1998, 11-05 Permit App: 98011275 Pole BldgProject Number: 98011275 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/5/98 Page 1 of 2
Project Information:
t........,ttx...., z..:.c'c.•c.�ttxc.„:,xs�.vxttxrttm�e�uxxac:x:.^.ttaxc:.:xx:.'c>xttxttacaxxmxz:zn:.xe'::xcxxxxx'aaam.�z'axexrx:�,;.,�acr.�:xs'�r'�z
Permit Use: 24 X 40 POLE BUILDING
Site Information:
Setbacks: Front 30+ Left: 8 Right: 20+ Rear: 9
Contact: WALSH, MICHAEL A & DEB
Address: 15715 E HEROY AVE
C - S - Z SPOICANE, WA 99216-1507
Phone: (509) 926-7419
.....a'aal>.;:oShatanY>:.o:N.a`?::?:A:Y::\`YAYi9: 0.di::JSa:..:Y.lom..hA:::xaJA:.:k:%laR'Ax o. R:::W`::::`n"...:::x$S.b x<ra:,:ewY:::a:'M!Y'# a
Plat Key: 000000 Name: UNKNOWN
District: H
Parcel Number: 45012.1114
SiteAddress: 15715 E HEROY AVE
Spokane, WA USA 99216
Location:: SPO
Owner: Name: WALSH, MICHAEL A & DEBO
Address: 15715 E HEROY AVE
SPOICANE, WA 99216-1507
Zoning: UR 3.5 Urban Residential 3.5
Water District: 999 UNKNOWN Hold: ❑
Area: 16,740 Sq Ft Width: 104 Depth: 139 Right Of Way (ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: ......,,.,..,.>.>..>. >> t.aK .Y t.,a r' rye >, .:r„x w>,u.. i't a':;;W.' :::•<:'w>., s>:c>r: z .;>. L:a-; SiaM�' tc >;r.:':::b,?t
Department Review
BUILDING Site Plan Review
Comments:
BUILDING
Plan Review
E APAGK LAr.
Continents: [) S l (/
Em LI pa_
HEALTHDISTRICT
Permits:
Comments:
c}n
Septic System Review
<Oi<Saativix i!>"nWk`:s:' riSSJ('.`t'<i. :.in0. 0, 5MS
�tt
Project Number: 98011275 Inv: 1
- Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 11/5/98 Page 2 of 2
Contractor: OWNER
Address: 0
000000,00 000000
Building Permit
Finn: OWNER
Phone: (000) 000-0000
Building Characteristics
Const Category: New
Nbr Of Dwellings: 1 Occupant Load:
Bldg W x D: 24 x 40 Building Sq Ft:
Req Parking: 0 Handicap Parking:
Description G_pr Type Notes
GARAGE U-1 VN
Item Description •
RESIDENTIAL VALUATION
STATE SURCHARGE
RESIDENTIAL SURCHARGE
Payment Summary:
Operator: RMB
Permit Type
Building Permit
0 Building Height: 14
960 Sprinklers: E
0 Critical Materials: ❑
This Application:
Sq Ft Valuation
960 $11,520.00
Totals: 960 $11,520.00
Units Unit Desc
1
1
1
Y OR BLANK
Y OR BLANK
Y OR BLANK
Permit Total Fees:
Stories: 1
Total Project:
Sq Ft Valuation
960 $11,520.00
960 $11,520.00
Fee Amount
$188.00
$4.50
$41.36
$233.86
dM MMUMUM a l ay.tM a.sazti
Printed By: RMB Print Date:
Fee Amount Invoice Amount
$233.86 $233.86
$233.86 $233.86
11/5/98
Amount Paid Amount Owing
$0.00 $233.86
$0.00 $233.86
Notes:'AWOM x:53�e''ffi::•"`R`SOMMO« x F.:.,. :nnrAf Mme
`1i/04/98 15:05 MM
11/04/98 11:57 12609 921 5689
Post Frame Building Schedules
Mike Walsh
15715 East Heroy
Spokane
Spokane County, WA
Building Span : 24'
Building Length : 40'
Eave Height : 10'
Roof Pitch : 4/12
Average Roof Height: 12'
