2007, 01-08 Permit App 06005001 Residence, GarageProject Number: 06005001 . Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: NEW SFR W/ATT GAR
Setbacks: Front 29 Left: 5 Right: 27 Rear:
Site Information:
Plat Key: Name: Range District: East
Date: 01/08/2007 Page 1 of 3
Contact: DOUGLASS, HARLEY C INC
Address: 8510 N CRESTLINE ST
C - S - Z: SPOKANE, WA 99217-7718
Phone: (000) 000-0000
Group Name:
Project Name:
Parcel Number: 46353.5217
Block: Lot:
SiteAddress: 14208 E CROWN AVE
Location:: CSV
Zoning: UR-3.5 Urban Residential 3.5
Water District:
Owner: Name: DOUGLASS, HARLEY C INC
Address: 8510 N CRESTLINE ST
SPOKANE, WA 99217-7718
Hold: O
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
Released By:
Driveway/Approach
Originally Released: 01/04/2007 By: TMELBOU
Released By:
Originally Released: 01/04/2007 By: JDAVIS
Landuse/Zoning/HE Conditions
Released By:
Sewer Review
Originally Released: 12/29/2006 By: MBASINGE
Released By:
06001759
Originally Released: 12/29/2006 By: JDAVIS
Operator: JD Printed By: MT Print Date: 01/08/2007
Project Number: 06005001 . Inv: 1
Permits: --
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
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 gm Type Notes
1&2 FAMILY R-3 VB
BASEMENT U R-3 VB
COV DECK R-3 VB
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Contractor: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A
SPOKANE, WA 99217
Item Description
DUCT SYSTEMS
GAS WATER HEATER
GAS APPLIANCE<=100,000BTU
GAS PIPING
VENTILATING FANS
GAS LOG OR GAS INSERT
Approach
Date: 01/08/2007 Page 2 of 3
Finn: HARLEY C DOUGLASS INC
Phone: (509) 487-9792
Units Unit Desc
1 NUMBER OF
Permit Total Fees:
Building Permit
Fee Amount
$50.00
$50.00
Firm: HARLEY C DOUGLASS INC
Phone: (509) 487-9792
This Application: Total Project:
So Ft Valuation So Ft Valuation
1,319 $113,922.03 1,319 $113,922.03
1,297 $19,455.00 1,297 $19,455.00
136 $2,040.00 136 $2,040.00
704 $13,376.00 704 $13,376.00
Totals: 3,456 $148,793.03 3,456 $148,793.03
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Mechanical Permit
Fee Amount
$1,268.15
$4.50
$507.26
$1,779.91
Finn: HARLEY C DOUGLASS INC
Phone: (509) 487-9792
Units Unit Desc Fee Amount
1 NUMBER OF $10.00
1 NUMBER OF $10.00
1 NUMBER OF $12.00
2 # OF UNITS $2.00
3 NUMBER OF $30.00
1 NUMBER OF $10.00
Operator: JD Printed By: MT
Permit Total Fees:
Print Date:
$74.00
01/08/2007
Project Number: 06005001 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: HARLEY C DOUGLASS INC
Address: 8510 N CRESTLINE #A Phone: (509) 487-9792
SPOKANE, WA 99217
Plumbing Permit
Date: 01/08/2007 Page 3 of 3
Item Description
TOILETS/BIDETS
SINKS
SHOWERS
TUBS
DISH WASHERS
GARBAGE DISPOSAL
CLOTHES WASHER
FLOOR DRAINS
MISCELLANEOUS FIXTURES
Payment Summary:
Permit Type
Approach
Building Permit
Mechanical Permit
Plumbing Permit
Firm: HARLEY C DOUGLASS INC
Units Unit Desc
2 NUMBER OF
4 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
1 NUMBER OF
4 NUMBER OF
Permit Total Fees:
Fee Amount
$12.00
$24.00
$6.00
$6.00
$6.00
$6.00
$6.00
$6.00
$24.00
$96.00
Fee Amount Invoice Amount Amount Paid Amount Owing
$50.00 $50.00 $0.00 $50.00
$1,779.91 $1,779.91 $0.00 $1,779.91
$74.00 $74.00 $0.00 $74.00
