2005, 04-18 Permit App: 05001221 Residence Project Number: 05001221 Inv: 1 Application Date: 04/18/2005 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: NEW RESIDENCE W/ATTACHED GARAGE- Contact: SCHMITZ,CLIFFORD&MARGO
NATURAL GAS Address: 16520 E SECRETARIAT LN
C-S-Z: SPOKANE VALLEY,WA 99037
Setbacks: Front 25 Left: 30 Right: 14 Rear: 46 Phone: (509)999-7733
Group Name:
Site Information Project Name:
Plat Key: Name: SHELLEY LAKE 04TH ADD PUD District: East
Parcel Number: 45244.3306 Block: 5 Lot: 6
SiteAddress: 16320 E 9TH LN Owner:Name: SCHMITZ,CLIFFORD&MARGO
Address: 16520 E SECRETARIAT LN
Location::CSV SPOKANE VALLEY,WA 99037
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 11,735 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 32
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Site Plan Review
Released By:
Plan Review Released By:
Sewer Review (-1410 By: � s i (-1410
l
0 5-00 r S
Operator: K_C Printed By: K_C Print Date: 04/18/2005
Project Number: 05001221 Inv: 1 Application Date: 04/18/2005 Page 2 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: CLIFF SCHMITZ Firm: CLIFF SCHMITZ CONSTRUCTIO
Address: 16520 E SECRETARIAT Phone: (509)922-4297
VERADALE WA 99037
Building Characteristics
Group: R-3 Type: VB
Total Area 3311
Building Height 24
Stories 2
Dwelling Units 1
This Application: Total Project:
Description Grp Type Notes SQ Ft Valuation Su Ft Valuation
2ND FLOOR R-3 VB 515 $38,460.20 515 $38,460.20
BASEMENT U R-3 VB 1,398 $20,970.00 1,398 $20,970.00
CARPORT U-1 VB 90 $1,350.00 90 $1,350.00
GARAGE U-1 VB 610 $11,590.00 610 $11,590.00
RESIDENCE R-3 VB 1,398 $104,402.64 1,398 $104,402.64
Totals: 4,011 $176,772.84 4,011 $176,772.84
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1,424.95
STATE SURCHARGE 1 SELECT $4.50
RESIDENTIAL PLAN REVIEW 1 SELECT $569.98
Permit Total Fees: $1,999.43
Mechanical Permit
Contractor: STURM HEATING Firm: STURM HEATING
Address: 1112 N NELSON Phone: (509)325-4505
SPOKANE,WA 99202
Item Description Units Unit Desc Fee Amount
GAS WATER HEATER 1 NUMBER OF $10.00
GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00
GAS PIPING 3 #OF UNITS $3.00
VENTILATING FANS 4 NUMBER OF $40.00
CLOTHES DRYER 1 NUMBER OF $10.00
GAS LOG OR GAS INSERT 1 NUMBER OF $10.00
HOOD-TYPE II 1 NUMBER OF $10.00
Permit Total Fees: $95.00
Operator: K_C Printed By: K_C Print Date: 04/18/2005
Project Number: 05001221 Inv: 1 Application Date: 04/18/2005 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Plumbing Permit
Contractor: JIMMY'S PLUMBING Firm: JIMMY'S PLUMBING
Address: 1702 S MAMER Phone: (509)928-8991
SPOKANE,WA 99216
Item Description Units Unit Desc Fee Amount
TOILETS/BIDETS 3 NUMBER OF $18.00
SINKS 5 NUMBER OF $30.00
SHOWERS 1 NUMBER OF $6.00
TUBS 2 NUMBER OF $12.00
DISH WASHERS 1 NUMBER OF $6.00
GARBAGE DISPOSAL 1 NUMBER OF $6.00
CLOTHES WASHER 1 NUMBER OF $6.00
FLOOR DRAINS 1 NUMBER OF $6.00
WATER USING DEVICES 3 NUMBER OF $18.00
Permit Total Fees: $108.00
Notes:
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $1,999.43 $1,999.43 $0.00 $1,999.43
Mechanical Permit $95.00 $95.00 $0.00 $95.00
Plumbing Permit $108.00 $108.00 $0.00 $108.00
$2,202.43 $2,202.43 $0.00 $2,202.43
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: K_C Printed By: K_C Print Date: 04/18/2005
BUILDING PERMIT APPLICATION WORKSHEET
CITY Or City of Spokane Valley Community Development Department
ne Building Division
I? c, ro 11707 E. Sprague Avenue, Suite 106
4 0.0 Mu� rE Spokane Valley, WA 99206
•A TC-: i (509) 688-0036, Fax: (509) 688-0037
D U4, DSNFORMATION -_ _ i
Street Address: ((D 3 ZD 4
Assessor's Tax Parcel Number(s):
Legal Description: 4-0T 6 B LK s 5-\\€A,/ 14, m 1-04‘ cjj .
