2007, 10-12 Permit App: 07004062 CarportProject Number: 07004062 Inv: 1Application Date: 10/12/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Parcel Number: 55083.9066 Block:
SiteAddress: 1719 N HODGES LN
Lot:
Owner: Name: MISSION MEADOWS
Address: 15918 E CAMERON CT
Location:: CSV SPOKANE VALLEY, WA 99037
Zoning: UR -7 Urban Residential -7
Water District: 134 CONSOLIDATED ID #19
Area: 0 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: .
Review
Building Plan Review
Originally Released:
Landuse/Zoning/HE Conditions
Originally Released:
Permits:
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Released By:
10/11/2007 By: tmelbourn
Released By:
10/11/2007 By: mpalaniuk
Operator: JD Printed By: JD Print Date: 10/12/2007
Project Number: 07004062 Inv: I Application Date: 10/12/2007 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 Gra Tyne Notes
CARPORT OP R-3 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Firm: ALPINE PATIO CONCEPTS
Phone: (509)467-0600
This Application:
Sq Ft Valuation
812 $12,180.00
Totals:
812 $12,180.00
Units
Unit Desc
1
SELECT
1
SELECT
1
SELECT
Total Project:
Sg Ft Valuation
812 $12,180.00
812 $12,180.00
Fee Amount
$223.25
$55.81
$4.50
Permit Total Fees: $283.56
Notes r
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 Owina
Building Permit $283.56 $283.56 $0.00 $283.56
$283.56 $283.56 $0.00 $283.56
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: 10/12/2007
�e Permit Center
SM
11707 E Sprague Ave, Suite 106
]py Spokane Valley, WA 99206
�"(509)688-0036 FAX: (509)688-0037
Community Development 'A'R'w,Snokanevallev ori com
k-1 (D(�" �--
Residential Construction ❑ New Construction o Accessory Bldg
Permit Application ❑ Addition/Remodel o Deck
15
XDther: 4)"Ae7
SITE ADDRESS
ASSESSORS PARCEL NO:
Name: V rZ.- F -IV 14
Address: `� q
City:. S;Poie/4nr. 0
Phone:
e
Fax:
OC CZE L-A./.
LEGAL DESCRIPTION:
Name: A - In
Lam. Address:
G'
City:
Phone: �c;yJ 'C'ti' Fax:
f 1 t M K
EWAt
all:.Yh
n.
�I• * Y
Describe the. scope of work in detail:
**************The followin
HEIGHT TO PEAK MfF�c�Of MUST be cc
MAIN FLOOR TO SQ.FLOOR SQ.
FTG:
ED BASEMENT GARAGE SQ.
M.
OF
Lic No:
Business Lic No:
Cost of Project:
qewrite N/A if not a Tical
# OF STORIES:
UNFIN BASEMENT SQ. FTG
DECK/COV. PAT O SQ. FTG;
HEAT SOURCE
Exp. Date: U i - Z 3 -U
$ �)' 66' . CSC%
TOTAL HABITABLE SPACE
IMPERVIOUS SURFACE
AREA:
7-1 30'/o SLOPES ON
PRr%DcoTv.
OR 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
signatory is the properly owner or has permission to represent the property
P Pent owner. 3) The
in full compliance with the City of Spokane Valley Development Code. Referenced diesaresavailable for I review a the nC� obe f done
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a
local laws, codes or ordinances. 6) Plans or additional information may be permit t or approval for any violation n federal, state e f
IJ Y required to be submitted, and subsequently approved before
X
Signature '
Date �� "" � r
r
Method of Payment (Faxed permit applications will only be accepted with major bankcard)�
❑ Cash ❑ Check 11W�1a�
Sankcard #: ❑ Mastercard ❑ VISA ❑
Expires: VIN#:
Authorized Signature:��f, u
REVISED "MS
Carl Putnam P.E.
3441 Ivylink Place
Lynchburg, VA 24503
Carl Putnam, P.E.
May 1, 2007
Thad W. Shoesler
Alpine Patio Concepts, Inc.
9300 N Market Street
Spokane, WA 99217
Dear Thad:
I am the engineer of record for the Metals USA: Engineering for Aluminum Patio Covers,
Carports and Commercial Structures. These plans are standard plans and are designed so
that a non design professional can easily determine the components/details required to build
a structure. Alpine Patio Concepts, Inc. is a customer of Metals USA and the engineering
package is applicable to all structures they build within the scope of the plans. I am licensed
in 25 states and these plans are used similarly all over the country.