$96.00 $96.00 $0.00 $96.00
$1,999.91 $1,999.91 $0.00 $1,999.91
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: MT
Print Date: 01/08/2007
Project Number: 06005001 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Date: 12/29/2006 Page 1 of 3
Permit Use: NEW SFR W/ATT GAR Contact: DOUGLASS, HARLEY C INC
Address: 8510 N CRESTLINE ST
Setbacks: Front 29 Left: 5 Right: 27 Rear:
Site Information:
Plat Key:
Name: Range
C - S - Z: SPOKANE, WA 99217-7718
Phone: (000) 000-0000
Group Name:
Project Name:
District: East
Parcel Number: 46353.5217 Block:
SiteAddress: 14206 E CROWN AVE
Location:: CSV
Zoning: UR-3.5
Water District:
Urban Residential 3.5
Lot:
Owner: Name: DOUGLASS, HARLEY C INC
Address: 8510 N CRESTLINE ST
SPOKANE, WA 99217-7718
Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review
ReleasedBv: I' M
f3
Driveway/Approach
L Released By:,
Landuse/Zoning/HE Conditions
Released By:
l2/2R 1ora
Sewer Review
Permits:
Released By:
Originally Released: 12/29/2006 By: JDAVIS
Operator: JD Printed By: JD Print Date: 12/29/2006
Spokane
Permit Center
11707 E Sprague Ave, Suite 106
Valley p{r Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www.spokanevalley.org
Residential Construction
Permit Application
SITE ADDRESS I`/2o'1
CRo�+�
PERMIT NUMBER:
PERMIT FEE:
❑X New Construction
❑ Addition/Remodel
❑ Other..
cL.,j L� �vN
ASSESSORS PARCEL NO: 4/(o 3 S 3. 5-21 1 LEGAL DESCRIPTION: Lo f t
Building Ovvnehc
'I q;i,.
Name: Atrit5 C Dott6laSS
c•
.....
Address: 8510 AU cre 5/- ,
4_
City: ,�p kQ.NR
State: (jA
ZiP:9c0-I 7.
Phone: 509 _ 18 7 - 9 7 7 2_
Fax: 5 U,1' zigl - / S g-0
Contact It�li'sb�ii
Nacre: /--/ rir-K doussla 55
Phone: 6b' -L/ 7-979z.
Describe the scope of work in detail:
/� lill'r _
Accessory Bldg
Deck
31OCk- 3
C'oiitt' cttdr:' ..1. I;
Name: War k, C bo.qc,55 yrtc .
Address: 0 510 N (.J' es-1-4i r-t
City: S„a k State: I, cm. ZipiQa 17
Phone:• S'ac)-`f g7- 979 2- Fax:sq _147_5,79 Z
Contractor Lic No: /./fl {2LEco Ito PE p Date: A43 f
City Business Lic. No:
Cost of Project: $
/ "
**************The following MUST be Complete: (write NIA ii not ********************** applicable)
HEIGHTT�O� PEAK:
DIM 1 I X 5
# OF STORIES: I }
TOTAL BITLSZPACE:
ACE
IMPERVIOUS SURFACE
AREA: i; S
MAIN FLOOR TO SQ.
FTG: l K-^ 3 fq
eD FLOOR SQ. FTG:
, I
UNFIN BASEMENT SQ. FTG:
`,-G v Lq 7
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
`-7 ( -
DECK/COV. PAT O SQ. FTG:
k ►
30% SLOPES ON
PROPERTY:
kce�{ . --'} 3 (ram.
# OF BEDROOMS: 3
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
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 informatioh may be required to be submitted, and subsequently approved before
this application can be processed.
r
Signature
Method of Payment:
❑ Cash 0 Check
Bankcard #:
Authorized Signature:
Date
❑ Mastercard 0 VISA
Expires: VIN#:
REVISED 8/25/2005
Sliokalt' e\""
ley
Community Development
Permit Center
11707E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.snokanevallev.or>
Plumbing Permit Application ❑ Commetcial
SITE ADDRESS: L'-(Z02 d &Qpr,J9
PERMIT NUMBER:
PERMIT FEE:
Residential
Building Owriet 11 NI r !lit il
Name: /4g At.S C h ( ss �54.C. Phonc:509- tin 971 a Fax: $p9"487-t SSU.