NOTE : Building is designed
Sidewall Column Spacing
NOTE : Overhead Door in 16'
NOTE : 3' entry door in 10'
Sidewall Column Grade
Column Depth
Column Hole Diameter
Minimum Endwall Steel
NOTE : Requires a Concrete
Endwall Column Spacing
Endwall Column Grade
Eave Girts ( 16'7" bays )
( 10'8.5" bays )
( 2'8.5" bays )
Ridge Purlins
Fascia Board
Wall Girts ( 22-1/2" BETWEEN
Roof Purlins ( 16'7" bays )
( 509 ) 921-7321
"'MUD S'1'ELL yfLOG
Prepared For:
Design per. 1997 UBC
Seismic Zone: 2B
Roof Load ( Snow )
Roof Dead Load
Ceiling Dead Load
Wind Load : 75 mph
Soil : 2000 /
Enclosed Structure
: 30 psf
3.3 psf
: 1 psf
Exposure B
200
to support 1'6" overhang on the rig t .id
2'8.5"-16'7"-10'8.5"-10'
7" bay ( front )
bay ( front )
: 6 x 4 Rough Hem -Fir 42
: 30" ( Minimum )
: 16" ( Minimum )
7'3"
Floor -- See DTL 1/A-2
12'
: 6 x 4 Rough Hem -Fir 02
10'8.5" bays ) :
10' bays )
2'8.5" bays )
Interior Truss to Column
Endwall Truss to Corner Column
2x6x15" End Truss Bearing Block
2 x
2 x
2 x
2 x
2 x
2 x
2 x
6
5
5
4
4
5
5
5
2100f -1.8E MSR
M-19 1.6E MEL
M-10 1.2E MEL
2100f -1.8E MSR
2100f -1.8E MSR
M-10 1.2E MEL
M-19 1.6E MEL
2 x M-10 1.2E MEL
6 x 2 1650f -1.5E MSR ( Commercial Girts )
2 x 6 2400f -2.0E MSR @ 24" oc
Purlin End split limited to 4.125"
2 x 5 M-19 1.6E MEL @ 24" oc
2 x 5 M-10 1.2E MEL @ 24" oc
2 x 4 2100f -1.8E MSR @ 24" oc
p.001
uui V
front )
rear )
2'8.5" bays )
10'8.5" bays )
16'7" bays )
: 2 - 50d
6 - l0d
: 26 - 10d
Threaded Hardened
commons
commons
WARNING : Added insulation, coiling materials, lighting and HVAC ecuipment
or other loads imposed upon the roof system BEYOND those stated above will
reduce the overall capacity of the structure and its ability to resist the
required design snow loads.
.674 P001
c►
T
10/30/98 15:58
Job Name: WALSH, 15715 E HEROY
PEG X -ILC 1ETCf
, 1 0- 2- 2 5136
2 23- 9-14 4288
Truss ID: T-1 Qty:
4 Drwg: C098303064-001
SIP '0 ROP Qt i 2x6 hF 1650F-1.58
4.25" 4.03" 671 CIEVD 2x5 SW 14-10 CAM.
4.25" 3.36" 4E3 26 FL A3
Innis- shear allo..ables are per NS -91.
LIC SIVA MAD LESIGN CRIMEA:
Ri 43 FS?, Ca - .7, I = 1.0
2 -ELY! Nail int: 103 -3/ft DC- 2/ft SEES- 2/ft
1 This trams is designed using the
U9C Clack.
Il1dg Enciceed = Yes, End Zan = No
Raxicae/Oast lar= = Lb , Dep category 8
Nl40.00ft, Bldg Width = 24.O0ft,
earayj� lief lrigit = 12.25ft, MPH = 75
bat R2 CSI r1- a' -i ficdtihh = 1, Aad Irani = 4.0 pef
4-7 -3939 .81
4C KRIS AXL Hi) 6I
1 -9801 .07 .40 .48
2 -6930 .02 .51 .54
3 -6930 .02 .51 .54
4 -9801 .07 .40 .48
1C IIIA AXL ffD CSI
1 9037 .73 .11 .84
2 9037 .73
WEB RICE 6I
2-7 -3939 Al
3-7 2158 .51
FPX LEFLECRICN (m,) :
L/732 WHIM 7-8 (LIVE)
IF -.38" L< -.05" 'I -.44"
Joist Laatias mono
1 0- 0- 0 5 24- 0- 0
2 6- 6- 6 6 0- 0- 0
3 12- 0- 0 7 12- 0- 0
4 17- 5-10 8 24- 0- 0
•
PLIES- MAY NOT BE SEPARATED!
