2010, 08-05 Permit App: 10002340 Addition Project Number: 10002340 Inv: 1 Application Date: 8/5/2010 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 12 x 21 DINING AREA ADDITION Contact: KECK,THOMAS E&DEBORAH A
Address: 14407 E 24TH AVE
C-S-Z: VERADALE,WA 99037-9341
Setbacks:Front Left: Right: Rear: Phone: (509)927-7599
Group Name:
Site Information: Project Name:
Plat Key: CONV Name: CONVERTED CNTY DATA District: East
Parcel Number: 45262.2008 Block: Lot:
SiteAddress: 14407 E 24TH AVE Owner:Name: KECK,THOMAS E&DEBORAH A
Address: 14407 E 24TH AVE
Location::CSV VERADALE,WA 99037-9341
Zoning: R-2 SF Res Suburban District
Water District: 010 VERA Hold: ❑
Area: 12,458 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Review Released By:
Originally Released: 8/4/2010 By: tmelbourn
Landuse/Zoning/HE Conditions Released By:
Originally Released: 8/4/2010 By: tschmidt
Permits: . .
Operator: JD Printed By: JD Print Date: 8/5/2010
Project Number: 10002340 Inv: 1 Application Date: 8/5/2010 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
RES ADD R-3 VB 12 X 21 0 $30,000.00 0 $30,000.00
ADDITION
Totals: 0 $30,000.00 0 $30,000.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $441.75
WSBCC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $176.70
Permit Total Fees: $622.95
Notes:
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $622.95 $622.95 $176.70 $446.25
$622.95 $622.95 $176.70 $446.25
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: JD Print Date: 8/5/2010
Permit Center
S �\
CFFY OFane `' 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER: VpokSpokane Valley,WA 99206
Valley (509)688-0036 FAX: (509)688-0037 PERMIT FEE:
www.spokanevalley.org
Community Development
Residential ConstructionNew Construction Accessory Bldg
Permit Application �f Addition/Remodel Deck
Other:
SITE ADDRESS: /V4/0 ,2- -/r1/ p /,W 2 �/ ,tic ,3
ASSESSORS PARCEL NO:#4°52 ,2, ?cam, LEGAL DESCRIPTION: (24/1' "/ L - "' /�, 420-
G4'7L X46 g ,eS'G /
Building Owner: Contractor: __5--,4/ ..
Name: ,/-'7 /)/)e-,-- --7j Name:
Address: /47/90--7 , Address:
City:/A0,040,„4/,&.-. StateY m Zip!2/ -7 City: State: Zip:
Phone `,777 ✓75 Fax: J��,�� Phone: Fax:
Contractor Lic No: Exp Date:
Contact Person City Business Lic.No:
Name: a1. 2)66/7 /ri-_C
Phone: 509— ' T-' -7599
G64-r-- 9:79 — 9W
Describe the scope of work in detail: Cost of Project: $ 30} a-012, oe
Proposed Use: A /e
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: r #OF STORIES: TOTAL TABLE SPACE:
/2� Z62-
MAIN FLOOR TO algal FLOOR SQ. FTG: UNPIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: 2--s-2 s� AREA:
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: P:•' -TY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: r •- SEPTIC?
The permitee verifies,acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or
local laws,codes or ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before
this application can be processed.