J a1Lqq�y50.
<
Address: g sio N GesP ir.R. City $pOkah2 State: taA Zip: 99a 17
Conttnctot r o i l II
� 1 u
Name:
mid Seal ffieckoaicaQ Phone: 6-0 53S-SY. a
�9 Fax:WI- 53$-93S9
Address: Sszy e Boone. City: gpocc nt State: to Zip: 99,: a
License No: tt LD S M 2 90 Cal_ City Bnsincss Lie:
Contact _. . i.! iii(Iri'I III1 1;. 111
Name: Phone:
DESCRIPTION OF WORK
# OF UNITS
X
COST
=
TOTAL AMOUNT
1
TOILETS
WATER CLOSET BIDETS
2-
x
$6.00
=
# Fe - pO
2
URINALS
-
— 0 '...
X
S6.00
-
3
TUBS
I
X
$6.00
=
(°. 'O
4
SHOWERS (PER TRAP)
BATH, STALL ON -SITE BUILT
1
X
$6.00
=
( "
5
SINKS
LAVS/BASINS, BAR, FLOOR KITCHEN,
LAUNDRY, UTILITY, JANITOR, PHOTO,
X-RAY, FOOD, PREP/CULINARY MEAT
j
x
$6.00
=
u e>
6
DISHWASHER
1T1
X
$6.00
=
G. in7
CLOTHES WASHER
//
X
$6.00
=
4. -
8
GARBAGE DISPOSAL
/
X
$6.00
=
[„
9
WATER SOFTENER
^' (') —
X
$6.00
=
10
ELECTRIC HOT WATER TANK
NOTE: IF GAS SEE MECHANICAL
'0—.
X
$6.00
=
11
FLOOR DRAINS
AREA, CASE, COIL, TRENCH,
CONDENSATE
X
$6.00
=
��
G.
12
ROOF DRAINS/OVERFLOW DRAINS
— 0 —
X
$6.00
=
--^
13
FOUNTAINS, DRINKING
^ 0 —
X
$6.00
=
---
14
WATER PIPING/DRAIN-IN WASTE,
VENT. PLUMBING, REVERSAL
NSTALLATION, ALTERATION, REPAIR,
REVERSALS
4"" V
X
$6.00
=
—^
15
SEWAGE EJECTOR
GRINDER SUMP PUMP
'w. 0 --
X
$6.00
=
"--
16
WATER USING DEVICE
St2 i n L �t� sr g
Ls •
ICE AN/OR COFFEE MAKER, HOSE BIB,
STEAMER
PROOFEIt CARBONATOR, SWAMP•
COOLER
X
$6.00
=
Z `( ..
17
•
CROSS CONNECTION DEVICE
VACUUM BREAKER, CHECK VALVE,
AND R.P.B.P.D. FOR VATS, TANKS,
BOILERS
a. 0 ....
X
$6.00
=
18
INTERCEPTORS
GREASE TRAP, SAND TRAP,
. CHEMICAL HOLDING TANK
"'�_ 1)
X
$6.00
=
'-
19
MEDICAL GAS (per outlet)
NITROUS, OXYGEN -
" 0 4-
X
$6.00
=
--
20
MISCELLANEOUS PLUMBING FIXTURE
rO '-
X
$6.00
=
-r---
21
PRIVATE SEWAGE DISPOSAUSYS
-' 0"
X
$20.00
=
22
INDUSTRIAL WASTE INTERCEPTOR
^ 0
X
$15.00
=
METHOD OF PAYMENT:
❑CASH ❑ CHECK 0 VISA 0 MC
Card#
SUBTOTAL
EXPIRES:
PROCESSING FEE
$35.00
VIN:
TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE:
REVISED8/26/05
yyf Val le
Community Development WWW.sookanevallev.org
Mechanical Permit Application [] Commercial Residential. , ..
