1998, 11-09 Permit App 98011353 Storage Bldg Project Number: 98011353 Inv: 1 Application Date: 11/9/98 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information: >,,:A K:;Y;YYYYYYYYYYY.Y YYYYYYY;YY YYYYY;:>»>:YYY:YY:YY:YYYY:YYY YYYY YYYYYYY.,;Y wY: YYYYY.< YYYY<Y.YY YYYY.
Permit Use: STORAGE BUILDING 24 X 38 Contact: MOMB BUILDINGS
Address: P.O.BOX 190
Setbacks:Front 50+ Left: 10 Right: 156 Rear: 10 C-S-Z NEWMAN LAKE WA 99025
Phone: (509)921-5655
Site Information: ::.::..:.......::::.:...:•.:::::::::, ............ ..::. ...........v::.:..., :;<.:
...... ......
Plat Key: 002089 Name: PONDEROSA ACRES 6TH ADD District: F
Parcel Number: 45324.0909
SiteAddress: 4225 S DRIFTWOOD DR Owner:Name: RAMPLEY,LEI:
SPOKANE,WA 99206 Address: 4225 S DRIFTWOOD DR
Location::SPO SPOKANE,WA 99206
Zoning: UR 3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: 48,000 Sq Ft Width: 190 Depth: 252 Right Of w r (ft): 0
Nbr of Bldgs: 100 Nbr of Dwellings: 1
Review Information: :\y } :':'y{t: �iMen 4>SkY� h4�: �:?{is:Y{ tl ,\ �? 6hU�rti}\Y.iN� 4::.. Y {:.;....
.......i'S.v.��{•:.v'L.?i......:J+4
Department Review
BUILDING Site Plan Review
Comments:
R ,LS( tlfij f8/
BUILDING Plan Review
Comments: ..26?C I/ Ate
HEALTHDISTRICT Septic System Review —�— _
Comments: Olf�1
Pc rmits. {: {•isi•: ii isiiiiLii,+FLii:<.:.i:::i'•iFi: {i•%L{ii{{h:4:{ gp:•is:•ii:oi:•••:iii{\\4{•:i•:titii•:,. •. :Y{K{bi:: { 3tSkY3i�ffi i£:::';:YYSi:;:;>:;;::+Y•::{.;,v.::•: ..::�i:;:r::rF::?�:Y:;:.................Y......................................:�f6�>�fS9k.VX�3?PFf�>fdAs'6Rh�:.......... :.,.:_:;<•.P4Y�.s`if?Y.#rokt'i3t#
Project Number: 98011353 Inv: 1 Application Date: 11/9/98 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: UNKNOWN Firm: UNKNOWN
Address: UNKNOWN Phone: (000)000-0000
UNKNOWN,WA UNKNOWN
Building Characteristics
Const Category: New
Nbr Of Dwellings: 1 Occupant Load: 0 Building Height: 13 Stories: 1
Bldg W x D: 24 x 38 Building Sq Ft: 912 Sprinklers: ❑
Req Parking: 0 Handicap Parking: 0 Critical Materials: ❑
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VN 912 $10,944.00 912 $10,944.00
Totals: 912 $10,944.00 912 $10,944.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL VALUATION 1 Y OR BLANK $175.50
STATE SURCHARGE 1 Y OR BLANK $4.50
RESIDENTIAL SURCHARGE 1 Y OR BLANK $38.61
Permit Total Fees: $218.61
Payment umma »,.. :.r..<, ::£;:...>,,...,,................,......:»>,............. ,,,,,.....,...........;:.
Summary: :>,2:Go,�s.:2.,>_.'iCC..3...\.:.,>,>.:.w,t ....»».vi>....,�3 .„„„..r ,,.
Operator: RMB Printed By: RMB Print Date: 11/9/98
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $218.61 $218.61 $0.00 $218.61
$218.61 $218.61 $0.00 $218.61
NOV-05-98 THU 03:23 PM ENGINEERING TECH SRVS FAX NO. 605 335 7776 P. 01
11/o5/98 11:38 1T5o9 921 5969 Non STEEL BLDG 12091
Post Frame Building Schedules Prepared For:
Lee Rampley Design per 1997 USC
4225 Driftwood Drive Seismic Zone: 2B
Spokane
Spokane County, WA
Building Span : 24' Roof Load ( Snow ) : 30 psf
Building Length : 38' Roof Dead Load : 3.3 psf
Eave Height : 10' Ceiling Dead Load : 1 psf
Roof Pitch : 3/12 Wind Load : 75 mph Exposure B
Average Roof Height: 11'6" Soil : 2000 / 200
Enclosed Structure
NOTE : Huiiding is designed to support 1' 6" overhangs on all sides
Front Sidewall Column Spacing :2'.3.5"-9'8.5"-2'2.5"-917"-2'2.5"-9'6.5"-2'3.5"
NOTE : Overhead Doors in BOTH 9' 8.5" and 9'7" bays
Sidawall Column Grade : 6 x 4 Rough Hem-Fir #2
Column Depth : 31" ( Minimum )
Column Hole Diameter : 15" ( Minimum )
Minimum Endwall Steel : 6'1.3"
NOTE : Requires a Concrete Floor -- See DTL 1/A-2
Endwall Column. Spacing : 12'-8'2"--3'10" ( front )
NOTE : Entry Door in 3'10" bay
NOTE : 4-1/8"x4-1/8" Rough Hem-Fir(N) ; ?./;;2 at left of entry door
: 12' ( rear )
Endwall Column Grade 6 x 4 Rough Hem-Fir f2
Ridge Purlins/Fascia Board : 2 x 5 M-10 1.2E MIL
Wall Girts ( 20-1/2" BETWEEN ) : 2 x 4 2100f-1.6E MSR ( 2'3.5" bays )
( 19-1/2" BETWEEN ) : 2 x 5 M-10 1.2E MEL ( 12' bays )
( 19-1/2" BETWEEN ) : 2 x 5 M-19 1.6E MEL ( 14' bays )
Wall Girts To Columns 3 - 10d commons
Roof Purlins/Save Girts : 2 x 6 1650f--1.5E MSR e 24" oc ( 14' bays )
: 2 x 5 M-19 1.6E MEL @ 24" oc ( 12' bays )
Interior Truss to Column_ : 2 - SOd Threaded Hardened
Endwall Truss to Corner Column 6 -- 10d commons
2x6x16.5" End Truss Bearing Block : 31 - I0d commons
WARNING : Added insulation, ceiling materials, lighting and HVAC equipment
or other loads imposed upon the root system BEYOND those stated above will
reduce the overall capacity of the structure and its ability to resist the
required design snow loads.
tf
. ;),„;0 N.V.Ar.;141 I I lb
4.7
•
onsAiro,fail. r
�, a
4 -
This site plan is being submitted for the pure
obtaining a building permit and is a true and
representation of the proposal. Ail known prc
lines/dimensions, curb lines, structures and ea:
have been identified. Also indicated are weM
bodies of wastee slopes or other critical
Sitof;ed: - — 'G
.att': V 1// V q F
ml
ADDRESSS
ZONE 0=- ,S
ROAD WIDTH 5� s
FRONT_�o- FLANKING
COMMENTS
REVIEWED BY