRIGERATION
107 - 500M BTU
X
$20.00
=
9
BOILER/REFRIGERATION
501 - 1,OODM BTU
X
$25.00
=
10
BOILER/REFRIGERATION
1,001 - 1,750M BTU
X
$35.00
=
11
BOILERIREFRIGERATION
More than 1,750M BTU
X
$60.00
=
12
GAS LOG, GAS INSERT, GAS FIREPLACE
X
$10.00
=
X
$10.00
'
13
RANGE
X
$10.00
=
14
15
DRYER
FUEL BURNING WATER HEATER
X
00
$10.00
=
16
MISC. FUEL BURNING APPLIANCE
X
$10.
=
X
$1.00
=
17
GAS PIPING each outlet
X
$10.00
=
18
DUCT SYSTEMS
X
$10.00
=
19
VENTILATING FANS
20
AIR HANDLER OES NOT include ducting)
Equal to or less than 10,000 CFM
X
$12.00
=
21
AIR HANDLER DOES NOT include ductin
Greater than 10,000 CFM
X
$15.00
=
22
EVAPORATIVE COOLERS
X
$10.00
=
X
$50.00
=
23
TYPE I HOOD
X
$10.00
=
24
TYPE 11 HOOD
25
HEAT PUMP/AIR CONDITIONER
03 TON
X
$12.00
=
26
AIR CONDITIONER
3-15 TON
X
$20.00
=
27
AIR CONDITIONER
15-30 TON
X
$25-00
=
28
AIR CONDITIONER
30-50 TON
X
$35.00
'
29
AIR CONDITIONER
More than 50 TON
X
$60.00
=
30
LPG STORAGE TANK
X
$10.00
=
31
WOOD OR PELLET STOVEANSERT
X
$10.00
=
32
WOOD STOVE - FREE STANDING
X
$25.00
=
33
REPAIR & ADDITIONS
X
$15.00
=
ON SYSTEMS
X
$12.00
=
ON MECHANICAL EXHAUST
X
$12.00
=
WINCINERATOR- RESIDENCE
X
$1s.00
=
OR - COMMERCIAL
X
$22.00
=
METHOD OF PAYMENT:
SUBTOTAL
❑CASH ❑CHECK [I VISA El MC
DATE:
PROCESSING FEE
$35.00
EXPIRES:
TOTAL PERMIT FEE
DUE:
L;AKu s:
AUTHORIZED SIGNATURE: REVISED 9126105
Spo°'kan' e,
� VAUe
Community Development
PlumbinLy Permit
SrrE ADDRESS:
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spoUnevalley-orsz.com
pplication ❑ Commercial
/ PERMIT NUMBER:
PERMIT FEE:
Residential
Building owner
Phone: Fax:
Name:
City: State: Zip:
Address: t
Contractor . 1' Ill S L «/1(!'�
TOTAL AMOUNT
Name:
Phone: Fax:
City: State: Zip:
Address:
City Business License No:
License No:
Contact
Name:
Phone:
wiuw
REVISED W&'05
AUTHORIZED SIGNATURE:
9 OF UNITS
X
COST
=
TOTAL AMOUNT
DESCRIPTION OF WORK
WATER CLOSET, BIDETS
X
$6.00
=
1
TOILETS
X
$6.00
=
2
URINALS
X
$6.00
-
3
TUBS
SHOWERS PER TRAP
BATH, STALL, ONSITE BUILT
LAVS/BASINS, BAR FLOOR, KITCHEN,
X
$6.00
=
4
5
SINKS
LAUNDRY, UTILITY, JANITOR, PHOTO,
X
$6.00
-
-
lv
X-RAY, FOOD, PREP/CULINARY MEAT
X
$6.00
=
6
DISHWASHER
X
$6.00
=
7
CLOTHES WASHER
X
8
GARBAGE DISPOSAL
X
$6.00
=
9
WATER SOFTENER
ELECTRIC HOT WATER TANK
FLOOR DRAINS
ROOF DRAINS/OVERFLOW
NOTE: IF GAS, SEE MECHANICAL
AREA, CASE, COIL, TRENCH, CONDENSATE
X
X
X
$6.00
$6.00
$6.00
=
=
=
10
11
12
DRAINS
X
$6.00
=
13
FOUNTAINS, DRINKING
WATER PIPING/DRAIN-IN WASTE,
NSTALLATION, ALTERATION, REPAIR
X
$6.00
-
-
14
VENT, PLUMBING, REVERSAL
SEWAGE EJECTOR
REVERSALS
GRINDER, SUMP PUMP
ICE AN/OR COFFEE MAKER, HOSE BIB,
X
$6.00
=
15
16
WATER USING DEVICE
STEAMER
X
$6.00
-
-
PROOFER, CARBONATOR, SWAMP COOLER
VACUUM BREAKER, CHECK VALVE,
17
CROSS CONNECTION DEVICE
AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS
X
$6.00
=
GREASE TRAP, SAND TRAP,
18
INTERCEPTORS
CHEMICAL HOLDING TANK
X
$6.00
=
19
MEDICAL GAS r outlet
NITROUS, OXYGEN
X
$6.00
=
MISCELLANEOUS PLUMBING
x
$6.00
=
20
FIXTURE
21
PRNATE SEWAGE DISPOSAUSYS
X
$20.00
INDUSTRIAL WASTE
X $15.00 =
22 INTERCEPTOR
SUBTOTAL
METHOD OF PAYMENT:
