2006, 04-05 Permit App: 06001134 ResidenceProject Number: 06001134 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/5/2006 Page 1 of 3
Project Information:
Permit Use: single family residence, gas heat, on sewer
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Name: Range
Contact: DOUGLASS, HARLEY C INC
Address: 8510 N CRESTLINE ST
C - S - Z: SPOKANE, WA 99217-7718
Phone: (509) 487-9792
Group Name:
Project Name:
District: Nort
Parcel Number: 46353.5320
Block:
SiteAddress: 14428 E CROWN AVE
Location:: CSV
Zoning: UNKN Unknown
Water District:
Area: .00 Acres
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: DOUGLASS, HARLEY C INC
Address: 8510 N CRESTLINE ST
SPOKANE, WA 99217-7718
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Released By
Driveway/Approach
Originally Released: 4/5/2006 By: TMELBOU
leased By:
Originally Released:
Landuse/Zoning/HE Conditions
4/4/2006 By: amblake
Released By:
Sewer Review
Permits:
Originally Released:
4/3/2006 By: KKENDAL
Released By:
Operator: AMB
b .•; .,wart '41 %forAv -.dr:: Yi"I r^s•'.y, y' 4 P� 'L7�'LA3:M.r.!.1111
Printed By: AMB
Print Date: 4/5/2006
Project Number: 06001134 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/5/2006 Page 2 of 3
Contractor: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A
SPOKANE, WA 99217
Item Description
APPROACH -CONST IN ROW
Contractor: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A
SPOKANE, WA 99217
Description Grp Type
1 &2 FAMILY R-3 VB
2ND FLOOR R-3 VB
BASEMENT U R-3 VB
DECK OPEN R-3 VB
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes
Contractor:
Address:
Approach
Firm: HARLEY C DOUGLASS INC
Phone: (509) 487-9792
Units Unit Desc
Fee Amount
1 NUMBER OF $50.00
Permit Total Fees:
Building Permit
$50.00
Firm: HARLEY C DOUGLASS INC
Phone: (509) 487-9792
This Application: Total Project:
Sq Ft Valuation Sq Ft Valuation
1,290 $111,417.30 1,290 $111,417.30
36 $2,688.48 36 $2,688.48
825 $12,375.00 825 $12,375.00
290 $4,350.00 290 $4,350.00
691 $13,129.00 691 $13,129.00
Totals: 3,132 $143,959.78 3,132 $143,959.78
Units
1
1
1
COMPLETE HEATING & SHEET
PO BOX 3934
SPOKANE, WA 99220
Item Description
DUCT SYSTEMS
GAS WATER HEATER
GAS APPLIANCE<=100,000BTU
GAS PIPING
VENTILATING FANS
GAS LOG OR GAS INSERT
AIR HANDLER <=10,000 CFM
Unit Desc
SELECT
SELECT
SELECT
Permit Total Fees:
Mechanical Permit
Units
1
1
1
3
4
1
1
Operator: AMB Printed By: AMB
Fee Amount
$1,240.15
$4.50
$496.06
$1,740.71
Firm: COMPLETE HEATING & SHEET
Phone: (509) 533-9528
Unit Desc
NUMBER OF
NUMBER OF
NUMBER OF
# OF UNITS
NUMBER OF
NUMBER OF
NUMBER OF
Permit Total Fees:
Fee Amount
$10.00
$10.00
$12.00
$3.00
$40.00
$10.00
$12.00
$97.00
Print Date: 4/5/2006
Project Number: 06001134 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/5/2006
Contractor: GOLD SEAL MECHANICAL INC
Address: 5524 E BOONE AVE
SPOKANE, WA 99212
Item Description
TOILETS/BIDETS
SINKS
SHOWERS
TUBS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
FLOOR DRAINS
MISCELLANEOUS FIXTURES
Notes: ,,,,,,,, ,s
Payment Summary:
Permit Type
Approach
Building Permit
Mechanical Permit
Plumbing Permit
Plumbing Permit
Units
3
4
2
3
1
1
1
1
1
Fee Amount
$50.00
$1,740.71
$97.00
$102.00
Page 3 of 3
Firm: GOLD SEAL MECHANICAL INC
Phone: (509) 535-5944
Unit Desc
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
NUMBER OF
Permit Total Fees:
