2006, 06-16 Permit App: 06002266 ResidenceProject Number: 06002266 Inv: I
Application Date: 6/16/2006 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: SFR, GAS HEAT, ON SEWER
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Contact: DENNIS CLARKE CONSTRUCTION
Address: 1919 E MIDWAY RD
C - S - Z: COLBERT, WA 99005
Phone: (509) 466-4621
Group Name:
Project Name:
Name: Range
District: Nort
Parcel Number: 45091.0847
Block:
SiteAddress: 12221 E GRACE AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: 17,789 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Lot:
Owner: Name: VAVRA, DEBRA A
Address: 12213 E GRACE
SPOKANE, WA 99206
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review Information:
Review
Building Plan Review
Released By:
Driveway/Approach
Originally Released: 6/15/2006 By: TMELBOU
Originally Released: 6/16/2006 By: amblake
Landuse/Zoning/HE Conditions
.Released By:
Sewer Review
Permits:
Originally Released: 6/13/2006 By: KKENDAL
Released By:
L
Operator: AMB Printed By: AMB
Print Date: 6/16/2006
tit
Project Number: 06002266 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/12/2006 Page 1 of 2
Project Information:
Permit Use: SFR, GAS HEAT, ON SEWER Contact: DENNIS CLARK CONSTRUCTION
Address: 1919 E MIDWAY RD
C - S - Z: COLBERT, WA 99005
Setbacks: Front Left: Right: Rear: Phone: (509) 466-4621
Group Name:
Project Name:
Site Information:
Plat Key:
Name: Range Rirvika L 1 BB
District: Nort
Parcel Number: 45091.0 .0s4-1 Block:
SiteAddress: 1 3 E GRACE AVE
2221
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: 17,789 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ,
Lot:
Owner: Name: VAVRA, DEBRA A
Address: 12213 E GRACE
SPOKANE, WA 99206
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Driveway/Approach
Released By: - - -=
Landuse/Zoning/HE Conditions
Released By
Sewer Review
Released By:
Permits •
Operator: AMB Printed By: AMB
Print Date: 6/12/2006
Project Number: 06002266 Inv: 1 Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/16/2006 Page 2 of 3
Contractor: DENNIS CLARKE
Address: 1919 E MIDWAY RD
COLBERT, WA 99005
Item Description
APPROACH -CONST IN ROW
Contractor: DENNIS CLARICE
Address: 1919 E MIDWAY RD
COLBERT, WA 99005
Description Grp Type Notes
1&2 FAMILY R-3 VB
2ND FLOOR R-3 VB
BASEMENT U R-3 VB
DECK OPEN R-3 VB
GAR WOOD U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Approach
Firm: DENNIS CLARKE CONSTRUCTIO
Phone: (509) 466-4621
Units Unit Desc
1 NUMBER OF
Permit Total Fees:
Building Permit
Fee Amount
550.00
550.00
Firm: DENNIS CLARKE CONSTRUCTIO
Phone: (509) 466-4621
This Application:
Total Project:
Sq Ft Valuation Sq Ft Valuation
956 $82,569.72 956 $82,569.72
1,251 $93,424.68 1,251 $93,424.68
945 $14,175.00 945 $14,175.00
164 $2,460.00 164 $2,460.00
543 $10,317.00 543 $10,317.00
Totals: 3,859 5202,946.40 3,859 $202,946.40
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Contractor: GOLD SEAL MECHANICAL INC
Address: 5524 E BOONE AVE
SPOKANE, WA 99212
Item Description
GAS WATER FIEATER
GAS PIPING
HEAT PUMP OR AJC 0-3 TONS
VENTILATING FANS
CLOTHES DRYER
RANGE
GAS LOG OR GAS INSERT
HOOD -TYPE II
Permit Total Fees:
Mechanical Permit
Fee Amount
$1,570.55
$4.50
$628.22
$2,203.27
Firm: GOLD SEAL MECHANICAL INC
Phone: (509) 535-5944
Units Unit Desc
1 NUMBER OF
4 # OF UNITS
1 NUMBER OF
4 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
Operator: AMB Printed By: AMB
Permit Total Fees:
Print Date:
Fee Amount
$10.00
$4.00
$12.00
$40.00
$10.00
$10.00
$10.00
$10.00
$106.00
6/16/2006
Project Number: 06002266 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 6/16/2006
Contractor:' GOLD SEAL MECHANICAL INC
Plumbing Permit
Page 3 of 3
Firm: GOLD SEAL MECHANICAL INC
Address: 5524 E BOONE AVE Phone:
SPOKANE, WA 99212
Item Description
TOILETS/BIDETS
SINKS
SHOWERS
TUBS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
Notes:
Units Unit Desc
3 NUMBER OF
6 NUMBER OF
1 NUMBER OF
2 NUMBER OF
1 NUMBER OF
I NUMBER OF
1 NUMBER OF
Permit Total Fees:
(509) 535-5944
Fee Amount
$18.00
$36.00
$6.00
$12.00
$6.00
$6.00
$6.00
$90.00
Payment Summary:
Permit Type
Approach $50.00
Building Permit $2,203.27
Mechanical Permit $106.00
Plumbing Permit $90.00
Fee Amount Invoice Amount
Amount Paid
$50.00 $0.00
$2,203.27 $0.00
$106.00 $0.00
$90.00 $0.00
$2,449.27 $2,449.27
Amount Owing
$50 00
$2,203.27
$106.00
$90.00
$0.00 $2,449.27
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB Print Date: 6/16/2006
Spokane
Valley
Community Development
rermn Lcmc:
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)588-0036 FAX: (509)608-0037
www. spokaneva l l ev. ore
PERMIT NUMBER: d,'7,19
PERbIITFEE:
Residential Construe$' ' New Construction ❑ Accessory Bldg
Permit Applicata $' ❑ Addition/Remodel ❑ Deck
49 /� n Other:
9 <c�
SITE ADDRESS � 2-113 E.:C�e-C-a- �+ /
ASSESSORS PARCEL NO: 451n i �� j . dGAL DESCRIPTION:
-- _ - - _ .i' "�1'B.I' - .. " ''r'-
Build,ngOe�er: �-,.•.-::jC...i'r,...--...
