2007, 01-29 Permit App: 07000384 Residence• ►okane
Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)68$,003.6 FAX: :(509 $5 --003
wv :sjidkaiievallev'.oro.corn
JAN 3 t! 2007
Residential Construction
Permit Application Li) In
!:!2 > fc �7 <6-s
PERMIT NUMBER:
PERMIT FEE:
ew Construction ❑ Accessory Bldg
D ddition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS 1 �f qo l f_ ,4l r, L,n
ASSESSORS PARCEL NO: �� / EGAL DESCRIPTION: L. Z j3 j iC t IJ;r>J, yam; /lei,...)
u]
><n;
Name: (7;`�aw,pn( )Z ,L to ,25t,
Address:
City:
Zip:
Phone:
Fax:
ontact
'ers
Name: pau( Cr c
Phone: 2.: •r— 4/WI
Describe the scope of work in detail:
ac
Name: u ✓n�
Address: Z60Z A!, SK / I/ V:4 p'(
City: Spo/'c 6/i f'' Zip: 7�i Zl (rte
Phone: c) q.. "76y Fax: q Z4;--7fo?
Lic No: Exp. Date:
City Business Lic No:
Cost of Project:
$ 65,000
* * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable) * * * * * * * * * * * * * * * * **
HEIGHT TO PEAK:
Zy,ZS'
DIMENSIONS:
3&'XGIZ
# OF STORIES: •
TOTAL HABITABLE SPACE:
t Z- /S7.
MAIN FLOOR TO SQ.
FTG: Y d
2"" FLOOR SQ. FTG:
9 36.
UNFIN BASEMENT SQ. FTG:
, �� -
IMPERVIOUS SURFACE
AREA: /,�! /�
FINISHED BASEMENT
SQ. FTG:
GARAGE Q.. TG: -
J ��
DECK/COV. PATIO SQ. FTG:
/ o�' eK
30% SLOPES ON /
PROPERTY:
# OF BEDROOMS: -3
nicri AIRACD
CONSTRUCTION TYPE:
,U.. i J
HEAT SOURCE:
11kt-fv% a 1 &c.r 5 F,rr✓tc, q
SEWER OR SEPTIC?
5 i3t„� /
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
Spokar.c Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature G ,uiC..e4
Date /129k
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN #:
Authorized Signature:
REVISED 8/25/2005
❑ Other
Permit Center
a one 1 1707E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688 -0036 FAX: (509)688 -0037
Val lei'
Community Development www,spokanevailey.ore.com
Mechanical Permit Application
❑ Commercial
SITE ADDRESS / i Ct / [ 41 /L;
PERMIT ■UMBER:
PERMIT FEE:
❑ Residential
Buildinn owner
Name: 7i61141 Yt Li %OC (
Phone: Fax
Address:
__
City State
Zip
Contractor
Name: Pi- C'1✓NC" --lkd C /C CO ✓AS's%
Phone: 9Zv_ x`16:4 Fax: 9 26; ._
AY? Y
Address: 7052_ Z /V, S U 1 (I rV Jt zd ,
Citysp YUj Vj KState (/A Zip 9,7z/ e'
License No:
City Business License No:
Contact
Name: t'r.i 1 C f-ct co
Phone: C c'
1 FUEL BURNING APPLIANCE
Equal to or less than 100,000
4 OF UNITS
X
COST
X
$12.00
= TOTAL AMOUNT
/2
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
$100.00
5 USED APPLIANCE (WSEC min. AFUE rating)
Equal to or less than 400,000
X
$50.00
6 USED APPLIANCE (WSEC min. AFUE rating)
More than 400,000
X
$100.00
7 BOILER/REFRIGERATION
1 - 100M BTU
X
$12.00
8 BOILER/REFRIGERATION
101 - 500M BTU
X
$20.00
9 BOILER/REFRIGERATION
501 - 1,000M BTU
X
$25.00
10 BOILER/REFRIGERATION
1,001 - 1,750M BTU
X
$35.00
11 BOILER/REFRIGERATION
More than 1,750M BTU
X
$60.00
12
GAS LOG, GAS INSERT, GAS FIREPLACE
X
$10.00
13
RANGE
X
$10.00
14
DRYER
1
X
810.00
%U
15
FUEL BURNING WATER HEATER
x
$10.00
'0
16
MISC. FUEL BURNING APPLIANCE
X
$10.00
17
GAS PIPING (each outlet)
2
X
$1.00
18
DUCT SYSTEMS
X
$10.00
/0
19
VENTILATING FANS
'3
X
$10.00
20
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
X
$12.00
21
AIR HANDLER (DOES NOT include ducting)
Greater than 10,000 CFM
X
$15.00
22
EVAPORATIVE COOLERS
X
$10.00
23
TYPE IHOOD
X
$50.00
24
TYPE II HOOD
X
$10.00
25
HEAT PUMP /AIR CONDITIONER
0 -3 TON
X
$12.00
/U
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 STOVE /INSERT
X
$10.00
32
WOOD STOVE - FREE STANDING
X
$25.00
33 REPAIR & ADDITIONS
X
$15.00
34 VENTILATION SYSTEMS
X
$12.00
35 VENTILATION MECHANICAL EXHAUST
X
$12.00
36 INCINERATOR - RESIDENCE
