737 Triton Rd ACC20-0050 Shed Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
NEWELL BENJAMIN S 737 TRITON RD ATLANTIC BEACH FL 32233-3935
COMPANY:ADDRESS:CITY:STATE:ZIP:
TUFF SHED INC 1116 Blanding Boulevard Orange Park FL 32065
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171418 0000 ROYAL PALMS UNIT
02A3.00
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
737 TRITON RD ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY 10-ft. x 10-ft. shed $3329.00
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 ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
2 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.
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: 8/26/2020
PERMIT NUMBER
ACC20-0050
ISSUED: 8/26/2020
EXPIRES: 2/22/2021
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 $70.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.33
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: $284.33
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 8/26/2020
PERMIT NUMBER
ACC20-0050
ISSUED: 8/26/2020
EXPIRES: 2/22/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $284.33
ACC20-0050 Address: 737 TRITON RD APN: 171418 0000 $284.33
BUILDING $70.00
BUILDING PERMIT 455-0000-322-1000 0 $70.00
BUILDING PLAN REV RESUBMITTALS $50.00
BUILDING PLAN REVIEW RESUBMITTAL
SECOND 455-0000-322-1006 0 $50.00
BUILDING PLAN REVIEW $35.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00
PUBLIC WORKS PLAN REVIEW $25.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE SURCHARGES $4.33
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.33
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: R12991 $284.33
Printed: Wednesday, August 26, 2020 4:42 PM
Date Paid: Wednesday, August 26, 2020
Paid By: TUFF SHED INC
Pay Method: CREDIT CARD 356450991
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12991
1111!! ·~ TRAKiT
Building Permit Application
City of Atlantic Beach
800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Fax : (904) 247-5845
Updated 12/8/17
Job Address:! 3 7 \r i :tao Rd, , j f,--\-lcutl, c.. f\etu:h 1 .:=L..Permit Number: ________ _
Legal Descrif ~o ~ 3 \ -\ lo \ 7 -2 5 -291;. Ro~ I ea.\ ro,~ &~:; -;). Pr R/P RE# f 1 141 '.B -cx::ti)
V~~tiJn ~f W~rk (Replacement Cost)$ '3. ·;> 2.9 uo Heated/Cooled SF 0 Non-Heated/Cooled / 00 •
• Class of Work (Circle one): New~Alteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structure(s) (Circle one): Commercial (Resident:fil)
• If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No @
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe In detail the type of work to be performed:
IO><-IV Wood sheJ
Florida Product Approval# __________________ for multiple products use product approval form
Property owner Information
Name:~(' 'BO. rr .. D Nt". ~ ll Address: 7 ~7 \r 1 ·t:OQ f<A •
City \'?rt:\d1Jic C\eo , b State FL Zip 3~:)?, Phone Y Dl/-891-83Q3
E-Mail b<: a\o...n<•o• iS. oe\g,.1 l@(.\f'N'l; I, t,..on'"l
Owner or Agent(lf Agent, Power of Attorney or-A;;;cy Letter Required) _..D ......... ,""';;>"--'-ae ............ c _____________ _
Contractor Information
Name of Company: ----r-u.li:£ :S!XO Qualifying Agent:~Qm 'Sa.y_ re LI J ffi 'roJ,/ l-J i1Ji r,5
Address l, 11 <,, 'r\o,cci .'.'>DO St <.v.;.te loco City Deo,>u: State CD zi);_....,]'..__o""-"~=--'--
Office Phone 3ti3 -JS'o -8B 3 "1 Job Site/Contact Number q oy -l,;,1;;:i-lo1 'lfo f'fl,rd 11
State Certification/Registration # C eic..1 ), S ;1> lp4 5 E-Mail 0::,h; ~, Q :,{OJ ±u ££5 bed . c o,:o
ArchitectName&Phone# __ .a.. • ..._ _______ ..,,....._-.,.. ___________________ _
Engineer'sName&Phone#R ,c),v}rd ,,,;:,,\\,:s ( ?93")753-?{R33
Workers Compensation _________________________________ _
Exempt/ Insurer/ lease Employees/ Expiration Date
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg
construction in this jurisdiction. 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 restrictions applicable to this property that may be found In the public records of this cou nty, and
there may be additional permits required from other governmental entities such as water management districts, state agencies, or
federal agencies.
OWNER'S AFFIDAVIT : I certify that all the foregoing Information Is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
(Signature of Owner or Agent)
(including contractor) ::;th
ed and sworn to (or affirmed) before me this .2Q_~y of
?DWB~AI
i.:ture of Notary)
ersonatly Known OR
roduced ldentlficatlon 0 e of ldentification:_-'_,._,,__._L _. ________ _
TTORNEY BEFORE
or)
Signed and sworn to (or affirmed) before me this .t.._ day of
April 2019 by -=-T_o_m-tt-Sa_u_re_,_y_~----
M Personally Known OR
[ ) Produced Identification
Type of Identification: _ _.,.N...,[A:::a.-----';__::......._ ____ i'_·· ·.....,........:..,...
