303 6th St RESA20-0013 Kitchen AdditionOWNER:ADDRESS:CITY:STATE:ZIP:
WOODS JEFFREY C 303 6TH ST ATLANTIC BEACH FL 32233-5347
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169883 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
303 6TH ST
RESIDENTIAL ADDITION SINGLE
OR TWO FAMILY RESIDENTIAL
ADDITION
KITCHEN ADDITION AND
SCREENED PORCH $100000.00
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: 9/1/2020
PERMIT NUMBER
RESA20-0013
ISSUED: 9/1/2020
EXPIRES: 2/28/2021
RESIDENTIAL ADDITION 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 $480.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.55
STATE DCA SURCHARGE 455-0000-208-0600 0 $7.70
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $989.25
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 RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
6 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection.
7 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
2 of 2Issued Date: 9/1/2020
PERMIT NUMBER
RESA20-0013
ISSUED: 9/1/2020
EXPIRES: 2/28/2021
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
RESA20-0013
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $989.25
RESA20-0013 Address: 303 6TH ST APN: 169883 0000 $989.25
BUILDING $480.00
BUILDING PERMIT 455-0000-322-1000 0 $480.00
BUILDING PLAN REV RESUBMITTALS $50.00
BUILDING PLAN REVIEW RESUBMITTAL
SECOND 455-0000-322-1006 0 $50.00
BUILDING PLAN REVIEW $240.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $19.25
STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.55
STATE DCA SURCHARGE 455-0000-208-0600 0 $7.70
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R13068 $989.25
Printed: Tuesday, September 01, 2020 2:18 PM
Date Paid: Tuesday, September 01, 2020
Paid By: WOODS JEFFREY C
Pay Method: CREDIT CARD 358082128
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R13068
RESA20-0013
RESA20-0013
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Exterior Envelope
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129COPENRESIDENTIALIINO
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R
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A
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C
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C
R
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T
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D
T
A
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L
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W
O
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A
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&
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C
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&
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f
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(
1
.
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-
1
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"
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2
.
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1
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p
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f
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(
A
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A
)
S
I
M
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M
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L
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T
A
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L
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C
A
L
L
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P
F
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R
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E
F
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E
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A
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L
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Y
P
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U
T
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R
N
Y
E
L
L
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P
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N
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T
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P
C
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D
T
L
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A
L
L
O
A
D
T
M
S
T
H
E
M
A
S
O
N
R
Y
S
O
C
I
E
T
Y
T
O
P
T
O
P
O
F
P
L
A
T
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T
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M
T
O
P
O
F
M
A
S
O
N
R
Y
T
P
I
T
R
U
S
S
P
L
A
T
E
I
N
S
T
I
T
U
T
E
T
Y
P
T
Y
P
I
C
A
L
U
L
T
U
L
T
I
M
A
T
E
U
N
O
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
W
/
W
I
T
H
W
/
O
W
I
T
H
O
U
T
W
S
P
W
O
O
D
S
T
R
U
C
T
U
R
A
L
P
A
N
E
L
W
W
F
W
E
L
D
E
D
W
I
R
E
F
A
B
R
I
C
WOOD FRAMING1.ALL WOOD AND WOOD-BASED 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
WITH NDS FOR WOOD CONSTR
U
C
T
I
O
N
A
N
D
N
D
S
S
U
P
P
L
E
M
E
N
T
(
2
0
1
5
)
2.ALL STRUCTURAL SAWN LUMBE
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
IDENTIFIED BY GRADE MARK OF
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
AGENCY3.ALL STRUCTURAL WOOD OR W
O
O
D
-
B
A
S
E
D
M
E
M
B
E
R
S
I
N
C
O
N
T
A
C
T
W
I
T
H
S
O
I
L
,
CONCRETE, MASONRY, OR EXP
O
S
E
D
T
O
W
E
A
T
H
E
R
S
H
A
L
L
B
E
P
T
A
C
C
O
R
D
I
N
G
T
O
AWPA U1 AND/OR AWPA M4, BA
S
E
D
O
N
I
N
T
E
N
D
E
D
U
S
E
.