X
$19.00
37 INCINERATOR - COMMERCIAL
X
$22.00
METHOD OF PAYMENT:
DCASH ❑ CHECK ❑ VISA ❑ MC
CARD 4:
AUTHORIZED SIGNATURE:
DATE:
EXPIRES:
SUBTOTAL
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
REVISED 8/26/05
Permit Center
• Niokane., 11707 E Sprague Ave, Suite 106
Valley Spokane Valley, WA 99206
(509)688 -0036 FAX: (509)688 -0037
Community Development w-ww,_spokanevalley.ora.com
Plumbing Permit Application ❑ Commercial ❑ Residential
PERMIT NUMBER:
SITE ADDRESS ! `I ` C' L(
Buildin owner y
Name: L
Address:
Contractor
PERMIT FEE:
Name: D ∎Ci A tZCL ( 5-
Address: 2-60 ? aul
License No
Phone:
Fax
City Business License No
Contact��
Name: F2:u
Phone: 7 /' -- v z'-7
AUTHORIZED SIGNATURE:
REVISED 8/26/05
DESCRIPTION OF WORK
# OF UNITS
X
COST
=
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
3
X
$6.00
=
/8
2
3
URINALS
Z
X
$6.00
=
TUBS
4
SHOWERS (PER TRAP)
BATH, STALL, ON -SITE BUILT
X
X
$6.00
$6.00
=
/
5
SINKS
LAVS /BASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X -RAY, FOOD, PREP /CULINARY MEAT
X
$6.00
=
`-1 2
6
DISHWASHER
X
$6.00
=
`-
7
CLOTHES WASHER
1
!
X
$6.00
=
8
GARBAGE DISPOSAL
X
$6.00
=
9
WATER SOFTENER
X
$6.00
=
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS, SEE MECHANICAL
X
$6.00
=
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH, CONDENSATE
X
$6.00
=
12
ROOF DRAINS /OVERFLOW
DRAINS
X
$6.00
=
13
FOUNTAINS, DRINKING
X
$6.00
=
14
WATER PIPING /DRAIN -IN WASTE,
VENT, PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
X
$6.00
=
15
SEWAGE EJECTOR
GRINDER, SUMP PUMP
16
WATER USING DEVICE
ICE AN /OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP COOLER
X
X
$6.00
=
/ j
C
$6.00
=
17
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS
X
$6.00
=
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
CHEMICAL HOLDING TANK
X
$6.00
=
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN
X
$6.00
=
20
MISCELLANEOUS PLUMBING
FIXTURE
X
$6.00
21
PRIVATE SEWAGE DISPOSAL/SYS
X
$20.00
=
22
INDUSTRIAL WASTE
INTERCEPTOR
X
$15.00
=
METHOD OF PAYMENT:
SUBTOTAL
9G
❑ CASH ❑ CHECK ❑ VISA ❑ MASTERCARD
PROCESSING FEE
$35.00
DATE: EXPIRES:
TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
Project Number: 07000384 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/8/2007 Page 1 of 3
Project Information:
Permit Use: SFR W /ATT GAR
Setbacks: Front 25 Left: 5 Right: 30 Rear: 43
Site Information:
Plat Key:
Name: Range
Contact: DIAMOND ROCK CONSTRUCTION
Address: 2602 N SULLIVAN
C - S - Z: SPOKANE VALLEY, WA 99216
Phone: (509) 924 -8964
Group Name:
Project Name:
PA NM
District: East
Parcel Number: 45144.0522
SiteAddress: 14904 E ALKI LN
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 0 Sq Ft
Block:
Urban Residential 3.5
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN
SPOKANE VALLEY, WA 99216
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By:
Originally Released:
Landuse /Zoning/HE Conditions
2/8/2007 By: TMELBOU
Released By, ' WrfflrkreAglrkg4
Sewer Review
Permits:
Released By:
Operator: JD Printed By: JD Print Date: 2/8/2007
Project Number: 07000384 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/8/2007 Page 2 of 3
Building Permit
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509) 924 -8964
SPOKANE VALLEY WA 99216
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1 &2 FAMILY R -3 VB 640 $58,470.40 640 $58,470.40
2ND FLOOR R -3 VB 936 $69,900.48 936 $69,900.48
BASEMENT U R -3 VB 640 $9,600.00 640 $9,600.00
DECK OPEN R -3 VB 100 $1,500.00 100 $1,500.00
GARAGE U -1 VB 423 $8,037.00 423 $8,037.00
