1992, 12-09 Permit App: 92010808 GarageSPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
I. =41 W. 1303 BROADWAY -AVENUE
SPOKANE, WASHINGTON 99260
(509) 456-3675
I certify that I have examined this permit/application. state that the information contained in it and submitted by me or my agent to compile said perm t/application is true
and correct, and authorize Spokane County to proceed with processing In addition. I have read and understand the INSPECTION REQUIREMENTS/NOTICE
provisions included herein and agree to comply with same All provisions of laws and ordinances governing this type of work will be complied with whether specified
herein or not l understand that the issuance of this permit/application and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to
give authority to violate or cancel the provisions of any state or local law regulating construction, or as a warranty of conformance with the provisions of any state or local
laws regulating construction
SIGNATURE OF APPLICATION
OWNER OR AGENT DATE
PROJECT NUMBER= 9201 0808
rtttii)e•li)e
APPLICATION DATE= i2/09/?7 F'AI:E- 0l
THIS 1S N01 A PERMIT ie ieii9F diii
PENALTIES WI:L.,L.. BE ASS(:St;F.:O FOR COMMENCINI:. WORK WITHOUT A
SITE STREET= 41.5 N LOCUST RD PARCEL..:"- .45177.0
ADDRESS= SPOKANE WA 99206
PERrIT USE- GARAGE
PLATO=
AREA=
(1i: FILDGS:r
OWNER=
STREET=::
ADDRESS=::
002131 FIAT NAHF:::::
102 LOT=
00000000 F/A
1 :K DWELLINGS=
L.t:tRF.:iJGC), GUY
415 N LOCUST RD
SPOKANE WA 99206
�u:U %• ,
Sl.l1r tt� 102.fTF'F'
13 ZONE= r -r: D1,S1'4::
F WIDTH= no DEPTH= 265
1 WATER DIST =
Ri''i1T
PH0?JFi: 509 92.r.', i1 r,`>
CONTACT NAr1E: TERRY KELLY PHnNF NUMBER=:: 509 `:
BUILDING SETBACKS: FRONT= 200 LEFT= 35 RTGHT:=: '5 REAR= 1'
•1G.ii.}4ii..k.}i)i. ii}i}¢ii3@9iii:}v}i}i:**ii..3,) i4*}i. ii.**iiir REVIEW W INFORMATION it in ti
DEPARTMENT
----------
BUILDING F'I_AN REVIEW REQUIRED
BUILD:I:NC. SETBACK RE\+IEw REQUIRED
HEALTI-IDIST
REVIEW COMMENTS
INCREASE IN LOT COVERAGE `/tx/
L,I=:: q0
)ii( R n: ti9ia)i)ii@ii)i)i)i)i)t
APPROVAL COMMENTS
....._._17.c./_l._
j(..h. *"" ii•iE i4 ti.l""h.gr!tt}f.H.h:.* it .y}ii.p}.M. i(. »)y}ii * BUILDING PERMIT H^4*i4J(.}i•h.,p.ii.9K}(•it•}(. ii•}@ii *3r ik iP it U:pir,Xm
CONTRACTOR::::
STREET,
ADDRESS
BAILER CONSTRUCTION
3625 Iii: SPRAGUE AVE:
SPOKANE WA 99202
NEW= X
DWELL UNITS=
BLDG W) D :... 36
REQ PARKING=
DESCRIPTION
GARAGE
__.-_-•_--
RE:J'i0.0E1..:-:
(:i(:;CUP, 1_0=::
40 SQ FT=
:HANDICAP=
GROUP
ITEM DESCRIPTION
--------
RESIDENTIAL VALUATION
STATE SURCHtiftGE:
RESIDENTIAL SURCHARGE
PERMIT TYPE
---------------
TitU.I:I_DJ: 1c; PERMIT
PROCESSED BY: 'BARRY
PRINTED BY BARRY
TYPE
VN
FEE AMOUNT
163.80
163.80
1IUF>'FLOEN
E1USF'LOEN
.. .
n i¢ ie 14 k k Ji K ii• ig:u}* * A * ii,• y: i(• n• it• ti•x} * )i• �ni •1i rh }e )r ii• * *
F'IIONE=='509 535 3668.
ADDITION= .:- -CHANGE 0E U.SSF=
BLDG HGT4i1't 1,:4--- STORIES-
1440
1CIIT1 y__1440 SPRINKLER= ?J
CRITICAL_ MAT= N
SQ FT VALUATION
1440 11520,00
QUANTITY FEE AMOUNT
135.00
Y 4. 0
'Y
21,30
Afl0UNT
PAID
00
.00
MOUNT 0141NG
163,80
16:•;,80
TANK, YOU )(iiiii Pi Itit}i,)r.!(•}s1plih}bi)fiha)iiEu}t}pdii@}p)i}in)OiKK*
Asp
y/S /v. L cc, sf.