6-6-6
6-6-6
12-0-0
I11
2 -FLYS
REQUIRED
2
4.00
Plating spec : FFSIfl'I - 1995
nxs DISICN IS TF£ R1ALCSrit RF4TT OF
1411.112E IDAD CFSES.
ELME V/LLES FER ICBD RESEARCH RNI:RT #'1607.
Loaded for 10 INF narccnarcrent Ft17
3:4 SIRN3i"ac" brace attached with ion (2)
16d nails to each piece :dere irdirated.
SIR10EACIR c ndsts of 241's in the form
of an 'Z" fastani thither with 101 nails
at 8 irides O.C.
5-5-10
12-0-0
13
5-5-10
17-5-10
12-0-1)
4
6.6-6
This design lased cn chard bracing mal led
per the Y►Ilaviag cantle:
nmc o. c. Pratt to
RC 32.0" D- 0- 0 24- 0- 0
BC 120.0" 0- 0- 0 24- 0- 0
UFL13T Focflal(S)
at port 1 -845#
ant 2 -138114
24-0-0
5 '
3-4
4-11-13
4.10 SHIP
1-6-0 1
24-0-0
6
7
12-1 -0
12-0-0
Truswal Systems Plates are 20 ga. unless shown by "18•(18 ga.) or
"H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are positioned as shown above.
8
12-0-0
24-0-0
10/30/98
Scale: 3/16" = 1•
delgitis
APEX TRUSS
4
Inc.
TRIIIWAL SYSTEMS
4445 Nonbpuk Br.. Colo Spring. CO 800907
Tp5.0 Version 09.30.98
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
This design is for an individual building component It has been based on specifications provided by rhe component manufacturer and done in
accordance with the current venies of TPI and AFPA design standards. ;lo responsibility Is assumed for diinmsietal accuracy. Dimensions are tube
verified by the component manufacturer and/or building destgner prior to fabrication. The budding designer shall ascctam tat the loads utilized on
this design meet or exceed the loading imposed by the loot building code. II R assumed that the top chord h laterally braced by 11: roof or Roar
sheathing and the bosom chord is bserally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shown b for hteml
suppon of components members ally to reduce buckling length. This component shall not be pbccd in any environment slut will cause the moisture
'anent of the wood exceed 19% mtd/or cause connector plate corrosion. Fabricate. handle, install and Ince this truss in accordance with the following
standards:'TRUSCOM MANUAL', by Tnsswal,'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSER' -
(QST -MO. 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (111 B-91) and '1110-91 SUMMARY
SHEET' by TPI. The Truss Plate Institute (PPI) is located at 553 D'Ooofrio Drive, Madison. Wisconsin 53719. The Amesion Forest and Paper
Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036.
TBP: 58.0
Chic:
Dagare )LLC = 9
TC Live 30.0 pelf
TC Dead 3.3 psi
31C Live.0 paf
BC Dead 1.0 pef
TOTAL 34.3 paf
WO: WAISIR4
custmur Name:
MOMB
DorPacs L.1.15 P=1.15
Rep Mbr Bnd 1.00
0.C.Spacing 10- 5- 0
Design Spec DBC
LPfl Patio: 11240 1C: Id240
N
O
0
v
iD
5
Z
TRUSWRL SYSTEMS 4
10/30/98 15:59
Job Name: WALSH, 15715 E HEROY
ER3 X -IID REACT SIZE IT'D
1 0- 3- 0 6738 6.00" 5.28"
2 23- 9- 0 5625 6.00" 4.41"