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals: 2,739 $147,507.88 2,739 $147,507.88
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Mechanical Permit
Fee Amount
$1,262.55
$4.50
$505.02
$1,772.07
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509) 924 -8964
SPOKANE VALLEY WA 99216
Item Description
DUCT SYSTEMS
GAS WATER HEATER
GAS APPLIANCE <= 100,000BTU
GAS PIPING
VENTILATING FANS
CLOTHES DRYER
HOOD -TYPE II
Units Unit Desc
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
2 # OF UNITS
3 NUMBER OF
1 NUMBER OF
1 NUMBER OF
Operator: JD Printed By: JD
Fee Amount
$10.00
$10.00
$12.00
$2.00
$30.00
$10.00
$10.00
Permit Total Fees: $84.00
Print Date: 2/8/2007
Project Number: 07000384 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 2/8/2007 Page 3 of 3
Plumbing Permit
Contractor: DIAMOND ROCK Firm: DIAMOND ROCK CONSTRUCTIO
Address: 2602 N SULLIVAN Phone: (509) 924 -8964
SPOKANE VALLEY WA 99216
Item Description
TOILETSBIDETS
SINKS
TUBS
DISH WASHERS
CLOTHES WASHER
MISCELLANEOUS FIXTURES
Notes:
Units Unit Desc
3 NUMBER OF
7 NUMBER OF
2 NUMBER OF
1 NUMBER OF
1 NUMBER OF
2 NUMBER OF
Permit Total Fees:
Fee Amount
$18.00
$42.00
$12.00
$6.00
$6.00
$12.00
$96.00
NW corner of Progress and Sprague (parent Parcel No. 45144.2145) IS NOT ALLOWED ANY
individual freestanding or monument signs for Tract A -E of BSP- 03 -04. See project No. 05- 001343 for
multi - business complex sign. (4- 26 -05) KK
Payment Summary- �� ���„� .W..
Permit Type
Building Permit
Mechanical Permit
Plumbing Permit
Fee Amount
$1,772.07
$84.00
$96.00
Invoice Amount
$1,772.07
$84.00
$96.00
Amount Paid
$0.00
$0.00
$0.00
Amount Owing
$1,772.07
$84.00
$96.00
$1,952.07 $1,952.07 $0.00 $1,952.07
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: JD Printed By: JD
Print Date: 2/8/2007
S<okie 144"L 5
\ kll /.3
to+ 2 'a i k i
Iy&loy L:
PLANNING
BY
DATE: le:/(7--i
PT. APPROVED
Ln
WSEC TABLE 6 -2
PRESCRIPTIVE REQUIREMENTS °" FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Option
Glazing
Area'0:
% of floor
Glazing U- Factor
Door9
U-
Factor
Ceiling2
Ce ling3
Wa1112
Above
Grade
Wall?
int4
Below
Grade
Wall?
ext4
Below
Grade
Floors
Slabe
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
II.
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 -21
R -12
R -30
R -10
R -58
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
int7 /
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
int7
R -21
R -12
R -30
R -10
Occupancy
Only
VI.
Unlimited
0.32
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
* 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
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FOUNDATIONS
R404.1.1 Masonry foundation walls. Concrete masonry
and clay masonry foundation walls shall be constructed as
set forth in Tables R404.I.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 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
MAXIMUM WALL
HEIGHT
(feet)
comply with the provisions of this section and the applicable
provisions of Section R402.2. 1: Seis Design Categores
D, and D2, 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
PLAIN CONCRETE MINIM
MAXIMUM
UNBALANCED
BACKFILL HEIGHT`
(feet)
UM NOmiNAL WALL I
THICKNESS (inches)
PLAIN MASONRY° MINIMUM NOMINAL WALL
THICKNESS (inches)
Soil classesb
5
4
5
6
4
5
6
7
4
5
6
7
8
4
5
6
7
8
9
4
5
6
7
8
9
GW, GP, SW
and SP
6
6
6
6
6
6
6
6
8
6
6
8g
8
10
6
6
8
8
10
1f1
GM, GC, SM,
SM -SC and ML
6
6
6
6
8g
6
6
8
8
6
6
8
10
10
6
8g
8
10
10
12 1 rootnote 1
For SI: 1 inch = 25.4 mm, 1 foot = 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(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.