Invoice Amount
$50.00
$1,740.71
$97.00
$102.00
Fee Amount
$18.00
$24.00
$12.00
$18.00
$6.00
$6.00
$6.00
$6.00
$6.00
Amount Paid
$0.00
$0.00
$0.00
$0.00
$102.00
Amount Owing
$50.00
$1,740.71
$97.00
$102.00
$1,989.71 $1,989.71
$0.00
$1,989.71
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB
Print Date: 4/5/2006
Project Number: 06001134 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/3/2006 Page 1 of 2
Project Information:;7 AVM Or'ONS414W100.&"0 fr;.;,,,�"k
Permit Use: single family residence, gas heat, on sewer
Setbacks: Front
Site Information:
Plat Key: Name: 4langc
Parcel Number: 46353.5320
Left: Right: Rear:
Contact:
Address:
C - S - Z:
Phone:
Group Name:
Project Name:
SiteAddress: 14428 E CROWN AVE
Location:: CSV
Zoning: UNKN Unknown
Water District:
Area: .00 Acres
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Owner: Name:
Address:
DOUGLASS, HARLEY C INC
8510 N CRESTLINE ST
SPOKANE, WA 99217-7718
(509) 487-9792
District:
DOUGLASS, HARLEY C INC
8510 N CRESTLINE ST
SPOKANE, WA 99217-7718
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Building Plan Review
Driveway/Approach
Landuse/Zoning/HE Conditions
Sewer Review
Permits:
Released By:
Operator: AMB
'a. B',i isrran,Yi d•',,,h1: rotwoost-ro:,
Printed By: AMB
Print Date:
4/3/2006
Project Number: 06001134 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 4/3/2006 Page 2 of 2
Approach
Contractor: HARLEY C DOUGLASS INC Firm: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A Phone: (509) 487-9792
SPOKANE, WA 99217
Building Permit
Contractor: HARLEY C DOUGLASS INC Firm: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A
SPOKANE, WA 99217
Phone: (509) 487-9792
Mechanical Permit
Contractor: COMPLETE HEATING & SHEET Firm: COMPLETE HEATING & SHEET
Address: PO BOX 3934 Phone: (509) 533-9528
SPOKANE, WA 99220
Plumbing Permit
Contractor: GOLD SEAL MECHANICAL INC Firm: GOLD SEAL MECHANICAL INC
Address: 5524 E BOONE AVE Phone: (509) 535-5944
SPOKANE, WA 99212
Notes: .....aw. a- >:k'SCMCV.r}(7,400MTVIG,�•,
Payment Summary:
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB Print Date: 4/3/2006
�w�` Permit Center
S_ okane 11707 E Sprague Ave, Suite 106
41,,.sVallev Spokane Valley, WA 99206
J (509)688-0036 FAX: (509)688-0037
Community Development www.spokanevalley.org
Residential Construction
Permit Application
PERMIT NUMBER:
PERMIT FEE:
X' New Construction n Accessory Bldg
n Addition/Remodel n Deck
n Other:
SITE ADDRESS l Lf 428 E Croon A4e
ASSESSORS PARCEL NO: L1(D • 52.1 IA
LEGAL DESCRIPTION: 6 it «" zo /4u)4 1'`PI
Building Owner:
Name: War it+{ c b (qsS ye.e .
Address: gS10 N Cres -N
Name: NarIrs C bousIa5S
c•
Contractor Lic No:NAFecfuj 1161 p Date: is/3 i
Address: gsl 0 A Lre 5/-h„ it_
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
City: Spokaput.
State: lt)A
Zip:99a4-7
Phone: 5-09 - `{ E, 7 - 9 79 Z
Fax: 5---0q_ x 8)7 - / S g 0
Contact Person
Name: rl Novt
Phone: 519 -'/g7- 979z-
SS
79z.
SS
Describe the scope of work in detail:
Contractor:
Name: War it+{ c b (qsS ye.e .
Address: gS10 N Cres -N
City: Sl"a kaitt. State: iJA_ Zip:cm?' 7
Phone:s-"_qg7_ 979 z- Fax: S09 .... �57-979 z
Contractor Lic No:NAFecfuj 1161 p Date: is/3 i
City Business Lic. No:
Cost of Project: $
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
41= x 53' o°
# OF STORIES:
a
TOTAL H BITABLE SPACE:
/%8/
MAIN FLOOR TO SQ.