4.REFERENCE FRC TABLE R602.3
F
O
R
C
O
D
E
P
R
E
S
C
R
I
B
E
D
C
O
N
N
E
C
T
I
O
N
S
.
A
L
L
F
R
A
M
I
N
G
CONNECTIONS SPECIFIED ON P
L
A
N
A
R
E
I
N
A
D
D
I
T
I
O
N
T
O
T
H
E
S
E
M
I
N
C
O
D
E
REQUIREMENTSROOF, FLOOR, & WALL SHEAT
H
I
N
G
1.ALL WOOD STRUCTURAL PANEL
S
H
E
A
T
H
I
N
G
S
H
A
L
L
C
O
N
F
O
R
M
T
O
D
O
C
P
S
1
O
R
D
O
C
PS 22.PANELS SHALL BE IDENTIFIED F
O
R
G
R
A
D
E
,
B
O
N
D
C
L
A
S
S
I
F
I
C
A
T
I
O
N
,
A
N
D
PERFORMANCE CATEGORY BY
A
G
R
A
D
E
M
A
R
K
O
R
C
E
R
T
I
F
I
C
A
T
E
O
F
I
N
S
P
E
C
T
I
O
N
ISSUED BY AN APPROVED AGEN
C
Y
3.SEE FRAMING NOTES FOR SHE
A
T
H
I
N
G
T
H
I
C
K
N
E
S
S
,
S
P
A
N
R
A
T
I
N
G
,
F
A
S
T
E
N
I
N
G
,
A
N
D
BLOCKING REQUIREMENTS4.ALL SHEATHING SHALL BE INST
A
L
L
E
D
W
I
T
H
L
O
N
G
D
I
M
E
N
S
I
O
N
(
S
T
R
E
N
G
T
H
A
X
I
S
)
PERPENDICULAR TO SUPPORTS
U
N
O
O
N
P
L
A
N
CONCRETE1.ALL CONCRETE HAS BEEN DESI
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
"
B
U
I
L
D
I
N
G
C
O
D
E
REQUIREMENTS FOR STRUCTU
R
A
L
C
O
N
C
R
E
T
E
A
N
D
C
O
M
M
E
N
T
A
R
Y
"
(
2
0
1
4
)
2.MIXING AND DELIVERY OF CON
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
,
A
C
I
3
0
1
,
A
N
D
A
S
T
M
C94. CONCRETE SLUMP NOT TO
E
X
C
E
E
D
6
"
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
S
T
M
C
1
4
3
3.CONCRETE SHALL MEET THE MI
N
C
O
M
P
R
E
S
S
I
V
E
S
T
R
E
N
G
T
H
(
f
'
c
)
A
T
2
8
D
A
Y
S
A
S
FOLLOWS:a.SLABS ON GROUND AND FOO
T
I
N
G
S
f
'
c
=
2
,
5
0
0
p
s
i
b.STRUCTURAL WALLS, BEAMS
,
A
N
D
C
O
L
U
M
N
S
f
'
c
=
3
,
0
0
0
p
s
i
4.STEEL REINFORCING FOR FOOT
I
N
G
S
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
A
S
T
M
A
6
1
5
D
E
F
O
R
M
E
D
BARS AND HAVE A MIN YIELD ST
R
E
N
G
T
H
O
F
4
0
,
0
0
0
p
s
i
(
G
R
A
D
E
4
0
)
5.SEE FOUNDATION PLAN AND DE
T
A
I
L
S
F
O
R
A
L
L
A
D
D
I
T
I
O
N
A
L
C
O
N
C
R
E
T
E
A
N
D
R
E
I
N
F
REQUIREMENTS AND SPECIFICA
T
I
O
N
S
6.SLABS ON GROUND SHALL BE R
E
I
N
F
O
R
C
E
D
P
E
R
O
N
E
O
F
T
H
E
F
O
L
L
O
W
I
N
G
M
E
T
H
O
D
S
:
a.6x6 W1.4xW1.4 WWF SHALL P
L
A
C
E
D
I
N
T
H
E
M
I
D
D
L
E
T
O
U
P
P
E
R
T
H
I
R
D
O
F
T
H
E
S
L
A
B
,
SUPPORTED AT A MAX 3FT S
P
A
C
I
N
G
,
A
N
D
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
S
T
M
A
1
0
6
4
/
A
1
0
6
4
M
.