„ o1Na Permit Center
Slio is
11707E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688.0036 FAX: (509)688-0037
SITE ADDRESS: / 4(26 g 5 (`(R-,p�1.1
PERMIT NUMBER:
PERMIT FEE:
�
Bulldldt Osvhet a: .'a : u. I i::, SIN 1 od'Idi. 1: ie I ' 1
Name: Ll. I � Phone
177N �{ j`�'',�`�'�R55 SC. $a���t47 9%�%Z Fax $DQ `{g% /$80
Address: gSlo XI crest. ;Ai City ke/a Stale:
aJA Zip:94a17
pp }}gy�pp
CdII( Ctor l�illl('ti+llk4plii�U41�hr4�4it�tlli llrinIC�J N��1li(lilElai�p�ill diil�lill�l�ul�4lii��Iryj�ililliP'llll�Il��IlAilI�i4�M�Il
gg��@@ s�ppryry 9 pp yy77 op y J
�iI��IIII���II��Cull4liali'iol�liilii�l�il�(ti4p'��YtGil�I lilllr�lill�rlih �/I i;iiuiliu,,l�.4�1�4�s. .i li
Name: Comnlck ht2a i4� 4 Wm � Phone: S6I S.�3-952$' Fax: 509-533-032`j
Address: Po Bay_ 39,,/3/T City:
0 t . State: wA Zip: 9,220
License No: CoMft.7T 5 OSO gr City
1
Bds(nedS Lic:
Codtact nbsi ealfi('111'iilVla Lakin,lgiantarklrllingdll°aillE11alllIi'I1L:llllJaiii°LV„''Id5iLiiivaa'1�.'e
Name: Phohe:
2
3
4
5
6
7
8
9
10
11
12
13
0
FUEL BURNING APPLIANCE
FUEL BURNING APPLIANCE
UNLISTED APPLIANCE (Additional Fee)
UNLISTED APPLIANCE (Additional Fee)
USED APPLIANCE (WSEC min. AFUE ratlnq)
USED APPLIANCE (WSEC min. AFUE raUng)
BOILER/REFRIGERATION
BOILER/REFRIGERATION
BOILER/REFRIGERATION
BOILER/REFRIGERATION
BOILER/REFRIGERATION
GAS LOG. GAS INSERT, GAS FIREPLACE
RANGE
Equal to or less than 100 000
More than 100,000
Equal to or less than 400,000
More than 400 000
Equal to or less than 400 000
Mora than 400 000
1-100M BTU
101 -500M BTU
501-1000M BTU
1 001- i 750M BTU
More Ihan 1,750M BTU
dOFUNTTS x
1
i
x
X
x
X
X
x
x
X
x
X
x
X
X
COST
$12.00
$15.00
$50.00
5100.00
$50.00
$100.00
$12.00
$20.00
$25.00
$35.00
$60.00
5l0.00
510.00
= TOTAL AMOUNT
12..00
^'r
10 • C?�
14
DRYER
x
$10.00
15
16
17
18
19
20
21
22
23
FUEL BURNING WATER HEATER
MISC. FUEL BURNING APPLIANCE
GAS PIPING (each outlet)
DUCT SYSTEMS
VENTILATING FANS
AIR HANDLER (DOES NOT induda ducting)
AIR HANDLER (DOES NOT Induda dueling)
EVAPORATIVE COOLERS
TYPE I HOOD
Equal to or less than 10,000 CFM
Greater than 10 000 CFM
2.
3
x
x
x
x
x
x
x
x
x
$10.00
$10.00
$1.00
510.00
S10.00 ..
