1995, 03-29 Permit App: 95001826 Shop/Barn VP
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rk..! PROJECT NUMBER= 95001826 APPLICATION DATE= 03/29/95 PAGE= 01
.
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 5014 N KELLER RD PARCEL#= 46344 . 0814
ADDRESS= SPOKANE WA 99216
PERMIT USE= SHOP/BARN
PLAT#= 002861 PLAT NAME= WEST FARMS IRRIGATED TR. PLAT #
BLOCK= LOT= ZONE= UR 3 . 5 DIST#= H
AREA= F/A= WIDTH= 125 DEPTH= 375 R/W= 35
# OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = UNKNOWN
OWNER= ORR, WILLIAM PHONE= 509 928 7544
STREET= 5014 N KELLER RD
ADDRESS= SPOKANE WA 99216
CONTACT NAME= ANDY HILL PHONE NUMBER= 208 773 2563
BUILDING SETBACKS: FRONT= 150 LEFT= 80 RIGHT= 15 REAR= 185
****************************** REVIEW INFORMATION *****************************
DEPARTMENT REVIEW REQUIREMENT
BUILDING PLAN REVIEW REQUIRED 0/}VOR P---(204.AA..)
COMMENTS: 40 r
----gBUILDING SETBACK REVIEW REQUIRED 21,th fsikt. ,O 3-.2.9-5S—
COMMENTS:
-. '1-..c'SCOMMENTS:
HEALTHDIST INC�j I OT COVERAGE
COMMENTS: ` /„ll
.._ .2'
****************** *********** BUILDING PERMIT *******************************
CONTRACTOR= COOK' S INC PHONE= 208 773 2563
STREET= 2455 W HIGHWAY 53
ADDRESS= POST FALLS ID 83854
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 12 STORIES= 1
BLDG W X D = 30 X 40 SQ FT= 1200 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
SHOP M-1 VN 1200 14400. 00
PROJECT NUMBER= 95001826 APPLICATION DATE= 03/29/95 PAGE= 02
ITEM DESCRIPTION QUANTITY FEE AMOUNT
RESIDENTIAL VALUATION Y 162 . 00
STATE SURCHARGE Y 4 .50
RESIDENTIAL SURCHARGE Y 29. 16
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 195 . 66 . 00 195 . 66
195 . 66 . 00 195 . 66
PROCESSED BY: DAWN DOMPIER
PRINTED BY: DAWN DOMPIER
******************************** THANK YOU ************************************
APPLICATION WORKSHEET I /q/a_
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General Information y .
Job addressSO� � ✓1/ Kit•. Parcel number / . 08./z /
Owner tO 7 1/ Orr\ • , 1 J 07-9ait�tine- �J 7 .
Mailit,ing Vgaddress O ,] k uPr •
City / L C t' Gra%ty+Grl., 99C9/‘.. -14107
Site Information 14
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vWater
District Number e
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Project Information y
Pernut Use New I
Addition I Remodel I Gunge of me II
L i'l., �ft.6 tg t,f)
Building Information 11
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Dwelling units Occupant bad Building height t - Stores /
/a
Building dim �� /ray® totalsg�spay;O1 3 React parting I Handicap parking Spnakiersystem I C:ttt�►Material
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earn footage breakdown Heating and inselation information (R.—values)
Mani i oor Uncovered/covered deck Heat source
Second ll r f Uglier that ceding Vaulted ceiling Above grade wall
FTuusbed basement tielow grade wall Hoot Slab on grade
Unlmisbed basementUoor(u—value) Window Furnace elriceocy
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Garage
Fotal window area 914 of Door area
_84210 1
Contractor Information`
Lituldinvontra fornumbing contractor 1
Ixe(r��e _ _s Sex, - f ate•-773-ds-6x1
`J� "T ISO OF ?bone License number Phone
Mailing add[ address
addre
t:iita�g L �f'�p�J •
�n r(/ Gly,stale.Lp '
Fa tIj 1 bR 10 • S30�7 f �Otber/Lender
Heating contractor
License number Phone License number ?hone
'Mailing,address Maung address
city,state,rap city,stale.rap
PROJECT CONTACT (''/J At, . 14,1/ PHONE a
P -773-a�
Spokane County Division of Buildings
1026 West Broadway Ave •Spokane,Wa 99260 "(509) 456-3675
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REGISTERED AS PROVIDED BY,LAW AS AF
414"Y OW mt, P P(P90941RATe ,
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CDC)a'S INC`
W' 2455 HWY 53
POST FALLS ID 83854
�- -SIGNATURE '411111111‘.
ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES
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(208) 773-2563
1-800-634-4914
• LICENSED-BONGED
MARSHALL,.C. (208)773-2563
W.2455 Hwy 53 1-800-634-4914
Post Falls,ID 83854 FAX 1-208-773-5978
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Owners Name t i(a 'y . Off. Phone Phone 77 q �/
Job Address A), �0ill t'eil� glCity irk*YW_' County State i� 1►�loti ip 9c9 —/ i�7
Mail Address City County State :_J1_Zip
LEGAL DESCRIPTION&PARCEL NUMBER DIRECTIONS TO JOB
1+-'ef- r4 u1s Z•ftrk. i mals i'ib-f.q Al , ie2S- l+ of ice- 3,3s.Ff -rI. 117
Parcel# 14C, 44 ' 1 e 51-ea, -to �'el.Q �1'I lit fT- Lied,
Location of Building S�'f, pi.. ..._,r , V /
Front of Building Facing e t.it, I? P c�•' e l , s" I -
NOTE: The maximum height of a sidewal sliding door is one foot less
than eave height.(minimum) 81t lia. &' '-
All doors are factory Primered(not painted).All dirt from post holes is owners
responsibility to remove.
SPECIAL NOTE) All Surplus Material is Property of Contractor not Customer. Owner Responsible for Utility Locates.
- 1• / 1. Power supplied By: 1.6
I • v 2. Distance to Power. of
f/• t 3. Final Grading By: s e-"tk.r4i, 7c• Stp iV F,' f
,0 . r.4. Jackhammer,if needed will b charged at 25.00/hr/man.including travel
time plus rental of jackhammer. Payable to COOICs Inc.upon completion.
A •. Backhoe,if needed,will be paid by owner directly to excavator selected m7 --
i by owner. <f�
• I! yr. Dynamiting,if needed will be paid by owner directly to Dynamiter selected CD
by owner. /5 Ix
7. Post concrete supplied by: !G
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Side Wail .11
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mfiGable End
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K------ Caution: Concrete floors may crack in varying degrees for
Shed End N any number of reasons,therefore,Cooks will not be respon-
$hed Side sible for cracks in concrete floors. However, we do use
materials from reputable companies,also surface levels may
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'. vary and therefore are not guaranteed.
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Job Truss Truss Type Oty Ply
PN917-93 AG-30 6 1 Cooks,inc. '011itson"
Cd'A Builders Supply 2.100 s MiTek Industries,Inc. Mon Nov 08 14:20:02 1993 Page 1
8.1.14 15.0.0 21.10-2I 30.0-0
I I 8-1-14
8-1�11 6-I0-2 6-10.2
5x8
3
4.00017 2x4 !!!! 2x4
2� 4
cD
5x12 .` / 5x12
r HS
�I III �I
o -1- 8 7 6 5
3x7 8x8 3x7 3z9
3x9
10.5.4 19-6.12I 30-0.0
I I
10 5 4 9-1.8 10 5-4
Plate Offsets(Left,Top): 8:3.0.1.5,6:4.0,1.5
LOADING(psi) SPACING 5-0-0 CSI DEFL (in) (Ioc) Vdefl PLATES GRIP
TCLL 40.0 Plates Increase 1.15 TC 0.97 Vert(LL) 0.53 6 669 M20(20ga) 149/110
TCDL 5.0 Lumber Increase 1.15 BC 0.78 Vert(TL) 0.55 8/6 640
BCLL 0.0 Rep Stress Ina NO WB 0.69 Horz(TL) 0.18 5 n/a
BCDL 1.0 Code UBC Min Length/LL deft=240 Weight:113(lbs)
LUMBER BRACING
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD 24.0 inches on center
BOT CHORD 2 X 6 SPF 1650F 1.5E puffin spacing.
WEBS 2 X 4 DF Stud BOT CHORD Rigid ceiling directly
applied,or 10-00-00 on
center bracing.
REACTIONS (lbs/size) 1=3393/0-6-0,5=3393/0-6-0
FORCES
TOP CHORD 1-2=-7559,2-3=-6428,3-4.6428,4-5=-7559
BOT CHORD 5-6=7139,6-7=4961,7-8=4961, 1-8=7139
WEBS 2-8=-1593,3-8=1693,3-6=1693.4-6=-1593
NOTES
1)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load
to be added to the bottom chord.
LOAD CASE(S) Standard