EDGES SHALL BE LAPPED A
M
I
N
I
M
U
M
O
F
8
"
b.SYNTHETIC FIBER REINFORC
E
M
E
N
T
-
F
I
B
E
R
L
E
N
G
T
H
B
E
T
W
E
E
N
1
2
"
-
2
1
4
"
.
D
O
S
A
G
E
AMOUNTS SHALL BE 0.75-3.0
P
O
U
N
D
S
P
E
R
C
U
B
I
C
Y
A
R
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
MANUFACTURER'S RECOMM
E
N
D
A
T
I
O
N
S
A
N
D
S
H
A
L
L
C
O
M
P
L
Y
W
/
A
S
T
M
C
1
1
6
MASONRY1.ALL MASONRY HAS BEEN DESIG
N
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
N
D
S
H
A
L
L
B
E
CONSTRUCTED IN ACCORDANC
E
T
O
T
M
S
4
0
2
/
A
C
I
5
3
0
/
A
S
C
E
5
(
2
0
1
3
)
2.ALL CMU SHALL CONFORM TO A
S
T
M
C
9
0
A
N
D
B
E
N
O
R
M
A
L
W
E
I
G
H
T
W
/
M
I
N
COMPRESSIVE STRENGTH OF 2,
0
0
0
p
s
i
(
f
'
m
=
1
,
5
0
0
p
s
i
)
3.ALL MASONRY SHALL BE LAID I
N
R
U
N
N
I
N
G
B
O
N
D
P
A
T
T
E
R
N
W
/
F
U
L
L
M
O
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T
A
R
B
E
D
S
4.MORTAR SHALL CONFORM TO A
S
T
M
C
2
7
0
A
N
D
S
H
A
L
L
B
E
T
Y
P
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O
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Y
P
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T
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COMPRESSIVE STRENGTH OF 2,
0
0
0
p
s
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T
2
8
D
A
Y
S
.
5.ALL GROUT USED IN MASONRY
C
O
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S
T
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T
I
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A
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L
B
E
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A
C
C
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A
N
C
E
W
I
T
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ASTM C476. GROUT SHALL HAV
E
T
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E
M
I
N
C
O
M
P
R
E
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S
I
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E
S
T
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N
G
T
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O
F
2
,
0
0
0
p
s
i
A
T
2
8
DAYS. GROUT SLUMP SHALL BE
B
E
T
W
E
E
N
8
"
-
1
1
"
6.STEEL REINFORCING FOR MAS
O
N
R
Y
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
A
S
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M
6
1
5
D
E
F
O
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D
B
A
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S
AND HAVE A MINIMUM YIELD ST
R
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N
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T
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F
4
0
,
0
0
0
p
s
i
(
G
R
A
D
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4
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)
7.ALL MASONRY STEMWALL FOU
N
D
A
T
I
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S
A
N
D
W
A
L
L
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L
L
S
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A
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I
N
G
V
E
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T
I
C
A
L
REINF SHALL BE GROUT FILLED
S
O
L
I
D
8.PRE-CAST LINTELS SHALL BE P
R
O
V
I
D
E
D
A
B
O
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E
A
L
L
O
P
E
N
I
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S
,
T
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P
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A
R
Y
SHORING SHALL BE PROVIDED
B
Y
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A
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F
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A
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L
L
I
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6
F
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GREATER
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2
.