:Ceiflaeter:J� ` - _ _ ;.i.: • -i-1 -a-:: r..•.:
_z.=_sr..+F:_.-,•�.,�.,..__. ._.:.:._�`4.._..
Name:
ToM •d srac“y P, okra
Name:—' C',4d
—1 kNNt6
Address:
�.as�ss a
Address: at
F.1919 Vt^ i Dw ht A4J
City: Spoktor. State: W t, Zip:
nn JJ
City: (o �%u Statefo A Zip:
g4ans
Phone: Fax:
Phone:Q9 S 3 k LiCS- Fax:
49689°77
DECK./COV. PATIO SQ. FTG:/
'
N /G `7
Contractor Lic No: Exp Date: / O 7
AiENnl,cr. z13-6,4I-
p'Gon"it"agt PersoA-=`'::_ms:'fi 5V.-`t"_.:.,,,a_`_-- -�
TYPE:
F(w
City Business Lic. No: •
Name:
Phone:
Describe the scope of work in detail:
Cost of Project: $ 2 2 S,-c1x)2?"--
I
__..__._._.
HEIGHT TSO PE.44K:
DIMENSIONS:3
te
# OF STORIES:
TOTAL HABIT SPACE:
-07
MAIN FLOOR TO SQ.
FTG: Ct G ASr6
2NU-6,4
SQ. FTG:
1J—/2Z Ste/
UNFIN BASEMENT SQ. FTG:
11-i 47�' f
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: t`iia
GARAGE 5Q. FTG: ,,v
sapJ
5
DECK./COV. PATIO SQ. FTG:/
'
N /G `7
30% SLOPES ON
PROPERTY: N J/I-
# OF BEDROOMS:CONSTRUCTION
N
TYPE:
F(w
HEAT OURC
F�A G, A s
SEWER OR SEPTIC?
• 5rw;s2
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.Qrocessed.
Signature
Method of Payment:
0 Cash
Bankcard #:
Authorized Signature:
REVISED 025.2005
Cfivii
0 Check
Date 4- 9- o�
❑ Mastercard fit VISA
Expires: VIN#:
Sratine
Valley .
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www.spokanr allev.ors
Plumbing Permit Application n Commercial ❑ Residential
PERMIT NU?MMBER:
PERMIT FEE:
SITE ADDRESS:
Building Owner
Name:
Phone:-
Fax:
..
Address:/�
• City
State:
Zip:
Contractor
�
Ca, 611
SGn l
//
fricedH
�F2 c
• <-3J 7"
7•
Name:
Phone:
Fax:
Address:
City.
State:
Zip: -
License No:
City Business Lic:
Contact':,
Name:
Phone:
DESCRIPTION OF WORK
A OF UNITS X
COST = . TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
3
X
56.00
2
URINALS
X
56.00
3
TUBS
L
x
56.00
4
SHOWERS (PER TRAP)
BATH, STALL ON-SITE BUILT
1
X
56.00
5
SINKS
LAVSBASINS, BAR, FLOOR KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
X
56.00
6
DISHWASHER
X
56.00
7
CLOTHES WASHER
X
56.00
B
GARBAGE DISPOSAL
1
X
56.00
9
WATER SOFTENER
X
56.00
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
56.00
11
FLOOR DRAINS
AREA, CASE, COIL TRENCH,
CONDENSATE
X
56.00
12
ROOF DRAINS/OVERFLOW DRAINS
X
56.00
13
. 14
FOUNTAINS, DRINKING
WATER PIPING/DRAIN-IN WASTE,
VENT, PLUMBING, REVERSAL
X
56.00
NSTALLATION, ALTERATION, REPAIR
REVERSALS
X
56.00
15
SEWAGE EJECTOR
GRINDER SUMP PUMP
X
56.00
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER HOSE BIB,
STEAMER
PROOFER, CARBONATOR SWAMP
COOLER
X
56.00 .
17
CROSS CONNECTION DEVICE
VACUUM BREAKER CHECK VALVE,
AND R.P.B.P.D. FOR VATS, TANKS,
BOILERS
X
56.00
16
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
56.00
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
$6.00
20
MISCELLANEOUS PLUMBING FIXTURE
X
56.00
21
PRIVATE SEWAGE DISPOSAUSYS
X
520.00
22
INDUSTRIAL WASTE INTERCEPTOR
X
515.00
METHOD OF PAYMENT:
DCASH 0 CHECK 0 VISA 0 MC
Card#
AUTHORIZED SIGNATURE:
REVISED 6/26/45
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
535.00
TOTAL PERMIT FEE DUE:
oar
remit center
SSoxa.ne 11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)666-0036 FAX: (509)65B-0037
Community Development wtw.snokanevallev.org
Mechanical Permit Application ❑ Commercial
Walley
PERMIT NUMBER
PERMIT FEE:
Residential
SITE ADDRESS:
Building Omer
Name: Tom POkML I
?hone:
Fax:
Address:
City.