$12.00
$15.00
$10.00
s50.00
alb
10.oa
-s..•
3
i0.po
30 04
24
TYPE II HOOD
x
$10.00
25
26
HEAT PUMP/AIR CONDITIONER
AIR CONDITIONER
0-3 TON
3-15 TON
x
x
$12.00
$20.00
27
AIR CONDITIONER
15-30 TON
x
$25.00
28
AIR CONDITIONER
30-50 TON
x
335.00
29
30
AIR CONDITIONER
LPG STORAGE TANK
More U,an 50 TON
x
X
$80.00
310.00
31
32
33
WOOD OR PELLET STOVEANSERT
WOOD STOVE - FREE STANDING
REPAIR & ADDITIONS
x
x
$10.00
$25.00
315.00
34
VENTILATION SYSTEMS
x
312.00
35
36
37
VENTILATION MECHANICAL EXHAUST
INCINERATOR - RESIDENCE
INCINERATOR - COMMERCIAL
X
X
x
$12.00
$19.00
*moo
METHOD OF PAYMENT:
DCASH D CHECk ❑ VISA d MC
CARD 1/:
AUTIIORIZED SIGNATURE:
REVISED RR6/05
EXPIRES:
VIN:
SUBTOTAL
PROCESSING PEE
$35.00
TOTAL PERMIT FEE DUE:
ts�Okail
ey
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.snokanevalley.org
Approach Permit Application
PERMIT NUMBER:
PERMIT FEE:
PROJECT ADDRESS I LI 2. 0 $ E CR-0 ttj
START DATE 2o0 (9
ANTICIPATED COMPLETION DATE 20CJ
Building Owhet:
Name: f4a.r\G4 G bat.t&SS ,lne. .......
Address: gS/O N Crest, e-. .
City: Spoka.tte.
Phone: 5-D9-11$7-979.2 Fax: 5b7-y87- ISgo_ ..
Contact Person
Name: -Leo Ibay.36.s S
Phone: sag- ri87- 9772
State: L3k
Zip:99a19..,
PROJECT DESCRIPTION (Provide site sketch)
Residential Driveway
Existing Curb & Gutter
Culvert Installation
Other Conditions
C 111I 61
Name'_ / arlt Cwbotcjoss Tote.
Address: Address: g510 Al CIeSt/me,
Cliy_. Spoka he.
Phone: 5o4-h/87-979z. Fax: STD, -r/8'7-/S$D
State: /jk Zip:99217
ConttactotLie No:,t/4g1 d,pi10 Asp Date: fa/3l
City Business Lic. No:
Cottunercial/Industrial Driveway
Rural Road Section
Sidewalk Repait/Construction
Bond/Insurance certification must be on file with the city.
DISCLAIMER
The percnittee verifies, acknowledges and agrees by their signatures that l) If this petmit is for construction of ot 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 ownet or has permission to represent the ptopetty owner in this ttansaction. 4) All construction is to be done in
full compliance with the City of Spokane Valley Development Code. Referenced codes ate available fot review at the City of Spokane
Valley Perrnit Center. 5) This City of Spokane Valley Permit is not a permit ot 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
Date (/1 (3 —0 b
Method &Payment:
0 Cash ❑ Check 0 Mastercard 0 VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 3/9/05
10' UTILITY
EASEMENT
PROPERTY
LINE
z%
EXPIRES
06/22/'
PROPERTY
NINE
c ®w
TyTis_ C._ s
29.5' SETBACK LINE
IQ
Iin
I�
L _20' SETBACK LINE
80.46'
;
AVE.
9.5' WIDE
BORDER
EASEMENT
14208 E. CROWN AVENUE
LOT 17, BLOCK 3
HUNTER'S RUN
SCALE: 1 "=30'
USKH
1220 N. HOWARD ST.
SPOKANE, WA 99201
PHONE139
F) 328 423
Engineering • Land Surveying LEWISTON ID 83501
Planning • Materials Testing PHONE
AK °)°74 �1
TAS Technic Assistance Services
Garden Court Building, 222 W. Miui6n Avenue, Suite 235; Spokane, WA 99201 (50 1 25-4476 FAX (509) 325-4587
03/24/03
Project: Single Family Residence (" 1292 Rancher.")
