2006, 04-21 Permit App: 06001370 CarportProject Number: 06001370 Inv: 1 Application Date: 4/21/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Location:: CSV
Address: 1608 N HODGES LAND
SPOKANE VALLEY, WA 99016
Zoning: UR -7 Urban Residential -7
Water District: Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Building Plan Reviewer
Originally Released: 4/19/2006 By: TMELBOU
Landuse/Zoning/HE Conditions
Originally Released: 4/18/2006 By: CJJANSSE
Sewer Review
OWN ��"��,srs-
Tte
PER Roger @ utilities
Originally Released: 4/21/2006 By: amblake
Permits:
Operator: AMB Printed By: AMB Print Date: 4/21/2006
Project Number: 06001370 Inv: 1 Application Date: 4/21/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
SPOKANE WA 99217
Description GM Tvpe Notes
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes:
Building Permit
Firm: ALPINE PATIO CONCEPTS
Phone: (509)467-0600
Total Project:
Sg Ft Valuation
325 $6,175.00
325 $6,175.00
Fee Amount
$139.25
$4.50
$55.70
Permit Total Fees: $199.45
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $199.45 $199.45 $0.00 $199.45
$199.45 $199.45 $0.00 $199.45
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: AMB Printed By: AMB Print Date: 4/21/2006
This Application:
Sq Ft
Valuation
325
$6,175.00
Totals:
325
$6,175.00
Units
Unit Desc
1
SELECT
1
SELECT
1
SELECT
Total Project:
Sg Ft Valuation
325 $6,175.00
325 $6,175.00
Fee Amount
$139.25
$4.50
$55.70
Permit Total Fees: $199.45
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $199.45 $199.45 $0.00 $199.45
$199.45 $199.45 $0.00 $199.45
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: AMB Printed By: AMB Print Date: 4/21/2006
Project Number: 06001370 Inv: I Application Date: 4/18/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Location:: CSV
Address: 1608 N HODGES LAND
SPOKANE VALLEY, WA 99016
Zoning: UR -7 Urban Residential -7
Water District: Hold: ❑
Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
nevi- -
Buil*
Landuse/Zoning/HE Conditions
Sewer Review
Permits:
Contractor: ALPINE PATIO CONCEPTS
Address: 9300 N MARKET
SPOKANE WA 99217
Operator: AMB Printed By: AMB
Released By:
Building Permit
Firm: ALPINE PATIO CONCEPTS
Phone: (509) 467-0600
Print Date: 4/18/2006
Project Number: 06001370 Inv: 1 Application Date: 4/18/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Notes:
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
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: AMB Printed By: AMB Print Date: 4/18/2006
i, or Permit Center
S a�aRe 11707 E Sprague Ave, Suite 106
,;oS Valle99206
Spokane Valley, (509)
Y (509)688-0036 FAX:
: (509)688-0037
Community Development «''%,x'-spokanevalley.oro.com
Residential Construction ❑ New Construction ❑ Accessory Bldg
Permit Application :v�rAddition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS
ASSESSORS PARCEL NO: SS0�3 - `� I LEGAL DESCRIPTION:
,s
a
Name: SO-A(X) a
.eP,
Address: ) %U8
N- qoJW.
City: S Po L
Zi D 14
Phone: qt -(--45-30
Fax:
Name:
Phone: t(�
Describe the scope of work in detail:
64
W.
LiTti
Name: % )) P a —c -
Address: , J- 9 3 00 M4Irkeit-
City: S PZWrve- zip: 99 Z 17
Ph (07-0600 Fax: q67-77-9-/
Lic No 4tP/0eC9 y7(33Ex . Date: 6//-08
City Business Lic No:
Cost of Project: $
s,,ts4eA , 6"J Z Se -h 6
**************The foIlowine MIDST be comDlete: (write N/A if not
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
2 Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FTG:
AREA:
FINISHED BASEMENT
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
SQ. FTG:
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE: JSEWER
OR SEPTIC?