PERMI DESCRIPTION: C.,Q,S 1 Den
Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Relocation El Tenant Improvement ❑ Fire Safety ❑ Other
I OWNER/APPLICANT INFORMATION I
0 Owner: ❑ Applicant:
Phone: Fax: Phone: Fax:
Address: Address:
[City State Zip Code City State Zip Code
Contractor: 1✓1-. i FF S cfIrn I-re & i ❑ Architect:
Phone: qq9-77 3 3 Fax: gni' 1- 3 f 9 I Phone: Fax:
Address: 1(0�tx) E. S 6c2e- A Address:
0-e/049-of-IL A/A- 449o37
City State Zip Code City State Zip Code
WA State Contractor License #: C.1-t�G 10'-(fZF Contact: 01--- Er-'
I PERMIT/BUILDING INFORMATION I
HEIGHT TO PEAK: Z(1 I DIMENSIONS: g� #OF ST��ORIES:
MAIN FLOOR TO SQ. FTG: 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG:
13gs' 55 134
FINISHED BASEMENTTS_SQ. FTG: GARAGE SQ.G: DECK/CciV. PATIO SQ. FTG:
OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOUR E:
#OF BEDROOMS: TOTAL HABITABLE1 SPACE: IMPERVIOUSSURFACE AREA:
COST OF PROJECT: 30%SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC
-4 SYSTEM? ,s-,at,
MECHANICAL PERMIT APPLICATION Community Development Department
Building Division
7 Phone:(509)688-0036;FAX:(509)686.0037
4/%1111
For Inspections, 11707 E. Sprague Avenue, Suite 106
Call(509)688-0054 Spokane Valley,WA 99206
Project Address: Permit Use:
Owner. Phone(Daytime Contact):
Mailing Address:
Gly Suss Zo Code,
�1
Contractor: 5-}-'r M hFea."t`i Aps License#: Phone#:
Mailing Address:
cry 5,,, La Coes
_
DESCRPTION OF WORK _ *OF MINTS X COST , = TOTAL AMOUNT
1 FUEL BURNING APPLIANCE Equal to of less Man 100,000 _ l X $12.00 =
2 FUEL BURNING APPLIANCE More than 100.000 X $15.00 =
3 UNLISTED APPLIANCE(Additional Fee) Equal lo of less than 400.000 X $50.00 =
4 UNLISTED APPLIANCE(AddFionel Fel) More Man 400,000 X $100.00 =
5 USED APPLIANCE(WSEC nin.AFUE rating) Equal to or less than 400.000 X $50.00 =
6 USED APPLIANCE(1NSEC min.AFUE rating) Mon•than 400,000 X $100.00 =
7 TION 1-100ISBTU j. X $12.00 =
8- TION 101-5001110111 X $20.00 =
9 BOILER/REFRIGERATION 501-1,000M BTU X $25.00 =
10 , BOILERIREFRIGE#3ATION 1.001-1,750M BTU X 135.00 = i
11 BOILERIREFRIGERATION More then 1.750M BTU X $6000 ._
12 GAS LOG,GAS INSERT,GAS FIREPLACE X $10.00 j.,
13 RANGE X $10.00 = ,
14 DRYER X j, $10.00 =
15 FUEL.BURNING WATER HEATER • I X $10.00 =
16 MISC.FUEL BURNING APPLIANCE X $10.00 =
17 GAS PIPING(each meet) 3 X $1.00 =
16- DUCT SYSTEMS X $10.00 =
19 VENTILATING FANS q X $10.00 =
20 AIR HANDLER(DOES NOT include dueling) Equal to or less than 10.000 CFM X i $12.00 _
21 AIR HANDLER(DOES NOT Include dut iD) Giesler than 10„000 CFM . X $15.00 = ,
22 EVAPORATIVE COOLERS X $10.00 = •
23 TYPE I HOOD I X $50.00 =
Z4 TYPE II 1400D X $10.00 =
25 FIEAT,PUIYPINR CONDITIONER 0-3 TON X $1200 =
26 AR CONDITIONER 3-15 TON X $20.00 = .
27 AIR CONDITIONER 1530 TON X 525.00 =
26 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 STOVE/INSERT X j $10.00 . =
32 WOOD STOVE-FREE STANDING X $2500 =
33 REPAIR&ADDITIONS • X $15.00 =
34 VENTILATION SYSTEMS X $12.00 =
35 VENTILATION MECHANICAL EXHAUST X $12A0 =
38 INCINERATOR- X $19.00 =
37 INCINERATOR-COMMERCIAL X $22.00 =
METHOD OF PAYMENT: SUBTOTAL
0 CASH C]CHECK 0 VISA 0 MC DATE PROCESSING FEE $35.00
CARD is EXPRES: TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
PLUMBING PERMIT APPUCATION Community Development Department
*Roe,
Building Division
Phone: (509)688-0036; FAX:(509)688-0037 11707 E. Sprague Avenue, Suite 106
.r/ikY For Inspections,Call(509)688-0054 Spokane Valley, WA 99206
Project Address: Permit Use:
Owner. Phone(Daytime Contact):
Mailing Address:
City State Zip Code
Contractor: 7---117\.rte S P-14441 is Inv 6 License#: Phone#:
Mailing Address:
City State Zip Code
DESCRIPTION OF WORK I OF UNITS X COST s TOTAL AMQUNT
1 TOILETS WATER CLOSET,BIDETS X $6.00 -
2 URINALS X 58.00 =
3 TUBS Z ' X $6.00 , =
4 SHOWERS(PER TRAP) BATH.STALL,ONSITE BUILT 1 .X $6.00 =
• LAVSIBASINS,BAR.FLOOR KITCHEN.
S SINKS LAUNDRY,UTILITY.JANITOR,PHOTO. X $6.00 =
X-RAY,FOOD,PREP/CULINARYMEAT �J
6 DISHWASHER 1 X $6.00 =
7 CLOTIESWASIER I , X $6.00 =
8 GARBAGE DISPOSAL I X $600 = --
9 WATER SOFTENER X $6.00 =
10 ELECTRIC HOTWATER TANK NOTE: IF GAS.SEE MECHANICAL , X , $6.00 =
11 FLOOR DRAINS AREA,CASE,COIL,TRENCH.CONDENSATE 1 X $6.00 =
ROOF DRAMSIOVERFLOW
12 DRAWS _X $8.00 - =
13 FOUNTAINS,DRINKING X $6.00 = ,
WATER WASTE, NSTALIATION,ALTERATION,REPM.
14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 =
15 SEWAGE EJECTOR GRINDER.SUMP PUMA X X . $6.00 =a#
ICE AWOR COFFEE MAKER,HOSE BIB.
16 WATER USING DEVICE STEALER 3 X $8.00 =
PROOFER„CARBONATOR,SIAM)COOLER
VACUUM BREAKER,CHECK VALVE,
17 CROSS CONNECTION DEVICE AND R.P.B.P.D.FOR: VATS.TANKSi8OILERS _ X $6.00 _ = —
GREASE TRAP,SAND TRAP.
18 INTERCEPTORS CHEMICAL.HOLDING TANK X $6.00 =
19 , MEDICAL GAS(per ouMeq NITROUS,OXYGEN X $6.00 =
MISCELLANEOUS PLUMBING
20 FIXTURE X $6.00 =
21 PRIVATE SEYWIGE DISPOSAL/SYS, X $20.00 =
INDUSTRIAL WASTE
22 INTERCEPTOR X $15.00 =
SUBTOTAL
METHOD OF PAYMENT:
PROCESSING FEE
0 CASH 0 CHECK 0 VISA 0 MASTERCARD $35.00
DATE EXPIRES: TOTAL PERMIT FEE DUE_
BANKCARD NUMBER:
AUTHORIZED SIGNATURE:
•
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ROAD MOM 3
cbi ie ra FRONT ;15FLANKING qu o 3LA
This site pian is being submitted for the purpose of
REVIEWED , obtaining a building permit and is a true and correct
- representation of the pro•.sal. All known property
lines/dimensions,cure f =•ructures and easements
have been J - tiff-• • . ind —ted are wetlands,
bodies of r, /•' I. s4iif other critical areas.
Signed: _ .Irl'' /�i..`:�r
Date: =MN
It
WALL CONSTRUCTION
FIG
R611.7(3)
MIDDLE OF SPAN,A.