Please contact me at (434) 384-2514 or at cadi)utnamO-comcast.net if you require further
information.
Sincerely,
Carl Putnam, P.
Cc: Mike Irvin
0 STRUCTURAL PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
"x17' Vee Panel 3'SQ4" Tri Vee Panel
_ive Panel Wind Speed and Exposure
.oad Gauge Exposure B Exposure C
psi? (in) 90 110 90 110
20 0.020 10'-8" 10'-8" 0'-
18" 10'-8"
0.025 12'-3" 12'-3" 12'-3" 12'-3"
0.032 14'•4" 14'-4" 14'-4" 14'-4"
0.040 16'-9" 16'-g" 16'-9" 16'-9"
Ste e10.018 14'-2" 14'-2" 14'-2" 14'-2"
25 0.020 10'-5" 10'-5" 10'-5" 10'-5"
0.025
0.032 14'-0" 14'-0" 14'-0" 14'-0"
0.040 16'4" 16'4" 16'-4" 16'1)"
Stee10.018 13'-10" 13'-10" 13'-10" 13'-10"
30 0.020 9'-0" 9'-6" 9'-6" 9'-0"
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"
Steel 0.018 12'-8" 12'-8" 12'-8" 12'-8"
140 0.020 8'-3" 8'-3" 8'-3" 8'-3"
0.025 9'_6„ 9,-0„ 9,_6,. -0
9,,.
0.032 11'-2" 11'-2" 11'-2" 11'-2"
0.040 13'-0" 13'-0" 13'-0" 13'-0"
Steel 0.018 10'-8" -I ol-8" 10'-8" 101-8"
50 0.020 T-5" 7-5" T-5" 7'-5"
0.025 8'-6" 8._61- 8'-6" 8'-6"
0.032 10'-0" 10'-0" 10'-0" 10'-0"
0.040 11._8,. 11,_8,. 11,_8,• 11,_8..
Steel 0.018 9'-4" 9-4" 9'4" 9'-4"
60 0.020 6'-9" 77 6'-9" 6'-9"
0.025 7_9., T_g„ 7._9., 7._9..
0.032 9.-2" 9'-2" 9'-2" 9'-2"
0.040 T9-8" 10'-8" 10'-8" 10'-8"
Ste A 0.018 8'-3" 8'-3" 8'-3" 8'-3"
TABLE 1.1
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
1
(psf) (in) 90 110 90
110
20
0.020 12'-6" 12' 6"
11'-4"
Gauge Exposure B Exposure
0.025 14'-10" 14'-10 14-10"
13'-6"
(psf)
0.032 17' 9" 17' 9" 17'-9"
16'-5"
(psf) (in)
20 0.020 1 '-5" 10'-0" 11'-1" 8'-1"
0.040 19.2„ 19' 2" 19._2..
19'-2"
Stee10.018
14'-5" 14'-5" 14'-5"
14'-5"
25 0.020 17-3" 12'-3" 12'-3"
10'-1"
0.025 14'-5" 14'-5" 14'-5"
13'-6"
0.032 17'-4" 17'-4" 17' 4"
16'-5"
0.040 18'-10" 18'-10" 18'-10"
18'-10"
Steel 0.018 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"
Stee10.018 12'-8" 12'_8" 12'-8"
12'-8"
40 0.020 9'-8" 9'-8" 9'-8"
9'-8"
0.025 11'-6" 11._6,. 11'-6"
11'-6"
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 0.020 8' 8" 8'-8" 8'-B"
8'-8"
0.025 10'-3" 10'-3" 10'-3"
10'-3"
0.032 12'4" 12'-4" 12'-4"
12-4-
0,040 14'-3" 14'-3" 14'-3"
14'-3"
Steel0.018 9'-4" 9'4" 9'-4"
9'-4"
60 0.020T-11" 7'-11" 7'-11"
T-11"
0.025 9'-5" 9'-5" 9'-5"
9'-5"
0.032 11'-3" 11'-3" 11'-3"
1
11'-3"
0.040 13'-1" 13'-1" 13'-1"
13'-1"
Stee10.018 8'-3" 8'-3" 8'-3"
8'-3"
0.032 13.7„ 13.7 13.7 13,_7.,
TABLE 1.3
Putnam Engineering
11' 2"
3441 Ivylink Place
Lynchburg, VA 24503
13'-5"
(434) 384-2514
50
carlautnam9badelvh Ia. net
6'-11"
III L 111 LU U U 1 Imo`�., -/P1,," �
3UILDING PRODUCTS
Mesquite, TX 75149
(972) 285-8811
F(972) 882.8818
�-,J „�.�
9
Viking 2.51x6" Panel (Single Span Only)
liking 2.5'W" Flat Panel
Live Panel Wind Speed and Exposure
Live
Panel Wind Speed and Exposure
Load Gauge Exposure B Exposure C
Load
Gauge Exposure B Exposure
C
90 110 90 110
(psf)
(in) 90 110 90
110
-'
(psf) (in)
20 0.020 1 '-5" 10'-0" 11'-1" 8'-1"
20
9'-11" 9'-11" 9'-11"
0.024 14'-6" 12'-2" 13'-6" 10'-1"
10.020
0.024 11'-5" 11'-5" 11'-5"
10'-1"
0.032 16'-0" 16' 0" 16'_0 14.0
0.032 14'-4" 14'-4" 14'-4"
14'-0"
17'-2" 17'_2' 17.2 17._2.