SC, MH, ML -CL
and inorganic CL
6
6
6
6
8g
6
8g
8
10
6
8
10
10
12
6
8
10
10
12
GW, GP, SW
and SP
6 solids or 8
6 solid° or 8
6 solid° or 8
6 solid° or 8
8
6 solidd or 8
6 solidd or 8
10
12
6 solidd or 8
6 solidd or 8
10
12
10 solidd
6 solid° or 8
8
10
12
12 solidd
GM, GC, SM,
SM -SC and ML
6 solidd or 8
8
6 solidd or 8
8
10
SC, MH, ML -CL ar
inorganic CL
6 solidd or 8
10
6 solid° or 8
10
12
8 8
10 10
12 10 solidd
10 solidd 12 solidd
6 solid° or 8
10
12
12 solidd
12 solid°
6 solidd or 8
10
12
12 solidd
Footnote e
d
8
12
12 solidd
Footnote e
Footnote e
8
12
12 solid°
Footnote e
Footnote e
I Footnote e I Footnote e I Footnote e
72
2003 INTERNATIONAL RESIDENTIAL CODE®
FOUNDATIONS
TABLE R404.1.1(2)
REINFORCED CONCRETE AND MASONRY° FOUNDATION WALLS
MAXIMUM WALL
HEIGHT
MAXIMUM UNBALANCED
BACKFILL HEIGHT`
(feet)
MAXIMUM UNBALANCED
BACKFILL HEIGHT`
(feet)
(feet)
6
5
6
7
4
5
6
7
8
5
6
7
8
9
5
6
7
8
9
8
5
6
7
8
MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING°` FOR
8 -INCH NOMINAL WALL THICKNESS
Soil classesd
GW, GP, SW and SP soils
GM, GC, SM, SM -SC and ML soils
SC, MH, ML -CL and inorganic CL soils
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 40" o.c.
#4 at 48" o.c.
#5 at 48" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
#4 at 40" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
#5 at 48" o.c.
#5 at 40" o.c.
#4 at 48 " o.c.
#4 at 40" o.c.
#5 at 40" o.c.
#6 at 48" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
#5 at 48" o.c.
#5 at 40" o.c.
#4 at 48" o.c.
#5 at 48" o.c.
#6 at 48" o.c.
#6 at 40" o.c.
#4 at 40" o.c.
#5 at 40" o.c.
#6 at 40" o.c.
#6 at 24" o.c.
#4 at 48" o.c.
#4 at 48" o.c.
#5 at 48" o.c.
#5 at 40" o.c.
#6 at 40" o.c.
#4 at 48" o.c.
#5 at 48" o.c.
#6 at 48" o.c.
#6 at 32" o.c.
#6 at 24" o.c.
#5 at 48" o.c.
#6 at 48" o.c.
#6 at 32" o.c.
#6 at 24" o.c.
#6 at 16 " 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 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
MAXIMUM WALL
HEIGHT
MAXIMUM UNBALANCED
BACKFILL HEIGHT`
(feet)
VERTICAL REINFORCEMENT SIZE AND SPACING°' FOR
12 -INCH NOMINAL WALL THICKNESS
Soil classesd
GW, GP, SW and SP soils
GM, GC, SM, SM -SC and ML soils
SC, MH, ML -CL and inorganic CL soils
(feet)
7
4
5
6
7
#4 at 72 " o.c.
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 72 " o.c.
. #4 at 72" o.c.
#4 at 64" o.c.
#4 at 48" o.c.
#4 at 72 " o.c.
#4 at 72" o.c.
#4 at 48" o.c.
#5 at 56" o.c.
8
5
6
7
8
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 64" o.c.
#4 at 48" o.c.
#4 at 72" o.c.
#4 at 56" o.c.
#5 at 64" o.c.
#4 at 32" o.c.
#4 at 72" o.c.
#5 at 72" o.c.
#4 at 32" o.c.
#5 at 40 " o.c.
9
5
6
7
8
9
#4 at 72" o.c.
#4 at 72" o.c.
#4 at 56" o.c.
#4 at 64" o.c.
#5 at 56" o.c.
#4 at 72" o.c.
#4 at 56" o.c.
#4 at 40" o.c.
#6 at 64" o.c.
#7 at 72" o.c.
#4 at 72" o.c.
#5 at 64" o.c.
#6 at 64 " o.c.
#6 at 48" 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
Reinforcement for openings in plain concrete
2) #5 rebar
o extend 24 —
.nches beyond
opening.