State:
Z1p:
CoDtractor �1��
�Lc.iRn llco7))a41
- - -
vv c_• 2-�S`Q�r .:';.
Name:
PboTf: El
Fax:
2U.&�j07%
�•2ryF11 7 CI neje-
S�7 d�c')i�l(i -I Y. 34i1%i0
Address: E. 19 t `i Yv1 i D..3 n,A
� b2.,E-
I� . 1-Ith 'Col
stair 6
zip:
L
3 C.
License No: toNa Icc Z(3 SN-
City Business Lim
Contact .._:
1
.. _
Phone: over 3 3-Fr2% c ------
Name. 7 l Pi I.! r1 5, RI D -al t__
DESCRIPTION
DESCRIPTION OF WORK
S OF UNITS
COST
TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or less than 100,00D
X
312.00
2
FUEL BURNING APPLIANCE
More than 100,000
X
315.DD
3
UNLISTED APPLIANCE (Additional Fee)
Equal to or less than 400,000
X
350.00
4
UNLISTED APPLIANCE (Additional Fee)
More than 400,000
X
3100.00
5
USED APPLIANCE (WSEC min. AFUE rating)
Equal to or less than 400,000
X
550.0D
6
USED APPLIANCE (WSEC min. AFUE rating)
More than 400,000
X
3100.00
7
BOILER/REFRIGERATION
1- 100M BTU
X
512.00
8
BOILER/REFRIGERATION
101 - 500M BTU
X
320.00
9
BOILER/REFRIGERATION
501 -1,000M BTU
X
325.00
10
BOILER/REFRIGERATION
1,001 - 1,75DM BTU
X
335.0D
11
BOILER/REFRIGERATION
More than 1,750M BTU
X
560.00
12
GAS LOG, GAS INSERT, GAS FIREPLACE
1-
X
310.00
13
RANGE
1
X
310.00
14
DRYER
X
310.00
15
FUEL BURNING WATER HEATER
X
310.00
18
MISC. FUEL BURNING APPLIANCE
X
310.00
17
GAS PIPING (each outlet)
X
31.00
18
DUCT SYSTEMS
X
310.00
19
VENTILATING FANS
7
X
310.00
20
AIR HANDLER (DOES NOT include ductnq)
Equal to or less than 10.000 CFM
X
312.00
21
AIR HANDLER (DOES NOT include ducting)
Greater than 10.000 CFM
X
315.00
22
EVAPORATIVE COOLERS
X
310.00
23
TYPE I HOOD
X
350.00
24
TYPE II HOOD.
X
S1D.DD
25
HEAT PUMP/AIR CONDITIONER
0-3 TON _
S1
X
312.00
26
AIR CONDITIONER
3.15 TON
X
320.00
27
AIR CONDITIONER
15-30 TON
X
325.00
28
AIR CONDITIONER
30-50 TON
X
335.00
29
AIR CONDITIONER
More than 50 TON
X
360.00
30
LPG STORAGE TANK
X
310.00
31
WOOD OR PELLET STOVE/INSERT
X
310.00
32
WOOD STOVE - FREE STANDING
x
$25.00
33
REPAIR .4 ADDITIONS
X
315.00
34
VENTILATION SYSTEMS
X
312.00
35
VENTRATION MECHANICAL EXHAUST
x
312.00
36
INCINERATOR - RESIDENCE
X
319.00
37
INCINERATOR - COMMERCIAL
X
322.00
METHOD OF PAYMENT:
OCASH ❑ CHECK ❑ VISA OMC
CARD #:
AUTHORIZED SIGNATURE:
REVISED t'26/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Amain:
Amain:Floor'
% of floor
Glazing U -Factor
pow
U-
Factor
Ceiling 2
Vaulted
Ceiling
Wallt2
Above
Grade
Wall?
int'
Below
Grade
Wall?
ext'
Below
Grade
ab e
on
Grade
Vertical
Overhead"
I.
10%
0.40
0.58
0.20
R-38
R-30
R-21
int'
R-21
R-12
R-30
R-10
Il.
15%
0.40
0.58
0.20
R-38
R-30
R-19+
R-21
R-12
R-30
R-10
R-58
III,
17%
0.37
0.58
0.20
R-38
R-30
R-19+
R-5°
R-21
R-12
R-30
R-10
IV.
25%
0.35
0.58
0.20
R-38 /
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int' /
U=0.029
F=0.54
Occupancy
U=0.054
Only
V.
Unlimited
Group R-3
0.35
0.58
0.20
R-38
R-30
R-21
int'
R-21
R-12
R-30
R-10
Occupancy
Only
VI.
Unlimited
0.32
0.58
0.20
R-381
R-30 /
R-21
R-15
R-12
R-30 /
R-10 /
Group R-1
U=0.031
U=0.034
int' /
U=0.029
F=0.54
Occupancy
U=0.054
Only
* 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
ENERGY PROGRAM
1-7
SIMPSON UPLIFT
STRAP
1,800 POUNDS
TWO ANCHOR BOLTS
INSTALLED IN ACCORDANCE
WITH FIGURE R403.1(1) SHALL
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER
POINTS
NIAX. HEIGHT 10- 0"
' S" MN. WIDTH
7/16" OSB SHEATHING
Mr MIN.