SIGNATURE: C� DATE:
Method of Payment: x i _
❑ Cash ❑ Check ❑ Mastercard 0 VISA F s c , r, .,- , .Y--.N . Y
Bankcard#: Expires: VIN#:
i
`l1 G [ :,:' . l l ii
Authorized Signature: f
REVISED 2/15/07 ,Proi`c #_ CG >-Z. � . �,.�1 7
99011Dirnit.P.: 4-
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
❑ SITE PLAN
❑ Property lines and dimensions ❑ Setbacks to property lines
❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings
❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location &sizes
❑ Utilities, septic tank/drain field locations and distances ❑ Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations (Front/Rear/Sides)with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
❑ Footing sizes and locations ❑ Supporting wood cripple walls or beams
❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting
❑ Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
❑ Floor Joist direction, size and spacing ❑Window and door location and sizes
❑ Header, beam or concrete lintel sizes ❑Window well locations if applicable
❑ Brace wall panel locations ❑ Room usage labels
❑Water heater and furnace locations ❑ Smoke detector locations
❑ Exhaust fan locations ❑Attic and crawl space access locations
❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction
❑ Roof Plan:
❑ Engineered truss direction and spacing ❑ Ridge, eave and valley lines
❑ Rafter and over frame direction, size and spacing ❑ Beam and girder size and location
❑ Wall Section Detail including:
Roof
❑ Slope/roofing material/underlayment/ ice dam protection ❑ Truss or rafter size, spacing &connection
❑ Sheathing size and type ❑Attic insulation/air space baffle/ventilation
Ceiling
❑ Joist size and spacing ❑ Size of ceiling gypsum wall board
Wall
❑ Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts
❑ Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board
Floor
❑ Joist size and spacing ❑ Sheathing or concrete floor size/ insulation
Foundation Wall
❑ Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth
❑ Earth to wood separation distance ❑ Horizontal &vertical reinforcement if any
Footing
❑ Size ❑ Reinforcement if any
Radon
❑ Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations
❑ Floor Joist/decking direction, size and spacing
❑ Stairway tread rise & run and nosing ❑ Handrail/Guard height&spacing
. o •
c-• ...
'd/..i v.J2.-1 8--1 . • 7 T • -- - — _
- - • - - • -- - - - 7 - —7 • •-• • .7-- r a- o- is r
0 ._ _ _ ___ _._ _ .._ _ __ — , ___ __ _
.
)\-
triN 9
• . • .... • .
...
0 ------', r
... - •..- ... .... •-• 1 I
.
- . ...
•...
.. .-
. I •1 ... -Ir
i I I
• • . ....
i . . ,,.-. •..
t ...,
•
.. .. .
- / ' •,..--'• .. --•-
,
. - . •,, ./
• / / s ."
I • __________
. • —
,. _ •
41/11):5 t9 tv i iSii•B )o.1.,4w . —
. , . ...__________..__.._.......... _....
---
. .
. • _ le IS I
I! I.
---:, es2•/..› •
."
•
yoor e.,,ye,0.—a. ,-,•4 N.-------4 , • . .
. .
• . , I I
. ,
.. ...!..i......,..i.—I
.----...--z.... ,,.
---
-.
N/Q),1 nil I c 14,b
1 '''''::::::...- ... '4%., • .::
„..•-•,,,..,-
. . ,. •.. ..,.......:—. .._ , ..
------, • -,„ r
si.)I It li,' o 1 ,J - "-,.... -.....,-...- „.."" ....- • I ,
. ...,..'''
•‘s. '
. .. ...- ....—-—.. .—........ .-. . ,
'JC°y ..,,G.)Li)c1 nni 1)2 j ....
r, .
. 1
.. ) .
. I
-"c Osej
0 •
. I
, .
, .
•
,. .
•
,.,, , •
;.:: '4C----:
Ms.) .,qv
. .,..
, -
c.,,Iyakr, il WY) i?..) , e4
o‘e 1-6/
6 ."N
Yor tg
Yto.1_- ? )-.