PROCESSING FEE
❑ CASH ❑ CHECK ❑ VISA ❑ MASTERCARD
$35-00
FxviaFc-
TOTAL PERMIT FEE DUE:
wiuw
REVISED W&'05
AUTHORIZED SIGNATURE:
Cc S
PLANNING DEPT. APPROVED
RY:
�,r C)
2001 WSEC Residential Compliance .corm
Prescriptive (Chapter 6) Options for all F, Occupancies, Climate Zone 2 0; 1
City Of Heat source: ALL
SPQICANE VALLEY BUILDING MPAtRTMENT -
11707 F. Sprauge Avenue, 4106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008
SITE ADDRESS:.
`PERMIT NO.
DATE:
INSTRUCTIONS
1) Your permit will be processed more efficiently if you provide all of the requested information. Department staff can
help you with general questions about this form. Your building must match the selected option requirements without
exceptions or substitutions.
2) Glazing percentage determines which option to choose. Complete the following glazing area calculation before
proceeding to the option table below.
GLAZING AREA CALCULATION:
{ SF. r i , �; SF
TOTAL WINDOW AREA _ HEATED FLOOR AREA (ALL FLOORS) _ % OF GLAZING
NOTE: Use rough opening (R/O) for window area. Include all half -lite and full -lite door glazing in this
calculation.
CANT COMPLY? If none of the Prescriptive (Chapter 6) Options below are acceptable, consider systems analysis
(Chapter 4) or; Component Performance (Chapter 5) Approach. The main advantage is flexibility to juggle individual U -
factors (R -values) as long as an overall maximum value isn't exceeded. Note that the overall performance requirements
are no less stringent than the Prescriptive requirements. Calculations may be performed- by hand or, using an acceptable
computer software program. Helpful forms and other resources can be downloaded at lAttp.://www.eriergy.wsu_edu/
buildings -
S KW 11 G1 -A-S
Glazing
g
Z:
U -Facto
O
A
Walt
a
Wall' int
V
0
a
Stab on
Vertical
Overhead"
W
Q
O
O[�
a
W
rC—'
V
U
W
Q
•"'1
<
F
H
�
5
S KW 11 G1 -A-S
0_ Nominal R -values are for wood frame assemblies only or asses bries built in accordance with Section 601.1
1. iAnirum requirements for each option Wed. For example, if.a proposed design has a glazing ratio to, the confit cur ed 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 fisted option above, may calculate compliance by Chapters 4 or 5 of this Code.
2 RequimrTent applies to all ceilings except single rafter or joist -vaulted ce,Trngs. 'Adv' denotes Advanced Framed Ceiling.
3. Requiremnent 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-12, or on the interior to the same level as wafts 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.
0225. Floors over crawl spaces or exposed to ambient air conditions_
6: Required stab perimeter insulations shall be a water resistant material, -manufactured for its intended use, and installed according to
manufacturer's specifications.'
7. Int denotes standard framing 16 inches on center with headers insulated with a minimum or R-5 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.
to_ Where a maxirium 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 FJ -factor of Lt --4.40 or less is not included in glazing area limitations.