RC MICE An, IPD 6I
1 -12698 .12 .54 .66
2 -8964 .04 .68 .72
3 -8964 .04 .68 .72
4 -12698 .12 .54 .66
IC I31SE
1 31693
2 11693
ARL 131) CSI
58 10 68
.58 .10 .68
SFE EERIE 6I %8B ECRE 6I
2-7 -5111 .80 4-7 -5111 .80
3-7 2769 .66
SAX IFRSIRIN
81702 IN b£ 4 6-7(acad.
LIVE)
Io -.39" D. -.06" '14 -.45"
Joift Locations
' 1 0- 0- 0 5 24- 0- 0
2 6- 6- 6 6 0- 0- 0
3 12- 0- 0 7 12- 0- 0
4 17- 5-10 8 24- 0- 0
Truss ID: T-2 Qty:
2 Drwg: CO98303064-002
ROP GERD 2x6 IF 1650E -1.5E
33T 0m3 2x5 SW M-19 Can.
NIB 2x3 FL 02
2x3 FL If3 7-3
Furber shear alladables are oar 148-91.
2,81 'St%N3VC(" )sem attadhal with two (2)
16d nails to each piece ochre indicated
SQiK$TOA" consists of 2444's in tie fain
of an "L" fastened toged r with 104 rails
at 8 irri s O.C.
PLIES MAY NOT BE SEPARATED)
41
2-PLYS
REQUIRED
1
6-6-6
6-6-6
12-0-0
2
4.00
Plating spec : MSI/1PI - 1995
THIS /SRN IS 71E G RECST E 1413CLT CP
M12TPIE WAD CT,SES.
ELATE VPIIF9 FEE ICD R3e31414,11 REMO' 01607.
Laa3ed fa- 10 ISF ,m-mun're t (CLL.
IBC gni MAD TOMO QEIIFILTA:
Pg . 43 PSF, Ct = .7, I = 1.0
2 -PLY: Nail w/103 Bat, staggered (IRS -91
Sect. 32) in: TC- 3/ft EC- 2/ft VE/39- 2/ft
5-5-10
12-0-0
13
5-5 10�
17-5-10
12-0-0
4
-a0
6-6-6
24-0-0
s'
This &sigt bash on dad bracfrg applied
per the tolladrg edea' ale:
stmt o.c. from to
RC 32.0" 0- 0- 0 29- 0- 0
EC 120.0" 0- 0- 0 24- 0- 0
L&LIF'1' [E CITCN(S)
egpcat 1-110'lu"
aunt 2 -1817'
This Laws is thsigned using' de
(BC I)+1-=.
"nag Erelesed - yen, End Zae = Flo
Ihrricane/Ccean Lire = No, Exp = B
Blcy 40.00ft, Bldg Width = 21.00ft,
Meas roof ieigtC = 12.25ft, MSI - 75
(Ta='ificatiaa = 1, Dead ISI - 4.0 pof
i-6-0
6
24-0-0
7
12-0-0 t
12-0-0
Truowal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or
"H"(16 ga.), positioned per Joint Report. Circled plates and faise
frame plates are positioned as shown above.
8
12-0-0
24-0-0
Scale: 3/16" = 1'
APEX TRUSS
Inc.
4
TRUSWAL SYSTEMS
4443 Nonhpvk Dr.. Colo Springs. CO 43907
Tp5.0 Version 09.30.98
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
This design is for an individual building component. 11 has been based en specifications provided by the component nuuor cturcr and done in
accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the 'eds utilised on
this design meet or exceed die kuding imposed by the load building tate. 11 is assumed this the lop chord is Luesally braced by the roof or floor
sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bring shown is for lateral
support of components members only to reduce buckling length. The component dull not be placed la any environment Bat will cause the moisture
eontent of the wood exceed 19% and/or cause connector plate conoimn. Fabricate, handle, install and brace this on in aceorihnee with Ne following
standards:' IRUSCO.M MANUAL', by Tmswal,'QUAI-ITY CONTROL STANDARD FOR METAL PLATE 03NNECTED WOOD TRUSSES' -
(QST-88).'HANDLING INSTALLING AND BRACING METAL FIATS CONNECTED WOOD TRUSSES' - (I1IDAUand '11113-91 .SUMMARY
SHEET' by TPI. The Truss Kee Institute (tI'1) is loaned at 513 D'Onnfrin Drive, Madb n, Wisconsin 53719. The American Forest and raper
per
Association (APPA) is located at 1230 Connecticut Ave, NW. Ste 210, Washington, DC 2)136.