-,,,,,...1 1,11•,,,... '
•
•
J_. .1 j_L ► j 1
. .•._.. .-..r-:.-'a-..:rr a-t_r__xr..i�C. .�._:'_� _!.__.._.�_J ��
�.10I1 i( a
l;rla�a`�S 3R5) �� ,+gl5
OD/
01 ot 5. \`yds
SPECIFICATIONS TRUSS SPAN 23'- 9.0" IRC 2006 MAX MEMBER FORCES 4WR/DDF/Cga1.25 TCM
'x4 DE 1800F LOAD DURATION INCREASE _. 1.15 1- 2=1 -97) 335 1- 8=(-2841 109 2- 8-1-1226) 75 11- 6-1 -631 2491
'x4 DF 1800E SPACED 24.0" O.C. 2- 3-1-2545) 79 8- 9"1-3229) 71 2- 9=( -631 2491 12- 6-1-1227) 75 •
'04 DF STUD 3- 4=1-2200) 75 9-10=( -751 2400 9- 3=( -343) 68
LOADING 4- 5"1-2200) 75 10-1101 -751 2401 3-10"1 -356) 18
:RAL SUPPORT U. 12"OC. VON. LL( 40.01.DL) 7.0) ON TOP CHORD " 47.0 POE' 5- 6=1-25461 79 11-12=1-3291 70 10- 4"( 0) 965
:AAL SUPPORT <e 12"00. UON. DL ON BOTTOM CHORD = 9.0 PSF 6- 7=1 -991 335 12- 7=1-2831 110 10- 5"1 -3571 18 ''..i
TOTAL LOAD^ 55.0 PSF 5-11=/ -343) 68
.ne to peak.: 12-07-08
cad live loads have been LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HORD 8RG REQUIRED BRG AREA
!Y ed for this design.
REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES)
1'- 10.5" -72/ 1317V -79/ 79H 5.50" 2.11 DF ( 625)
r plate prefix designators: BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 21'- 10.5" -72/ 1317V -79/ 79H 5.50" 2.11 DF 1625) '
B,CNIB (or no prefix) = CompuT1us, Inc AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
1,M18HS,M16 "MiTek MT series MAK LL DEFL = -0.015" (L/1500) 8 0'- 0.0" L/120 " 0.188"
MAX TL DEFL - -0.007" IL/32141 8 0'- 0.0" L/90 " 0.250"
MAX LL DEFL = -0.169" (L/13551 8 11'- 10.5" L/240 - 0.954"
MAO. TL DEFL = -0.232" (L/ 5871 8 11'- 10.5" L/180 = 1.272"
MAX LL DEFL = -0.010" (1,115001 4 23'- 9.0" L/120 = 0.188"
MAY. TL DEFL= -0.007" (L/3214) ) 23'- 9.0" L/90 - 0.250"
MAX HORIZ. LL DEFL ' 0.081" 8 21'- 5.0"
MAX HORIZ. TL DEFL = 0.109" 8 21'- 5.0"
NOTE: Design assumes "Dry Doug. Fir Lumber" used
throughout. Not to exceed 194 moisture content.
Wind: 90 mph, h"15ft, TCOL=4.2,)CDL=9.8, ASCE 7-05,
Enclosed, Cat.2, Exp.), MWFRS,
interior _one, load duration factor-1.6
t1Ax COI: TC:0.40 OC'0.39 Web:0.83
Northwest Building Components, Inc.
Rathdrum, ID 83858
Office 208-687-9490
•
11-10-08 11-10-08
1 f f
2-03-12 4-10-04 9-08-08 4-08-06 4-10-06 2-03-12
1 1 1 f of of of
12 12 .
