1997, 10-27 Permit App: 97008666 GaragePROJECT NUMBER= 97008666 APPL�CATIVN
PROJECT NUMBER= 97008666 APPLICATION
DATE= 10/21/97
DATE= 10/21/97
PAGE= 01
PAGE= 01
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 3720 S SUNDOWN DR PARCEL#= 45321.1021
ADDRESS= SPOKANE WA 99206
PERMIT USE= DETACHED GARAGE 20 X 40
PLAT#=
BLOCK=
AREA=
# OF BLDGS=
002083
3
00000000
1 #
PLAT NAME=
LOT=
F/A=
DWELLINGS=
OWNER= MCKEE, ROD
STREET= 3720 S SUNDOWN DR
ADDRESS= SPOKANE WA 99206
PONDEROSA 2ND ADD
28 ZONE= UR -3.5 DIST#= F
F WIDTH= 105 DEPTH= 1780 R/W= 60
1 WATER DIST =
CONTACT NAME= ROD MCKEE
BUILDING SETBACKS: FRONT= 110 LEFT= 5
PHONE=
PHONE NUMBER= 509 927 9384
RIGHT= 50+ REAR= 27
****************************** REVIEW INFORMATION *****************************
DEPARTMENT
REVIEW REQUIREMENT
BUILDING PLAN REVIEW REQUIRED
COMMENTS:
BUILDING SETBACK REVIEW REQU13ED
COMMENTS: �\� �L
o al
HEALTHDIST INCREASE IN LOT COVERAGE 210e /17 Q 'c44 -e- Mc 1 ti.//4'' S
4/ d ;//47
;liie 5 TO 1,55 UE t-D617E-1414 a T-0 n- GAflASE/o'Zt-9/
COMMENTS: '(9/11 d /C—` L•
******************************* BUILDING PERMIT *******************************
CONTRACTOR= OWNER
NEW= X
DWELL UNITS= 1
BLDG W X D = 20
REQ PARKING=
REMODEL=
OCCUP. LD=
X 40SQFT=
#HANDICAP=
DESCRIPTION GROUP
GARAGE
U-1
TYPE
VN
PHONE=
ADDITION= CHANGE OF USE=
BLDG HGT= 14 STORIES= 1
800 SPRINKLER= N
CRITICAL MAT= N
SQ FT
VALUATION
800 9600.00
PROJECT NUMBER= 97008666 APPLICATION DATE= 10/21/97 PAGE= 02
ITEM DESCRIPTION
QUANTITY FEE AMOUNT
RESIDENTIAL VALUATION Y 163.00
RESIDENTIAL SURCHARGE Y 35.86
STATE SURCHARGE Y 4.50
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 203.36 .00 203.36
203.36
PROCESSED BY: BURRIS, ROBIN
PRINTED BY: BURRIS, ROBIN
.00 203.36
******************************** THANK YOU ************************************
1 -1-4-0
1-4-0
FILE:
6-5-1
6-5-1
4.00[12
{
10-0-0
537Z 0 CK080 W
9-1—a(o69(a
13-6-15
3-6-15
4x4
3
3-6-15
20-0-0
21-4-0
6-5-1
1-4-0
3x8=
7-11-0
°
,04013lr.)lt T�fiC7�
12-1-0
20-0-0
5
3x6
7-11-0
4-2-0
7-11-0
LOADING (pH)
TCLL 40.0
TCOL 7.0
BCLL 0.0
BCOL 7.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr VES
Code UBC -94
CSI
TC
BC
WB
LUMBER
TOP CHORD 2 X 4 OF No.1&Btr
BOT CHORD 2 X 6 OF 1800F 1.6E
WEBS 2 X 4 OF Stud/Std
REACTIONS (lbs/size) 1-1190/0.5-8, 5.1190/0-5-8
FORCES
TOP CHORD 1.2--2271, 2-3--1981, 3-4=-1961. 4-54-2271
BOT CHORD 5.02154, 6-7e1590, 7-8-1590, 1-8.2155
WEBS 2-80-482, 3-8-540, 3-6540. 4-6•-462
0.37416
0.244 Lt'
0.24c- i.0
DEPL (in) (Ioc) Udell
Vert(LL) 0.11 7,6 999
Vert(TL) 0.15 7/6 999
Horz(TL) 0.04 5 Na
Min Length / LL dell - 240
PLATES OR&P
M20(209a) 186/148
Weight: 96 (lbs)
BRACING
TOP CHORD Sheathed or 3-3-10 on center purtin spacing.
BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.
NOTES
1) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live bads per Table No. 16-8, U8C-94.
LOAD CASE(S) Standard
7-147 7'12v sS6S /,1-S /26 r -( l) A- )o 1)t j 3
/}71,1) A-11 S 5 A -'l /-I- y) 2 c -r (J ih
F
Site Plan
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COMMEN
REVIEWED
INCLUDE THE FOLLOWING:
❑ All roadways, driveways & easments
❑ Distances from center of roads, right of ways,
private roads & property lines
O All existing & proposed buildings
❑ Underground utilities
❑ North arrow
0 Septic tanks & wells