DISCLAIMER
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, code's or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
UITZ plication ca
Signature `- �`�l Date Ll 17-06
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash ❑ Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 825(1005
❑ Other
04JP �-1-5
1604
L
ilrr
..` �:t..i�?�
uu
.._,�. S ..,...w-- .....�.....
t
t
53
1622
' VltlDE UTILITY
ASEMENT (TYP.
O0[
sews M we* & o w e e w J• *000 � e *000 oww• w o e l*0040000004* *ar•• w w1• w o• s M w•••♦ e• w w• w w•
10"
d
See wa Leh
Z f9 / /Ooh f�od�.� e
.� z Z .5-/h 0k7 7e;�l 7 39/�007G7
Post -10 �> M464-�,U,r
6 Lt *-e R ;-A6A
5) j)owNs f'L,)U E-,
ROLL FORMED PANEL PANEL
FASCIA, ALUMINUM
I BEAM OR OTHER
STRUCTURAL HEADER
FREESTANDING SINGLE SPAN COVER
WIDTH MUST BE AT LEAST d
CUBIC
75% OF PROJECTION FOR L FOOTING
SINGLE SPAN ATTACHED
STRUCTURES d d
WIDTH LEDGER BOARD
0.5' PER 12'
MINIMUM SLOPE
PROJECTION
ATTACHED SINGLE SPAN COVER :=`.v'.
MAYBE MULTISPAN
3.5' CONCRETE
SLAB (OPTIONAL)
FORMED PANEL PANEL
CIRCULAR FOOTING
ALL HEADERS MAY
OVERHANG 30% OF
POST SPACING
MULTIPLE SPAN'
HEADERS ARE ALLOWED
PATIO COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS AND
CARPORTS ARE LIMITED
TO 18' HEIGHT
W.
sn
ALL PANELS -
MAY OVERHANG
30% OF THEIR
CLEARSPAN
WOMPER'll
d
L
d
SINGLE SPAN
FREESTANDING UNIT
&Q�
k04
.j
I BEAM OR OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT
4sk' �03j
POST
• CUBIC
FOOTING
EXP
Pu'
34-
Lyl
< C
C Ai
Fl-
•
3.5' CONCRETE
SLAB (OPTIONAL)
Ed
:TRUCTURAL PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
" Vee Panel
Panel Wind Speed and Exposure
Gauge Exposure B Exposure C
(in) 90 110 90 110
0.020
10'-8"
10'-8"
10'-8"
10'-8"
0.025
12'-3"
12'-3"
12'-3"
12'-3"
0.032
14'4"
14'-4"
147-4"
14'-4"
0.040
16'-9"
16-9"
16'-9"
16'-9"
!10.018
14'-2"
14'-2"
14'-2"
14'-2"
0.020
10'-5"
10'-5"
10'-5"
10'-5"
0.025
11'-11"
11'-11"
11'-11"
11'-11"
0.032
14'-0"
14'-0"
14'-0"
14'-0"
0.040
16'-4"
16'4"
164"
164"
10.018
13'-10"113'-10"
11'-5"
13'-10"
13'-10"
0.020
9'-6"
9'-6"
9'-6"
9'-6"
0.025
10'-11"
10'-11"
10'-11"
10'-11"
0.032
12'-10"
12'-10"
12'-10"
12'-10"
0.040
14'-11"
14'-11"
14'-11"
14'-11"
10.018
12'-8"
12'-8"
12'-8"
12'-8"
0.020
8'-3"
8'-3"
8'-3"
8'-3"
0.025
9'-6"
9'-6"
9'-6"
9'-6"