11. Overhead glazing shall have lf-factors determined in,accordance. with NFRC loo or as specified in Section 5021.5.
12. log and solid timber walls with a minimum average thickness or 3.S are exempt form this ins6fation requirement t
Form 5-050801-2001 Residential Comp Form
Glazing
g
Glazing
U -Facto
Walt
a
Wall' int
Wall'
a
Stab on
Vertical
Overhead"
Option
Area": % of
poor'
U -factor
Ceiling
=
Valuted
Ceili '
Above
Below
e1rta
Below
Floors
Grade
Floor
Grade
Grade
Grade
Q
t
I (M
0.40
0.58
0.2o
R-38
R30
in
R-21
R-12
R30
R-10
u
...
15%
0.40
0.58
0.20
R-38
R-30
R`5e-
R-21
R-12
R-30
R-10
0
lit.
17%
0.37
0_58
0.20
R-38
R-30
-19R
21
R-12
R-30
R-10
Unfinited
❑
N.
Occupancy
0.35
0.58
0.20
R38
R-30
tr1
R-21
R-1 2
R-30
R-10
only
0_ Nominal R -values are for wood frame assemblies only or asses bries built in accordance with Section 601.1
1. iAnirum requirements for each option Wed. For example, if.a proposed design has a glazing ratio to, the confit cur ed 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 fisted option above, may calculate compliance by Chapters 4 or 5 of this Code.
2 RequimrTent applies to all ceilings except single rafter or joist -vaulted ce,Trngs. 'Adv' denotes Advanced Framed Ceiling.
3. Requiremnent 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-12, or on the interior to the same level as wafts 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.
0225. Floors over crawl spaces or exposed to ambient air conditions_
6: Required stab perimeter insulations shall be a water resistant material, -manufactured for its intended use, and installed according to
manufacturer's specifications.'
7. Int denotes standard framing 16 inches on center with headers insulated with a minimum or R-5 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.
to_ Where a maxirium 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 FJ -factor of Lt --4.40 or less is not included in glazing area limitations.
11. Overhead glazing shall have lf-factors determined in,accordance. with NFRC loo or as specified in Section 5021.5.
12. log and solid timber walls with a minimum average thickness or 3.S are exempt form this ins6fation requirement t
Form 5-050801-2001 Residential Comp Form
FIGURE I
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment) ---II
2' to 18' (finished width)
Fasten sheathing to header with Top plate
8d common nails in 3" grid continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3.2
MOX.
height
10'
"
et Ob
;e
o,ti �e,e
1000 Ib header -to -jack -stud strap —�
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
; ; ;4
°
Braced wall
11 11i
" '°'°
If panel splice is needed it shall segment per
occur within 24" of mid -height. R602.10.5
Blocking is not required.
No. of
Min. width based on 6:1 jack studs
q. I 1°iA
height -to -width ratio: For per table
Ipj
example: 16" min. for 8' height R502 5(1 &2)
pini io{o:
I I I Iii
°It) Ip;R
n u u
Min. 2 x2 x3/16 plate washer
Anchor bolt per R403.1.6 Typ.
Foundation per code
Side Elevation
Sheathing filler
if needed
I 6d sinker
nails in 2 rows
3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
SIMPSON UPLIFT
STRAP
1,800 POUNDS
rm
TWO ANCHOR BOLTS
INSTnLLED IN A,CCORDANC=_
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL
ANCHOR BLOTS SHALL. BE
PLACED AT PANEL QUARTER
POINTS
2' R" Af,1N. WSDTH
7/16" OSB SHEATHING
3/R" MIN.
NAILED V1RTH Rd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE \WITH TABLE
R6023(1) AND BLOCIMD AT AL1.
WOOD STRUCTURAL PANEL
SH ATHING EDGES.
BACK EACH STRAP
WIT�1 A STUD
-_ RECDIJIIJIENDED HOLD
IN 8" FROM EDGE OF
BRACING PANEL
- I
u 717 Amvo n Dili a nil
1N F STUM OF
T'A'O-STOI:Y BUILDINGS,
SHALL HAVE AT LEAST THREE
i ANCHOR BOLTS, PLACED AT
.um ONE-FIFTH. POD rr'S
•. dro.a dd, ro :Aro ."Dro .•bro
•. .•dro .•D �.•d• •. dro •.•dro •."dro•.
ro dro• ."D•••."D• .• ro .•dro dro
ro •.•bro •. .•d•a •.•d•� •, •.•d•a •.•dro •.•dro .
ro•."Dro •.•bro dro ."dro •.•b•• ."b•a dro .•bro .