NAILED WITH Sd COMMON
OR GALVINIZ:ED BOX NAILS
IN ACCORDANCE WITH TABLE
R602.3(1) AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK EACH STRAP
WIT A STUD
RECOMMENDED HOLD
IN 8FROM EDGE OF
BRACING PANEL
. .M . d, .
• •• •• •
. 0, .
.b,
IN FIRST STORY OF
TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
ANCHOR BOLTS, PLACED AT
ONE-FIFTH POINTS
SIMPSON UPLIFT
STRAP
3,000 POUNDS
0.11 154\ R -T-c:, o—?m
0 F Fou Ni WPLL-
SCALE:I"'I-O'
ir j, RNA, 1R BRACING
.J.FT•
P.60116.4 ALT ERNA, L FLACLI) W ALL rANELS
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 D,, 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 D2.
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
DI and D:, 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:
TABLE R404.1.1(1)
PLAIN CONCRETE AND PLAIN MASONR7
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.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, l 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®
PLAIN CONCRETE MINIMUM NOMINAL WALL
THICKNESS (inches)
PLAIN MASONRY' MINIMUM NOMINAL WALL
THICKNESS (inches)
MAXIMUM WALL
MAXIMUM
UNBALANCED
Soil classes°
HEIGHT
(leet)
BACKFILL HEIGHT`
(feet)
GW, GP, SW
and SP
GM, GC, SM,
SM -SC and ML
SC, MH, ML -CL GW, GP, SW GM, GC, SM,
and inorganic CL and SP SM
SC, MH, ML -CL and
-SC and ML
inorganic CL
5
4
5
6
6
6 6
6 6
6 solidd or 8
6
6 solid° or 8 6 solidd or 8
8
solid° or
10
6
4
5
6
6
6
6
6 6
6 6
88 81
6 solidd or 8
6 solidd or 8
8
6 solidd or 8 6 solidd or 8
8 10
7
4
5
6
7
8
6
6
6
6
6
8
8
6
8g
8
10
_
6 solidd or 8
6 solid° or 8
10
12
10 12
8 8
10 10
12 10 solid°
10
8
4
5
6
7
8
6
6
8g
8
10
6
6
8
10
10
6
8
10
10
12
solidd
6 solidd or 8 6 solid° or 8
6 solidd or 8 10
10 12
12 12 solidd
10
12 solidd
8
12
12 solidd
Footnote e
9
4
5
6
7
8
9
6
6
8
8
10
10
6
8g
8
10
10
12
solid° 12 solidd
6 6 solidd or 8 6 solidd or 8
8 8 10
10 10 12
10 12 12 solidd
12 12 solid° Footnote e
Footnote f Footnote Footnote
Footnote e
8
12
12 solid°
Footnote e
Footnote e
e e
Footnote e
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, l 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)
REINFORCED CONCRETE AND MASONRY' FOUNDATION WALLS
MAXIMUM WALL
HEIGHT
(feet)
MAXIMUM UNBALANCED
BACKFILL HEIGHT'
(feet)
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING°` FOR
S -INCH NOMINAL WALL THICKNESS
Soil classes°
GW, GP, SW and SP soils
GM, GC, SM, SM -SC and ML soils
SC, MH, ML -CL and inorganic CL soils
6
5
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
6
#4 at 48" o.c.
#4 at 40" o.c.
#5 at 48" o.c.
7
4
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 48" 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.
8
7
#4 at 40" o.c.
#5 at 40" o.c.
#6 at 48" o.c.
5
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 40" o.c. •
8
6
#4 at 48" o.c.
#5 at 48" o.c. -
#5 at 40" o.c.
7
#5 at 48" o.c.
#6 at 48" o.c.
#6 at 40" o.c.
8
#5 at 40" o.c.
#6 at 40" o.c.
#6 at 24" o.c.
9
5
#4 at 48" o.c.
#4 at 48" o.c.
#5 at 48" 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.
116 at 24" o.c.
#6 at 16" o.c.
For SI: 1 inch = 25.4 mm, I'foot = 304.8 mm.
a Mortar shall be Type M or 5 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 Sod 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 intenor concrete slab.
TABLE R404.1.1(3)
REINFORCED CONCRETE AND MASONRY FOUNDATION WALLS
MAXIMUM WALL
HEIGHT
(feet)
MAXIMUM UNBALANCED
BACKFILL HEIGHT'
(feet)
VERTICAL REINFORCEMENT SIZE AND SPACING°` FOR
12 -INCH NOMINAL WALL THICKNESS
Soil classes°
GW, GP, SW and SP soils
GM, GC, SM, SM -SC and ML soils
SC, MH, ML -CL and inorganic CL soils
4
#4 at 72" o.c
#4 at 72" o.c.
#4 at 72" o.c.
5
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 72" o.c.
7
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.
444 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 Monar 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 extenor 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
1$
2) #5 rebar
o extend 24
nches beyond
opening.
Reinforcement for openings in plain concrete
ar to extend
ning. Doorway:
uire rebar in
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
FIG
R611.7(3)
FIG
R611.7(4)
611.7(5
FIG
R611.7(6)
611.7(7
MIDDLE OF SPAN, A.
NOT REQUIRING STIRRUPS
SEE TABLE R611.7(2), R611.7(3),
R611.7(4), R611.7(5), OR R611.7(8)
LINTEL REINFORCEMENT
AS REQUIRED
L<2'(0.61m)
WALL REINFORCEMENT
AS REQUIRED
co
E
20,
Z N
A
— LINTEL —
24"_
O.6 m
/41
L 2' (0.61 m)
24"
0.6 m
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 R511.7(10)._.
