1996, 11-14 Permit App: 96010078 ResidencePROJECT NUMBER= 96010078 APPLICATION DAT =11"......4/9
****** THIS IS NOT A PERMIT ******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
PAGE= 01
SITE STREET= 2924 S BANNEN CT PARCEL#= 45263.0932PTN
ADDRESS= VERADALE WA 99037
PERMIT USE= RESIDENCE W/GARAGE - GAS
PLAT#= 005415 PLAT NAME= EVERGREEN POINT 8TH ADD
BLOCK= 23 LOT= 7 ZONE= UR -3 5 DIST#= F
AREA= 00013394 F/A= F WIDTH= 170 DEPTH= 126 R/W= 50
# OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = VERA
OWNER= W R S & ASSOCIATES INC PHONE= 509 922 0782
STREET= P 0 BOX 14084
ADDRESS= SPOKANE WA 99214
CONTACT NAME= BILL SMITH PHONE NUMBER= 509 922 0782
BUILDING SETBACKS: FRONT= 25 LEFT= 40 RIGHT= 10 REAR= 20
****************************** REVIEW INFORMATION ****+********+***************
DEPARTMENT REVIEW REQUIREMENT
BUILDING PLAN REVIEW REQUIRED
COMMENTS:
\--1S---(1b
BUILDING SETBACK REVIEW REQUIRED
APPROVAL: J SHATTO
BUILDING SEWER PERMIT PENDING
APPROVAL: 96-10081
ENGINEER AP ACH/FLO
OMMENTS:
/2/.4f
D PLAIN/DRAINAGE //-/42'9G-,45l[4rfa0etio
DATE: 11/14/96
DATE: 11/14/96
******************************* BUILDING PERMIT ********+********************+'*
CONTRACTOR= W R S & ASSOCIATES
STREET= P 0 BOX 14084
ADDRESS= SPOKANE WA 99214
PHONE= 509 922 0782
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 8 STORIES= 1
BLDG W X D = X SQ FT= 2846 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
PROJECT NUMBER= 96010078 APPLICATION DATE= 11/14/96 PAGE= 02
DESCRIPTION GROUP TYPE 'SQ FT VALUATION
BASEMENT U R-3 VN 1324 14564.00
GARAGE U-1 VN 640 7680.00
RESIDENCE R-3 VN 1522 89798.00
ITEM DESCRIPTION
.RESIDENTIAL VALUATION
STATE SURCHARGE
RESIDENTIAL SURCHARGE
.QUANTITY FEE AMOUNT
Y 822.50
Y 4.50
Y 160.95
MECHANICAL PERMIT *****************************
CONTRACTOR= ALLIED HEATING INC
STREET= 10213 E BUCKEYE LN
ADDRESS= SPOKANE WA 99206
ITEM DESCRIPTION
PHONE= 509 928 8252
QUANTITY FEE AMOUNT
GAS APPLIANCE >100,000BTU 1 15.00
GAS LOG OR GAS INSERT - 1 10.00
RANGE 1 10.00
CLOTHES DRYER 1 10.00
GAS WATER HEATER 1 10.00
GAS PIPING 3 3.00
DUCT SYSTEMS 1 10.00
VENTILATING FANS 3 30.00
HOOD -TYPE II 1 10.00
HEAT PUMP OR A/C 0-3 TONS 1 12.00
** PLUMBING PERMIT ******************************
CONTRACTOR= ACTION PLUMBING SERVICE
STREET= 15412 E SPRAGUE AVE #9168
ADDRESS= VERADALE WA 99037
ITEM DESCRIPTION
PHONE= 509 244 4427
QUANTITY FEE AMOUNT
TOILETS/BIDETS 3 18.00
TUBS 3 18.00
SHOWERS 1 6.00
SINKS 5 30.00
DISH WASHERS 1 6.00
CLOTHES WASHER 1 6.00
GARBAGE DISPOSAL 1 6.00
WATER SOFTENER 1 6.00
FLOOR DRAINS 1 6.00
WATER USING DEVICES 3 18.00
PERMIT TYPE
FEE AMOUNT AMOUNT PAID AMOUNT OWING
PROJECT NUMBER= 96010078 APPLICATION DATE= 11/14/96 PAGE= 03
PERMIT TYPE
BUILDING PERMIT
MECHANICAL PRMT
PLUMBING PERMIT
FEE AMOUNT AMOUNT PAID AMOUNT OWING
1007.95
120.00
120.00
PROCESSED BY: JULIE SHATTO
PRINTED BY: JULIE SHATTO
.00
.00
.00
1007.95
120.00
120.00
1247.95 .00 12.30
247.95
********************************
THANK YOU
60
3-11.14
TYPE SPAN P1. -H1 OVERHANGS JOB
6 •••0 1.0208 37147 T2426 WRS JB
CHP2 300000
TC
Laterally brace top chord Et 24" on center and suppo 1
HO 6-06 overfra ming at 48" on center by adding posts In field.