(2) #5 re
beyond op
do not re
ar to extend
ning. Doorway:
uire rebar in
in bottom of opening.
1909.6.3 Openings in walls. Not less than two No. 5 bars shall be provided around
window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond
the corners of openings.
* All openings for windows and doors in structural plain concrete walls must be
bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of
the wall, the bars must be placed on all four sides of the opening. For openings
extending to the bottom of the wall, the bars are only necessary along the sides and
top. To provide continuity at the corners of the openings, the bars must extend 24
inches (610 mm) past the corners. These extensions should occur at all four corners
of an opening not extending to the bottom of the wall, and at the two top corners for
other openings.
WALL CONSTRUCTION
NO. 4 CONTINUOUS BAR
AS REQUIRED IN
SECTION R611.7.1
TOP OF WALL STORY
L <2'(0.61m
E
Z O
24"
0.6 m
MIDDLE OF SPAN, A.
NOT REQUIRING STIRRUPS
SEE TABLE R611.7(2), R611.7(3),
R611.7(4), R611.7(5), OR R611.7(8)
LINTEL REINFORCEMENT
I\ AS REQUIRED
i-
1 -
>_ 2' (0.61 m) 244""
m;
WALL REINFORCEMENT
AS REQUIRED
SEE TABLE R611.7(2),
R611.7(3), R611.7(8),
R611.7(9) OR R611.7(10).
For SI: 1 inch = 25.4 mm.
NOTE: Section cut through flat wall.
OPEN REINFORCEMENT
AS REQUIRED PER
TABLE R611.7(1)
FIGURE R611.7(2)
REINFORCEMENT OF OPENINGS
1.5 IN. MIN. _
2.5 IN. MAX
14-T�
■ ■1
NEE
MEE
■■1
■ ■1
■ ■1
■ ■1
■ ■1
■ ■I
■ ■1
■ ■1
■ ■I
■ ■I
MEI
EMI
•iI
■I
NM
■ ■I
■ ■I
■ ■1
■ ■I
■ ■I
■I:
■ ■I
■ ■1
■ ■1
■ ■1
■ ■1
1.5 IN. MIN.
2.5 IN. MAX.
NO. 4 BAR LINTEL
REINFORCEMENT REQUIRED
MINIMUM NO. 3 STIRRUP
AS REQUIRED
INSULATING FORM
HORIZONTAL LINTEL
REINFORCEMENT AS REQUIRED
FIGURE R611.7(3)
ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS
186 2003 INTERNATIONAL RESIDENTIAL CODE®
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 D1 and D2, the minimum horizontal rein-
forcement shall be one No. 5 at 18 inches (457 mm) on
center or one No. 4 at 12 inches (305 mm) on center.
Horizontal reinforcement shall be continuous around
building corners using corner bars or by bending the
bars. In either case, the minimum lap splice shall be 24
inches (610 mm). For townhouses in Seismic Design
Category C and for all buildings in Seismic Design Cat-
egories D1 and D2, each end of all horizontal reinforce-
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices. Where lap splicing of vertical
or horizontal reinforcing steel is necessary, the lap
splice shall be in accordance with Figure R611.7.1.4
and a minimum of 40db, where db is the diameter of the
smaller bar. The maximum distance between
noncontact parallel bars at a lap splice shall not exceed
8db.
R611.7.1.5 Standard hook. Where the free end of a re-
inforcing bar is required to have a standard hook, the
hook shall be a 180 - degree bend plus 4db extension but
not less than 2'/2 inches, or a 90- degree bend plus 12db
extension.
R611.7.2 Wall openings. Wall openings shall have a mini-
mum of 8 inches (203 mm) of depth of concrete for flat and
waffle -grid ICF walls and 12 inches (305 mm) for
screen -grid walls over the length of the opening. When the
depth of concrete above the opening is less than 12 inches
for flat or waffle -grid walls, lintels in accordance with Sec-
tion R611.7.3 shall be provided. Reinforcement around
openings shall be provided in accordance with Table
R611.7(1) and Figure R611.7(2). All reinforcement placed
horizontally above or below an opening shall extend a mini-
mum of 24 inches (610 mm) beyond the limits of the open-
ing. Wall opening reinforcement shall be provided in
addition to the reinforcement required by Sections R611.3,
R611.4, R611.5 and 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 1' /2 (38
mm) inches of concrete cover to the face of the wall.
Exception: The 2 -inch by 4 -inch plate is not required
where the wall is formed to provide solid concrete
around the perimeter of the opening with a minimum
depth of 4 inches (102 mm) for the full thickness of the
wall.
R611.7.3 Lintels.