For SI: I inch = 25.4 mm.
NOTE: Section cut through flat wall.
T
flI
EMI
EMI
•.i
NMI
EMI
EMI
EMI
MEI
MEI
:
7:
iNMMEMEMEME
ME
ME
NIE
ME
NE
ME
Elk
ME
MI
MEI
MMI
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®
1
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 nun) on center.
Horizontal reinforcement shall be continuous around
building corners using corner bars or by bending the
bars. In either case, the minimum lap splice shall be 24
inches (610 mm). For townhouses in Seismic Design
Category C and for all buildings in Seismic Design Cat-
egories D, and D2, each end of all horizontal reinforce-
ment shall terminate with a standard hook or lap splice.
12611.7.1.4 Lap Splices. Where lap splicing of vertical
or horizontal reinforcing steel. is necessary, the lap
splice shall be in accordance with Figure R611.7.I.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.
14611.7.1.5 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 21/4 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 1V2 (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.
12611.7.3.1 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
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 8611.7.3.
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:
L>_ 2 (0.61)
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 wind speeds greater I ]0 mph (177 km/hr),
townhouses within Swindismic Design Category thanC1 allbuildingsh(17in
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 tablets based on con rete 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 CODES
WALL CONSTRUCTION !a
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF L!NTELS FOR FLAT LOAD-BEARING WALLS"'
NO.4 BOTTOM BAR SIZE
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 = 0.04791 :N/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: 1i240.
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
R6I 1.7(2) and Section R61 1.7.3.2.
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, A)°
Supporting Roof Only
Supporting Light Framed
2nd Story and Roof
Supporting ICF Second Story
and Roof
MINIMUM LINTEL
Ground Snow Load
THICKNESS, T
LINTEL DEPTH, D
30 psf
70 psf
30 psi
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)
7-11
6-5
6-0
5-3
5-4
4-10
3.5
16
(2-9)
(1-9)
(1-6)
(1-2)
(1-2)
(1-0)
20
8-11
7-4
6-9
6-0
6-1
5-6
(3-5)
(2-3)
(1-11)
(1-6)
(1-7)
(1-3)
24
9-10
8-1
7-6
6-7
6-9
6-1
(4-1)
(2-9)
(2-4)
(1-10)
(1-11)
(1-6)
8
5-2
4-2
3-10
3-5
3-5
3-1
(1-10)
(1-2)
(1-0)
(0-9)
(0-10)
(0-8)
12
6-8 -
5-5
5-0
4-5
4-6
4-1
(3-0)
(2-0)
(1-9)
(I-4)
(1-4)
(1-1)
5.5
16
7-10
6-5
6-0 _
5-3
54
4-10
(4-1)
(2-9)
(2-5)
(1-10)
(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)
(2-0)
24
9-8
8-0
7-5
6-7
6-8
6-0
(6-3)
(4-3)
(3-8)
(2-11)
(3-0)
(2-5)
•
8
5-2
4-2
3-11
3-5
3-6
3-2
(2-6)
(1-8)
(1-5)
( 1 -1)
(1-1)
(0-11)
12
6-7
5-5
5-0
4-5
4-6
4-1
(4-0)
(2-8)
(2-4)
(1-10)
(1-10)
(1-6)
7.5
16
7-9
6-5
5-11
5-3
5-4
4-10
(5-5)
(3-8)
(3-3)
(2-6)
(2-7)
(2-2)
20
8-8
7-2
6-8
5-11
6-0
5-5
(6-10)
(4-8)
(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)
5-2
4-2
3-11
3-5
3-6
3-2
8
(3-1)
(2-1)
(1-9)
(1-5)
(1-5) j
(I-2)
9.5
12
6-7
5-5
5-0
4-5
4-6
4-1
5-0)
(3-4)
(3-0)
(2-4)
(2-51
(1-11)
16
7-8
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/m2, 1 pound per square foot = 0.04791 :N/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: 1i240.
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
R6I 1.7(2) and Section R61 1.7.3.2.
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 WALLS'''
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 psi
70 psf
30 psf
70 psf
3D 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
12-2
'(4-1)
:
10-0
.. -" .(2-9) ,
.:•
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)
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
(1-11)
6-0
(1-
20
10-11.
(5-3)
9-0
(3-6)
8-4
(3-1)
7-5
(2-4)
7-6 6-9.
(2-5) (2-0)
74
12-0
(6-3)
9-11
(4-3)
9-3
(3-8)
8-2
(2-11)
8-3 7-6
(3-0) (2-5)
7.5
8
6-1
(2-6)
5-2
(1-8)
4-9
(1-5)
4-3
(1-1)
4-3 3-10
(1-1) (0-11)
12
8-2
(4-0)
6-9
(2-8)
6-3
(2-4)
5-6
(1-10)
5-7
(1-10)
5-0
(1-6)
16
9-7
(5-5)..
7-11
(3-8)
7-4
(3-3)
6-6
(2-6)
6-7
(2-7)
6-0
(2-2)
20
0-10
6.10)
8-11
(4-8)
8-4
(4-2)
7-4
(3-3)
7-6
(3-4)
6-9
(2-9)
24
11-10
(8-2)
0
c2 '
`
8-1
(3-11)
8-3
(4-1)
7-5
(3-4)
9.5
8
6-4
3-1
5-2
2-1
4-10
1-9
k=
4-3
(1-5)
4-4
(1-5)
3-11
(1-2)
12
N :.