Total Area::, 2584
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% 3078 sq.ft.= 461.7 @ U.40 = 184.7
Doors: 40 aq.ft. @ U .20 Y 8.0
Ceiling (Attic): 1601 aq.ft. R38 @ U .031 = 49.6
Walla (1659 gross sq.ft.): 1227 sq.ft. R19 @ U .062 = 76.1
Floor: 90 sq.ft. R30 @ U .029 = 2.6
BG Walls (7' depth): 1338 sq.ft. R19 @ U .037 = 49.5
171 1.f. @ F-value .57 = 97.5
TOTAL UA ALLOWABLE
468.0
PROPOSED HEAT LOSS ("Btu/h/deg.F)
Glazing (7%); 172.5 sq.ft.Vinyl @ .50 U* = 86.3
35 aq.ft. Patio @ .49 U* = 20.6
Doors: 40 aq.ft. mtl inaul Panel @ .17 U = 6.8
VINAAertb. Ceiling: 1043 sq.ft. 6:12 STD @ .029 U = 30.2
558 sq.ft,. 3:12/6:12 Scissors @'.031 U _ 17.3
Walls: 226 aq.ft. R19 TNT horiz, siding @ .050 U = 13.1
1208 aq.ft. R19 INT T1-11 @ .061 U = 73.7
Floor: 90 sq.ft. R30 @ .029 U = 2.6
Bo Walls (7 ','' ?loth): 1338 ag. ft . 1111 @ , U 72.3
171 1.f. @ F-value .56 = 95.8
* Window Products NFRC values,
TOTAL PROPOSED HEAT LOSS = 418.7
418.7 Btu/h < 468.0 Btu/h -- Project complies w/ Table 5.1
Edward R.' Fi
Technic Assistance Services
t•1•Yrlw��u.rr.�.y.2,IMM.immtl.r.•... ngliAlMlLLMMV
,NL = l 3 2005 7: 20AM F'.. _ I N I T I ENGINEERING
46-r ..J26
JOHN FULGINI TI, PE SE STRUCTURAL ENGINEER
4505 W NAVAHO • SPOKANE, WA , 99208 . (509) 467-7026
Marley C. Douglass, Inc.
Home Builders
8510 N Crestline
Spokane, WA 99217
RE; Anchor Bolts
July 13, 2005
Dear Harley:
Braced wall lines on concrete foundations for residential projects are required to bo
anchored with Vs" diameter anchor bolts at 6'-0" maximum spacing per IRC R4031.6. In
my opinion you can use a Simpson LMA4 or LMA6 Mudsill Anchor as a direct
replacement for the 'A" diameter anchor bolt, An anchor should be located not more than
4" to 12" from the end of a wall or plate splice. A minimum of 2 anchors should be used
in any plata. The finish of the anchor should also compatible with the pressure treating.
Please call if I can be of additional assistance.
Sincere ,
F
John Fulginiti
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Te1 509-921-1000 - Fax 509-921-1008
1-1/4" to 2" maximum
Nosing
of trea
34"-38"
6' 8"
minimum
Handrail
Return ends to wall, or
terminate at newell pos
34"-38"/
Intermediate rail spacing or
pattern so that 4-inch sphere
6
cannot pass through
IiiIi
riser and guardrail so that 6 in
Triangular, area formed by tread,10
• L
sphere can not pass through
REQUIRED WIDTH OFRUNSHALL
BE PROVIDED INTHISLOO-4TfON
(SECTION I D03 3.3.R.2)
n'S+ ll
�`Y33' NOTE:HANDRAILS NOT
SHOWN FOR CLARITY
PSQUIRED WIDTH OF RUNSHALL
REPROVIDED INTHIS LOCATION
ECTIONI 003.3.3.R. )
NOTE_HANDRAILS
IY)T SHOY:N FOR CURRY
STAIRWAYWIDTH
LIMITATION: APPLIES TO R-3 OCCUPANCY (SEtnT0N 10033312)
AND PRIVATE STAIRWAYS IN R-1 OCCUPANCY
PLAN VIEW
WINDING STAIRWAY
STTREAD WIDTH
CHTWITION ANT
FSTAIRSSHALL
)THESFLLLLIFST
n-LVu3/BINCH
)N 1003-13 3)
PLAN VIEW
CIRCULAR STAIRWAY
WALL
4
CENTER SUPPORT
COLUMN
PLAN VIEW
ALTERNATE USE OF WINDERS
MAXIMUM 9IC-INCH
RISE BeIntEN TREADS
*1i
rM,N
illf
r1? MIN.