FTG:' / / Z qq
2N1" FLOOR SQ. FTG:
3(
UNFIN BASEMENT SQ. FTG:
r, ,
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGESQ FTG:
,DECK/COV.
(,9f
ATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
3
CONS RUCTION TYPE:
Desiclen-I-�a I
HEAT SOURCE:
Gni.S
SEWER OR SEPTIC?
Se -4o e r
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
❑ Check
❑ Mastercard
Expires:
Date
❑ VISA
VIN#:
Sji'tdal�c
Community Development www.spokanevalley.org
Mechanical Permit Application
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
PERMIT NUMBER:
PERMIT FEE:
❑ Commercial El Residential
SITE ADDRESS: /"/72S 6 Brown Rit •
81,/ LZO g•rk!-S 2u.11
Building Owner
Naive:
/jar C Q,ur�ass .�c•
Phone:
SD�i-'i87-979Z
Fax:
SD9-`«7-580
Address: $sl a <itl crest_ ;
City: c5fokam.
State: tjA Zip: 95,„;17
Contractor
Name: G.o' mei -e h
._ S/M . r.c•
Phone: co` _533-952$"
Fax: 509-533-6329
Address: po (3o. 35,34
City: pkan,e_
State: toA Zip: 9?z2_0
License No: Com ft. gSo -o 8T
City Business Lic:
Contact
Name:
Phone:
DESCRIPTION OF WORK
# OF UNITS
X
COST
= TOTAL AMOUNT
1
FUEL BURNING APPLIANCE
Equal to or Tess than 100,000
x
$12.00
/a• ao
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
525.00
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
1
x
$10.00
/D. co
13
RANGE
X
$10.00
14
DRYER
X
510.00
15
FUEL BURNING WATER HEATER
1
X
$10.00
/0.00
16
MISC. FUEL BURNING APPLIANCE
X
$10.00
17
18
19
20
21
22
23
GAS PIPING (each outlet)
DUCT SYSTEMS
3
VENTILATING FANS
4
AIR HANDLER (DOES NOT include ducting)
AIR HANDLER (DOES NOT include ducting)
Equal to or less than 10,000 CFM
Greater than 10,000 CFM
x
x
X
X
X
$1.o0
510.00
510.00
$12.00
$15.00
3.6o
/1).60
40.00
0.DD
EVAPORATIVE COOLERS
X
$10.00
TYPE I HOOD
X
$50.00
24
TYPE II HOOD
X
25
HEAT PUMP/AIR CONDITIONER
0-3 TON
X
$10.00
$12.00
26
AIR CONDITIONER
3-15 TON
X
$20.00
27
28
AIR CONDITIONER
AIR CONDITIONER
15-30 TON
X
$25.00
30-50 TON
X
535.00
29
AIR CONDITIONER
More than 50 TON
X
$60.00
30
LPG STORAGE TANK
X
510.00
31
WOOD OR PELLET STOVE/INSERT
X
510.00
32
WOOD STOVE - FREE STANDING
X
$25.00
33
REPAIR 8 ADDITIONS
X
34
VENTILATION SYSTEMS
X
$15.00
512.00
35
VENTILATION MECHANICAL EXHAUST
X
36
INCINERATOR - RESIDENCE
X
$12.00
519.00
37
INCINERATOR - COMMERCIAL
X
$22.00
METHOD OF PAYMENT:
❑CASH 0 CHECK 0 VISA 0 MC
CARD #:
AUTHORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
err* �sll� ley
Permit Center
11707 E Sprague Ave, Suite 406
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www.snokanevallev.org
Plumbing Permit Application
n Commercial
PERMIT NUMBER:
PERMIT FEE:
Residential
SITE ADDRESS: / 4112-8 E l fO6 )A Ate .
644 Lzo .t4 -1P
Building Owner
Name: i_lailt C 6ttu
-( i&C- Phone: so9_ gv_g797-
Fax: $p9 -1/g7 -/SEC)
l��l,aSS
Address: Cg 570 N Cre5-1-IirvR.