5
T
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(
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x
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2
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1
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x
1
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A
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2
4
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(
9
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(
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1
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1
1
2
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1
2
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1
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DESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:- FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017)- FLORIDA BUILDING CODE - EXISTING BUILDINGS, 6TH EDITION (2017)- ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH)EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATION LEVEL2 ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL20 psf7 psf10 psf * 5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTICAREAS W/ STORAGEDEFLECTION CRITERIAROOF:LLL/240TLL/180WALLS: WINDL/360 (STUCCO)WINDL/240 (BRITTLE)WINDL/180 (FLEXIBLE)SOILS1.ALL SLABS ON GROUND AND F
O
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NON-EXPANSIVE SOIL WITH A M
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A
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A
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C
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P
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2
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2.IT IS THE RESPONSIBILITY OF T
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REPORT FROM A LICENSED GE
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SOIL CONDITIONS DIFFER FRO
M
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3.FDN'S SHALL BE FULLY SUPPOR
T
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B
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N
A
T
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STRUCTURAL COMPACTED FILL
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,
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B
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DELETERIOUS MATERIAL.4.STRUCTURAL COMPACTED FILL
S
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A
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95% OF THE MODIFIED PROCTO
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.
A
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L
F
I
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L
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1
2
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IN DEPTH SHALL BE INSPECTED
F
O
R
P
R
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I
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P
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POUR IN ACCORDANCE WITH A
S
T
M
D
1
5
5
7
5.SOILS SHALL BE TREATED FOR
S
U
B
T
E
R
R
A
N
E
A
N
T
E
R
M
I
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S
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APPROVED TERMITE PREVENTI
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P
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CONTRACTOR.6.SLABS ON GROUND SHALL BE P
L
A
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D
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V
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R
A
M
I
N
6
-
M
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L
(
0
.
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6
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)
P
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T
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VAPOR RETARDER, ALL JOINTS
S
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A
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:
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2x6 BLOCKING BETWEENMAIN ROOF RAFTERS.FASTEN W/ (5) 10dTOE-NAILS EACH END KITCHEN ROOF FRAMING NOTES:RAFTERS1.REMOVE EXISTING ROOF FRAMING AT BAY WINDOW2.PROVIDE 2x6 BLOCKING @ RIDGE OF KITCHEN ROOF. FASTEN TO MAIN PORCH RAFTERS W/(5) 10d TOE-NAILS EACH END3.ALL RAFTERS TO BE 2x4 No.2 SYP @ MAX 24 OC4.FASTEN RAFTERS TO DBL TOP PLT BELOW W/ (1) H2.5T OR (1) SDWC156005.FASTEN RAFTERS TO 2x6 BLOCKING W/ (3) 10d TOE-NAILSCEILING JOISTS6.ALL CEILING JOISTS TO BE 2x4 No.2 SYP @ MAX 24 OC & SHALL ALIGN W/ RAFTERS, WHEREAPPLICABLE7.FASTEN EACH CEILING JOIST TO RAFTER W/ (5) 10d FACE-NAILSROOF SHEATHING8.WHERE APPLICABLE, SHEATH ROOF FRAMING W/ 716" 24/16 SPAN RATED OSB OR PLYWOOD,SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS9.FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND12" OC IN THE FIELD10.WHERE ROOF IS ADJACENT TO EXISTING WALL/FLOOR FRAMING, PROVIDE 2x_ NAILERSLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICAL WALL/FLOOR FRAMINGMEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOF SHEATHING TO NAILER
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P 904-503-3283 RUSSROW.COM
C.A. No. 32756
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13241 BARTRAM PARK BLVD #601
JACKSONVILLE, FL 32258
P 904-503-3283 RUSSROW.COM
C.A. No. 32756
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Florida AR 0014860
5703 Lake Lucina Dr. N., Jacksonville, Fla. 32211
ArchitectJax@gmail.com
(904) 704-9154
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DUVAL COUNTY
ATLANTIC BEACH, FL 32233
303 6TH STREET,
WOOD ADDITION
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