0.032
11'-2"
11'-2"
11'-2"
11'-2"
0.040
13'-0"
13'-0"
13'-0"
13'-0"
10.018
10'-8"
10'-8"
10'-8"
10'-8"
0.020
T-5"
T-5"
T-5"
T-5"
0.025
8'-6"
8'-6"
8'-6"
8'-6"
0.032
10'-0"
10'-0"
10'-0"
10'-0"
0.040
11'-8"
11'-8"
11'-8"
11'-8"
10.018
9'-4"
1 9'-4"
9'-4"
9'-4"
0.020
6'-9"
6'-9"
6'-9"
6'-9"
0.025
T-9"
T-9"
T-9"
7'-9"
0.032
9'-2"
9'-2"
9'-2"
9'-2"
0.040
10'-8"
10'-8"
10'-8"
10'-8"
10.018
8'-3"
8'-3"
1 8'-3"
8'-3"
3"x24" Tri Vee Panel
Live Panel Wind Speed and Exposure
Load Gauge Exposure B Exposure C
(psf (in) 90 110 90 110
20 0.020
9'-6"
9'-6"
9'-6"
9'-6"
0.025
11'-2"
11'-2"
11'-2"
11'-2"
0.032
13'-5"
13'-5"
13'-5"
13'-5"
0.040
14'-10"
14'-10"
14'-10"
14'-10"
Steel 0.018
11'-8"
11'-8"
11'-8"
11'-8"
25 0.020
9'-3"
9'-3"
9'-3"
9'-3"
0.025
10'-11"
10'-11"
10'-11"
10'-11"
0.032
13'-2"
13'-2"
13'-2"
13'-2"
0.040
14'-7"
14'-7"
14'-7"
14'-7"
Steel 0.018
11'-5"
11'-5"
11'-5"
11'-5"
30 0.020
8'-6"
8'-6"
8'-6"
8'-6"
0.025
10'-0"
10'-0"
10'-0"
10'-0"
0.032
1
12'-0"
12'-0"
12'-0"
12'-0"
0.040
13'-9"
13'-9"
13'-9"
13'-9"
Steel 0.018
10'-4"
10'-4"
10'-4"
10'-4"
40 0.020
T-4"
7'-4"
7'-4"
7'-4"
0.025
8'-8"
8'-8"
8'-8"
8'-8"
0.032
1
10'-5"
10'-5"
10'-5"
10'-5"
0.040
12'-2"
12'-2"
12'-2"
12'-2"
Steel 0.018
8'-10"
T-10"
8'-10"
8'-10"
50 0.020
6'-7"
6-7"
6'-7"
6-7"
0.025
T-9"
T-9"
T-9"
T-9"
0.032
1
9'-4"
9'-4"
9'-4"
9'-4"
0.040
10'-11"
10'-11"
10'-11"
10'-11"
Steel 0,018
T-9"
7'-9"
7'-9"
T-9"
60 0.020
6'-0"
F'-0"
6'-0"
6'-0"
0.025
T-1"
T-1"
7'-1"
T-1"
0.032
8'-6"
8'-6"
8'-6"
8'-6"
0.040
10'-0'
10'-0"
10'-0"
10'-0"
Steel 0.018
6-11"
6'-11"
6'-11"
6' -11 -
TABLE 1.1 TABLE 1.2
ALL PANELS MAY OVERHANG UP TO 30% OF THEIR CLEARSPAN
4'x12" Vee Panel (Single Span Only)
Live Panel Wind Speed and Exposure
Load Gauge Exposure B Exposure C
(pst (in) 90 110 90 110
20 0.020
12'-6"
12'-6"
12'-6"
11'-4"
0.025
14'-10"
14'-10"
14'-10"
13'-6"
0.032
17'-9"
17'-9"
17'-9"
16'-5"
0.040
19'-2"
19'-2"
19'-2"
19'-2"
Steel 0.018
14'-5"
14'-5"
14'-5"
14'-5"
25
12'-3"
12'-3"
12'-3"
11'-4"
0.025
14'-5"
14'-5"
14'-5"
13'-6"
10.020
0.032
17'-4"
17'-4"
17'-4"
16'-5"
0.040
18'-10"
18'-10"
18'-10"
18'-10"
Stee10.018
14'-0"
14'-0"
14'-0"
14'-0"
30 0.020
11'-2"
11'-2"
11'-2"
11'-2"
0.025
13'-3"
13'-3"
13'-3"
13'-3"
0.032
15-10"
15'-10"
15-10"
15-10"
0.040
17'-10"