IZ•tx is.• -4y' 5x3\'
12 CCX I, 4x4
i= 6� (.4 '1rIIULUV4
'- •OZx4_ 24i.
.......
._
A
NO 6-06
3-10-0k
2x4I1 4x4
(t0 (lc) Fr .
le
H 61 C
3x4csm 3x4327 3:6 364
'28" -'+Z' .Q
17-1.6.12:4.-' Y.1 ,rGPX
4-00-14 3-02-12
3-10-00 3-10-00 3-02-12
5x8/i
C
E
3:4
4-00-14 3-10-06
MAR
2;
t
4-,A
6x7-
D
0
bC 7-04-00
3-10-00
3-10.00 3-10-00
30-00-00
3-10-00
7-04-00
VnlStar. Version 31.6.2
RUN DATE: ' 1-'6.97.. _._.._...
CS1 212E LVHDER 1.157D
TOP .10 2X 6 DFL -1800 2050
8Tt1 .77 2x 4 DFL -II 1725
WBS .27 2x 4 DPL -1/3 865
LUMBER STRESS INCREASES 15.01
REPETITIVE MEMBER STRESS USED.
LATERAL BRACING:
TOP CHORD - CONtINUOVS
BIM CHORD - CONTINVOUS
TRUSS SPACING - 24.0 IN.
LOADING LIVE
Top CHD 30.0
ETM CHD .0
TOTAL 30.0
DEAD (PSF)
7.0
10.0
17.0
47.0
SUPPORT CRITERIA
J1 REACT WIDTH IT REACT JIDTH
Las IN -SX L85 IN -SX
A' 1366 5- 3 D . 1366 5- 9
LIFT , RICHT
HEEL OIN - 436. ,.0lrr - 4SX
MEMBER FORCES (LAS] .
' TOP CHORDS,,
A -J - 2662 C 3-8 - 2380 C
6-N • 2706 C x -L - 2899 c
L -H" a 2899 C. a-C;2708'C-
C-N 1•° 2330 C N-0 6tt265.2 C �'
'BOTTOM SHOROS 3r •2
A -r• :'2379 T F -I .a. 2134 T
1-H • 2708,T ,H-21. • 2708'T
sI -C - 2708.T.:O'yfA. • :.2134 T1'rr'
E-D1E� 2379 7
`- ' • 279 C' P-3.. . 242 7
8-I - 789 T T -R 464 C'
PC -N. 263'7 x -L 284 C
H-14 - 263 T G -M • 464 C
C -C • 788 T E -C 262 T
E -N - 279 C
0L -LL DEFL • .24- AT L
IL DEFL- .15".�' BR0-SPAN/360
SPAN/DEFL (DL•LL) - 999
••5EE REVERSE SIDI.OF THIS-"-
' **PAGE POR.IMFORTANT NOTES -•
PLATING CONFORMS 70 UBC.
PLATE VALUES MAY bE VERIFIED
.57117 ROBBINS £NCi7EE#INc. GRIP
VALVES EASED oN DF AND :PF
LUMBER USING CROSS AREA TEST.