•a ."Dro dro .•dro .•dro .•dro .•dro .•dro .•dro b••
SIMPSON UPLIFT
STRAP
310D0 POUNDS
SCALE: 1 " = F- 0"
ALTERNATE B-R-A--C-W.-.-G
PANEL
P.6011 L.6 ALTMCATE BILA Rll IX ALL Fa'M 5
.•, .•d•a dro .•D•. ro .•Dro .•d'
•.•.•dro• .•Dro d• ro dro D-
•.•Dro •.•D•
ro dro• .•Oro"."d• �ro
•.•D•a •. •."Dro •.•d••�9ro •.•Dro •.•b�
ro
!i •.•d•, a.•dro .•Dro •.•Dro •."D•a •.dro •.•D•
•• .•dro .•dro .•Dro .•dro ."dro ."d•a ."dro
TWO ANCHOR BOLTS
INSTnLLED IN A,CCORDANC=_
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL
ANCHOR BLOTS SHALL. BE
PLACED AT PANEL QUARTER
POINTS
2' R" Af,1N. WSDTH
7/16" OSB SHEATHING
3/R" MIN.
NAILED V1RTH Rd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE \WITH TABLE
R6023(1) AND BLOCIMD AT AL1.
WOOD STRUCTURAL PANEL
SH ATHING EDGES.
BACK EACH STRAP
WIT�1 A STUD
-_ RECDIJIIJIENDED HOLD
IN 8" FROM EDGE OF
BRACING PANEL
- I
u 717 Amvo n Dili a nil
1N F STUM OF
T'A'O-STOI:Y BUILDINGS,
SHALL HAVE AT LEAST THREE
i ANCHOR BOLTS, PLACED AT
.um ONE-FIFTH. POD rr'S
•. dro.a dd, ro :Aro ."Dro .•bro
•. .•dro .•D �.•d• •. dro •.•dro •."dro•.
ro dro• ."D•••."D• .• ro .•dro dro
ro •.•bro •. .•d•a •.•d•� •, •.•d•a •.•dro •.•dro .
ro•."Dro •.•bro dro ."dro •.•b•• ."b•a dro .•bro .
•a ."Dro dro .•dro .•dro .•dro .•dro .•dro .•dro b••
SIMPSON UPLIFT
STRAP
310D0 POUNDS
SCALE: 1 " = F- 0"
ALTERNATE B-R-A--C-W.-.-G
PANEL
P.6011 L.6 ALTMCATE BILA Rll IX ALL Fa'M 5
2) #5 rebar
.o extend 24
.nches beyonc
pening.
Reinforcement for openings in plain concrete
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.
ar to extend
ping. Doorway!
vire rebar in
of opening.
* 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—.
C
Lia fflui"ii
FIG
R611.7(3)
FIG
MIDDLE OF SPAN, A.
R611.7(4)
NOT REQUIRING STIRRUPS
611.7(5
SEE TABLE R611.7(2), R611.7(3),
R611.7(4), R611.7(5), OR R611.7(8)
FIG
R611.7(6)
f 611.7(7
LINTEL REINFORCEMENT
AS REQUIRED
E----- I------ ------- - A -----
M
z oN LINTEL -
m
L>_2'(0.61 m
24%
.6m
OPEN REINFORCEMENT
WALL REINFORCEMENT AS REQUIRED PER
AS REQUIRED TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN. MIN.
2.5 IN. MAX. T
NO. 4 BAR LINTEL
REINFORCEMENT REQUIRED
SEE TABLE R611.7(2),
R611.7(3), R611.7(6), d MINIMUM NO. 3 STIRRUP
R611.7(9) OR R611.7(10). AS REQUIRED
INSULATING FORM
1.5;N. MIN,
2.5 IN. MAX. HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
For SI: 1 inch = 25.4 mm.
NOTE: Section cut through flat wall.