(5-0
4)
7-11
- (4-7)
-"
(3-1))
7-4
(4-2)
5-6
(2-4)
1-7
(2-5)
50
(1-11)
16
9-6
(6-9)
6-6.
(3-3)
6-7
(3-4)
5-11
(2-8)
20
10-8
(8-4)
8-10
(5-10)
8-3
(5-4)
7-4
(4-2)
7-5
4-3)
6-9
(3-6)
24
11-7
(10-0)
9-9
(6-11)
9-0
(6-5)
8-1
(5-0)
8-2
(5-2) .
7-5
(4-3)
For SI: 1 inch = 25.4 mm. 1 foot = 304.8 mm, I pound per square inch = 6.895 kN/m', 1 pound per square foot = 0.0479 kN/m'.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent
rectangularcross section. When reinforcement with a minimum yield strength of60,000 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®
GENERAL NOTES & DESIGN CRITERIA
This plan was designed and drafted by Design Basics, Inc., to meet average conditions and codes in the State of Nebraska at the time it was designed.
This plan was also designed for seismic zone 1. Because codes and requirements can change and may vary from jurisdiction to jurisdictictl, Design
Basics, Inc. cannot warrant compliance with any specific code or regulation. Consult your local building official to determine the suitability of these
plans for your specific site and application. This plan can be adapted to your local building codes and requirements, but also, it is the responsibility of
the purchaser and/or builder of this plan to see that the structure is built in strict compliance with all governing municipal codes (city, county, state and
federal). The purchaser and/or bufder of this plan releases Design Basics, Inc., its shareholders, directors, officers, and employees from any claims or
lawsuits that may arise during the construction of this structure or anytime thereafter.
DESIGN LOADS:
- Floor. 40 psf. live Toad Roof: 30 psf. live load Ceiling: 10 psf. live load
15 psf. dead load 10 psf. dead Toad 10 psf. dead load
Soli bearing Capacity - 2000 PSF
Live toads, dead loads, wind loads, snow loads, lateral loads, seismic zoning and any specialty loading conditions will need to be confirmed before
construction end adjustments to ptans made accordingly. See your local building officials for verification of your specific load data, zoning restrictions
and site conditions.
CONCRETE AND FOUNDATIONS:
• All stabs on grade shall be 3000 PSI (28 -day compressive strength concrete), unless noted otherwise.
All slabs on grade shall bear on 4" compacted granular fill with 6x8 - W1.4 x W1.4 welded wire mesh (wwm), unless noted otherwise.
interior slabs shall have 8 mil. polyethylene vapor barrier underneath.
Provide proper expansion and control joints as per local requirements.
Foundation concrete walls shall be constructed with:
A) Grade N, type 1, Hollow core load bearing concrete masonry units.
13) Grade N, type 1, specialty shapes load bearing concrete masonry units as required.
C)Type "N" mortar.
8) Provide continuous horizontal joint reinforcing with 9 gauge wire every other course.
E) Reinforcing must conform with your Local building requirements.
Ail 38" x 38" x 18" concrete pads to have (3) #5 rods each way.
A 148" x 48" x 18" concrete pads to have (4) #5 rods each way.
Foundation walls are not to be backfilled until properly braced.
Verify depth of frost footings with your local codes.
Provide termite prqtection as required by HUD minimum property standards.
Lateral support in basement walls to consist of (1) #5 rod in the filled cores of the concrete blocks.
Foundation bolts must be anchored to sill plate with 1/2" bolts embedded 15" in filled cores.
ROD & BOLT SCHEDULE:
EXTERIOR FILL ROD SPACING BOLT SPACING
0" to 3'-8" None required 8'-0" o.c.
3'-7" to 6-0" 48" o c. 48" o.c. in filled core
8'-1" to 7'-0" 32" o.c. 32" o.c. in filled core
Over 7'-0" Additional engineering may be required
STEEL:
• All structural steel for beams and plates shall compty with ASTM specification A-38.
• All structural sleet for steel columns shall comply with ASTM specification A-53 Grade B or A-501.
- All reinforcing steel for coneTete shall comply with ASTM specification A-615 Grade 60.
- Provide (1) #5 rod in slushed cores under beam pockets.
• Steel columns are to be 3" I.D. (inside diameter) unless noted otherwise.
FRAMING MEMBERS:
• Unless noted otherwise, alt framing lumber shall have the following characteristics:
Fb = 1,000 psi Fv = 75 psi E = 1,400,000 psi
Contractor to confirm the size, spacing and stress characteristics of all framing and structural members to meet your local code
Any structural or framing members not indicated on the plan are to be sized by contractor.
Double floor joists under alt partition walls, unless noted otherwise.
All subflooring is assumed to be 3/4" thick.
All exterior walls are ,dimensioned to outside of 1/2" rigid insulation.
All exterior walls are 4" (3 1/2" stud plus 1/2" rigid insulation), All interior walls are 3 1/2" unless otherwise shown.
Calculated dimensions take precedence over scaled dimensions.
All walls are 8'-1 1/8" high unless otherwise noted or implied.
All angled walls on floor plans are at 45 degree angle, unless otherwise noted.
Unlessnoted otherwise, above all openings that are:
(1) Load bearing and less than or equal to 3 ft use 4x6.
(2) Load bearing and more that 3 ft. use (2) 2x12 w/112" Plywood between.