LL j
0.040 17'-2" 17'-2" 17'-2"
17'-2"
0.040
12'-2" 10.0 11 1 8'-1"
25
0.020 9'-8" 9'-8" 9'-8"
8'-1"
25 0.020
0.024 14'-2" 12,_2„ 13' 6" 10.1
}.
0.024 11._1,. 11,_1„ 11._1.,
10._1..
0.032 15'-9" 15'.9" 15.9„ 14._0„
0.032 14'-0" 14,_0„ 14•_0"
14._0„
0.040 16-11" 16-11" 16'-11" 16'-11"
0.040 16'-9" 16'-9" 161-9"
16'-9"
30 0.020 11'-1" 10'-0" 11'-1"
30
0.020 8'-10, 8'-10" 8'-10"
8'-1"
0.024 12'-11" 12' 2" 12'-11"
0.024 10'-2" 10'-2" 10'-7'
10'-1"
0.032 14'-10" 14'-10" 14'-10" 14'-0"
0.032 7-10' 12'-10 2'-10'
12'-10"
0.040 16'-0" 16'-0" 16'-0" 16' 0"
0.040 15'-5" 15'-5" 15'-5"
15'-5"
9' 8" 9'-B"
40
0.020 7'-8" T-8" 7' 8"
7'-8"
40 0.020
0.024 11' 3" 11'-3" 11' 3„ 10' 1"
0.024 6'-10" 8'-10" 8'-10"
8'-10"
0.032 13.7„ 13.7 13.7 13,_7.,
0.032 11._7. 11,_2., 11•_2„
11' 2"
0.040 14,_7„ 14._7., 14._7" 14.7
0.040 13,_5.1 13._5. 13._5"
13'-5"
8'-B" 8'-8" 8'-8"
50
0.0206'-11" 6'-11" 6'-11"
6'-11"
50 0.020
10'-1" 10'-1" 10''1" 10'-1"
0.0247'-11" 7'-11" 7-11"
7'-11"
0.024
12'-6" 12'-6" 12'-6" 12'-6"
003210'-0" 10'-0" 10'-0"
10'-0"
0.032
0.040 13._7, 13._7., 13,_7" 13'-7"
0'.040112'-0"- 12.0 12.0"
12 0.,
0.020 T-11" 7'-11" T-11" T-11"
60
0.020 6'-3" 6'-3" 6'-3"
6'-3"
60
0.024 9' _3" 9,_3., 9,_3„ 9,_3..
0.024 7, 3., 7, 3.. 7. 3,.
7, 3,.
0.032 11'-5" 11._5, 11' S" 11,_5.
0.032 9'-2" 9'-2" 9'-2"
g'-2"
0.040 12'- 12'-9" 12'-9" 12•_9„
0.040 11 _0 11.0 11 0„
11.0
TABLE 1.!
TABLE 1.4
fir Ilitt,;
III L 111 LU U U 1 Imo`�., -/P1,," �
3UILDING PRODUCTS
Mesquite, TX 75149
(972) 285-8811
F(972) 882.8818
�-,J „�.�
9
y„ J
f--
CC
Page 1 of 27
is§
=
W
0
1--
-
e-d"f
^-.
LL j
rJ
}.