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 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 comer 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 21/2 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 R6.11.7.1. 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 11/2 (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:
None required
None required
L < 2 (0.61)
In locations with wind speeds less than or equal to 110 mph (177
km/hr) or in Seismic Design Categories A and B, provide one No. 4
Provide lintels in accordance with Section R611.7.3
bar for the full height of the wall story within 12 inches (305 mm) of
Flat, Waffle-, and
Provide one No. 4 bar within 12 inches (305 mm) from the
each side of the opening.
Screen -Grid:
bottom of the opening. Top and bottom lintel
L >_ 2 (0.61)
reinforcement shall extend a minimum of 24 inches (610
In locations with wind speeds greater than 110 mph (177 km/hr),
mm) beyond the limits of the opening.
townhouses in Seismic Design Category C, or all buildings in
Seismic Design Categories D, and D,, provide two No. 4 bars or one
No. 5 bar for the full height of the wall story within 12 inches (305
mm) of each side of the opening.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h.
NOTE: This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva-
lent rectangular cross section. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
172 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION '
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,dj
KIA A 0n-rr^R11 own n
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/mz, 1 pound per square foot = 0.0479 kN/mz.
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.1240.
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
MAXIMUM CLEAR SPAN, (feet -inches)
(Number is Middle of Span, Af
Supporting Roof Only
Supporting Light Framed
2nd Story and Roof
Supporting ICF Second Story
and Roof
MINIMUM LINTEL
THICKNESS, T
LINTEL DEPTH, D
Ground Snow Load
30 psf
70 psf
30 psf
70 psf
30 psf
70 psf
(inches)
(inches)
8
4-9
4-2
3-10
3-4
3-5
3-1
(1-2)
(0-9)
(0-8)
(0-6)
(0-6)
(0-5)
12
6-8
5-5
5 0
4-5
4-6
4-0
- - (1-11)
(1-3)
(1-1)
(0-10)
(0-10)
(0-8)
3.5
16
7-11
6-5
6-0
1 5-3
5-4
4-10
(2-9)
(1-9)
(1-6)---
_ (1-2)0
(1 0)
20
$ 11
7-4
6 9
6-0
6-1
5-6
(2-3)
I k 11) - —
(1-6)
(1-7)
(1-3)
24
8-I
j 7-6
—_
6-7
6-9
b-1
(2-9)- -
- (2-4)-
�-_ (1-10) -1
(1-11)
� (1-6)
8
5-2
4-2
3-10
3-5
3-5
3-1
(1-2)
—
(0-9)
(0-10)
(0-8>
6-8
5-5
5-0
--
4-5
4-6
4-1
12
-- -_(3"0) _�
(2-0) ----�
--
(1-9)
(1-4)
{
(1-4)
5.5
16
7-10
6-5
6-0
5-3
5-4
4-10
_(4-1) _
(2-9)
(2-5) -- -'j
(1 lfl)- _I
(]-1 l)
(1-7)
20
8-10
7-3 j
6-9
6-0
6-1
5-6
(5-3) 1
--
_ (3 6)_
(3-1)
f
(2-4)
(2-5)
(2-0)
24
9_8 v
8-0
j
7-5
-- 6-7
6-8
6-0
-- (6-3) --
�_-(4-3).�-_.-_(3-8)
(2-I1)
- (3-0)
(2-5)
5--2.
2
3-11 3-5
3-6-
_ - 2
_ (2-6)
(0-I1)
12
6-7
5-5 I
5..0 { 4-5
4-6
4-1
(1-6)
7.5
16
7-9
6-5
5-11
5-3
5-4
4-10
---(5 5)
(3-8) -
-- (33)-- —�-
(2-6)
(2_2)
20
8-8 7-2
6-8 i
5-11
—(2-7)
6-0
-
5-5
_ (6-10) - 48)
(4-2)
(3-3) {
(3-4)
(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)
(3-4)
---
_._
8
5-2 4-2
3 11 j
3-5
3-6 i
3-2
(3-1) -- (2 1) —
--
--- (i 9)
-i
(1-5) _�.
(1-5)
(1-2)
9.5
I
12
6-7 � 5.5
5.0
- 1-5 i
_
4-6
4-1
(3-0)
_ (z 4)
(2-5)
i1-11)
16
7-8 i 6-4
5-11
5-3
5_4
4-10
(6-9) .. (4-7) ,
(4-2)
(3-3)
(3-4)
(2-8)
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/mz, 1 pound per square foot = 0.0479 kN/mz.
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.1240.