TBP: 58.0
CLIC:
Dsgur:
OLC = 9
WO: WALSEM
Cuotmser Name:
MOFffi
TO Live
TC Dead
BC Lion
BC Dead
30.0 pof
3.3 pof
.0 pof
1.0 pof
TOTAL 34.3 pof
DurPacs L-1.15 P=1.15
Rep Mbr 13 d 1.00
0.C.Spacing 13- 8- 0
Design Spec UBC
Len Ratio- (47240 TC: 1-/240
0
CL
TRUSIJRL SYSTEMS 4
10/30/98 15:59
Job Name: WALSH, 15715 E HEROY
EPG X -ILL Id7Cr SI2E
1 0- 2- 0 1555 4.00"
2 12- 0- 0 2548 6.00"
3 23-10- 0 1099 4.00"
TC ThlrE
1 -1431 -1431
2 813
3 813
4 -1431
B FCC E
1 1211
2 1211
AXL
.01
.03
.03
.O1
A#,
.19
.19
aD CSI
.69 .70
.68 .71
.68 .71
.69 .70
H4) CSI
.27 .46
.27 .46
1iEQ'D
2.44"
4.00'
1.72"
6FB RIC CSI 4F13 RICE (SI
2-7 -3886 .93 4-7 -1886 .93
3-7 -993 .45
max =clam (scat) :
11631 PIM 7-8 (LIVE)
Is -.22" Da -.03" 'h -.25"
JO:int Lccatiens
1 0- 0- 0 5 24-0- 0
2 7- 6-10 6 0- 0- 0
3 12- 0- 0 7 12- 0- 0
4 16- 5- 6 8 29- 0- 0
Truss ID: T-3 Qty:
1 Drwg: C098303064-003
TCP CIS 26 IF 1650F-1.SE
BDP 03:120 2x5 SW 14-10 CAN.
Yt8 2Zd FL IL #3
x 3 7-3
Inter shear allaahles are per WS -91.
Locatic.a of interior 1oen± s dnsld lx
clearly marked as each taws.
This truss is designed twiny the
Bldg Itelrta9 = Yes, Frei 2sre = lb
Ha'ruae/6sat Lim = IS ` DeB
Bldg length = 40.00ft, Bloig 4fialt = .0oft,
Mean roof h,igit - 32 25ft MRI 75
Classification = 1, Dead Thad e. 4.0 psf
7-6-10
7-6-10
12-0-0
2
00
Plat' ANSI/TVI - 1995
THIS ➢SL(N LS 1FE a•IICSCIE Palm' ce
• IALIE VALLES PER
IC137
HI{IE VAi16 LFR I11301 i t Ba.L $1607.
Lc i ,1 10 15F ern-mERIA: B7L.
( g 3ISIUSD IFb = CRITERIA:
Pg 43 FSP, tis = 7, I = 1.0
Irbecin lacestgportbe or tots xaaxy duis9 met
loe in place before eztmttrg this rat=a.
4-54-5 6 4-56
12-0-0 16-5-6
•
•
12-0-n
7-6-10
24-0-0
3
4
-4 000
se
This damn based as demi hearing applied
per tie fallowing adsisle:
tax o.c. fron to
1C 24.0" 0- 0- 0 24- 0- 0
EC REPCITC11(SI : o- a o 24- o- o
UPLIFT
a{pert 1 -73#
rapport 2 -824#
support 3 -250#
APEX TRUSS
Inc.
4
TRUSWAL SYSTEMS
4445 NeMprk Dr.. Cob Spray. CO 30097
Tp5.0 Version 09.30.98
1-6-0
6
12-0-0
7
24-11-0
7
12-0-0
12-0-0
Tranvia' Systems Plates are 20 qa. unless shown by "18"(18 ga.) or
"H"(16 a.), positioned per Joint Report. Circled plates and false
frame plates are positioned as shown above.
