280 Camelia St ACC20-0077 PergolaOWNER:ADDRESS:CITY:STATE:ZIP:
CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
LARSON CONSTRUCTION
INC 3127 S RIDGEWOOD AVE SOUTH DAYTONA FL 32119
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170862 0000 ATLANTIC BEACH SEC H
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
280 CAMELIA ST ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY PERGOLA AT TIDEVIEW $7200.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 11/20/2020
PERMIT NUMBER
ACC20-0077
ISSUED: 11/20/2020
EXPIRES: 5/19/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $90.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $264.03
3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 11/20/2020
PERMIT NUMBER
ACC20-0077
ISSUED: 11/20/2020
EXPIRES: 5/19/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $264.03
ACC20-0077 Address: 280 CAMELIA ST APN: 170862 0000 $264.03
BUILDING $90.00
BUILDING PERMIT 455-0000-322-1000 0 $90.00
BUILDING PLAN REVIEW $45.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00
PUBLIC WORKS PLAN REVIEW $25.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE SURCHARGES $4.03
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R14176 $264.03
Printed: Friday, November 20, 2020 8:58 AM
Date Paid: Friday, November 20, 2020
Paid By: JOHN HENRY NOVEMBER
Pay Method: CREDIT CARD 396916089
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14176
~+; CENTRALSQUARE
t ~·'; Building Permit Application
~~ ..... Jt City of Atl antic Beach Building Department
··•.•J.--;/ / 800 Seminole Road , Atl antic Beach, FL 32233
Updated 10/9/18
**ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED.
Job Address:
Phone: (904) 247-5826 Email: Buildine-Dept@coab.us
i o [0-.,._ J: 0._ f fee_~ 0 j Jj Permit Number: A.0..J: ... zo -0077
c-. tu., RE# / 7 o gb 2 .... ooo o Legal Description
Va luation of Work (Replacement Cost) $_'-=--f/_o_o_U __ Heated/Cooled SF NI A Non-Heated/Cooled NI A
• Class of Work: rew □Addition □Alteration □Repa ir □Move □Demo □Pool □Window/Door
o Use of existing/proposed structure(s): □Commercial □Res idential
• If an existing structure, Is a fire sprinkler system installed?: □Yes ~o
Describe in detail the type of work to be performed: ( 1 I
0 "~""" \f\{)\ ~ 0 V' of
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) __________________ _
Contractor Information
Name of Company IM,f;l).6/ (,uJ<:77?_.Jcf}a d :J:;it( Qua lifying Agent Joe 4rSof/\
Address :3;11 Ri~VWW() 4-VL City <;o «mt l)~y]ZW'A--State El-Zip 1 z.n1
Office Phone .3~(., :3 22-22-&(a Job Site Contact Number -,-__,,.....---,------,,--...,....,------
State Certiflcatlon/Registration # C f?L./ 11,.qq (9 E-Mail IO~ @ cRc.y (p,15 b<Vr(h h vdJf!r~, l'OtM, > ,-
Architect Name & Phone# __ _,,_,.....,i._,.,,-....+-----,--""'"""'"-__,,_,,.,...,.....+___,,--.,.......-=--=-=-------------
Engineer's Name & Phone# __ =-_...;. _ ___,_.....,_...1..,;~=..c'-"--'....;....-=-_......;_~.;:;;.:S_o-=3---='3'--';>_....:.....;o:.....,. ___________ _
Workers Compensation Insurer .:...J.:~~=:.....::.:!..:...=~4--=========-OR Exempt o Exp i ration Date r 2. J Z.02 {
Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or lnstal lation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisd iction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE : In addition to the requirements of this
permit, there may be additional restri ctions applicable to this property that may be found in the public records of this county, and
ther e may be additional permits required from other governmental entitles such as water management districts, state agenci es, or
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing Information i s accurate and that all work will be done i n compliance with all
applicable laws regulating construction and zoning.
WARN ING TO OWNER: YOUR FA ILURE TO RECORD A NOTICE OF COMME NCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
. LT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RE MfAENCEMENT.
