2000, 03-28 Permit App 00002120 Pole BarnProject Number: 00002120
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Inv: 1
Project Inform ation:
Permit Use: POLE BARN 40 X 72
Setbacks: Front 140 Left: 20+ Right: 8 Rear: 300
Site Information:
Plat Key: CONV Name: CONVERTED CNTY DATA
Date: 03/28/2000 Page 1 of 2
Contact: RANDY EASTMAN
Address: 4322 S MAMER
C - S - Z: SPOKANE, WA 99206
Phone: (509) 922-3675
Group Name:
Project Name:
District: F
Parcel Number: 55074.1240
Block: Lot:
SiteAddress: 18024 E INDIANA AVE
GREENACRES, WA 99016
Location:: SPO
Zoning: SR-1
Water District:
Suburban Residential 1
Area: 3.00 Acres Width: 180
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Department
BUILDING
Owner: Name: UTECHT, RONALD
Address: 18024 E INDIANA AVE
GREENACRES, WA 99016
Hold: ❑
Depth: 660 Right Of Way (ft): 0
Hold Reasons:
Permit Conditions:
BUILDING
Hold Reasons:
Permit Conditions:
HEALTHDISTRICT
Hold Reasons:
Permit Conditions:
Permits:
Review
Site Plan Review
Plan Review
LD
Septic System Review
By: act_- cdCe
ca-c,
By:
3,a �/� �--
Project Number: 00002120
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Inv: 1
Contractor: BUILDING AMERICA INC
Address: 7610 N FREYA
SPOKANE, WA 99217
Building Characteristics
Const Category: New Group: U-1 Type: VN
Nbr Of Dwellings: 1 Building Height: 18
Bldg W x D: 40 x 72 2880 Sprinklers: ❑
Req Parking: 0 Handicap Parking: 0 Critical Materials:
Occupant Load:
Building Sq Ft:
Description Grp Tvpe Notes
GARAGE U-1 VN
Item Description
RESIDENTIAL VALUATION
STATE SURCHARGE
RESIDENTIAL SURCHARGE
Payment Summary:
Operator: RMB
Permit Type
Building Permit
This Application:
Sq Ft Valuation
2,880 $34,560.00
Totals: 2,880 $34,560.00
Units Unit Desc
1 Y OR BLANK
1 Y OR BLANK
1 Y OR BLANK
Printed By: RMB
Permit Total Fees:
Building Permit
Date: 03/28/2000 Page 2 of 2
Firm: BUILDING AMERICA INC
Phone: (509) 462-0535
Stories: 1
Total Project:
Sa Ft Valuation
2,880 $34,560.00
2,880 $34,560.00
Fee Amount
$442.00
$4.50
$97.24
$543.74
Print Date: 03/28/2000
Fee Amount Invoice Amount
$543.74 $543.74
$543.74 $543.74
Amount Paid
$0.00
Amount Owing
$543.74
$0.00 $543.74
Notes:
MAR-27-2000 MON 04:52 PM ENGINEERING TECHNICAL hAX NU. bUoUU5f((b
r, Uc
1
1
03/27/2000 14:34 FAX 5094620340 BUILDINC AMERICA 14) 2:TS
rust Frame aiding Summary
Randy Eastman
F. 18024 Indiana
Spokane
Spokane County, W5
Lsi)dircg Span
Building Length
Save Height
root Pitch
Average Roof height:
Prepared For:
Design. per 1997 UBC
Seismic Zona: 2E
Roof Load ( Snow) : 30 pr• f
Roof Dead Load: 3.3 psf
40' Ceiling Dead Load: 1 psf
72' Wind Load : 75 mph:
13' Exposure B
4/12 Soil : 2000 / 20O
16'4" Enclosed Structure
r=-- aLaa .-..--..._-==
NOTE : Does plot require a Concrete Floor
Sfciewall Column Spacing : 12'-11'8.5"-12'7"-1t'5"-12'7"-11re.5"
NOTr^^. : Overhead Doors in both 12'7" bays ( right )
h'itawal 1 Co1:sr.11 Spacing : 11' 8 .5"-16' 7 n -11' 9. 5" ( front )
NOTE : Overhead boor in 166'7" bay
. 10' ( rear )
idawall Column Grade
Rtdwell Column Grade
Corder CUls:mn Grade
Indwell Columns Depth
Sidewell Column Depth
Column Hole >3iametor
: 6 x 6 Rough Hem -Fir #1
6 :{ 4 rough Fern: -Fir 47.
: 6 x 4 Rough Hem -Fir 42
: 24" ( Minimum )
40" ( Minimum )
24" ( Minimum )
Girrs (15-1 /4" BETWEEN);
(24-7/16" tEm;%'EEN)
(31-15/16" BETWEEN):
Eave Girts/Roof Ridge I'urlirs :
Roof Poplars ( 12' 7" hays )
2 x 6 1650f-1.52 MSi7 ( 12'7" bays )
2 x 6 1650:-1.5E MSF. ( 7.2' bays )
2 x 6 1630f-1.5E MER ( 10' bays )
2 x 6 1650f-1.SE MSR
2 x 6 1G50f-1.5B MP Hcrr,-Fir u 24" oc
Wall Girtir; To Columns
Interior Truss to Column
Er, awall Truss to Corner Columm
2x6x16 , 5" End Truss Bearing nook
3 - l0d
3 - 50d
6 - 10d
33 - 1Od
commons
Threaded Hardened
commons
commons
The following Minimum diaphragm require:ter_ks are needed .
Steel : 30 gage Pro Panel II or Classic Rib, 36 inch width
Field screws ; 410 x 1-1/2 inch at 9 inches on center (next to high rib)
Eave and Ridge Purlir.; Etldwal]. Skirt Beard. Truss Top Chord and Rndwal L Door
Reader ,crews : 410 x 1-1/2 inch At SQTH sides of each major rib.
NOTE : ROo± Steel require, 4:2x5/8" sidalap stitai screeds w 9-3/8" o.c.
Minimum Endw-al1 Stesa 23' 1.8"
Roof ':rush Ectt^±n Chard '; braciI`g (20ft c. c.) :
T-Br,acc Flange Web; 2x3 #3-1.0E
Stagger T brace web -flange splices so at least 12- .0 d common nails
fall on each side of the splice (minimum splice cffcet a 24 in)
WARNING : Added insulation, ceiling materials, lighting and
impacrl upon the roof system BEYOND thoser stated above will
tbo :-structure and its ability to resist the required design
ZO2
HVAC equipmen- nr other 1oeds
reduce the overall cap.aciry off
now loads.
S
i
This site plan is being submitted for the purpose of
obtaining a building permit and is a true and correct
representation of the proposal. All known property
lines/dimensions, curb I. - ures and easements
have been identifie, • :so indicat are wetlands,
bodies of fir, s : - p slopes or Ether critical areas.
Signed;
Date: 3•-;
ZONET
ROAD WIDTH SO
FRONT_ FLANKING
COMMENT- -
REVIEWED 'K.
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