LIMITATIONS:
1. ONLY APPLIES TO R-a 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 Width (36" minimuni)
1 Rise (4" minimum -,Ff" maximum)
1 Run "minimum)
The greatest riser height within any flight of
stairs shall not cxcccd the samllest by more
than 3/8". Stair treads shall be of uniform size
and shape, except the largest tread run within
any flight of stairs shall not exceed the smallest
by more than 3/8 inch.
1 NOSINCR —rwl..r 3/4" MAX t'/rf"
Handrails
1
1
One required (two required if stair is open on
sides) 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 Required if 30" or more above grade.
1 Height (36" high at landings - handrail height
at steps).
1 Openings (small enough that a 4" diameter
sphcrc can not pass through).
ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL
v:ly .kl:;3?Ii1'+.Its IIII IIf.A! il
llll
rilil_
tf qi
HAN a
AIRS
HANDRAIL
-.-..n..-..,:.n!i
@lip✓[:
a::a.!:� �
.w :NI?.LI).nln
WALL
NO.T ACCEPTABLE
THE HANDRAIL DETAIL SHQWN HERE DOES NOT COMPLY WITH
THE -CONTINUOUS TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
1v.
MIN
NOTACCEPTABLE NOT ACCEPTABLE
tote that while every effort is made to assure the accruacy of the information con ained 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. - .
2) U5 rebar
o extend 24
.aches 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
L<2'(0.61 m)
I H
WALL REINFORCEMENT
AS REQUIRED
SEE TABLE R611.7(2),
R611.7(3), R611.7(6),
R611.7(9) OR R611 7(10)
For SI: 1 inch = 25.4 mm.
NOTE: Section cut through flat wall.
b
2
2
z
2
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
E
o 1
t A I
- LINTEL -
- -- a
24_
0.6 m
L>_2'(0.61m) 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-
[4-T-1
•E1
MEI
ME1
01
EMI
EMI
ME1
I•1
01
•.I
EMI
01
01
••1
01
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®
WALL CONSTRUCTION
R611.7.1.3 Horizontal steel. Concrete walls with a
minimum thickness of 4 inches (102 rum) 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 DI 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 comers 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 DI and D2, each end of all horizontal reinforce-
ment shall terminate with a standard hook or lap splice.
R611.7.1.4 Lap Splices. Where lap splicing of vertical
or horizontal reinforcing steel is necessary, the lap
splice shall be in accordance with Figure R611.7.1.4
and a minimum of 40db, where db is the diameter of the
smaller bar. The maximum distance between
noncontact parallel bars at a lap splice shall not exceed
8db.
R611.7.1.5 Standard hook. Where the free end of a re-
inforcing bar is required to have a standard hook, the
hook shall be a 180-degree bend plus 4db extension but
not less than 21/2 inches, or a 90-degree bend plus 12db
extension.
R611.7.2 Wall openings. Wall openings shall have a mini-
mum of 8 inches (203 mm) of depth of concrete for flat and
waffle -grid ICF walls and 12 inches (305 mm) for
screen -grid walls over the length of the opening. When the
depth of concrete above the opening is less than 12 inches
for flat or waffle -grid walls, lintels in accordance with Sec-
tion R611 7 3 shall be provided. Reinforcement around
openings shall be provided in accordance with Table
R611.7(1) and Figure R611.7(2). All reinforcement placed
horizontally above or below an opening shall extend a mini-
mum of 24 inches (610 mm) beyond the limits of the open-
ing. Wall opening reinforcement shall be provided in
addition to the reinforcement required by Sections R611.3,
R611.4, R611.5 and 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 '/Z inch (12.7 ram) diameter
anchor bolts spaced a maximum of 24 inches (610 mm) on
center. The bolts shall be embedded into the concrete a mini-
mum of 4 inches (102 mm) and have a minimum of 11/2 (38
mm) inches of concrete cover to the face of the wall.