Lo ausf 12 c
r' a
PROJECT
DATE:METRO.
RISME RAilla Mt
BY
41/V(!/9Z 1a:UU 'a'ULO WOo.Y
VALA-c< UL 4 n .O<
QUAN TYPE SPAN P1 -H1 OVERHANGS
10 8.6 360000 4 0 0
JOB
00715 BAKER CONST. WB
MARK
B
T
6-05-15
1
7x7=
TC
18-00-00
18-00-00
BC
36-00-00
36-00-00
UniSter -- Version 34.0.332
RUN'DATE: 11- 2-92
CSI 5IZE LUMBER FB
TOP .73 2% 6 1800111.6 1800
BTM .80 2X 6 1800E1.6 1800
WBS .89 2X 4 DFL -R3 750
LUMBER STRESS INCREASE: 15 0%
LATERAL BRACING:
TOP CHORD - 24 IN. OC
•8TM CHORD - 72 IN. OC
ONE BRACE - K -F F -L
TRUSS SPACING - 60.0 IN.
LOADING
TOP CHD
BTM CHD
TOTAL
LIVE
30.0
.0
30.0
DEAD (PSF)
7.0
1.0
8.0
38.0
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LES IN -SX LES IN -SX
, A 3332 6-10 C 3332 6-10
LEFT
HEDL OIN - 2SX
RIGHT
OIN - 2SX
MEMBER FORCES (LBS)
TOP CHORDS
A -I• - 9012 C I -J
J -X 6924 C E -B
B -L 5366 C L -M •
M -N 8470 C N -C •
BOTTOM CHORDS
A -H • 8550 T H-0 •
C -S1 • 6262 T SI -F •
F-92 • 6262 T 52-E •
E -D • 7423 T D -C •
WEBS
1-H
J -C
N -F
F -L
E -M
D -N
• 854 C
• 1310 C
• 1749 C
• 1749 C
• 1310 C
• 854 C
H -J
0-X
F -B
L -E
M -D
8470 0
5366 C
6924 C
9012 C
7423 T
6262 T
6262 T
8550 T
• 938 T
• :066 T
• 2623 T
= 1066 7
• 938 T
DL•LL DEFL • .78" IN 12-1
LL DEFL • .62" < s/360
S/DL•LL DEFLe550 9/DEPTH. 6.0
PLATING CONFORMS TO TPI.
(IC90 1591. 1329)
PLATE VALUES MAY BE VERIFIED
WITH MITEC INDUSTRIES.
GRIP VALUES BASED ON DF/SPF
LUMBER USING GROSS AREA TEST.
PLATES - 20 GAUGE M20
GRIPPING 427-253 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 937- 583 PLI PER PAIR
SHEAR 905- 441 PLI PER PAIR
JT TYPE PLATE SIZE X Y
B 3001 7.00 X 7.00 CTR CTR
D 1010 4.00 X 4.00 CTR CTR
E 1010 4.00 X 6.00 CTR CTR
F 1070 6.00 X 8.00 CTR CTR
C 1010 4.00 X 6.00 CTR CTR
H 1010 4.00 X 4.00 CTR CTR
1 1001 1.50 X 4.00 CTR CTR
J 1110 6.00 X 8.00 CTR 4.0
X 1010 4.00 X 6.00 CTR CTR
L 1010 4.00 X 6 00 CTR CTR
M 1110 6.00 X 8.00 CTR 4.0
N 1001 1.50 X 4.00 CTR CTR
PLATES - 16 GAUGE PTH
GRIPPING 331-236 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1624- 943 PLI PER PAIR
SHEAR 1329- 739 PLI PER PAIR
JT TYPE
A 2001
C 2001
81 1100
S2 1100
PLATE 512E X
7.00 X15.00 12.9
7.00 X15.00 12.9
5.00 X10.00 CTR
5.00 X10.00 CTR
Y
5.5
5.5
CTR
CTR
1992-11-02
NOTES:
1. TRUSSES MANUFACTURED BY -
VALLEY BEST -WAY STRUCTURES
2. ANALYSIS CONFORMS TO
UBC (TPI -85 4 N09-91).
3. TRUSS IS DESIGNED FOR
NO CEILINO LOAD.
4. PREVENT TRUSS ROTATION AT
ALL BEARING LOCATIONS.
15:03 PAGE = 03
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