17'-10"
17'-10"
17'-10"
Steel 0.018
12'-8"
12'-8"
12'-8"
',tZ-8"
40
9'-8"
9'-8"
9'-8&
9'-8"
0.025
11'-6"
11'-6"
11'-6"
11'-6"
10.020
0.032
13'-9"
13'-9"
13'-9"
13'-9"
0.040
15-11"
15-11 '
15-11"
15-11"
Steel 0.018
10'-8"
10'-8"
10'-8"
10'-8"
50
8'-8"
8'-8"
8'-8"
8'-8"
0.025
10'-3"
10'-3"
10'-3"
10'-3"
10.020
0.032
12'-4"
12,-4"
12,-4"
12'-4"
0.040
14'-3"
14'-3"
14'-3"
14'-3"
Steel 0.018
9'-4"
9'-4"
9'-4"
9'-4"
60
T-11"
T-11"
7-11"
7'11"
0.025
9'-5"
9'-5"
9'-5"
91-5"
10.020
0.032
11'-3"
11'-3"
11'-3"
11'-3"
0.040
13'-1"
13'-1"
13'-1"
13'-1"
Stee10.018
8'-3"
8'-3"
8'-3"
8'-3"
Putnam Engineering
3441 Ivylink Place
Lynchburg, VA 24503
(434)384-2514
carl putn am(&adelphia. net
FABLE 1.3
Viking 2.5'x6" Flat Panel
Live Panel Wind Speed and Exposure
Load Gauge Exposure B Exposure C
(psf) (in) 90 110 90 110
20
0.020
9'-11" 9'-11"
9'-11" 8'-1"
0.024
11'-5" 11'-5"
11'-5" 10'-1"
0.032
14'-4" 14'-4"
14'-4" 14'-0"
0.040
17'-2" 17'-2"
17'-2" 17'-2"
25
0.020
9'-8" 9'-8"
9'-8" 8'-1"
0.024
11'-1" 11'-1"
11'-1" 10'-1"
.032
14'-0" 14'-0"
14'-0" 14'-0"
0.04016'-9"
16'-9"
16-9" 16'-9"
30
0.020
8'-10" 8'-10"
8'-10" 8'-1"
0.024
10'-2" 10'-2"
10'-2" 10'-1"
0.032
2'-10'12'-10'12'-10'
12'-10"
0.040
15'-5" 15'-5"
15'-5" 15'-5"
40
0.020
T-8" T-8"
T-8" T-8"
0.024
8'-10" 8'-10"
8'-10" 8'-10"
0.032
11'-2" 11'-2"
11'-2" 11'-2"
0.040
13'-5" 13-5"
13'-5" 13'-5"
50
0.020
6-11" 6-11"
6-11" 6-11"
0.024
T-11" T-11"
T-11" T-11"
0.032
10'-0" 10'-0"
10'-0" 10'-0"
0.040
12'-0" 12'-0"
12'-0" 12'-0"
60
0.020
6'-3" 6'-3"
6'-3" 6'-3"
0.024
7'-3" T-3"
T-3" T-3"
0.032
9'-2" 9'-2"
9'-2" 9'-2"
0.040
11'-0" 11'-0"
11'-0" 11'-0"
FABLE 1.4
Lo
44PI,
-1111THIS U so,
BUILDING PRODUCTS
Mesquite, TX 75149
(972) 285-8811
F(972) 882-8818
171 2.440
41'
A U41�-
O 3'x24' STRUCTURAL PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
0.070
0450
OS00-{
/C\-0806 I
2.419 3.500 4.0
60'
0806
07 ��3.000
4'x12' STRUCTURAL VEE PANEL
3004H36 ALUMINUM
ASTM A-653 GRADE 40 STEEL
1.000 0.920
2.500 Q300 2.460
Q 6.000
us
2.5'x6' FLAT PANEL
3004H36 ALUMINUM
DOTES
FASTEN ALL PANELS TO FASCIA WITH #10 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS (.SDS).
FASTEN ALL PANELS TO OTHER HEADERS WITH #14 SMS OR SDS,
3, 90 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12'.
