1464 Seminole Rd RESO21-0038 Replace Attached PorchOWNER:ADDRESS:CITY:STATE:ZIP:
SCHAFER MAX EDWIN JR 1464 SEMINOLE RD ATLANTIC BEACH FL 32233-5510
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171954 0000 SELVA MARINA UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1464 SEMINOLE RD
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
replace attached porch $35000.00
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: 6/8/2021
PERMIT NUMBER
RESO21-0038
ISSUED: 6/8/2021
EXPIRES: 12/5/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $230.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $115.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.93
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.95
TOTAL: $404.88
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 DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Owner.
7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Owner.
2 of 2Issued Date: 6/8/2021
PERMIT NUMBER
RESO21-0038
ISSUED: 6/8/2021
EXPIRES: 12/5/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $404.88
RESO21-0038 Address: 1464 SEMINOLE RD APN: 171954 0000 $404.88
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $230.00
BUILDING PERMIT 455-0000-322-1000 0 $230.00
BUILDING PLAN REVIEW $115.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $115.00
STATE SURCHARGES $9.88
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.93
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.95
TOTAL FEES PAID BY RECEIPT: R16033 $404.88
Printed: Tuesday, June 8, 2021 10:55 AM
Date Paid: Tuesday, June 08, 2021
Paid By: AURORA CUSTOM HOMES
Pay Method: CREDIT CARD 465443409
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R16033
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
RESO21-0038
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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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DUVAL COUNTY
ATLANTIC BEACH, FL 32233
1464 SEMINOLE RD
SCHAFER PAVILION
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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 PL
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 RECOMME
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
(
2
0
1
6
)
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 IN
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
R
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
E
M
O
R
T
Y
P
E
S
W
I
T
H
M
I
N
COMPRESSIVE STRENGTH OF 2,
0
0
0
p
s
i
A
T
2
8
D
A
Y
S
.
5. ALL GROUT USED IN MASONRY
C
O
N
S
T
R
U
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
ASTM C476. GROUT SHALL HAV
E
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
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
T
M
6
1
5
D
E
F
O
R
M
E
D
B
A
R
S
AND HAVE A MINIMUM 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
)
7. ALL MASONRY STEMWALL FOU
N
D
A
T
I
O
N
S
A
N
D
W
A
L
L
C
E
L
L
S
C
O
N
T
A
I
N
I
N
G
V
E
R
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
V
E
A
L
L
O
P
E
N
I
N
G
S
,
T
E
M
P
O
R
A
R
Y
SHORING SHALL BE PROVIDED
B
Y
C
O
N
T
R
A
C
T
O
R
F
O
R
A
L
L
L
I
N
T
E
L
S
P
A
N
S
6
F
T
O
R
GREATER
P
R
E
-
E
N
G
I
N
E
E
R
E
D
W
O
O
D
T
R
U
S
S
E
S
1
.
A
L
L
P
R
E
-
E
N
G
I
N
E
E
R
E
D
W
O
O
D
T
R
U
S
S
E
S
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
A
N
D
M
A
N
U
F
A
C
T
U
R
E
D
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
N
S
I
/
T
P
I
1
(
2
0
1
4
)
2
.
A
L
L
T
R
U
S
S
E
S
S
H
A
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(
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)
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x
1
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A
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-
L
U
S
3
6
(
4
)
1
6
d
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(
4
0
1
6
d
C
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6
(
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)
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0
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x
1
1
2
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(
6
)
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6
d
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C
B
T
4
Z
-
-
(
3
)
1
2
"
Ø
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E
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D
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A
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E
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(
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)
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E
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8
d
C
O
M
M
O
N
0
.
1
3
1
"
2
1
2
"
R
S
R
S
-
0
1
0
.
1
1
3
"
2
3
8
"
R
S
R
S
-
0
3
0
.
1
3
1
"
2
1
2
"
1
0
d
x
1
1
2
"
0
.
1
4
8
"
1
1
2
"
1
0
d
0
.
1
3
1
"
3
"
1
0
d
C
O
M
M
O
N
0
.
1
4
8
"
3
"
1
6
d
S
I
N
K
E
R
0
.
1
4
8
"
3
1
4
"
1
6
d
C
O
M
M
O
N
0
.