NO.4 CONTINUOUS BARR61 7(4) NOT REQUIRING STIRRUPS
AS REQUIRED IN -611.7(5 SEE TABLE R611.7(2), R611.7(3),
SECTION R611.7.1 R611.7(4), R611.7(5), OR R611.7(8)
TOP OF WALL STORYR6iii(6) LINTEL REINFORCEMENT
-611.7(7 AS REQUIRED
1
D E
1 A I
z o LINTEL-
/
///� L.
/// // ////// /
///
- I
I L<2' (0.61 m) I 24" L >_ 2' (0.61 m) 24"
111 ;0.6m ;0.661;
1 � , ; 1
I ,
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-.(
Hi ■E
::; :.; NO.4 BAR LINTEL
II
REINFORCEMENT REQUIRED
NM IIIII1
NMI Mil
SEE TABLE R611.7(2), Mil ■�i
R611.7(3),R611.7(8), d Milli 141 NO.3 STIRRUP
R611.7(9)OR R611.7(10). D •�; NMI AS REQUIRED
11111111 NEI
NEI NMI
■M NMI
NM
um INSULATING FORM
■■i ■■1
••U NMI
NM M1
1.5 IN.MIN.
2.5 IN.MAX. HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED )
For SI: 1 inch=25.4 mm.
NOTE:Section cut through flat wall.
I 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 screen-grid walls over the length of the opening.When the
minimum thickness of 4 inches(102 mm)shall have a depth of concrete above the opening is less than 12 inches
minimum of one continuous No.4 horizontal reinforc- for flat or waffle-grid walls,lintels in accordance with Sec-
ing bar placed at 32 inches(812 mm)on center with one tion R611.7.3 shall be provided. Reinforcement around
bar within 12 inches (305 mm) of the top of the wall openings shall be provided in accordance with Table
story. Concrete walls 5.5 inches (140 mm) thick or R611.7(1)and Figure R611.7(2).All reinforcement placed
greater shall have a minimum of one continuous No.4 horizontally above or below an opening shall extend a mini-
horizontal reinforcing bar placed at 48 inches (1219 mum of 24 inches(610 mm)beyond the limits of the open-
mm) on center with one bar located with in 12 inches ing. Wall opening reinforcement shall be provided in
(305 mm)of the top of the wall story. addition to the reinforcement required by Sections R611.3,
For townhouses in Seismic Design Category C, the R611.4, R611.5 and R611.7.1. The perimeter of all wall
minimum horizontal reinforcement shall be one No. 5 openings shall be framed with a minimum 2-inch by 4-inch
at 24 inches(610 m)on center or one No.4 at 16 inches plate,anchored to the wall with'/2 inch(12.7 mm)diameter
(407 mm)on center.For all buildings in Seismic Design anchor bolts spaced a maximum of 24 inches(610 mm)on
Categories Dand D , the minimum horizontal rein- center.The bolts shall be embedded into the concrete a mini-
,forcment shall be one No.5 at 18 inches(457 mm)on mum of 4 inches(102 mm)and have a minimum of 1'/2(38
center or one No.4 at 12 inches(305 mm)on center. mm)inches of concrete cover to the face of the wall.
Horizontal reinforcement shall be continuous around Exception: The 2-inch by 4-inch plate is not required
building corners using corner bars or by bending the where the wall is formed to provide solid concrete
bars.In either case,the minimum lap splice shall be 24 around the perimeter of the opening with a minimum
inches (610 mm). For townhouses in Seismic Design depth of 4 inches(102 mm)for the full thickness of the
Category C and for all buildings in Seismic Design Cat- wall.
egories D,and D2,each end of all horizontal reinforce- R611.7.3 Lintels.
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices.Where lap splicing of vertical R611.7.3.1 General requirements. Lintels shall be
or horizontal reinforcing steel is necessary, the lap provided over all openings greater than or equal to 2 feet
splice shall be in accordance with Figure R611.7.1.4 (610 mm) in width. Lintels for flat ICF walls shall be
and a minimum of 40db,where db is the diameter of the constructed in accordance with Figure R611.7(3) and
smaller bar. The maximum distance between Table R611.7(2) or R611.7(3). Lintels for waffle-grid
noncontact parallel bars at a lap splice shall not exceed ICF walls shall be constructed in accordance with Fig-
8db. 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
R611.7.1.5 Standard hook.Where the free end of a re- constructed in accordance with Figure R611.7(6) or
inforcing bar is required to have a standard hook, the - Figure R611.7(7). Lintel construction in accordance
hook shall be a 180-degree bend plus 4db extension but with Figure R611.7(3) shall be permitted to be used
not less than 2'/2 inches,or a 90-degree bend plus 12db with waffle-grid and screen-grid ICF wall construction.