1, 105 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS
JNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12'
� I-O.o2e
-r4.000-1
r 4.000 I- 3.000-1
y F
`80.140
3.000 OA32 ALUM
80.380 0.043 STEEL
4' OR 5' 0.188 0.062 3.000%f Y n
4 DO 0.125 ;imio
- I lz 0s272 3' CLOVERLEAF POST
+ ":1 ~ 3004H36 ALUMINUM
0.125'X4'x4' POST 10 4' ❑R 5' SQUARE 0,075'X3'x3' POST 0,062'X3'x3' MAGNUM POST
6063T6 ALUMINUM STEEL POSTS ASTM A36 6063T6 ALUMINUM
6063T6 ALUMINUM ASTM A-653 GRADE 40 STEEL
0274 0.577 03270 3.662-{
0.032 0-062 - 5.04 I
�jr--�'� ` 0.062 3.600 00511
' r Il1S00 Q11S00 T 0.250 - Q �` 3.1.00 I 3.100 0.062
�. �J 4.100 1299 ( 4.060 16 I+
15 ' \ 3.081
1,5' SQ TWIN POST 3.993 I-Loo0 t -1.012
3004H36 OR 6063T6HANGERS FOR 3' PANELS AWNING RAIL
ALUMINUM -
HANGERS FOR 4' PANELS 6063T6 ALUMINUM 606376 ALUMINUM
6063T6 ALUMINUM
•EXTRUDED ALUMINUM CLIP
1.005
0.075
6110 ' k -E-1.375
�u
1.9 15
Q1-3.650-{
20
• 6' SMOOTH GUTTER
6063T6 ALUMINUM
I 0640 '-R0.315 I 1 04 -R0.315
FOR 4' PANELS a
FOR 3' PANELS �
6110 5110
5.782 0.055
1.812
11.4761 0.0 2 0 10,476]-
i 0.075 2-050 I
ep 0.480J I-3.770-�
6' MAGNUM GUTTER
6063T6 ALUMINUM
t0,480� 1---3.770---j
22
rli
5' MAGNUM GUTTER
6063T6 ALUMINUM
FASCIA SPLICES
6' MAGNUM
MUST BE
SPLICE
WITHIN
6063T6
12' OF A POST.
ALUMINUM
Apr 19 2006 9:50 HP LASERJEI I -HX
i _� it y baa A
Lima.
mid s tii_m f 3
SHEET NO.
1
tA
2
3
3A
4
E
AND Ctun N il�C k i T
0
L S1Fi 1 ?12 FCR
Pf1,V :PUL". ,,.?AL'S 11
ET: pO k 11 FOR
i�w zars+E�s 12
13
4I SIEE7 �fi
'�ATTAOOEV7 nc1�__
r, xtst, tkut.�c
�- EMST. OMDNG
TAB! E Cr "QNTr,1\17S
CL�IVTCv1
'OVER SHEET
UMIOD OF USING TASK=S, ^EVER"d NOTES, InlS'UTr�RI' ' fTi G.,..
DECKING SPANS
PATIO COYERa- ALLOWABLE SPANS, RECUIRED COLUMNS & FNii!;GS
20 PSF SPAN TABLES
25 PSF SPAN TABLES
30 PSF SPAN TABLES
40 PSF SPAN TAEILES
50 PSF SPAN TABLES
60 PSF SPAN TA3LES
COMPONENT DETAILS
COMPONENT DETAILS
CONNECTION DEIAILS - POSTS TO FOOTINGS
C1,VNECTiOl DETkU -- Pj T,b DFAMS TO POSTS, F.AS(:!A ATTAwl.;ENT
CONNECTION DETAILS — 1101;—PARD 9EAWS W "OSTS. ;ASCU;,
5CFOLL COLUIdN TO ALL BEAUS
CONNECTION DEfkLS — SPLICES AND ATTAC'-QdENT
TO aILCING
SKYLIGHT %PFDiU JQJS1 - ALLOIi'A.BLE SPAN
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BUILDING PRODUCTS
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PROVIDE DIAGRAMS AND
ENGINEFR,!!!G LAYOUTS FOR
ROOF TRU:-'SES, BEAMS AND
FLOOR S)'>; E=M3 PRIOR TO FRAMI-IG
INSPECTIONS
CITY COI'Y
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
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RE E'I,t`aPLsANCE
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