1
6
2
"
3
1
2
"
DESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 7TH EDITION (2020)- FLORIDA BUILDING CODE - EXISTING, 7TH EDITION (2020)- ASCE/SEI 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH) EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATION LEVELSNOW ( Cd = 1.15)GROUND SNOW LOAD (pg)SEISMIC ( Cd = 1.60)RISK CATEGORYSEISMIC DESIGN CATEGORY (SDC)SITE CLASSRAIN LOAD DATARAIN INTENSITY, i (IN/HR)SOILS1. ALL SLABS ON GROUND AND FO
O
T
I
N
G
S
H
A
V
E
B
E
E
N
D
E
S
I
G
N
E
D
A
S
S
U
M
I
N
G
NON-EXPANSIVE SOIL WITH A MI
N
A
L
L
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. IT IS THE RESPONSIBILITY OF T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
O
B
T
A
I
N
A
S
O
I
L
S
I
N
V
E
S
T
I
G
A
T
I
O
N
REPORT FROM A LICENSED GE
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
A
N
D
S
H
A
L
L
N
O
T
I
F
Y
E
O
R
I
F
A
N
Y
SOIL CONDITIONS DIFFER FROM
T
H
E
A
S
S
U
M
P
T
I
O
N
S
S
T
A
T
E
D
O
N
T
H
I
S
P
L
A
N
S
E
T
3. FDN'S SHALL BE FULLY SUPPOR
T
E
D
B
Y
U
N
D
I
S
T
U
R
B
E
D
N
A
T
U
R
A
L
S
O
I
L
S
O
R
STRUCTURAL COMPACTED FILL
F
R
E
E
O
F
O
R
G
A
N
I
C
S
,
D
E
B
R
I
S
O
R
A
N
Y
O
T
H
E
R
DELETERIOUS MATERIAL.4. STRUCTURAL COMPACTED FILL
S
H
A
L
L
B
E
C
O
M
P
A
C
T
E
D
T
O
A
D
E
N
S
I
T
Y
O
F
A
T
L
E
A
S
T
95% OF THE MODIFIED PROCTO
R
M
A
X
I
M
U
M
D
R
Y
D
E
N
S
I
T
Y
.
A
L
L
F
I
L
L
G
R
E
A
T
E
R
T
H
A
N
1
2
"
IN DEPTH SHALL BE INSPECTED
F
O
R
P
R
O
P
E
R
C
O
M
P
A
C
T
I
O
N
P
R
I
O
R
T
O
C
O
N
C
R
E
T
E
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
T
E
S
O
R
B
Y
O
T
H
E
R
C
O
D
E
APPROVED TERMITE PREVENTI
O
N
M
E
T
H
O
D
A
N
D
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
CONTRACTOR.6. SLABS ON GROUND SHALL BE P
L
A
C
E
D
O
V
E
R
A
M
I
N
6
-
M
I
L
(
0
.
0
0
6
"
)
P
O
L
Y
E
T
H
Y
L
E
N
E
VAPOR RETARDER, ALL JOINTS
S
H
A
L
L
B
E
L
A
P
P
E
D
A
M
I
N
I
M
U
M
O
F
6
"
N
O
T
E
:
A
L
L
C
O
N
N
E
C
T
I
O
N
S
O
N
P
L
A
N
S
H
A
L
L
B
E
W
/
1
0
d
,
U
N
O
N
O
T
E
S
:
1
.
A
L
L
C
O
N
N
E
C
T
O
R
S
S
P
E
C
I
F
I
E
D
P
E
R
S
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P 904-503-3283 RUSSROW.COM
C.A. No. 32756
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SCHAFER RESIDENCESEMINOLE ROADATLANTIC BEACH, FL 32233 BUILDING CODE SUMMARYJURISDICTION: CITY OF ATLANTIC BEACHOCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3)FLORIDA BUILDING CODE 2020 - 7TH EDITIONCONSTRUCTION TYPE: TYPE V-B (WOOD FRAME)SPRINKLED: NOFIRE DISTRICT: NO PROJECT ADDRESS SCHAFER RESIDENCEWORK AREA-NEW PAVILION: 400 SQ. FT.OVER EXISTING CONCRETE SLAB1/16" = 1'-0" ARCHITECTURAL SITE PLAN SEMINOLE ROAD EXISTINGRESIDENCEEXISTINGDRIVE LOT CALCULATIONS:LOT SIZE - 16,926 S.F.EXISTING IMPERVIOUS - 6,496 S.F.NO NEW IMPERVIOUS - 0 S.F.TOTAL IMPERVIOUS = 6,496 S.F. 38% IMPERVIOUSEXISTINGDETACHEDGARAGE13'-6"20'-0"20'-0"NEWPAVILION
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