8
12-0-0
24-0-0
OVER 3 SUPPORTS
10/30/98
Scale: 3/16" . 1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
This design 8 form individual building cornponcal. It has been based on soma -notions presided by the component manufacturer and done In
aecortna with the current versions of TPI and AFPA design nandards. No respaulblliry is assumed for dimensional accuracy. Dimensions are to be
vented by the component manufacturer andlor building designer prior to fabrication. The building designer shall ascenain not 4m loads utilized on
[No design meet or exceed the loading imposed by the local building code. 11 n assumed that the top chord is laterally broad by the roof or floor
sheathing and the bottom chord B btesally braced by a rigid sheathing material directly attached. unless otherwise noted. Bracing shows is for Lateral
suppon of components members only to reduce buckling length. This component shall not be placed h any environment 'has will mum the moisture
conical of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install and brace this truss in accordance with the following
standards:'TRUSCOM MANUAL', by Tnswal,'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' -
(QST-3S).'HANDLING INSTALL NO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - 0110-91) and '1111.1-91 SUMMARY
SHEET' by TPI. The TSS Ph'e ttaimte (TPI) is located at 583 D'Unufrio Dnvc, Madaon. Wscomin 33719. The American Forest awl Paper
A4soclatioa (AFPA) is located at 1230 Connecticut Ave, NW, Ste 200, Washington, DC 2220036.
7BF: 60.0
Dagar:
#LC = 11
WO: WALSRM
Customer Name:
MO` B
TC Live
TC Dead
8C Live
BC Dead
30.0 pee
3.3 psf
.0 psf
1.0 psf
TOTAL 34.3 oaf
DtarFaea L=1.15 P.1.15
Rep lfor End 1.00
0.C.Spacing 5- 0- 0
Design Speo UBC
L fl Ratio- 11240 TC: 11240
APPLICATION INFORMATION
What is the JOB SITE address? ASSESSOR'S tax parcel number? ^; . »i
P/ n ( j I a
/5-7/5 E /--Prue/,' SPol,.�%(,�-� °/9216 `l�lv•rli
Legal description as it appears on the propeRy deed t ^ p
rI A
I
OWNER orOCCUPANT
/%/,Chew/ A A),/5X
Phone - j
50y-9.26-29/?-
Mailing address //
(r�Cittyy, state �j Zip 4: )
Who should we contact regarding this project?
Phone -" I
What work is being done under this permit?
(� II
I o )L h u / )0i//v,
1
I
;
Lone
���""`���""
Inspect or disct
Property size
Right of way width
Water district
Building
Building height
# of stories
Contractor
di (., el80,/d/n/9S
Dimensions
21--iX40
TOTAL SQUARE FOOTAGE
960
WA State Contractor license #
Main floor area
Unfinished basement area
Mailing address
P, O By / 9 0 "tie w-frtnw L, Ge Cvct
2nd floor area
Finished basement area
Architect/Engineer
Garage area
Size of decks, etc.
What is the heat source?
What is the cost of your project?
Manufactured Home
Sign
Width:
Length:
What is the square footage of
the sign face?
How high is the sign?
Year:
Make:
Installer
Contractor
We State Contractor license #
We State Contractor license #
Mailing address
Mailing address
2.
Relocation
Fire Safety
Previous address -
Fire Sprinkler ` ' Tent '
_
Paint booth _ Fire Alarm _
Fireworks display —
VALUE --r .,
Contractor -
Contractor - _ - 1
WA State Contractor license #
WA State Contractor license # - - ,-, c
Mailing address
Mailing address - -
Fuel Storage Tanks
Swimming Pool
(Circle one) Above -ground Underground
Size / gallons
Private • - : -= rd
- it
Contents of tank(s)
Size / gallons
Public/semi-private
Contractor -
Contractor
Wa State Contractor license #
WA State Contractor license #
Mailing address
Mailing address
COMPLETE ALL APPLI
Spokane County does not discriminate on the basis of disability in the admission to, or treatment or employment in, its programa or activities.
1
m
co
d
0
(D
Site Plan
O
czo
a3ing
n> 91 f° m a
N �
INCLUDE THE FOLLOWING:
❑ All roadways, driveways & easments
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❑ Distances from center of roads, right of ways,
private roads & property lines
O All existing & proposed buildings
❑ Underground utilities
❑ North arrow
❑ Septic tanks & wells