PLATES - 20 GAUGE LOC1
G8187100 345-243 PSI PER PAIR
INCLUDES 15.05 INCREASE
TENSION 1165- 480 PLI PER PAIR
SHEAR 744- 458 PLI PER PAIR
IT TYPE PLATE 71E1
A 2001 4.00 P. 7.00
8
C
p
E
F
G
H
J
x
L
52506 5.00 X
52508 5.00 X
2001 4.00 7.
1050 3.00 x
1030 3.00 x
1050 3.00 X
1070 3.00 X
1030 3.00 X
1001 2.00 X
1050 ,4.00 X
1001 2.00 X
1030 4.00.X
1001 2.00 x
Si 1100 3.00 .X 6.00 'CIR .2
R - PLATE I5 ROTATED BY 90"DEC
8.00
8.00
7.00
4.00
4.00
4.70
7.00
6.00
4.00
4.00
4.00
4.00
4.00
7.
6.5
CTR
CTR
6.5
CTA
CTA
CTR
CTR
CTR
CTR
CTR
CIR
CTR
CTR
Y
3.2
CTR
CTR
3.2
CTR
CTR
CTR
0TR
CTR
CTR
CTR
CTR
CTR
'CTR.
•
•
• ... ..
NOTES:
1. TRUSSES MANUFACTURED BY -
VALLEY &EST -WAY STRucTuREs
2. ANALYSIS CON►oRMs TO
UBC (TPI -85 G N05-91).
3. DLsICN IN010055 CHECx ►0R
10 737 NON-CONCVRRENT
LIVE LOAD ON BOTTOM CHORD.
4. PROVIDE DRAINAGE TO
PREVENT WATER PONDING.
Repair Notes:
This truss needs to be reinforced because of a fc
foot cantilever.
Add a new DFL -Stud grade 2x4 web, shown as +
Cut the new, member for a tight tit. Add 1'2 CD:
plywood gussets to both faces of the truss, out to
size and shapes shown. Nail the gussets with 10(
common wire nails that penetrate the plywood-tru:
plywood assembly. and clinch the nails over when
they protrude. The minimum number of clinched
nails required in each member is shown as (
i '
--IAN 24 '97 14;b2
QUAN TYPE SPAN P1 -H1-' OVERHANGS JOB
i 2 CHP2 300000 6 0 10208 37147 T2426 WRS 41B
1
e610:4 11610//
. c
tH1A
HO 6-06
41.$-)Z
c.
TC 3-10-06
(
4-00-14
3-02-12
N S1 G
3,7 449 345
'1441114'-v 'cox
3-10-00 3-10-00
8C
. 7-04-00
3-10-00
3-10 00 3-10-00
30-00-00
L'
344
0
3-02-12 1 4-00-14 1-10-06
3-10-00 I 7-04-00
VniScar -- vrraion 33.6.2
RUN DATE: 1- 4-97
2 -PLY TRUSS •
CSI SIZE LUMBER FB
TOP .20 2X 6 DFL -1800 1800
8714 .94 2t 4 DFL -1800 1800
W83 .40 2x 4 DFL -113 750
LUMBER STRESS INCREASE: 15.0X
LRTERAL BRACING:
TOP CHORD - CONTINUOUS
STH CHORD - CONTINUOUS
TRUSS SPACING - 24.0 IN.
LOADING LIVE
TOP CHD 60.0
DTn CND .0
TOTAL 60.0
EXCEPTIONS:
D -C 191.2
DEAD (PIF)
14.0
50,0
64.0 124.0
44.6
•
CONCENTRATED LOADS (LDS)
fi 515 (LIVE)
D 120 (DEAD)
C 515 (LIVE)
c 120 (DEAD)
SUPPORT CRITERIA -
• .17 REAC7.U1DTN JT REACT WIDTH
Lbs IN -SX • LDS • IN -SX
A - 3678 ' 5- 8"'D -*3676 5- 8
9/. LEFT)* -', ' RICHT
r: HEEL . OSN ' 43X /01N.- 4SX
• MEMBER FORCES'(LSS) - EACH PLY
TOPCHORDS
4-J a 3824.0 .,J-8 - 3687 C
0-K • .4179 C K -L - 4469 C
L -rt s 4469 C M-0 = 4179 C
C -N 1 3697 C- N-0 - 3323 C
6OTTOM CHORDS
A -F • 3430 T F -I - 3307 T
I -N ° 4179.7 'H -S1 - 4179 T
TG-[ 3307 T / /)'•././/j1))
)%/ j1` .