R611.7.3.1 General requirements. Lintels shall be
provided over all openings greater than or equal to 2 feet
(610 mm) in width. Lintels for flat ICF walls shall be
constructed in accordance with Figure R611.7(3) and
Table R611.7(2) or R611.7(3). Lintels for waffle -grid
ICF walls shall be constructed in accordance with Fig-
ure R611.7(4) or Figure R611.7(5) and Table R611.7(4)
or R611.7(5). Lintels for screen -grid ICF walls shall be
constructed in accordance with Figure R611.7(6) or
Figure R611.7(7). Lintel construction in accordance
with Figure R611.7(3) shall be permitted to be used
with waffle -grid and screen -grid ICF wall construction.
Lintel depths are permitted to be increased by the height
of the ICF wall located directly above the opening, pro-
vided that the lintel depth spans the entire length of the
opening.
TABLE R611.7(1)
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND
OPENING WIDTH (L) (feet)
MINIMUM HORIZONTAL
OPENING REINFORCEMENT
MINIMUM VERTICAL
OPENING REINFORCEMENT
Flat, Waffle -, and
Screen -Grid:
L <2(0.61)
None required
None required
Flat, Waffle -, and
Screen -Grid:
L ? 2 (0.61)
Provide lintels in accordance with Section R611.7.3.
Provide one No. 4 bar within 12 inches (305 mm) from the
bottom of the opening. Top and bottom lintel
reinforcement shall extend a minimum of 24 inches (610
mm) beyond the limits of the opening.
In locations with wind speeds less than or equal to 110 mph (177
km/hr) or in Seismic Design Categories A and B, provide one No. 4
bar for the full height of the wall story within 12 inches (305 mm) of
each side of the opening.
In locations with wind speeds greater than 110 mph (177 kmlhr),
townhouses in Seismic Design Category C, or all buildings in
Seismic Design Categories D, and D2, provide two No. 4 bars or one
No. 5 bar for the full height of the wall story within 12 inches (305
mm) of each side of the opening.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h.
NOTE: This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva-
lent rectangular cross section. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
172
2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION k
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD- BEARING WALLS8,b,`,a,t
NO. 4 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS, T
(inches)
LINTEL DEPTH, D
(inches)
MAXIMUM CLEAR SPAN, (feet- inches)
(Number is Middle of Span, A)e
Supporting Roof Only
Supporting Light Framed
2nd Story and Roof
Supporting ICF Second Story
and Roof
Ground Snow Load
30 psf
70 psf
30 psf
70 psf
30 psf
70 psf
3.5
8
4-9
(1 -2)
4 -2
(0 -9)
3 -10
(0 -8)
3 -4
(0 -6)
3 -5
(0 -6)
3 -1
(0 -5)
12
6-8
(1 -11)
5 -5
(1 -3)
5-0
(1 -1)
4 -5
(0 -10)
4 -6
(0 -10)
4 -0
(0 -8)
16
7-11
(2 -9)
6 -5
(1 -9)
6 -0
1 (1 -6)
5 -3 5 -4
(1 -2) (1 -2)
4-10
(1 -0)
20
8 -11
(3 -5)
7 -4
(2 -3)
6 -9
(1-11)
6 -0
(1 -6)
6 -1
(1 -7)
5 -6
(1 -3)
24
9 -10
(4-1)
8 -1
(2 -9)
7 -6
(2-4)
6 -7 6 -9
(1 -10) (1-11)
6 -1
(1 -6)
5.5
8
5 -2
(1 -10)
4 -2
(1 -2)
3 -10
(1 -0)
3 -5 3 -5
(0 -9) (0 -10)
3 -1
(0 -8)
12
6-8
(3 -0)
5 -5
(2 -0)
5 -0
(1 -9)
4 -5
(1-4)
4 -6
(1-4)
4 -1
(1 -1)
16
7 -10
(4 -1)
6-5
(2 -9)
6 -0
(2 -5)
5-3
(1 -10)
5 -4
(1 -11)
4 -10
(1 -7)
20
8-10
(5 -3)
7 -3
(3 -6)
6 -9
(3 -1)
6 -0
(2 -4)
6 -1
(2 -5)
5 -6
(2 -0)
24
9 -8
(6 -3)
8 -0
(4 -3)
7 -5
(3 -8)
6 -7
(2 -11)
6-8
(3 -0)
6 -0
(2 -5)
7.5
8
5 -2
(2 -6)
4-2
(1 -8)
3 -11
(1 -5)
3 -5
(1 -1)
3 -6
(1 -1)
3 -2
(0 -11)
12
6 -7
(4 -0)
5 -5
(2 -8)
5 -0
(2-4)
4 -5
(1 -10)
4 -6
(1-10)
4 -1
(1 -6)
16
7 -9
(5 -51
6 -5
(3-8)
5-11
(3 -3)
5 -3
(2 -6)
5 -4
(2-7)
4 -10
(2 -2)
20
8-8
(6-10)
7 -2
(4 -8)
6 -8
(4-2)
5-11
(3-3)
6 -0
(3 -4)
5 -5
(2 -9)
24
9 -6
(8 -2)
7 -11
(5 -8)
7 -4
(5-1)
6 -6
(3 -11)
6 -7
(4 -1)
6 -0
(3 -4)
9.5
8
5-2
(3 -1)
4-2
(2 -1)
3-11
(1 -9)
3-5 3 -6
(1 -5) (1 -5)
3 -2
(1 -2)
12
6-7
(5-0)
5 -5
(3-4)
5 -0
(3-0 )
4 -5 4 -6 4 -1
(2-4) (2 -5) (1 -11)
16
7-8
(6-9)
6-4
(4-7)
5 -11
(4-2)
5 -3 5 -4 4 -10
(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 = 0.0479 kN /m2.