4.0017 M-4x6 Q 4.00 i,,
4.0"
4
M-3x4 3 0„ M-3x4
N
3
R1 W9 w6 r,
M-3x12 A� M,-,3x12
- � � M-5x 8
52 831
1 1.��1g' M-6x6 M-6x6 '•11-+%- 1 r,
0 51 c _ B4 0
0 0
M-3x4 M-5x6 M-5x6 M-3x4
2.00 2.00
12 12
y 2-02 y 4-08-08 j 5-00 y 4-11-14 y 4-08-10 y y
2-02
j Jr y y
1-10-08 20-00 1-10-08
j 2-04 y 9-06-D8 Jr 9-06-08 y i
2-04
I
j l
23-09
ME: Cont HECK- A2 Scale: 3/8"
PM Copyright Con,pi Trus,Inc. Page 2
d with pdfFactory trial version www.softwarelabs.com
1
Ziegler Lumber Company, # 009
17002 E. Sprague
• Veradale, WA 99037
(509) 922-1800
CustomerTOM HECK
Address0 S SULLIVAN RD
City SPOKANE VALLEY WA 99037 (509)
:::......n:v.�:::::.w::::::-}::}:??•:::}::?•:}}}}}:::::%4}v:::':+4'•.�:::::,:;,::w:-,:..,w: .:. :.•::.••-.,'v.} }iii},;-.{w:::.yr.;
..nv:::::::::.�::::::::::::.: .......... ......v::::::.:........................:::.,••:.v}}'-:}}}}:..x:?:ti}r.rn..............f.f..rt}y-.::::::n}ry}}}:::??.......... A-...:Y4:;:rv::...::
...... ..........;:,v...\.\ .................. ,-n-:F:.:$.:-:4:::v,,v�..::..::..:::.,..::�'f.:::?4}}}:4}:{4:4:::4}.,.w•.,.4w:?:{{:v::•
::: :::::::v::::::::::: ::n:w::::x::::::::... .:::::?-:n.r v v+...:..n:4::n......,...............,....n,n.,......:.,-.:�:::r:?ir+f f.4:::::+.+::.:>: :{-:^.�-:?.+.;.�......................................
Item
### Oty Description Unit
1 1 5-1/2X50 FOAM SILL SEALR 423220 ROLL
2 2 2X6 12 ' TREATED 2&BTR 318130 24 EACH
3 2 2X6 10 ' TREATED 2&BTR 318120 20 EACH
4 4 1-1/8X9-1/2X12 ' OSB RIM 394205 EACH
5 16 RFPI20 9-1/2X12 ' I-JOIST 391052 EACH
6 14 1-3/4X9-1/2 I-J FACE HNG 124642 EACH
7 8 4X8 3/4 T&G LP TOP NOTCH 215561 256 EACH
8 5 2X6 16FT FIR 2&BTR 313350 80 EACH
9 X@@@@@ SOME OF THE 12 'S ARE TOP AND BOTTOM PLATE FOR 12 '
10 X@@@@@ REST IS ESTIMATE FOR OVERFRAMING ROOF
11 17 2X6 12FT FIR 2&BTR 313330 204 EACH
12 46 2X6 92-5/8 DRY FIR STUD 313302 368 EACH
13 27 4X8 7/16 WAFERBRD 24/16 215330 864 EACH
14 80 7/16 PLY CLIP 124207 EACH
15 11 4X9 3/8 WAFBD T1-11 80C 233850 396 EACH
16 5 FBT R30X16X48 KRAFT BATT 422310 267 PKG
17 5 OCF R21X15X93 KRAFT BATT 422152 339 PKG
18 4 OCF R38X24X48IN KRFT BAT 422186 256 PKG
19 2 6/0X4/0 WHT VNYL XO L-E 712132 EACH
20 1 3/0X4/0 WHT VNYL XO L-E 712116 EACH
21 1 ICE/WATER SHIELD 2SQ 431105 ROLL
22 1 #30 FELT 2SQ. 431060 ROLL
23 4 OC CLASC SHASTA WHT 20YR 431400 SQ
24 7 10 ' "G" L-METAL WHITE 611045 EACH
25 8 1X3 16FT PRIMED TRIM 331010 32 EACH
26 4 1X6 16FT PRIMED TRIM 331025 32 EACH
27 2 1X4 16FT PRIMED TRIM 331015 11 EACH
28 2 2X10 8FT FIR 2&BTR 315310 27 EACH
29 2 2X10 14FT FIR 2&BTR 315340 47 EACH
30 13 SP398# 20 ' 4/12 40# 2 'OC SCISR TRUSS. . . EACH
31 1 SP398# 20 ' 4/12 40# DROP STRCT GBL EACH
32 4 2X4 8FT FIR STD&BTR 312310 21 EACH
33 4 2X4 14FT FIR STD&BTR 312340 37 EACH
34 2 2X4 16FT FIR STD&BTR 312350 21 EACH
35 6 4X12 5/8 FIRE GUARD BD 441080 288 EACH
36 5 4X12 1/2 PLASTERED REG 441050 240 EACH
37 5 4X8 1/2 PLASTERED REG 441030 160 EACH
38 2 48LB. PREMIX ALL-PURP JC 442040 BOX
39 1 500 FT DRYWALL TAPE 442090 EACH
40 1 6/0X6/8 WH PATIO DOOR OX 712712 EACH
41 1 DELIVERY FEE 001002
............................................. EACH
i}.`:` ,i.:.L;� •+',.1.... f 002/002
08/03/2010 10:06 FAX 509 926 969 � � -
ri.F.)F-.H{'H.. (i(.:.1I f-1kir:01-41 PACE 02/04
11000,14 MAMPAAL
1.
