1999, 11-04 Permit App: 99010734 Barn Project Number: 99010734 Inv: 1 Application Date: 11/04/19 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
Permit Use: BARN(20 X 20 X 10) Contact: MULARCHUK,PETE
Address: 15519 E 16TH AVE
Setbacks:Front NA Left: 5 Right: NA Rear: NA C-S-Z VERADALE,WA 99037
Phone: (509)928-2944
Site Information:
Plat Key: 002316 Name: ROTCHFORD ACRE TRACTS District: F
Parcel Number: 45243.0320
SiteAddress: 15519 E 16TH AVE Owner:Name: MULARCHUK,PETE
VERADALE,WA 99037 Address: 15519 E 16TH AVE
Location::VER VERADALE,WA 99037
Zoning: SR-1 Suburban Residential 1
Water District: Hold: ❑
Area: 1,000.00 Acres Width: 150 Depth: 300 Right Of Way(ft): 60
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review In formation:
Department Review
BUILDING Site Plan Review ]/7 /4��1
Comments:
BUILDING Plan Review / Mr`
o r�, ents:
4 Ike
vv
ALTH 1 .T' is System vi /,5=-e7
Comments: //Of
Permits:
Project Number: 99010734 Inv: 1 AppliCation4 Date: 11/04/19 Page 2 of 2
THIS IS rNOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: A-1 PRO BUILDERS Firm: A-1 PRO BUILDERS
Address: 7520 MT CARROL Phone: (000)000-0000
DALTON GARDENS,ID 83815
Building Characteristics
Const Category: New
Nbr Of Dwellings: Occupant Load: Building Height: 14 Stories: 1
Bldg W x D: 20 x 20 Building Sq Ft: 400 Sprinklers: ❑
Req Parking: Handicap Parking: Critical Materials: ❑
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
BARN U-1 VN 400 $4,800.00 400 $4,800.00
Totals: 400 $4,800.00 400 $4,800.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL VALUATION 1 Y OR BLANK $100.50
STATE SURCHARGE 1 Y OR BLANK $4.50
RESIDENTIAL SURCHARGE 1 Y OR BLANK $22.11
Permit Total Fees: $127.11
Payment Summary:
Operator: JAS Printed By: JAS Print Date: 11/04/1999
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $127.11 $127.11 $0.00 $127.11
$127.11 $127.11 $0.00 $127.11
Notes:
APPLICATION INFORMATION
'What is the JOB SITE address? L ASSESSOR'S tax parcel number?
E: /5-51 r lC 71 d� e,04
Legal description as it appears on the property eed
OWNER or OCCUPANT Phone
P ei/la-v-c-itu Ic 502 1-2 -z99 '
Mailing address f / City,state Zip
Er ( css.1G %/a !/r0 /JJc
Who should we contact regarding this project? Phone
. .e_ ,6e-ii
What work is being done under this permit?
/S /e_ bTV
Lone Inspector district Property size Right of way width
a
ilii >
Water district
4 G
1 0
D >
4
Building Building height ,,/,
t! #of stories /
CJ /
Contractor Dimensions TOTAL SQUARE FOOTAGE
if / 40 gur1d ` x-7-4 {>c-16 '70"-O
WA State Contractor license# Main floor area Unfinished basement area
6 / PPO B— 0/ 7.
Mailing address 2nd floor area Finished basement area
6 6' s'e?) Co 0-,17c. GO 0,./ /..e;e16)c .6,- . ,I.,,-----/4 ,,t//4- .
Architect/EngineerGarage area A Size of decks etc. -
D el-t.� UUct-wk. G��c�e p>c.. 4 ,/4
What is the heat source? , / What is the cost of your project?.4 �--.0_0_0 _.
Manufactured Home Sign
Width: Length: What is the square footage of How high is the sign?
the sign face?
Year: ke:
Installer e Contractor
V/
Wa State Cons actor licens # Wa State Contractor license#
Mailing address Mailing address
Relocation Fire Safety
Previous address Fire Sprinkler _ Tent
A/ iz......__ Paint booth_ Fire Alarm _ Fireworks display _
m
VALUE
Contractor Contractor
WA State Contractor license# WA State Contrac r license#
Mailing address Mailing address
Fuel Storage Tanks Swimming Pool
(Circle one) Above-ground Underground Size/gallons Private
Contents of tank(s) Size/gallons
Public/semi-private
ContractorContractor
Wa State Contractor licens WA State Contra r Ii se#
Mailing address Mailing address
COMPLETE ALL APPLICABLE INFORMATION
Spokane County does not discriminate on the basis of disability in the admission to, or treatment or employment in, its programs or activities.