(3)Non-load bearing and less than or equal to 6 use 4x8.
4 R Non -load bearing and more than 6 ft. use (2) 2x12 w/1/2" Plywood between.
(5) All exterior openings use (2) 2x12 w/1/2" Plywood between.
Alt busses to be engineered by truss manufacturer according to the loading indicated on this plan.
All exterior comers shall be braced in each direction with let -in diagonal bracing or plywood.
Place (1) row of 1" x 3" cross -bridging on all spans over 8'-0" and (2) rows of 1 x 3 cross -bridging on all spans over 16'-0".
Collar Wes are to be spaced 4'-0" o.c.
All -purlins .andklckers-are to be 2x6's, unless noted otherwise.
Any hip or valley rafters over a 28'-0" span are to be Laminated Veneer Lumber !L.V.L.).
MISC. NOTES:
- Prefabricated fireplaces and flues are to be U.L. approved and installed as per manufacturer's specifications.
All materials, supplies and equipment to be Installed as per manufacturer's specifications and as per local codes and requirements.
1/2" water-resistant drywall around showers, tubs and whirlpools.
112" drywall on interior walls and ceilings.
5/8" type "X" fire code drywall on garage walls and ceilings,
Windows are called out by glass size only.
Windows, if not noted, are assumed to be casements.
Confirm window openings for your local egress requirements and minimum light and ventilation requirements.
Headroom at stairs shall have a minimum clearance of 6'-8" high.
Provide proper handrails al stairs as per local code.
The mechanical and electrical layouts are suggested only. Consult your mechanical and electrical contractors for exact specifications, locations
and sizes.
IF THIS IS NOT RED I
DO NOT COPY/
requirements.
Jog flue to rear of ridge as necessary.
Note: Provide proper wiring for all electrical appliances• mechanical equipment and whirlpools as per manufacturer's specifications.
All air conditioner locations may vary depending on restrictive covenants and codes.
Typical overhang sizes unless noted otherwise on drawing are as follows:
On pitches of 4/12 - 5/12 - 8/12 = 24" overhang 9/12 = 14" overhang
8/12 = 16" overhang 10/12 - 11/12 - 12/12 = 12" overhang
7/12 = 18" overhang
Note: Adjust overhangs to provide clearance for windows to open. Adjust overhangs to maintain a consistent level when the plans call for (2)
different pitches at a hip.
Minor alterations to this plan can be made by builder. Please contact our drafting department for information and price quotes if major changes are
required.
Design Basics, inc. detemlines finished square footage by measuring to the outside of all walls. We include: interior fireplaces and every
location in which the floor joists project from the foundation. We do not include: window boxes where the floor joists do not project from the
foundation; 2 -story entries; exterior fireplaces; garage; decks; patios; porches; unfinished storage areas; basements or any other unfinished areas.
ABBREVIATIONS
ADJ
AWN.
BLDG.
BSMT.
BTM.
BTW.
CANt.
C.J.
CLc3.
CEIL
C.M.U.
CONC.
DBL
D.H.
DIA.
DISI[.
A4ustable
Awning
Buliding
Basement
Bottom
Between
Cantilever
Ceiling Joist
Concrete Masonry Unit
Concrete
Double
Double Hung
Diameter
Dishwasher
DN. Down
DRY. Dryer
EA. Each
ENT. Entertelnment
EXP. Exposure
EXT. Exterior
FIN. Finished
FIXT. Fixture
F.J. Floor Joist
FLUOR. Fluorescent
FTG. Footing
GALV. Galvanized
GARB. DISP. Garbage Disposal
G. & N. Glued & Nailed
G.LL. Gas Log tighter
HOR. Header
INSUL
INT.
JST.
L.V.L.
LiN.
MAX.
MBR.
MICRO.
MiL
MIN.
MISC.
M.O.
NO.
N.T.S.
0 C.
O.H.D.
Insulation OPNG.
interior P.C.
Joist PICT.
Laminated Veneer Lumber POLY.
linen
Maximum
Master Bedroom
Microwave
.001 Inch
Minimum
Miscellaneous
Masonry Opening
Number
Not To Scale
On Center
Overhead Door
PROJ.
RAD.
RAFTS
REFRiG.
RM.
SEC.
SHWR.
S.L
STA.
STD.
STI..
STRUCT.
Opening
Pull Cord
Picture
Polyethylene
Pction
Radius
Rafters
Rernrotor
Roorn
Second
Shower
Side Lite
Stationary
Standard
Steel
Structure)
1
4VV
T.C. Trash Compactor
T. & 0. Tongue & Groove
TRANS. Transom
TRAP. Trapezoid
U.L Underlayrnent
UNEX. Unexcavated
WASH. Washer
WD. Wood
WF, WMe Flange
W.H. Water Heater
W.W.M. Welded Wire Mesh
At
Line W/
Two W,de 3W
Four Wide 0
Center Line
With
Three Mde
Diameter
E\
L'
w
12
Detail Callout
Section Number
SYMBOLS
WaIWoodI Frame
J1(
i
Direction of Section
Square Footage
Hoof filch Ratio
or
8/12
80 Ceiling Pattern
Detail W/Height
70
Roof Louver
.3 4
-I
+ Concrete
Brick or
Stone
`ll .all.:.111.:IIL..III earth
Ill --ill- III—ill=�[
77777
Granular or
Gravel Fill
-t=Ili . I
J-
131 own
'`` Insulation
-1 Minimum 3"x3"
- Solid Bearing
or as required
Batt Insulation
4 -
CJ
1 Si1lcock
Flue d Duct
Floor Drain
Door Callout
Window Callout
,ELECTRICAL LEGEND
0
QWP
QGF
110 V. OUTLET
HALF SWITCHED 110 V OUTLET
220 V. OUTLET
WEATHERPROOF 110 V. OUTLET
GROUND FAULT 110 V. OUTLET
FLOOR 110 V. OUTLET
-EP- SURFACE MOUNT LIGHT
• RECESSED CAN LiGHT
WALL MOUNT LIGHT
PULL -CORD SURFACE MOUNT
THERMOSTAT
CHIMES
TELEPHONE
HEAT LAMP
LIGHT
111/
1
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4-
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FLOOD LiGHT
FLUORESCENT LIGHT
TRACK LIGHT
UNDER COUNTER LIGHT
EXHAUST FAN
EXHAUST FAN/LIGHT COMB.