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 WALLSe,b,`,aa
NO.5 BOTTOM BAR SIZE
For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, I pound per square inch = 6.895 kN/m', I 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: L1240.
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®
MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)e
Supporting Light Framed 2nd Story
Supporting ICF Second Story and
Supporting Roof
and Roof
Roof
Ground Snow Load
MINIMUM LINTEL
THICKNESS, T
(inches)
LINTEL DEPTH, D
(inches)
30 psf
70 psf 30 psf 70 psf 30 psf 70 psf
8
4-9
4-2 3-11 3-7 3-7 3-5
(1-2)
(0-9) (0-8) (0-6) (0-6) (0-5)
7-2
6-3 5-11 5-5 5-5 5-0
12
(1-11)
(1-3) (1-1) (0-10) (0-10) (0-8)
9-6
8-0 7-4 6-6 6-7 5 I1
3.5
16
(2-9)
(1-9) (1-6) (1-2) (1-2)
11-1
9-1 8 4' �l �� 7 6 6 9
20
(3-5)
:
(2-3) h,,
19 t)h 9 %4 x i 6
2413
l
5-6
4-10 4-7 4-2 4-2 311-10
8
(1-10)
(1-2) (1-0) (0-9) (0-10) (0-8)
12
(3-0)
(2-0) (6 9) (1-4) (1-4)
9-9
a7
5.5
16
(4-1)
a . _;,na 2-5}<)(1
20����
.��'l R0. f-.,.
J. $�'`^.��.',". '%... :+. A ,. Sf. i'` C• F. -!'F a`�ffl '� �:.i �.„,p sS .?'4�.� `
24Ri
�yx�
�, F 5"- NQ
y y' s
8
61
5-2 4-9 4-3 4-3
�1`c`�13�g1
(2-6)
(1-8) (1-5)
8-2�r9
12
40
7.5
1609
„ f
g�
2�
ti�9 4
20
24
6-4
5-2 4-10
8
(3-1)
(2-1) (1-9)�7,
12
.: n =STM .� a'S yk'b YPog V $$ee=�dC2yyk'y
9.5
16
20
24r
For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, I pound per square inch = 6.895 kN/m', I 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: L1240.
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®
FOUNDATIONS
R404.1.1 Masonry foundation walls. Concrete masonry
and clay masonry foundation walls shall be constructed as
set forth in Tables R404.1.1(1), R404.1.1(2), R404.1.1(3)
and R404.1.1(4) and shall also comply with the provisions
of this section and the applicable provisions of Sections
R606, R607 and R608. In Seismic Design Categories D,
and D2, concrete masonry and clay masonry foundation
walls shall comply with Section R404.1.4. Rubble stone
masonry foundation walls shall be constructed in accor-
dance with Sections R404.1.8 and R606.2.2. Rubble stone
masonry walls shall not be used in Seismic Design Catego-
ries D, and D,
R404.1.2 Concrete foundation walls. Concrete foundation
walls shall be constructed as set forth in Tables R404.1.1(1),
R404.1.1(2), R404.1.1(3) and R404.1.1(4), and shall also
comply with the provisions of this section and the applicable
provisions of Section R402.2. In Seismic Design Categories
D, and DZ, concrete foundation walls shall comply with Sec-
tion R404.1.4.
R404.1.3 Design required. A design in accordance with ac-
cepted engineering practice shall be provided for concrete
or masonry foundation walls when any of the following con-
ditions exist:
1. Walls are subject to hydrostatic pressure from ground-
water.
2. Walls supporting more than 48 inches (1219 mm) of
unbalanced backfill that do not have permanent lateral
support at the top and bottom.