a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an
assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall
be increased by 1.2 times the table values.
b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318.
c. Deflection criteria: L/240.
d. Design load assumptions:
Floor dead load is 10 psf Attic live load is 20 psf
Floor live load is 30 psf Roof dead load is 15 psf
Building width is 32 feet ICF wall dead load is 69 psf
Light - framed wall dead load is 10 psf
e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure
R611.7(2) and Section R611.7.3.2.
f. Interpolation is permitted between ground snow Loads and between lintel depths.
2003 INTERNATIONAL RESIDENTIAL CODE®
173
WALL CONSTRUCTION
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD - BEARING WALLSe,n,",t
NO. 5 BOTTOM BAR SIZE
MINIMUM LINTEL
THICKNESS, T
(inches)
LINTEL DEPTH, D
(inches)
MAXIMUM CLEAR SPAN, (feet- inches) (Number is Middle of Span, A)e
Supporting Roof
Supporting Light Framed 2nd Story
and Roof
Supporting ICF Second Story and
Roof
Ground Snow Load
30 psf
70 psf
30 psf
70 psf
30 psf
70 psf
3.5
8
4-9
(1 -2)
4 -2
(0 -9)
3 -11
(0 -8)
3 -7
(0 -6)
3 -7
(0 -6)
3 -5
(0 -5)
12
7 -2
(1 -11)
6 -3
(1 -3)
5 -11
(1 -1)
5 -5
(0 -10)
5 -5
(0 -10)
5 -0
(0 -8)
16
9 -6
(2 -9)
8 -0
(1 -9)
7 -4
(1 -6)
6 -6
(1 -2)
6 -7
(1 -2)
5 -11
(1 -0)
20
11 -1
(3 -5)
9 -1
(2 -3)
8-4
(1 -11)
7-5
(1 -6)
7 -6
(1 -7)
6 -9
(1-3)
24
wx.
12 --
(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 -7)
20
I0 -11
(5 -3)
9 -0
(3 -6)
8 -4
(3 -1)
7 -5
(2 -4)
7 -6
(2 -5)
6 -9
(2-0)
24
12 -0
(6-3)
9 -11
(4 -3)
9 -3
(3 -8)
8 -2
(2-11)
8 -3
(3 -0)
7 -6
(2 -5)
7.5
8
6 -1
(2 -6)
5 -2
(1 -8)
4 -9 4 -3 4 -3
(1 -5) (1 -1) (1 -1)
3 -10
(0 -11)
12
8 -2
(4 -0)
6 -9 6 -3 5 -6 5 -7
(2 -8) (2 -4) (1 -10) (1 -10)
5 -0
(1-6)
16
9 -7
(5-5)
7 -11
(3-8)
7 -4
(3 -3)
6 -6 6 -7
(2 -6) (2-7)
6 -0
(2-22)
20
10 -10
(6 -10)
8 -11
(4-8)
8 -4
(4-2)
7 -4 7 -6 6 -9
(3 -3) (3-4) (2-9)
24
11 -10
(8 -2)
9 -10
(5 -8)
9 -2 8-1 8 -3 7 -5
(5 -1) (3 -11) (4 -1) (3 -4)
9.5
8
6 -4 5 2 4 -10
(3 -1) (2 -1) (1 -9)
4 -3 1 1
(1 -5) (1 -5)
3 -11
(1 -2)
12
8-2 6-8
(5 -0) (3 -4)
6-2
(3 -0)
5-6 5-7
(2 -4) (2 -5)
5-0
(1 -11)
16
9 -6 7 -11
(6 -9) (4-7)
7 -4
(4 -2)
6-6 6 -7
(3 -3) (3 -4)
5 -11
(2 -8)
20
10 -8 8 -10
(8 -4) (5 -10)
8 -3
)� 4)
7 -4
(4 -2)
7 -5
(4 -3)
6 -9
(3 -6)
24�1}�T.:.