City: 5pokar-,e_
1
State: l.�A Zip: 99D.17
Contractor
Namc: Gmici Seale rcleckahlcas
Phone: 509-535-59'//4
Fax: 50g-535--`735-7
Address: 5-52/4 E Boone.
City: gioo0.rvit.
State: to Zip: 99)01 /,:1
License No: G. pLb s r"1 2 90 1- c`,
I
City Business Lic:
Contact
Name:
Phone:
DESCRIPTION OF WORK
# OF UNITS
X
COST
TOTAL AMOUNT
1
TOILETS
WATER CLOSET, BIDETS
3
X
$6.00
/g. 60
2
URINALS
X
$6.00
3
TUBS
3
X
$6.00
/$.00
4
SHOWERS (PER TRAP)
BATH, STALL, ON-SITE BUILT
0?
X
$6.00
/a .00
5
SINKS
LAVS/BASINS, BAR, FLOOR, KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
X
$6.00
6
DISHWASHER
/
X
$6.00
6. to
7
CLOTHES WASHER
X
$6.00
8
GARBAGE DISPOSAL
X
$6.00
(0,00
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
X
$6.00
16
WATER USING DEVICE
ICE AN/OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFER, CARBONATOR, SWAMP
COOLER
X
$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
21
PRIVATE SEWAGE DISPOSAUSYS
Sec
X
$6.00
(0.00
X
$20.00
22
INDUSTRIAL WASTE INTERCEPTOR
X
$15.00
METHOD OF PAYMENT:
❑CASH ❑ CHECK ❑ VISA ❑ MC
Card#
AUTI IORIZED SIGNATURE:
REVISED 8/26/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING FEE
$35.00
TOTAL PERMIT FEE DUE:
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(]), 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 Dt and DZ.
R404.1.2 Concrete foundation walls. Concrete foundation
walls shall be constructed as set forth in Tables R404.1.1(1),
R404.1.1(2), R404.1.1(3) and R404.1.1(4), and shall also
comply with the provisions of this section and the applicable
provisions of Section R402.2. In Seismic Design Categories
D, and 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:
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
MAXIMUM WALL
HEIGHT
(feet)
MAXIMUM
UNBALANCED
BACKFILL HEIGHT`
(feet)
PLAIN CONCRETE MINIMUM NOMINAL WALL
THICKNESS (inches)
PLAIN MASONRY° MINIMUM NOMINAL WALL
THICKNESS (inches)
Soil classes°
GW, GP, SW
and SP
GM, GC, SM,
SM -SC and ML
SC, MH, ML -CL
and inorganic CL
GW, GP, SW
and SP
GM, GC, SM,
SM -SC and ML
SC, MH, ML -CL and
inorganic CL
4
6
6
6
6 solidd or 8
6 solid° or 8
6 solidd or 8
5
5
6
6
6
6 solidd or 8
8
10
4
6
6
6
6 solidd or 8
6 solidd or 8
6 solid° or 8
6
5
6
6
6
6 solidd or 8
8
10
6
6
8g
8g
8
10
12
4
6
6
6
6 solidd or 8
8
8
7
5
6
6
8g
6 solidd or 8
10
10
6
6
8
8
10
12
10 solidd
7
8
8
10
12
10 solidd
12 solid°
4
6
6
6
6 solidd or 8
6 solidd or 8
8
5
6
6
8
6 solidd or 8
10
12
8
6
8g
8
10
10
12
12 solidd
7
8
10
10
12
12 solidd
Footnote e
8
10
10
12
10 solidd
12 solidd
Footnote e
4
6
6
6
6 solidd or 8
6 solidd or 8
8
5
6
8g
8
8
10
12
9
6
8
8
10
10
12
12 solidd
7
8
10
10
12
12 solidd
Footnote e
8
10
10
12
12 solid°
Footnote e
Footnote e
9
10
12
Footnote f
Footnote e
Footnote e
Footnote e
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 R404.1.1(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®
FOUNDATIuNS
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
8 -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
6
#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.
7
4
5
6
7
#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.
8
5
6
7
8
#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.
9
5
6
7
8
9
#4 at 48"
#4 at 48"
#5 at 48"
#5 at 40"
#6 at 40"
o.c.
o.c.
o.c.
o.c.