TABLE R404.1.1(1)
PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS
• u_
PLAIN CONCRETE MINIMUM NOMINAL WALL
PLAIN MASONRY' MINIMUM NOMINAL WALL
THICKNESS (inches)
THICKNESS (inches)
MAXIMUM WALL
MAXIMUM
UNBALANCED
Soil classes'
HEIGHT
(feet)
BACKFILL HEIGHT`
GW, GP, SW
GM, GC, SM,
SC, MH, ML -CL
GW, GP, SW
I
GM, GC, SM,
SC, MH, ML -CL and
(feet)
and SP
SWSC and ML
and inorganic CL
and SP
SM -SC and ML
inorganic CL
5
4
6
6
6
6 solid° or 8
6 solid° or 8
6 solid° or 8
5
6
6
6
6 solid or 8
8
10
4
6
6
6
6 solid° or 8
6 solid° or 8
6
5
6
6
6
8
10
6
6
8g
88
10
12
4
6
6
6
Hsolidor
8
8
7
5
6
6
89
10
10
6
6
8
8
12
10 solid°
7
8
8
10
10 solid°
12 solid°
4
6
6
6
6 solid° or 8
6 solid° or 8
8
5
6
6
8
6 solid° or 8
10
12
8
6
89
8
10
10
12
12 solid°
7
8
10
10
12
12 solid'
Footnote e
8
10
10
12
10 solid°
12 solid°
Footnote e
4
6
6
6
6 solid° or 8
6 solid° or 8
8
5
6
8g
8
8
10
12
9
6
8
8
10
10
12
12 solid'
7
8
10
10
12
12 solid°
Footnote e
8
10
10
12
12 solid°
Footnote a
Footnote e
r_n
9
10
12
Footnote f
Footnote a
Footnote a
Footnote e
LJ611— 4.).14 mm, i root = 304.8 mm, 1 pound per square inch = 6.895 Pa.
a. Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated.
b. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.
c. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
d. Solid grouted hollow units or solid masonry units.
e. Wall construction shall be in accordance with Table R404.1.1(2) or a design shall be provided.
f. A design is required.
g. Thickness may be 6 inches, provided minimum specified compressive strength of concrete, f', is 4,000 psi.
72 2003 INTERNATIONAL RESIDENTIAL CODE@
FOUNDATIONS
TABLE R404.1.1(2)
RFINFnRCED CONCRETE AND MASONRY' FOUNDATION WALLS
For Sl: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
a. Mortar shall be Type M or S and masonry shall be laid in running bond.
b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the
spacing of the reinforcement does not exceed 72 inches.
c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5
inches.
d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.
e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
TABLE R404.1.1(3)
REINFORCED CONCRETE AND MASONRY' FOUNDATION WALLS
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING`FOR
8 -INCH NOMINAL WALL THICKNESS
MAXIMUM WALL
MAXIMUM UNBALANCED
Soil classes d
MAXIMUM WALL
MAXIMUM UNBALANCED
Soil classes'
HEIGHT
BACKFILL HEIGHT'
GW, GP, SW and SP soils
GM, GC, SM, SM -SC and ML soils
SC, MH, ML -CL and inorganic CL soils
(feet)
(feet)
#4 at 72" o.c.
#4 at 72" o.c.
7
5
#4 at 72" o.c.
#4 at 72" o.c.
5
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
6
6
#4 at 48" o.c.
#4 at 40" o.c.
#5 at 48" o.c.
#4 at 48" o.c.
4
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 72" o.c.
5
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 40" o.c.
7
6
#4 at 48" o.c.
#5 at 48" o.c.
#5 at 40" o.c.
#5 at 64" o.c.
7
#4 at 40" o.c.
#5 at 40" o.c.
#6 at 48" o.c.
#4 at 32" o.c.
5
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 40" o.c.
#4 at 72" o.c.
6
#4 at 48" o.c.
#5 at 48" o.c.
#5 at 40" o.c.
8
7
#5 at 48" o.c.
#6 at 48" o.c.
#6 at 40" o.c.
#4 at 40" o.c.
8
#5 at 40" o.c.
#6 at 40" o.c.
#6 at 24" o.c.
#6 at 64" o.c.
5
#4 at 48" o.c.
#4 at 48" o.c.
#5 at 48" o.c.
#7 at 72" o.c.
6
#4 at 48" o.c.
#5 at 48" o.c.
#6 at 48" o.c.
9
7
#5 at 48" o.c.
#6 at 48" o.c.
#6 at 32" o.c.
8
#5 at 40" o.c.
#6 at 32" o.c.
#6 at 24" o.c.
9
#6 at 40" o.c.
#6 at 24" o.c.
#6 at 16" o.c.