SI ned and sworn to or affirmed before me this 4 day of
DocuSign Envelope ID: 4A134D14-1A21-4136-A357-241DC7186613DESIGN CRITERIA THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: -FLORIDA BUILDING CODE-RESIDENTIAL, 6TH EDITION (2017) -ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES" WIND ( Cd = 1.60) WIND SPEED EXPOSURE CATEGORY ENCLOSURE CLASSIFICATION OCCUPANCY RISK CATEGORY WIND BOURNE DEBRIS LOADING PATIO COVER: DEFLECTION CRITERIA ROOF/BEAMS: MIN 24" SQ x 16" DEEP FOOTING WI 2,500psi CONCRETE WI (3) No.5 EACH WAY, (4) TOTAL AS SHOWN ~N 0 LL TL 120 MPH C OPEN (GC ; = ± 0.00) UTILITY & MISCELLANEOUS I NO 10 psf LIVE LOAD/7 psf DEAD LOAD L/240 L/180 : ~ · 1 _<I~ .:J · <1 4 12'-0" 11'-5" 4 <I 4 <I .d 4 .4 "9 CONCRETE 1. ALL CONCRETE HAS
B
E
E
N
D
E
S
I
G
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
C
I
3
1
8
"BUILDING CODE RE
Q
U
I
R
E
M
E
N
T
S
F
O
R
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
A
N
D
COMMENTARY" (2014
)
2. MIXING AND DELIVER
Y
O
F
C
O
N
C
R
E
T
E
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
A
C
I
3
1
8
,
ACI 301, AND ASTM C
9
4
.
C
O
N
C
R
E
T
E
S
L
U
M
P
N
O
T
T
O
E
X
C
E
E
D
6
"
I
N
ACCORDANCE WITH
A
S
T
M
C
1
4
3
3. CONCRETE SHALL M
E
E
T
T
H
E
M
I
N
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
(
f
c
)
A
T
28 DAYS OF fc = 2,500
p
s
i
SOILS 1. ALL FOOTINGS HAVE
B
E
E
N
D
E
S
I
G
N
E
D
A
S
S
U
M
I
N
G
N
O
N
-
E
X
P
A
N
S
I
V
E
SOIL WITH A MIN ALL
O
W
A
B
L
E
S
O
I
L
C
A
P
A
C
I
T
Y
O
F
2
,
0
0
0
p
s
f
2. FDN'S SHALL BE FUL
L
Y
S
U
P
P
O
R
T
E
D
B
Y
U
N
D
I
S
T
U
R
B
E
D
N
A
T
U
R
A
L
SOILS OR STRUCTU
R
A
L
C
O
M
P
A
C
T
E
D
F
I
L
L
F
R
E
E
O
F
O
R
G
A
N
I
C
S
,
DEBRIS OR ANY OTH
E
R
D
E
L
E
T
E
R
I
O
U
S
M
A
T
E
R
I
A
L
.
STEEL:
W
O
O
D
F
R
A
M
I
N
G
1
.
A
L
L
W
O
O
D
A
N
D
W
O
O
D
-
B
A
S
E
D
P
R
O
D
U
C
T
S
H
A
V
E
B
E
E
N
D
E
S
I
G
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
N
O
S
F
O
R
W
O
O
D
C
O
N
S
T
R
U
C
T
I
O
N
A
N
D
N
O
S
S
U
P
P
L
E
M
E
N
T
(
2
0
1
5
)
2
.
A
L
L
S
T
R
U
C
T
U
R
A
L
S
A
W
N
L
U
M
B
E
R
A
N
D
E
N
G
I
N
E
E
R
E
D
W
O
O
D
P
R
O
D
U
C
T
S
H
A
L
L
B
E
I
D
E
N
T
I
F
I
E
D
B
Y
G
R
A
D
E
M
A
R
K
O
F
A
N
A
C
C
R
E
D
I
T
E
D
L
U
M
B
E
R
G
R
A
D
I
N
G
O
R
I
N
S
P
E
C
T
I
O
N
A
G
E
N
C
Y
3
.
A
L
L
W
O
O
D
F
R
A
M
I
N
G
S
H
O
W
N
I
S
T
O
B
E
N
o
.
2
W
E
S
T
E
R
N
C
E
D
A
R
4
.
F
A
S
T
E
N
E
R
S
F
O
R
E
X
T
E
R
I
O
R
U
S
E
S
H
A
L
L
B
E
H
O
T
-
D
I
P
P
E
D
G
A
L
V
A
N
I
Z
E
D
,
G
-
1
8
5
(
Z
-
M
A
X
)
,
O
R
S
T
A
I
N
L
E
S
S
S
T
E
E
L
1. ALL STEEL CONSTRU
C
T
I
O
N
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
F
B
C
,
A
I
S
C
&
A
W
S
.