Exception: The 2-inch by 4-inch plate is not required
where the wall is formed to provide solid concrete
around the perimeter of the opening with a minimum
depth of 4 inches (102 mm) for the full thickness of the
wall.
R611.7.3 Lintels.
R611.7.3.1 General requirements. Lintels shall be
provided over all openings greater than or equal to 2 feet
(610 mm) in width. Lintels for flat ICF walls shall be
constructed in accordance with Figure R611.7(3) and
Table R611.7(2) or R611.7(3). Lintels for waffle -grid
ICF walls shall be constructed in accordance with Fig-
ure R611.7(4) or Figure R611.7(5) and Table R611.7(4)
or R611.7(5). Lintels for screen -grid ICF walls shall be
constructed in accordance with Figure R611.7(6) or
Figure R611.7(7). Lintel construction in accordance
with Figure R611.7(3) shall be permitted to be used
with waffle -grid and screen -grid ICF wall construction.
Lintel depths are permitted to be increased by the height
of the ICF wall located directly above the opening, pro-
vided that the lintel depth spans the entire length of the
opening.
TABLE R611.7(1
MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
WALL TYPE AND
OPENING WIDTH (L) (feet)
MINIMUM HORIZONTAL
OPENING REINFORCEMENT
MINIMUM VERTICAL
OPENING REINFORCEMENT
Flat, Waffle-, and
Screen -Grid:
L < 2(0.61)
None required
None required
Flat, Waffle-, and
Screen -Grid:
>_ 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 winds speeds greater than 110 mph (177 kmThr),
townhouses in Seismic Designate o C, or all buildings in
Seismic Design Categories D, and Dr, 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 ICP manufacturer's tables based on engineering analysis in accordance with ACI 318.
172
2003 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
TABLE R611.7(2)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD -BEARING WALLSa,b,c,d,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)
j 4-5
(0-10)
4-6
(0-10)
4-0
(0-8)
16
7 11
(2-9)
6-5
(1-9)
6-0
(1-6)
5-3
(1-2)
5-4
(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
(1-10)
6-9
(1-11)
6-1
(1-6)
5.5
8
5-2
(1-10)
4-2
(1-2)
3-10
(1-0)
3-5
(0-9)
3-5
(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
(5-5)
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)
:r
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
(1-5)
3-6
(1-5)
3-2
(1-2)
12
6-7
(5-0)
5-5
(3-4)
5-0
(3-0)
4-5
(2-4)
4-6
(2-5)
4-1
(1-1I)
16
7-8
(6-9)
6-4
(4-7)
5-11
(4-2)
5 3 '
(3-3)
5-4
(3-4)
4-10
(2-8)
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 IcN/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
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
Max.
height
10'
Fasten sheathing to header with
8d common nails in 3" grid
pattern as shown and 3" o.c. in
all framing (studs and sills) typ.
Top plate
continuity is
required per
R602.3.2
1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
If panel splice is needed it shall
occur within 24" of mid -height.
Blocking is not required.
14' Min. width based on 6:1
14 height -to -width ratio: For
example:16" min. for 8' height
Braced wall
segment per
R602.10.5
Anchor bolt per R403.1.6
Typ.
0.0
Foundation per code
44.0
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@3"o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
WALL CONSTRUCTION
TABLE R611.7(3)
MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD -BEARING WALLS54',o,d,f
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
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
(1-7)
20
10-11
(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) 1
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
(1-5)
4-3
(1-1)
4-3
(1-1)
3-10
(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
10 l0
(6-10)
8-11
(4-8)
8-4
(4-2)
7-4
(3-3)
7-6
(3-4)
6-9
(2-9)
',411-10
(8-2)
9-10
(5-8)
9-2
(5-1)
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)
4-3
(1-5)
9 4
(1-5)
3-11
(1-2)
12
8-2
(5-0)
6-8
(3-4)
6-2
(3-0)
5-6
(2-4)
5-7
(2-5)
5-0
(1-11)
16
9-6
(6-9)
7-11
. (4-7)
7-4
(4-2) -
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, 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: 71240.
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 d2 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.
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2003 INTERNATIONAL RESIDENTIAL CODE®