11 7 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, 1 pound per square inch = 6.895 1(N /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®
CYO, of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509 -921 -1000 - Fax 509- 921 -1008
1 -1/4" to 2" maximum
Nosing
of trea.
34 " -38"
Handrail
Return ends to wall, or
terminate at newell post
Triangular area formed by tread,
riser and guardrail so that 6 inch —
sphere can not pass through
Intermediate rail spacing or
pattern so that 4 -inch sphere
cannot pass through
REQUIRED WIDTH OFRUNSHALL
BEPROVIDED 'NTH ISLOCATION
(SECTION 1003.3.3.8.2)
6 -MM.
,c*,".-
-
4.1 •
NOTE: HANDRAILS NOT
SHOWN FOR CLARITY
REQUIRED WIDTH OF RUN SHALL
BEPROVIDED 1NTHIS LOCATION
ECTION 1003.3.3.8.2)
NOTE: HANDRA LS
NOT SHOWN FOR CLARITY
-6 MIN
LIMITATION: APPLIES TO R -3 OCCUPANCY ' (SECTIO N I003.3.3.R1)
AND PRIVATE STAIRWAYS IN R•1 OCCUPANCY
STAIRWAY WIDTH
PLAN VIEW
WINDING STAIRWAY
PLAN VIEW
CIRCULAR STAIRWAY
WALL
4.
PLAN VIEW
ALTERNATE USE OF WINDERS
MAXIMUM 914 -NCH
RISE BETWEEN TREADS
CENTER SUPPORT
COLUMN
\•� 71/r MIN.
LIMITATIONS:
1. ONLY APPLIES TO R -3 OCCUPANCY
AND PRIVATE STAIRWAYS IN
R -1 OCCUPANCIES.
2. LIMITED TO SERVING AS EXIT
FOR 400 SOUARE FEET MAXIMUM.
PLAN VIEW
SPIRAL STAIRWAY
Stair Dimensions
1
1
1
Width (36' minimum)
Rise (4" minimum ,iS ' maximum)
Run (minimum)
1 The greatest riser height within any flight of
stairs shall not cxcccd the samllest by more
than 3/8 ". Stair trcads shall be of uniform size
and shape, except the largest tread run within
any flight of stairs shall not exceed the smallest
b more than 3/8 inch.
Handrails — /►•'a 3 /�{ ,ee.
1
One required (two required if stair is opcn on
sidcs) if there are four or more risers.
1 Height (34" to 38" above nosing of treads).
1 Projection (1 -1/2 between handrail and wall).
1 Handrails shall be continuous the full length
of the stairs. Ends shall be returned or shall
terminate in newel posts or safety terminals.
Guardrails
1 acquired if 3D" or more above grade.
1 Height (36" high at landings - handrail hcight
at steps).
1 Openings (small enough that a 4" diameter
sphere can not pass through).
ACCEPTABLE SHAPES AND INSTALLATIONS -- HANDRAIL
WALL
NOT ACCEPTABLE
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
- THE ''CONTINUOUS- TERMINOLOGY IN THE CODE_
HANDRAIL CONTINUITY
1'h
MIN
14/4'T02' 1'h
MIN.
14/4' TO 2'
r
NOT ACCEPTABLE
1 -1 /C 1 Vz
TO Z, MIN
31/2-
NOT ACCEPTABLE
rote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy.
ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
• detailed information on a particular project, permit, or code requirement refer directly to applicable file and /or code /regulatory documents or
he appropriate division or staff.
. Ilia! Pli fieN g :-f:;< 4yi«iie liiibi
lilti'i r 41 ii!ii'lpiP `! li €":'alii,i ti.r'�.- w'.. -.
HAND'
•
HANDRAIL
WALL
NOT ACCEPTABLE
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
- THE ''CONTINUOUS- TERMINOLOGY IN THE CODE_
HANDRAIL CONTINUITY
1'h
MIN
14/4'T02' 1'h
MIN.
14/4' TO 2'
r
NOT ACCEPTABLE
1 -1 /C 1 Vz
TO Z, MIN
31/2-
NOT ACCEPTABLE
rote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy.
ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
• detailed information on a particular project, permit, or code requirement refer directly to applicable file and /or code /regulatory documents or
he appropriate division or staff.