D
O
N
O
T
S
C
A
L
E
O
R
D
I
M
E
N
S
I
O
N
F
R
O
M
T
H
E
S
E
D
R
A
W
I
N
G
S
.
A
L
L
D
I
M
E
N
S
I
O
N
S
S
H
O
U
L
D
B
E
R
E
F
E
R
E
N
C
E
D
I
N
T
H
E
A
R
C
H
I
T
E
C
T
U
R
A
L
P
L
A
N
S
E
T
.
S
H
O
U
L
D
A
D
I
M
E
N
S
I
O
N
B
E
U
N
C
L
E
A
R
,
I
T
S
H
A
L
L
B
E
C
O
N
T
R
A
C
T
O
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
T
O
C
O
N
T
A
C
T
O
W
N
E
R
O
R
A
R
C
H
I
T
E
C
T
O
F
R
E
C
O
R
D
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
2. ALL PLATES SHOWN
O
N
T
H
E
S
E
D
R
A
W
I
N
G
S
S
H
A
L
L
B
E
A
S
T
M
A
2
4
0
3
1
6
L
S
T
A
I
N
L
E
S
S
STEEL MATERIAL. 3. ALL FILLET WELDS SH
A
L
L
C
O
N
F
O
R
M
T
O
A
W
S
D
1
.
6
4. ALL WELDS SHALL BE
M
A
D
E
W
I
T
H
3
1
6
L
E
L
E
C
T
R
O
D
E
S
.
5. CONTRACTOR/ERECT
O
R
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
A
L
L
O
S
H
A
&
L
O
C
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
FOR THE ERECTION O
F
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
.
O'-~"
=
=
=
=
<I <I 4 I -~-
?
,
N
·<1
=
=
L
c
;
;
=
=
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
4 .4 .6. <I 4 44
=
=
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
~ ~JI" ~ _, 0 0 8x8 POST WI STEEL KNIFE PLATE, SEE DETAIL SHEET, (4)TOTAL <I <I 4 <I <I 4 <I ll. 4 7 I • <I . <I 4 <I 4 _<t • NON-STRUCTURAL -!1 SLAB PER BUILDER • <I ·4 ·4 -':/ "<I 4 '! . . <I <I 4 .d .d .;
~
l1 4
~
<I 4. .• <I_ 4 .<I 4 . <I <I ... 4· .,d· <1 4 .4 11'-5" 12'-0" 4 "<I .d <I 4 FOUNDATION PLAN Scale: N15 4 .. . ·ia ~ .d
1
r
'I ~ -+--
-
-
1
=
:
-
-
-
'
o
4 4
2
x
6
R
A
F
T
E
R
S
@
1
2
"
O
C
4
x
1
2
"
C
U
R
V
E
D
G
L
U
L
A
M
B
E
A
M
@
E
A
C
H
E
N
D
,
S
E
E
D
E
T
A
I
L
N
S
D
.
1
=
=
=
=
=
=
=
=
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
S
T
R
U
C
T
U
R
A
L
P
L
A
N
s
c
a
l
e
:
N
1
5
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
8
x
8
P
O
S
T
W
I
S
T
E
E
L
K
N
I
F
E
P
L
A
T
E
,
S
E
E
D
E
T
A
I
L
S
H
E
E
T
,
(
4
)
T
O
T
A
L
T
H
I
S
I
T
E
M
H
A
S
B
E
E
N
D
I
G
I
T
A
L
L
Y
S
I
G
N
E
D
A
N
D
S
E
A
L
E
D
B
Y
A
D
A
M
K
.
R
U
S
S
E
L
L
,
P
E
O
N
1
1
-
0
5
-
2
0
2
0
U
S
I
N
G
A
D
I
G
I
T
A
L
S
I
G
N
A
T
U
R
E
.
P
R
I
N
T
E
D
C
O
P
I
E
S
O
F
T
H
I
S
D
O
C
U
M
E
N
T
A
R
E
N
O
T
C
O
N
S
I
D
E
R
E
D
S
I
G
N
E
D
A
N
D
S
E
A
L
E
D
.
T
H
E
E
N
V
E
L
O
P
E
I
D
S
H
O
W
N
O
N
A
N
Y
E
L
E
C
T
R
O
N
I
C
C
O
P
I
E
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
T
O
M
A
T
C
H
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
C
E
R
T
I
F
I
C
A
T
E
O
F
C
O
M
P
L
E
T
I
O
N
.