For Sl: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
a. Mortar shall be Type M or S and masonry shall be laid in running bond.
b. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the
spacing of the reinforcement does not exceed 72 inches.
c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least 5
inches.
d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.
e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
TABLE R404.1.1(3)
REINFORCED CONCRETE AND MASONRY' FOUNDATION WALLS
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
a. Mortar shall be Type M or S and masonry shall be laid in running bond.
b. Alternative reinforcing bar sizes and spacing having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the
spacing of the reinforcement does not exceed 72 inches.
c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least
8.75 inches.
d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.
e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
2003 INTERNATIONAL RESIDENTIAL CODE® 73
VERTICAL REINFORCEMENT SIZE AND SPACING °` FOR
12 -INCH NOMINAL WALL THICKNESS
MAXIMUM WALL
MAXIMUM UNBALANCED
Soil classes d
HEIGHT
BACKFILL HEIGHT'
GW, GP, SW and SP soils
GM, GC, SM, SM -SC and ML soils
SC, MH, ML -CL and inorganic CL soils
(feet)
(feet)
4
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 72" o.c.
7
5
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 72" o.c.
6
#4 at 72" o.c.
#4 at 64" o.c.
#4 at 48" o.c.
7
#4 at 72" o.c.
#4 at 48" o.c.
#5 at 56" o.c.
5
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 72" o.c.
8
6
#4 at 72" o.c.
#4 at 56" o.c.
#5 at 72" o.c.
7
#4 at 64" o.c.
#5 at 64" o.c.
#4 at 32" o.c.
8
#4 at 48" o.c.
#4 at 32" o.c.
#5 at 40" o.c.
5
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 72" o.c.
6
#4 at 72" o.c.
#4 at 56" o.c.
#5 at 64" o.c.
9
7
#4 at 56" o.c.
#4 at 40" o.c.
#6 at 64" o.c.
8
#4 at 64" o.c.
#6 at 64" o.c.
#6 at 48" o.c.
9
#5 at 56" o.c.
#7 at 72" o.c.
#6 at 40" o.c.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
a. Mortar shall be Type M or S and masonry shall be laid in running bond.
b. Alternative reinforcing bar sizes and spacing having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the
spacing of the reinforcement does not exceed 72 inches.
c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be at least
8.75 inches.
d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.
e. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where an interior concrete slab is provided, the unbalanced
backfill height shall be measured from the exterior finish ground level to the top of the interior concrete slab.
2003 INTERNATIONAL RESIDENTIAL CODE® 73
SPOKANE COUNTY
DEPARTMENT OF BUILDING & PLANNING
S 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050
Site Information Project Information
Site Address: 1819 N OBERLIN ST
Parcel Number: 45084.1310
Subdivision: RANGE
Block: Lot:
Zoning: UNK Unknown
Owner: CLIFF SCHMITZ CONSTR
Address: 16520 E SECRETARIAT LN
VERADALE, WA 99037 -
Building Inspector:
Water Dist:
Sewer Connection Permit
Project Number: 06001866 Inv: 1 Issue Date: 4/3/2006
Permit Use: SEWER CONNECTION - UNIVERSITY VIEW EST
Applicant: CLIFF SCHMITZ CONSTR
16520 E SECRETARIAT LN
VERADALE, WA 99037 -
Contact: CLIFF SCHMITZ CONSTR
16520 E SECRETARIAT LN
VERADALE, WA 99037 -
Setbacks - Front: Left: Right:
Group Name:
Project Name:
Permits
Contractor: J L HAWKINS EXCAVATING License #: JLHAWE*222LE
Phone: (509) 999-7733
Phone: (509) 999-7733
Rear:
SEWER CONNECTION 1 $85.00 PROCESSING FEE 1 $15.00
Total Permit Fee: $100.00
FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8:30-5:00 MONDAY -FRIDAY PRIOR TO
COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL
INSPECTION FEES APPLY AFTER 30 MINUTES.
THE INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND
MAY BE REQUIRED TO PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE
ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION.
SEWER STUBS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE
AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR
GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE.
THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME.
BOTH STATE LAW RCW 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO
OWNERS OF UNDERGROUND FACILITIES.
CALL 1-800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE, SPOKANE COUNTY CODE
REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR & INDUSTRIES,
INCI.I IDTNG THOSE RELATED TO TRENCH SAFETY.
Total Fees AmountPaid AmountOwini!
$100.00 $100.00 $0.00
Payment Summary
Tran Date Receipt # Payment Amt
4/3/2006 1503 $100.00
Processed By: SHATTO, JULIE PERMIT
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