ROLL FORMED PANEL PANEL
FASCIA, ALUMINUM
I BEAM OR OTHER
POST
FREESTANDING SINGLE SPAN COVER
CIRCULAR FOOTING
WIDTH MUST BE AT LEAST d
75% OF PROJECTION FOR L CUBIC
SINGLE SPAN ATTACHED V FOOTING
STRUCTURES d ALL HEADERS MAY
OVERHANG 30% OF
WIDTH LEDGER BOARD POST SPACING
0.5' PER 12'
MINIMUM SLOPE
PROJECTIONN
, 14
ATTACHED SINGLE SPAN COVER
MAY BE MULTISPAN
MULTIPLE SPAN-/
HEADERS ARE ALLOWED
PATIO COVERS ARE
LIMITED TO 12' HEIGHT
COMMERCIAL COVERS AND
CARPORTS ARE LIMITED
TO 18' HEIGHT
3,5' CONCRETE
SLAB (OPTIONAL)
ROLL FORMED PANEL PANEL
I BEAM OR OTHER
STRUCTURAL HEADER
MULTISPAN
FREESTANDING UNIT
\, V3
POST
ALL PANELS/..
MAY OVERHANG
30% OF THEIR
CLEARSPAN CUBIC
FOOTING
L
d
SINGLE SPAN
FREESTANDING UNIT
C= oo
cw#=
coom o a
c==
i
z V cr
X&A
0
m
EXPIRES 0 25 -
CHP
as q cmp
o.r 9/2/2003
'lEV0lMVG
3.5' CONCRETE
7
SLAB (OPTIONAL)
2440
1.420-}----{ x0500 Ob50 \ 0.070
\ I 0.806 0.500 1.000 0920
0871-� 2.440 \ 3292
y41' 0.429 410 2.419 3i 0 4: 2.500 x0.3000 2.460
-a300--f--I\� 0.,
°.4441 6.000
3'x24' STRUCTURAL PANEL 4'x12' STRUCTURAL VEE PANEL 2.5'x6' FLAT PANEL
3004H36 ALUMINUM C= C!]
ASTM A-653 GRADE 40 STEEL 3004H36 ALUMINUM 3004H36 ALUMINUM 1
ASTM A-653 GRADE 40 STEEL U
NOTES: Z)
1. FASTEN ALL PANELS TO FASCIA WITH 4110 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS (SDS). a �'-
2. FASTEN ALL PANELS TO OTHER HEADERS WITH #14 SMS OR SDS, Qo"=O m"am
3. 90 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12'. """ ".A jr ��n<
4.105 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS C= EL 8`
UNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12'
� 637-
4.000 0.125 UR S' 0.188 R0.3e0 1 gp00 0.032 ALUM m
09 L SI 0 12 0.062 32100 13 I 0.0.13 STEEL
Q -❑ -{ 1-0.872 3' CLOVERLEAF POST
0.125'X4'x4' POST 10 4' OR 5' SQUARE 0.075'X3'x3' POST 0.062'X3'x3' MAGNUM POST 3004H36 ALUMINUM
6063T6 ALUMINUM STEEL POSTS ASTM A36 6063T6 ALUMINUM 6063T6 ALUMINUM ASTM A-653 GRADE 40 STEEL
e.
OfOA32�'�" I-0462
f I x 1.500 1500
O 1.5' SQ TWIN
POST
1, 3004H36 OR 6063T6
ALUMINUM
-� f -I065
0.075
6.110
1.375
1.9f5
. 1--1650--{
6' SMOOTH GUTTER
6063T6 ALUMINUM
°274 a a�
0250
4.100 1299 4.060 Q
16
1s
3.993 11.000
1.702
HANGERS
\\/
HANGERS FOR 4' PANELS
6063T6 ALUMINUM
FQ( 4• PANELS
6.110
1.476 _T
0873 2.05°
21 0.480 4 _3.770_ a
6' MAGNUM GUTTER
6063T6 ALUMINUM
ALUMINUM
166"
0.062 1600v r
.� 3.100 3. O 3.100
17 yl I-L012-jL7021--
HANGERS FOR 3' PANELS
6063T6 ALUMINUM
80.315
FOR 3'
00.480 r-1770-1
5' MAGNUM GUTTER
6063T6 ALUMINUM
0.050
0.062
O
AWNING RAIL
6063T6 ALUMINUM
gr ION
A o 0
5.782 0.055 /
F
1.812 e o o e o e o
I -3.442--]�
FASCIA SPLICES MUST BE WITHIN 12' OF A POST
6' MAGNUM SPLICE 6063T6 ALUMINUM
PUTNAM ENGINEERING
3441 1VTLINK PLACE
LYNCMBURG. VA 24503
(434) 384-2514
CARLPUTNAMNAOELPNIANET
w.... 4' C1P
crM CP
9/2/2005
n...