MEM8ER FORCES (LDS) - EACH PLY
e -N - 139 c '•
DL -LL DEFL • .37- AT 1
LL D£FL - .25- a 840-SPAN/360
0PAN/OEFL (DL -LL) . 966
PLATES ARL FOR EACH PLY
"SEE REVERSE EIDE Or 7HIS •*
"PACE FOR IM7ORTAN7 NOTES "
PLATING 00NF0Rns TO Vac.
PLATE VALUES MAY 8E VERIFIED
WITH R0832NS ENGINEERING. ORIF
VALVES BASED ON DF AND SPE
LUMBER USING CROSS AREA TEST.
PLATES - 20 GAUGE LOCK
GRIPPING 345-243 PSI PER PAIR
INCLUDES 15.01 INCREASE
TENSION 1165- 480 711 PER PAIR
SHEAR 744- 456 PLI PER PAIR
J7 TYPE PL31E SIZE X
A 2001 5.00 X 9.00 6.2
8 52504 6.00 410.00 CTR
C 52504 6.00 410.00 CTR
O 2001 5.00 A 9.00 6.3
C 1050 3.00 X 4.00 CTP
F 1030 3.00 C 4.00 GTR
O 1050 3.00 X 5.00 CTR
H 1070 3.00 X 7.00 CTR
I 2030 3.00 A 5.00 CTR
J 1001 2.00 X 4.00 CTR
X 1050 4.00 X 4.00 CTR
L 1001 2.00 X 4.00 GTR
n .1030 4.00 X 4.00 CTR
N ' 1001 2.00 4 4.00 CTR
91 1100 4.00 X 9.00. CTR
Y
3.4
CTR
CTR
3.4
CTR
CTR
CTR
CTR
CTk
CIR
CTR
C7R
CTR
CTR
_0
R • PLATE IS ROTATED BY 90 0E0
of
�
J -F 139.;Cti FcB '201-T'
�-
e-2 =..._.1198 -.7_.,,I ->z = 726 c
H -M ..• .. -399=.7. 726 C
C -c ::'. ;'^1398 T._`> -C:r. • 201. T. . •
NOTES:
1. 747)8828 MANU?ACTUFEO 8Y -
VALLEY BEST-W4Y STRUM/RI
2. ANALYSIS CONFORMS TO
V80 (771-85 i ND3-91).
3. PREVENT TRUSS' ROTATION A:
ALL 8EARINO LOCATIONS_
4. PROVIDE DRAINAGE 70
PREVENT WATER PONp2710.
5. CIRDER CONDIT/ow:
CALIFORNIA H17
-SETBACK 8'- 0'•
-HIP RAFTER ALON0 RIDGE
6. 2 COMPLETE TRUSSES REOUI
FASTEN TRUSSES TOCE721ER
10d NAILS AS EACH LAYER
APPLIED.57406ERED AS FO:
MEM8ER ROWS 57462110(
TOP CHD 2 12.0
1 12.0
12.0
OF XA1LS
BTM CHD
W535 1
7LU5 CLUSTERS
SHOWN.
Repair Notes:
- This truss needs to be reinforced because +
loot cantilever.
Add a new 2 ply DFL -Stud grade Tea web, •
•. Cut the new member for a tight fit. Add
CDX plywood gussets to both outside face:
two ply truss. cut to the size and shapes sf
the gussets with 10d common wire nails s(
(4) inches on cenrer The minimum numb,
required in each member is Shown as ( )N!
L•r 7 ii.* 23
gyfacinplifotior faiNmo
•
So Zfft Cor
•
• L. • ••1 •
• • '
. • '
. " • •
. "
= 4
•