PADDLE FAN/LIGHT FIXTURE
PADDLE FAN
SMOKE DETECTOR (WALL[
O SMOKE DETECTOR (CEILINGi
S
53
S4
TWO-WAY SWITCH
THREE-WAY SWITCH
FOUR-WAY SWITCH
NOTE: WIRE SMOKE DETECTORS iN SERIES
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L
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Roof Construction Package
AVAILABLE
FOR ALL • PLANS
A framing and dimensional layout for framer and builder.
Call 1-800-947-7526, ask for department 6M.
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FUKNAGE
WATER NEATER
U - Water neaters require anchoring or
trapping at upper and lower one third points to prevent
iorizontal displacement during earthquakes. Strapping
Is hall be a minimum of 4 inches above controls.
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�OUNOATION PLAN
SGALE: 1 /4' - 1 r-0'
211-4"
OK1Gr.
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
Radon Mitigation System Required
With 6 mil Vapor Barrier
WINDOW WELL:
Min. 9 sq. ft. horizontal area.
Min. 3 ft. horizontal projection and width.
Max. 44 in. vertical depth without a ladder
Concrete lintels shall conform to Tables
R611.7 (2) or (3) or Engineering is
required. Reinforcement for openings in
plain concrete is also required.
a C NCFiETE Tf Cc PLY TO IRC TABLE 404.1.1(1)
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GALL 800 -947 -PLAN
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTIN
PROVIDE SOLID BLOCKING UNDER ALL COL
BEARING WALLS AND SHEARWALLS.
PROVIDE DOUBLE JOINTS (MlN UNDER ALL
PARALLEL TO SPAN U.N.O.
PROVIDE DOUBLE STUDS 1) TO
UNDER ALL .HIPAND GIRDER 'MUSSES UR
PROVIDE SHEAR CONNECTION FROM I
SHEAR WALLS TOTRUSSES OR JOISTS
Blocking required at mid
height in unfinished
bearing walls
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Ain. 16, 18 or 20 in. APA Portal Frame Bracing
ngineered Shear Wall Bracing
QSMOKE ALARMS SHALL BE INTERCON-
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ALL ALAR MS.
((BEDROOMS,AAREAS EAPPROACH NG
BEDROOMS, VAULTED CEILING
WITH RISE OF 24" & ON _ f -1H FLOOR)
NOTE= SEE GOVER PAGE
FOR
0008 4 W I NQOW
SGHEOULE
EXHAUST FANS
100 CFM kitchen
50 CFM bathrooms
& laundry./ -r
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FACTORY -BUILT FIREPLACES:
Combustion Air Required
Hearth Clearances per Manufacturer's Instructions
Tight Fitting Doors Required
1.
6'-9)e 51-4
3'-4)4"
31-5"
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44
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6 -6 11
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 '/ in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 3/4 in. below
threshold provided the door does not swing over the landing.
3'-I "
3'-1
10'1-0"
9'-5 "5'-101W
01-0')e
POUNQ.
BELOW
W000 FfrAMEO
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PROTECTION ANP
DIELLI VCa.AND PR11 _' ' F s �Ci' _ 116i
1) MAT RIALS APPROVED 1 ul..,t HOUR He FIVI
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portion of roof area.
Attic Accessible
bv22'x301'
2X8 RAFTERS @-24 00. 1/8" GAP
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7. ---DOWNDRAFT
GOOKTOP
N1101.3.1— Attic insulation certification required as to
R — value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
CEILING: '/2" GWB if perpendicular to rafters or
trusses 24" o.c. and no water based texture used—
otherwise 5/8" GWB.
felt: for ice
fLA5H I NG \tea'' protection
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FASCIA
2X6 SUS -ASG I A STAIRWAYS: Minimum width 36 in. with min. tread
3/8' NA 5 D run of 10 in. max. rise of 7 3/4 in. & nosing of 3/4-1 1/4 in.
5101 Nb roK FOR 50fF I S � g
61X16° SAVE VENTS Min. 6 ft. 8 in. headroom. Enclosed usable space under
e &' -0' 00. stairways requires 1 hour fire protection of 1/2 in. GWB
1/2° RIGID INSUL.
VERTICAL SIDING
21 Anchor Bolts- Minimum 1/2" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
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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
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SGALE: 3/6° e I'-0°
NOTE: 6'-6" H 1 &H
MIN. GLEARANGE
FOR HEADROOM
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R00 FILLS 4 ANGHOR
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LOCAL GOVERNING
GODES. SEE SCHEDULE
ON COVER PAGE
&RAPE VARIES
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