extension. Lintel depths are permitted to be increased by the height
R611.7.2 Wall openings.Wall openings shall have a mini- of the ICF wall located directly above the opening,pro-
mum of 8 inches(203 mm)of depth of concrete for flat and vided that the lintel depth spans the entire length of the
waffle-grid ICF walls and 12 inches (305 mm) for opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND MINIMUM HORIZONTAL MINIMUM VERTICAL
OPENING WIDTH(L)(feet) OPENING REINFORCEMENT 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
bar for the full height of the wall story within 12 inches(305 mm)of
Provide lintels in accordance with Section R611.7.3.
each side of the opening.
Flat,Waffle-,and Provide one No.4 bar within 12 inches(305 mm)from the
Screen-Grid: bottom of the opening.Top and bottom lintel In locations with wind speeds greater than 110 mph(177 km/hr),
L>_2(0.61) reinforcement shall extend a minimum of 24 inches(610 townhouses in Seismic Design Category C,or all buildings in
mm)beyond the limits of the opening. Seismic Design Categories D,and D2,provide two No.4 bars or one
No.5 bar for the full height of the wall story within 12 inches(305
mm)of each side of the opening.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609 km/h.
NOTE:This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva-
lent rectangular cross section.This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
172 2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
•
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSe,b,c,d,t
NO.5 BOTTOM BAR SIZE
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
MINIMUM LINTEL Ground Snow Load
THICKNESS,T LINTEL DEPTH,D
(inches) (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)
12 7-2 6-3 5-11 5-5 5-5 5-0
(1-11) (1-3) (1-1) (0-10) (0-10) (0-8)
3.5 16 9-6 8-0 7-4 6-6 6-7
(2-9) (1-9) (1-6) (1-2) (1-2) m° ��
11-1 9-17 -s„
20 (35) (2-3) . �� ;° '1Zs a : ''
24 ' �,1. ,
7. W €: 6 bar
8 5-6 4-10 4-7 4-2 4-2 3-10
(1-10) (1-2) (1-0) (0-9) (0-10) (0-8)
12 8-3 6-9 6-3 5-6 5-7 5-0
(3-0) (2-0) (1-9) (1-4) (1-4) _(1-1)
5.5 16 9-9 8-0 7-5"- 6-6 6-7 6-0
(4-1) (2-9) i (2`5) (1-10) (1-11) _ (1-7)
20 I 10-11 , 9-0 j 8-4 j 7-5 I. 7-6 6-9
(5-3) (3-6) I (3-1) (2-4) (2-5) (2-0)
24 12-0 1 9-11 9-3 �8-2 1 8-3 6
(6-3) --(4-3)4_ (3-8) (2-11) (3-0) (2-5)
8 — )
6-1 5-2 4-9 4-3 4-
3-10 1
(2-6) 1-8) (1-5) (11) n-1) (o-II)
12 8-2 6_9
.,�- 6-3 5-6 7 5-0
(4-0) (2-8) (2-4) (1-10) (1 :0) (1-6)
9-7 -
7-1I 7-4 66 6-7 6-0
7.5 16
(5-5) (3-8) (3-3) (2-6) (2-7) ("_2)
10-10 8-11 8-4 7-4 7-0 6-9
20 (6-10) (4-8) (4-2) (3-3) (3-4— s (2-9)
41- 0 ;; 9- 0, 9-2 S-1 8-3 7-5
24 -i-I. ..z '.4': `,' .'�.¢=, ti-1) (3-11) (4-1) (3-4)
8 6-4 5-2 4-10 4-3 1 4-4 3-H
(3-1) (2-1) (1-9) (1-5) (1-5) (1-2)
N-'� . 6-8 6-2 5-6 i 5-7 5-0
12
(5-0) (3-4) (3-0) (2-4) (2-5) (1-I1y
9.5 16 9-6 7-11 a 6-6 6 5-11
(6-9) (4-7) (4-2) (3-3) (3-4) (2-8)
re
20 10-8 8-10 } 8-3 7-4 -5 6-9
(8-4) (5-10) (5-4) (4-2) (4-3) (3-6)
24 I1-7 ; 9-9 9-0 8-1 8-2 -r-5
,(10-0)x �'., (6-,,11) ,, ,(6-5),. . (5-0) , 1 (5-2) I (4-3) ,.1
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square inch=6.895 kN/m',1 pound per square foot=0.0479 kN/m'.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi,reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent
rectangular cross section.When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criterion: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®