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Site Plan
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ThIC Cita plan -t�ais s�l # 'c. e ' ,p��rposP
r,hiaining a 1-1 ;9in -}hrnrit.3rd ii9 a tr 1R aid cJrre+;t t 7)(17
representat on of the proposal.A I known orogerty , , , , , . Shed 7
Iinss/dimens ions,cur)lints,s:ructires and eas;mel is
have been denlified.Also indicated ere wetlaids, 1......_-r--..
bodes of w ter,steep sl Dpe4 or the crit cal areas. of
1)E1.f.:._---_ (A g_q_ ___--_ ti VP
1111.110 v5e
EMENNEllffirl 20 411
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INCLUDE THE FOLLOWING:
❑ All roadways, driveways & easments 0 Underground utilities
❑ Distances from center of roads, right of ways, 0 North arrow
private roads & property lines 0 Septic tanks & wells
O All existing & proposed buildings
� fit . � ti.`.� 4 11r1a tYt ;en ,,�1���ttrt I _ ,,
i A. ado �Y? r I,/!.`t ;<�I
12427 A IO'JEENnosT 4 1.1,. •
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++nderson Cornponen,s,Coeur a'Aitme,,0 03614 4.-32 x Ag 9 1999 MiTex tedt;s;riss,.
10A.0 .2,g. c
Sae=;12.
7-2-3 2.9.13 , 2.4.14 7..t-3
a
zo,! _�-"'JJ _`-.`~:, ani
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6.
74.4 8x4 a
204-0
10.0.0 104-0
Pico Offsets Ocr)1±6: Q,0-e-83 — _--_.r --
Lr3)A®ING(pst) ! SPACING 5-04 CSI DE1'L (int) (neWen.n FILATES GRIP
TCU. X.0 Pas faerttase 1,15 TC 0.68 Vert(IL) -0 19 15 >959 MZO 2201195
TCIDL 7.0 1 .umber incrcase 1,15 61C 0.72 Vint(TL) -027 14 >380
BOLL C,0 N fie;a Stress hag NO r NE 0.45 1 Hora(TL) 0.07 S nil
ACC. 3.d mode ut3CJANSMS y 1 Rat LC tL Mcn L'de1>d 240 We`ghi.100 .,_
1.064BER 131ZAclNe
Top CHH br 2 X 6 DF•Nt 4 .1/Ne.2 TOP CHORD 240 On seller pwQin spacing($1.5 max.).
t3C17 CHORD 2 X 6 DP 1650x-1.5E SOT CHORD 140-0 on Denier bracing.
WEBS 2.X 4 OF Stud
REACTICNS(fb/siZe) 11371/ 4-8,fle419T1/05.5
Mu Phare 1=12(ts,ad case 3)
Ma tkpifRl=-d9htae4 Pose 3",5 -49(toad case 4)
FOrZL.teS(ib)-First Wag Case Crary
TOP CRE 1-2,..9.992.2 -304C,3-4r-301C,46,-3882
BOT cm.-.)n 1.43669,$ 3G6.9
vvea.v %45992,3-$'1359,4•$.992
NATES
1)This trygs has been designed for the wind!nada generated oy 70 mph winds al 18 h tabor*g,•ound loyal,using 5.0 ptrf top chord
dealt Toad and 3.0 ps/bob eDord tread kohl,100 mt from tarn ne oceanline,on an occupancy category rv,condition it pudiaRy
sroloeed Loading,o dfine+nsiorrs 45 R by 24 ft with exposure 5 ASCE 743'pot U5C/41.13195 tf end verkals or cantilevers coast.
they are exposed to wind. a porches eeiat,ahoy are not exposed to wind. rhe lumber Oct.o,.errea64 is 1.33,inti the plats grip
increase N 1.33 .
id 2)Thar hotlorn ebent OM Itad shown is sufficient Dally to cover the ingot weight ttsaK and does not shoo for any addir3nal toad tube
11 etrdcd to the bottom chord, °N. k -
3).ti plates or.hrt20 plate uniese rise ind>caled.
4)This bust.Inas been designed kr a 10,0 Int bottom chord two and rronconcurrara with any other live toads per Table rvo.1e.21,
Jf,C-"r '6491 iet
-
S;Provide fnactaaaicst ocnr:ectlan gni others)of truss tc bearing plate c apabia of vr'thatending 49 Ila uplift et jetnt 1 Stn/4916 uplift at
jcir t 5, , 44T ' 0.1::-,
_:
e,This truly ha:Won dasi9ned with ANSL'TPI 1.1995 crittaia. .e►
Standard '`
ALOs
ExPiRe$ 1219-0D
-1 Gvt00er 27:1999
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ri.er,.Ell'lyeifW el his ovv..,f eavct+.c i n;:rs 000a,1 iffy of ht buadnQ deslpner wor Aene r'xdoaroe rc,h+dr:g
top,kion,yuyirty contend. emcee,detwey,rr ,villor.cod tlel/eng_consdil b5T-$S 0uelity S scmdald,CS8 119®rsttno
vcifforrian.,r:'me M18.41 Henning InsWtYn9 c'm4 CrNng hcca�..netelallun a.,alsbte.!orn Tuan Plate 4'wtltvte.MCI. MITIk In4Yetrtli,Inc.
runic G,..4.Matrix;.-;Wt 0719