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
(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
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
Ch), of
SPOKANE VALLEY BUILDING DEPARTMENT •
11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008
111111111•111110111•111Mismoometomemalowai.
1-1/4" to 2" maximum
4 \I
Nosing
of trea
34"-38"
Handrail
Return ends to wall, or
terminate at newel! post
6' 8"
minimum
34" — 38"
(4)
t
Triangular arca formed by tread,
riser and guardrail so that 6 in
sphere can not pass through
intermediate rail spacing or
pattern so that 4 -inch sphere
cannot pass through
REQUIRED WIDTH OF RUN S HALL
B E PROVIDED INTH IS LOCATION
(SECTION 1003.3.3.8.2)
<CS'
NOTE: HANDRAILS NOT
SHOWN FOR CLARITY
STAIR.WAYWIDTH
LIMITATION: APPLIES TO R.) OCCUPANCY • (sEcnoN 10033.3.L2)
ANO PRIATE STAIRWAYS 1141+1 OCCUPANCY
REQUIRED WIDTH OF RUNSHALL
BEPROVIDEDINTHIS LOCATION
CTION 1 003.3.3.8.2)
NOTE: HANDRAILS
NOT SHOWN FOR CLARITY
PLAN VIEW
WINDING STAIRWAY
PLAN VIEW
CIRCULAR STAIRWAY
WALL
PLAN VIEW
ALTERNATE USE OF WINDERS
MAXIMUM 91a-iNcH
RISE BETWEEN TREADS
•
71,7
1P\
likalha.•"daMliti
CENTER SPOT
COLUMN
2
LIMITATIONS:
1. ONLY APPUES TO R-3 OCCUPANCY
AND PRIVATE STAIRWAYS IN
R-1 OCCUPANCIES.
2. U/NTF_O TO SERVING AS EXIT
FOR 400 SOUARE FEET MAXIMUM..
PLAN VIEW
SPIRAL STAIRWAY
Stair Dimensions
1 Width (36" minimum)
1 Risc (4" minimum - 8" maximum
1 Run (9" minimum)
1 The greatest riser hcight within any flight of
stairs shall not exceed the samllcst 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
JD)/ more than 3/8 inch.
Hand1405.A 1^—Ast4 -V4" ,A,ux
rails
1 One required (two required if stair is opcn on
sidcs) if there arc 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 thc full length
of the stairs. Ends shall bc returned or shall
terminate in newel posts or safety terminals.
Guardrails
1 Required if 30" 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
liri*:-.444.11-
.i 1.4 IiIIIIP . '01 Sii,114411VRAHOINIINI mgHejr : giff 0,•::i4
_
--....
lie••••
-4111‘411411
INN
RA
1111111111111111111•111111•11111111
...Nom
ifl,tiiH
WALL
NOT ACCEPTABLE
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
• THE -CONTINUOUSTERMINOLOGY N THE CODE.
HANDRAIL CONTINUITY
1'•
MIN.
1.1,4. TO 2"
NOTACCEPTASLE NOT ACCEPTABLE
)ote 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-
r 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.
TAS Technical Assistance Services
GarnJcn Court Building. 222 W Mission Avenue, Suite 235, Spokane, WA 99201 (509) 325-4476 FAX (509) 325-4587
04/03/03
Project: Single Family Residence ("1358 Split")
Total Area: 2282 sq.ft.
Address;
Contractor/Phone: Ilaxley C. Douglass, Inc./ 487-9792
Heating Type: Gas
PROJECT COMPLIES with TABLE 5-1/ TARGET COMPONENT VALUES FOR
GROUP R OCCUPANCY, 2000 Washington State Energy Code --07/01/02
Amendments.