_
J
<
(
S
H
E
E
T
S
1
.
0
I
-
<
(
~
C
l
~
I
!
:
z
o
0
_
J
(
!
'
.
L
L
-
u
_
~
o
w
w
I
-
I
-
C
/
)
~
~
I
-
I
!
:
I
-
I
-
C
l
)
(
.
)
z
_
J
_
J
c
o
<
(
~
(
9
a
.
w
w
_
J
I
I
-
A
D
A
M
K
.
R
U
S
S
E
L
L
,
P
E
F
L
L
I
C
E
N
S
E
N
O
.
7
7
6
9
3
1
1
-
0
5
-
2
0
2
0
DocuSign Envelope ID: 4A134D14-1A21-4136-A357-241DC7186613• 2x6 RAFTERS@ 12" oc----~ • PROVIDE 2" DADO AT RAFTER/BEAM CONNECTION • EACH RAFTER TO BEAM WI (1) 10" LONG TIMBERLOK SCREW OR EQUIVALENT (MIN 2' EMBED INTO BEAM) __ ---n--rr-11-,,-,,--, IT II II II II \ JJ_-l.1---.U.-\.--II II II 0'-7·!" 0 0 0 0 ----------• ALL STEEL TO BE 3
1
6
S
T
A
I
N
L
E
S
S
S
T
E
E
L
• ALL STEEL SIZES A
S
S
U
M
E
A
N
O
M
I
N
A
L
P
O
S
T
SIZE OF 7¼". STEEL
S
I
Z
E
S
M
A
Y
B
E
I
N
C
R
E
A
S
E
D
TO 8" TO MATCH P
O
S
T
S
I
Z
E
A
S
R
E
Q
'
D
(6) ¾" CAR
R
I
A
G
E
BOLTS WI
N
U
T
&
WASHER AS
S
H
O
W
N
¾" x 8" LONG
T
I
T
E
N
H
D
ANCHOR, (
4
)
T
O
T
A
L
.
SEE SECTION A
-
A
F
O
R
B
A
S
E
PLATE SPECI
F
I
C
A
T
I
O
N
S
8
x
8
P
O
S
T
P
E
R
P
L
A
N
,
~
(
4
)
T
O
T
A
L
I
I
I
N
E
W
½
"
x
1
2
"
L
O
N
G
I
I
K
N
I
F
E
P
L
A
T
E
I
I
I
I
I
I
I
I
I
-
-
,
-
-
-
+
-
-
-
-
c
;
.
.
-
.
.
.
.
-
·
1
'
1
7
¼
"
x
7
¼
"
x
½
"
T
H
I
C
K
B
A
S
E
P
L
A
T
E
,
S
E
E
S
E
C
T
I
O
N
A
-
A
P
R
O
V
I
D
E
S
L
O
T
I
N
T
O
P
O
S
T
F
O
R
K
N
I
F
E
P
L
A
T
E
A
S
S
H
O
W
N
K
N
I
F
E
P
L
A
T
E
D
E
T
A
I
L
S
c
a
l
e
:
N
T
S
S
E
C
T
I
O
N
A
-
A
•
4
x
1
2
C
U
R
V
E
D
G
L
U
L
A
M
B
E
A
M
1
1
1
1
•
F
A
S
T
E
N
T
O
8
x
8
P
O
S
T
W
I
(
2
)
¾
"
0
C
A
R
R
I
A
G
E
B
O
L
T
S
W
I
N
U
T
&
W
A
S
H
E
R
---
L
L
I
I
• 4x12 CURVED GLULAM BEAM • FASTEN TO 8x8 POST WI (2) ¾" 0 CARRIAGE BOLTS WI NUT & WASHER 8x8 POSTS, (4) TOTAL POST TO FOUNDATION WI KINFE PLATE SEE DETAIL CISD.1, (4) TOTAL MIN 24" SQ x 16" DEEP FOOTING WI 2,500psi CONCRETE WI (3) No.5 EACH WAY ~ ~ 0 I en (§) 0 CURVED BEAM ELEVATION Scale: NTS
'
,
L
L
'
/
•
•
•
•
'
/
'
-
'
\
_
_
_
B
E
A
M
&
R
A
F
T
E
R
S
B
E
Y
O
N
D
P
E
R
P
L
A
N
M
I
N
2
4
"
S
Q
x
1
6
"
D
E
E
P
F
O
O
T
I
N
G
W
I
2
,
5
0
0
p
s
i
C
O
N
C
R
E
T
E
W
I
(
3
)
N
o
.