VEST0IDVG
5.�. NTS "� 3 eF 7
�-5.6831
F
Mo
2.3750
I0.060
�Jt
Vp STANDARD BRACKET
35 FOR CLOVERLEAF POSTS
6063 T6 ALUMINUM
Sb83-----I �•y
O ° i �
OOOo0 o W.
s
A O 003
HEAVY DUTY. BRACKET
FOR CLOVERLEAF _ -POSTS
A-653 GRA 3Y STEEL
-{ 1.500 [- I
f ALUM BRACKET
r FOR 3' SQUARE
POSTS 6063T6
f ---e.250
VA
BRACKETS FOR 1.5' SQ TWIN POSTS"'
6063 T6 ALUMINUM
—, 272' �-
0.1
N
m o 88' .
(Ll
VA
43
�-5.5'
ALUM. HEAVY DUTY BRACKET
6063-T6
F --5683--'-I
n
A 0.060
4
STANDARD BRACKET
FOR 3' SQUARE POSTS
.6063 T6 ALUMINUM
LU
--T
2'MIN
ff
0.175 STEEL ASTM A653
GRADE 33 OR
0.125' 806375 ALUM.
'L' DEPENDS ON DETAIL WA50
3/8' BOLTS V/
13' STEEL WASHER
I/B' BOLT FOR ALL SLAB
_CTIONS UP TO 110 EWURE
d=24' FOOTING.
3/8' BOLTS FOR FmTINGS
3 d- 30' TOP OR BOTTOM
ECTION TO POST
3' POST
STANDARD ALUMINUM
BRACKET DETAIL
I.:.i
2.702
OA90 d
I-2.308--, t-2375 -•-�
QA60
��•r
_..QLL BRACKET
:DIMENSIONS
,,EXCEPT THICKNESS
ARE APPROXIMATE
'U' BRACKET
vA43
40 FOR 3' SQUARE POSTS
A BRACKET
FOR CLOVERLEAF POSTS
6063 T6 ALUMINUM
6063 T6 ALUMINUM
HILTI KV KNBOLT 3.
—, 272' �-
0.1
N
m o 88' .
(Ll
VA
43
�-5.5'
ALUM. HEAVY DUTY BRACKET
6063-T6
F --5683--'-I
n
A 0.060
4
STANDARD BRACKET
FOR 3' SQUARE POSTS
.6063 T6 ALUMINUM
LU
--T
2'MIN
ff
0.175 STEEL ASTM A653
GRADE 33 OR
0.125' 806375 ALUM.
'L' DEPENDS ON DETAIL WA50
3/8' BOLTS V/
13' STEEL WASHER
I/B' BOLT FOR ALL SLAB
_CTIONS UP TO 110 EWURE
d=24' FOOTING.
3/8' BOLTS FOR FmTINGS
3 d- 30' TOP OR BOTTOM
ECTION TO POST
3' POST
STANDARD ALUMINUM
BRACKET DETAIL
EIGHT N10 SMS
VA35 OR VA39
OR SDS SCREWS
TOP OR BOTTOM
OF POST
LESS EEL
HILTI KV KNBOLT 3.
SLAB MOUNT UP TO
2.5•
no MPH EXP C
1
MAX FOOTING IS d=25'
VA
37
CONNECTION
OF 3' POSTS TO
FASCIA
AND SLAB/FOOTING
SS HILTI KVK BOLT 11
FEE SLAB ATTACHMENT
110 NPH OW C =3/8'A V/ 25' EMBED
FIR FOOTING ATTACHMENT
d-27' USE 3/8's W/ 2S' EMBED
HEADER WA20, WA21, WA22 OR WA28
3/8' BOLT
w/ 1.25' STEEL
WASHER -\
MAX HEIGHT B'
1.5'i--6' OR 9'
3/8' BOLTS OR- FUM f8
SMS. TVD EAG/ SIDE.
TEP AND
BQTTOM
CONNECTER FOR ALL
LrVE/PGW
0
WINDS UP TO U0 BNPH
E7POSURE G
O.OJ2'XI.S'105'
-ALUM TWIN POST
�OA62' ALUM 6063T6
BRACKET MAY BE TWO
SEPERATE OR ONE
CONTIM3OUS
SCROLL POST DETAIL
0;.25 -
NJ
_ 25_
LOQ' 85
f ;1719 N. Hodges Lane
� 5.3.. 0153 - Nunn
p Scale. 1"=201
x� Resident approval of site plan
84 w Signature date
Cq
Signature _____date
c)
CN
-.29
Gomm
7
1
3
�4
It
HODGES LANE
F
4