ALLOWABLE HEAT LOSS (Btu/h/deg. F)
Glazing; 151 2282 sq.ft.= 342.3 @ U .40
Doors: 40 sq.ft. @ U .20
Ceiling (Attic): 1356 sq.ft. R38 @ U .031
Malls (2348 gross sq.ft.) : 1966 sq.ft. R19 @ U .062
Floor: 390 sq.ft. R30 @ U .029
BG Walls (3.5' depth): 329 sq.ft. R19 @ U .041
110 1.f. @ F -value .64
TOTAL UA ALLOWABLE
136.9
= 8.0
= 42.0
121.9
11.3
= 13.5
= 70.4
404.0
PROPOSED HEAT LOSS (Btu/h/deg.F)
Glazing (11.310:222.3 sq.ft.Vinyl @ .50 U* 111.2
35 sq.ft. vinyl patio @ U .49* - 17.2
Doors: 40 sq.ft. mtl insul Panel @ .17 U = 6.8
Ceiling: 702 sq.ft. 6:12 R38 STD @ .029 U = 20.4
654 sq.ft. 6:12/3:12 R38 STD scissor @ U .031= 20.3
Walls: 382 sq.ft. R19 INT horiz. siding @ .058 U = 22.2
1669 sq.ft— R19 INT T1.-11 @ .061 U = 101.8
Floor: 390 sq.ft. R30 @ .029 U = 11.3
HG Pals (3.5' depth): 329 sq.ft. Ril @ .062 U = 20.4
110 1.f. @ F -value .63 = 69.3
* Window Products NFRC values
TOTAL PROPOSED BEAT LOSS
400.9 Btu/h < 404.0 Btu/h -- Project complies w/ Table 5.1
Edward R. Field
Technical Assi.stanc- Services
400.9
,„
.TAS Technic
al Assistance Services
Garden Court Building, 222 W Mission Avenue, Suite 235, Spokane, WA 99201 (509) 325-4476 FAX (509) 325-4587
03/07/03
Project: Single Family Residence ("1212 Split")
Total Area: 2028 sq.ft.
Address:
Contractor/Phone: Harley C. Douglass, Inc./ 487-9792
Heating Type: Gas
PROJECT COMPLIES with TABLE 5-1/ TARGET COMPONENT VALUES FOR
GROUP R OCCUPANCY, 2000 Washington State Energy Code --07/01/02
Amendments.
ALLOWABLE HEAT LOSS (Btu/h/deg.F)
Glazing: 15% . 2028 sq.ft.. 304.2 @ U .40
Doors: 21 sq.ft. @ U .20
Ceiling (Attic): 1181 sq.ft. R38 @ U .031
Walls (.2028 gross sq.ft.): 1705 sq.ft. R19 @ U .062
Floor: 10 sq.ft. R30 @ U .029
BG Walls (3.5' depth): 518 sq.ft. R19 @ U .041
148 1.f. @ F -value .64
TOTAL UA ALLOWABLE
121.7
4.2
• 36.6
• 105.7
.3
21.2
94.7
384.40
PROPOSED HEAT LOSS (Btu/h/deg.F)
Glazing (10.9%):197 sq.ft.Vinyl @ .50 U* _
21 sq.ft mtl insul full light @ U 38 = 98.5
8.0
.ft.Doors: 21 sq.ft.35io
49* 17.6
Ceiling: 799 sq.ft. 6:12 STD @ .029 U - 3.6
382 sq.ft. 6:12/3:12 STD scissor @ U .031 • 11.8
Walls: 156 sq.ft. R19 INT horiz. siding @ .058 U 19.0
1646 sq.ft. R19 INT T1-11 @ .061 U = 0.0
- 100.4
Floor: 10 sq.ft. R30 @ .029 U . .3
BG Walls (3.5' depth): 518 sq.ft. R11 @ .062 U = 32.1
148 1.f. @ F -value .63 = 93.2
* Window Products NFRC values
TOTAL PROPOSED HEAT LOSS = 397.3
397.3 Btu/h < 402.5 Btu/h -- Project complies w/ Table 5.1
Edward R. Fields
Technical Assistance Services
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UTILITY
EASEMENT
PROPERTY
LINE
EXPIRES 06/22/
14428 E. CROWN AVENUE
LOT 20, BLOCK 4
HUNTER'S RUN
SCALE: 1 "=30'
1
USKH
1220 N. HOWARD ST.
SPOKANE, WA 89201
PHONE (509)328-5138
FAX (509) 328.04.23
101 TWAIN ROAD
Engineering • Land Surveying LFw,sroN, ID 83501
PHONE (208) 746-2881
PlanningMaterials Testing CSg FAX (208) 748-8825