5
E
A
C
H
W
A
Y
8
x
8
P
O
S
T
S
,
(
4
)
T
O
T
A
L
P
O
S
T
T
O
F
O
U
N
D
A
T
I
O
N
W
I
K
I
N
F
E
P
L
A
T
E
S
E
E
D
E
T
A
I
L
C
I
S
D
.
1
,
(
4
)
T
O
T
A
L
M
I
N
2
4
"
S
Q
x
1
6
"
D
E
E
P
F
O
O
T
I
N
G
W
I
2
,
5
0
0
p
s
i
C
O
N
C
R
E
T
E
W
I
(
3
)
N
o
.
5
E
A
C
H
W
A
Y
9
N
(
4
)
'
¾
•
"
H
O
L
E
S
I
N
B
A
S
E
P
L
A
T
E
F
O
R
A
N
C
H
O
R
S
N
E
W
7
¼
"
x
7
¼
"
x
½
"
B
A
S
E
P
L
A
T
E
•
2
x
6
R
A
F
T
E
R
S
@
1
2
"
Q
C
•
P
R
O
V
I
D
E
2
"
D
A
D
O
A
T
R
A
F
T
E
R
/
B
E
A
M
C
O
N
N
E
C
T
I
O
N
•
E
A
C
H
R
A
F
T
E
R
T
O
B
E
A
M
W
I
(
1
)
1
0
"
L
O
N
G
T
I
M
B
E
R
L
O
K
S
C
R
E
W
O
R
E
Q
U
I
V
A
L
E
N
T
(
M
I
N
2
"
E
M
B
E
D
I
N
T
O
B
E
A
M
)
A
L
T
E
R
N
A
T
I
V
E
B
E
A
M
E
L
E
V
A
T
I
O
N
S
c
a
l
e
:
N
T
S
M
I
N
2
4
"
S
Q
x
1
6
"
D
E
E
P
F
O
O
T
I
N
G
W
I
2
,
5
0
0
p
s
i
C
O
N
C
R
E
T
E
W
I
(
3
)
N
o
.
5
E
A
C
H
W
A
Y
T
H
I
S
I
T
E
M
H
A
S
B
E
E
N
D
I
G
I
T
A
L
L
Y
S
I
G
N
E
D
A
N
D
S
E
A
L
E
D
B
Y
A
D
A
M
K
.
R
U
S
S
E
L
L
,
P
E
O
N
1
1
-
0
5
-
2
0
2
0
U
S
I
N
G
A
D
I
G
I
T
A
L
S
I
G
N
A
T
U
R
E
.
P
R
I
N
T
E
D
C
O
P
I
E
S
O
F
T
H
I
S
D
O
C
U
M
E
N
T
A
R
E
N
O
T
C
O
N
S
I
D
E
R
E
D
S
I
G
N
E
D
A
N
D
S
E
A
L
E
D
.
T
H
E
E
N
V
E
L
O
P
E
I
D
S
H
O
W
N
O
N
A
N
Y
E
L
E
C
T
R
O
N
I
C
C
O
P
I
E
S
M
U
S
T
B
E
V
E
R
I
F
I
E
D
T
O
M
A
T
C
H
T
H
E
A
C
C
O
M
P
A
N
Y
I
N
G
C
E
R
T
I
F
I
C
A
T
E
O
F
C
O
M
P
L
E
T
I
O
N
.
_
J
<
(
S
H
E
E
T
S
D
.
1
I
-
<
(
~
C
l
~
I
!
:
z
o
Q
_
J
(
!
'
.
L
L
-
L
L
~
o
w
w
I
-
I
-
C
/
)
~
~
I
-
I
!
:
I
-
I
-
C
l
)
(
.
)
z
_
J
_
J
c
o
<
(
~
(
9
a
.
.
w
w
_
J
I
I
-
A
D
A
M
K
.
R
U
S
S
E
L
L
,
P
E
F
L
L
I
C
E
N
S
E
N
O
.
7
7
6
9
3
1
1
-
0
5
-
2
0
2
0
0
L
O
N
N
(
"
)
_
J
L
L
0
C
X
)
N