141-1-7 -3° ,L5-1-1-3 d0y/2
lstturtTIoN Phil j •
`r• '7,...jto, . .
s S
G.P FA':<,l° _.0.,,,,,''$ f Y le I g t rvItit> S rt14, t 'rat (
- fg
.1N10,4,F3�C, 5 ii1 p 41)6 es , Ti"" Q C.
t rittaR /4z it t. £..,, ...-r ,.t4c:z<ivd
' rye
-f. t1; .r.� r.,T'
• -••'"--- 11Y:eft,A1I*4 e`l.1 I Eiz/`A f" d
A
O''
TP TO1 , :( C . .A,. . t rg
• ,:,, _ ^fir
• 1.!=1:4&f:'
: yf:'
r r '3V i Rsyvkrot.j .,f ., 4-
...,ii' r
4 :` I ,
,Z` t
For City Use Only
SPLUS Project Number 2. 21--i
CITY OF Project Address 1
pokane , ."_..
a e
y 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revised target date.
Your application review TARGET DATE is `\' F' ' ?'i `, I
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re-submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the
expertise for dealing with reviewer comments would be-the best choice for the entire review process.
` ➢ Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure,you will save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred
submittal.This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone, fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re-
submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE-APPLICANT PINK-BUILDING FILE REV 9/07
.
•
al
I I &X 1 ST►>ve_r D6CA(,
, 1 ' L . 181 I -1 '
4 : ~� ----1, PLANNING DEPT. APPROVED
-Ill -o .
!lP ' ' • o S BY. /^^
t4 , 25Z S q ...._t__ , •
I: - / /
,� I P fi6ef
ii' 1, 33 f �� _,i ' -,' 167A... SLS i'
/+ yam$ •
oaf 5124, • • I qie / /
«s + /053 S .. 21
4 i
1, S .
li i � . ,
-nq . ,
•,� : -_:01,42_.1, it '] ,
4G CSV PERMIT CENFER
--V'')(14rt i r44. 7-_. NI -I .e. . .. AUG G 3 200
%akACr s • - M (Project#�A_ _2 4
Name -
\ " _ 1461c33-1 ----'..t. I , Pert+EW Submittal __ t ----
__
poi .
s: 1444,7 .. .0 -"��'k "N1-o. v o *P411-4101.. . :
f
•
•
P�< :1*CI • "a 1 ST1146r haat( . .
' . . . : - - . • T-n • / :• • : .• . .
LL
�_ o<<. , .
'i 4b Off -/ �� vJ
. _• •ILt1. ' y/lo SQ. 7C .. .�
3 • 1• • i:1) �. /
1l' - - . . P.g_atie./r
' S�-Cf fit- . , ' - -Nti "1,.. 767z/... Sr
1, I • • qlf / - /
,3a fi X /053 Sp.p.
i I'CI '• 4 l
i f
C - PLANNING DEPT. APPROVED •
• W-14T►1- , ow40 ' . •. • DATE: 3i1/2