1996, 02-28 Permit App: 96000969 GaragePROJECT NUMBER= 96000969 PRPLICATION DATE= 02/28/96 PAGE= 01
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 8016 E MARIETTA AVE PARCEL#= 45072.5802
ADDRESS= SPOKANE WA 99212
PERMIT USE= DETACHED GARAGE - 30 X 30
PLAT#= 001868 PLAT NAME= ORCHARD AVENUE ADD (TR.1-228)
BLOCK= LOT= ZONE= UR -7 DIST#= H
AREA= F/A= F WIDTH= 78 DEPTH= 150 R/W= 60
# OF BLDGS= 2 # DWELLINGS= 1 WATER DIST =
OWNER= SULLIVAN, LEO
STREET= 8016 E MARIETTA AVE
ADDRESS= SPOKANE WA 99212
PHONE= 509 926 9145
CONTACT NAME= LEO SULLIVAN PHONE NUMBER= 509 926 9145
BUILDING SETBACKS: FRONT= 60 LEFT= 80 RIGHT= 5 REAR= 5
r***************************** REVIEW INFORMATION **************************,r*,r
DEPARTMENT REVIEW REQUIREMENT
BUILDING PLAN REVIEW REQUIRED
COMMENTS:
BUILDING SETBACK REVIEW REQUIRED
COMMENTS: lTG-
C k TTA
HEALTHDIST INCREASE IN LOT COVERAGE
COMMENTS:
ZZZf //n 2n a' F icy(
******************************* BUILDING PERMIT *******************************
CONTRACTOR= OWNER
PHONE=
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 10 STORIES= 1
BLDG W X D = 30 X 30 SQ FT= 900 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
GARAGE U-1 VN 900 10800.00
PROJECT NUMBER= 96000969 APPLICATION
ITEM DESCRIPTION
•
DATE= 02/28/96 PAGE= 02
QUANTITY FEE AMOUNT
RESIDENTIAL VALUATION Y 150.75
STATE SURCHARGE Y 4.50
RESIDENTIAL SURCHARGE Y 33.17
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 188.42 .00 188.42
188.42
PROCESSED BY: BURRIS, ROBIN
PRINTED BY: BURRIS, ROBIN
.00 188.42
******************************** THANK YOU ************************************
APPLICATION INFORMATION
q0 ---q[27
What is the JOB SITE address?
779—
Legal�descn'ption •a appearsf on'the'propeerrty deed
ASSESSOR'S tax parcel number?
OWNER or OCCUPANT
.(en NCr}Aey'/-\}
Mailing address
076'197re
s77;?
Who should we contact regarding this project?
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City, state
Phone
917Zc—
Zip
Phone
What work is being done under this permit?
U(j»7 ,��£e ev7(,e;4Ky�
[one Inspector district.: .:-property me1::
Contractor
WA State Contractor
Building height
Dimensions
Q5
villain floor a
V /
# of stories
'TOTAL SQUAREFOOTAGE
Unfinishbd basement area
Mailing address
O
Finished basement area
Architect/Engineer
What is the heat source?
Manufactured Home
Garage area
C� 3/
7 is they
yopr project?
Sig;;
Size of deck etc.:
Width:
Length:
What is the square footage of
the sign face?
How high is the sign?
Year:
Make:
Installer
Contractor
Wa State Contractor license #
Wa State Contractor license #
Mailing address
Mailing address
Relocation
Fire Safety;
Previous address
Fire Sprinkler
Paint booth Fire Alarm
Tent
Fireworks display _
VALUE
Contractor
Contractor
WA State Contractor license #
WA State Contractor license #
Mailing address
Mailing address
Fuel Storage Tanks
Swimming Pool
(Circle one) Above -ground Underground
Contents of tank(s)
Size / gallons
Size / gallons
Private
Public/semi-private
Contractor
Contractor
Wa State Contractor license #
WA State Contractor license #
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 programa or activities.
N
Site Plan
INCLUDE THE FOLLOWING:
❑ All roadways, driveways & easments
❑ Distances from center of roads, right of ways,
private roads & property lines
0 All existing & proposed buildings
❑ Underground utilities
❑ North arrow
0 Septic tanks & wells
02/1 EJER'G.REENI TRUSS. ,
Job
Truss
QSB
Evergreen Truss #4
Truss Type
GAMBREL ATTIC
4-8-15 9-0-4 ,
4-8-15 4-3-6 3 00{1Pil2
5106
3
fU 73431 N7
10 1 Mike Wood
3.300 s May 261995 MiTek Industries, Inc. Sun Feb 1811:24:01 1998 Page 1
21-5-12 25-9-1
30-8-0
6-2-12 4-3-6
5x5
4
5x6 11
-22 . 5
2x4
6
4-8-15
9-0-4
F--
9-0.4
Plato Offsets (X,Y): (1:00.0,0.0-S1. [7;0.0-7.04.6)
10 9 8
3x8 =
3x8 =
4x6 =
21-5-12
12-5-7
LOADING (psf)SPACING 5.04
TOLL 30.0
TOOL 5.0
BOLL 0.0
13CDL 1.0
Plates Increase 1.15
Lumber increase 1.15
Rep Sttoss !nor NO
Coda UBC -94
30.60
9-0-4
CSI
TC 0.60
BC 0.70
WB 0.34
DEFL (m) (loc) Udell
Vert(LL) 0.32 9/8 999
Vert(TL) 0,38 918 940
Horz(TL) 0.05 T Na
Min Length / LL don a 240
LUMBER
TOP CHORD 2 X 6 OF SS
BOT CHORD 2 x 6 DP SS
WEBS 2X4DFStud
REACTIONS (Ibs/sfse) 1=2700/0-643, 7=2700104.0
FORCES
TOP CHORD 1-2=-3215, 23=-2673, 3-4=-1998, 4-5=-1998, 5-6--267'3, 6`7=.3215
601' CHORD 7-8=2243, 8-9=1965, 9-10=1966, 1-10=2248
WEBS 2.10■ -442. 3.10=414, 440=-57, 4-8=-57, 5-8=414, 6-8=-442
PLATES GRIP
M20(209a) 186/148
Weight: 220 (Ibs)
BRACING
TOP CHORD 2-0-0 on center puffin spacing.
accept end verticals.
BOT CHORD Rigid ceignp directly applied, or 10.00-00 on center bracing.
WEBS 1 Row at midpt 10.4, 4-8
NOTES
Tho bottom chord deed load shown is sufficient only to cover the truss weight Itself end dons not allow for any additional load to be addod to the bottom chord.
2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent With any other IN Toads per Table No, 18-B, UBC -94.
LOAD CASE(S)
1) Lumberhnctease=1.15, Plate lnerease=1.15
Uniform Loads (lbs per ft)
Vert:1-2=-175.0.2-3s-175.0, 3.4=-175.0. 4-5=-175.0, 5-60-175.0.6.7r-175.0, 7-84,0, 5-9=4.0, 8`10=5.0, 1.10=-5.0
oicto n1m-LE-TrA
Lutz-- -7
14.)WIDTI+ Le()
i:RONT F ANKING:
;OMMENTS
-VIEWEURAT-