··~-·, . ,~
A
S
C
C
2
0
-
0
0
5
0
R
e
v
i
s
i
o
n
R
e
q
u
e
s
t
/
C
o
r
r
e
c
t
i
o
n
t
o
C
o
m
m
e
n
t
s
C
i
t
y
o
f
A
t
l
a
n
t
i
c
B
e
a
c
h
B
u
i
l
d
i
n
g
D
e
p
a
r
t
m
e
n
t
8
0
0
S
e
m
i
n
o
l
e
R
d
,
A
t
l
a
n
t
i
c
B
e
a
c
h
,
F
L
3
2
2
3
3
*
*
A
l
l
I
N
F
O
R
M
A
T
I
O
N
H
I
G
H
L
I
G
H
T
E
D
I
N
G
R
A
Y
I
S
R
E
Q
U
I
R
E
D
.
P
h
o
n
e
:
(
9
0
4
)
2
4
7
-
5
8
2
6
E
m
a
i
l
:
B
u
i
l
d
i
n
g
-
D
e
p
t
@
c
o
a
b
.
u
s
P
E
R
M
I
T
#
:
_
_
_
_
_
_
_
_
0
R
e
v
i
s
i
o
n
t
o
I
s
s
u
e
d
P
e
r
m
i
t
O
R
D
C
o
r
r
e
c
t
i
o
n
s
t
o
C
o
m
m
e
n
t
s
D
a
t
e
:
0
8
/
1
3
/
2
0
2
0
P
r
o
j
e
c
t
A
d
d
r
e
s
s
:
7
3
7
T
r
i
t
o
n
R
d
A
t
l
a
n
t
i
c
B
e
a
c
h
F
l
3
2
2
3
3
C
o
n
t
r
a
c
t
o
r
/
C
o
n
t
a
c
t
N
a
m
e
:
T
u
f
f
S
h
e
d
/
M
i
n
d
y
H
i
g
g
i
n
s
_
_
_
_
_
_
_
.
.
:
,
.
_
_
_
;
=
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
C
o
n
t
a
c
t
P
h
o
n
e
:
(
9
0
4
)
6
1
2
-
6
1
4
6
E
m
a
i
l
:
m
h
i
g
g
i
n
s
@
t
u
f
f
s
h
e
d
.
c
o
m
~
.
.
.
.
;
.
.
.
_
_
_
_
_
_
_
_
_
_
D
e
s
c
r
i
p
t
i
o
n
o
f
P
r
o
p
o
s
e
d
R
e
v
i
s
i
o
n
/
C
o
r
r
e
c
t
i
o
n
s
:
I
s
u
b
m
i
t
t
e
d
t
h
e
I
n
c
o
r
r
e
c
t
s
i
t
e
p
l
a
n
.
I
a
m
n
o
w
s
u
b
m
i
t
t
i
n
g
t
h
e
c
o
r
r
e
c
t
s
i
t
e
p
l
a
n
.
1
_
T
_
u
f
f
_
S
_
h
_
e
_
d
_
l
M
_
i
n
_
d
_
_
y
_
H
-
-
i
g
_
_
g
_
i
n
_
s
_
_
_
_
_
a
f
f
i
r
m
t
h
e
r
e
v
i
s
i
o
n
/
c
o
r
r
e
c
t
i
o
n
t
o
c
o
m
m
e
n
t
s
i
s
i
n
c
l
u
s
i
v
e
o
f
t
h
e
p
r
o
p
o
s
e
d
c
h
a
n
g
e
s
.
(
p
r
i
n
t
e
d
n
a
m
e
)
•
W
i
l
l
p
r
o
p
o
s
e
d
r
e
v
i
s
i
o
n
/
c
o
r
r
e
c
t
i
o
n
s
a
d
d
a
d
d
i
t
i
o
n
a
l
s
q
u
a
r
e
f
o
o
t
a
g
e
t
o
o
r
i
g
i
n
a
l
s
u
b
m
i
t
t
a
l
?
0
N
o
D
Y
e
s
(
a
d
d
i
t
i
o
n
a
l
s
.
f
.
t
o
b
e
a
d
d
e
d
:
_
_
_
_
_
_
_
_
_
_
_
)
•
~
i
l
l
p
r
o
p
o
s
e
d
r
e
v
i
s
i
o
n
/
c
o
r
r
e
c
t
i
o
n
s
a
d
d
a
d
d
i
t
i
o
n
a
l
i
n
c
r
e
a
s
e
i
n
b
u
i
l
d
i
n
g
v
a
l
u
e
t
o
o
r
i
g
i
n
a
l
s
u
b
m
i
t
t
a
l
?
l
!
.
J
N
o
□
•
v
e
s
(
a
d
d
i
t
i
o
n
a
l
i
n
c
r
e
a
s
e
i
n
b
u
i
l
d
i
n
g
v
a
l
u
e
:
$
_
_
_
_
_
_
_
_
)
(
C
o
n
t
r
a
c
t
o
r
m
u
s
t
s
i
g
n
I
f
I
n
c
r
e
a
s
e
i
n
v
a
l
u
a
t
i
o
n
)
*
S
i
g
n
a
t
u
r
e
o
f
C
o
n
t
r
a
c
t
o
r
/
A
g
e
n
t
:
\
,
.
,
~
s
~
(
O
f
f
i
c
e
U
s
e
O
n
l
y
)
v
'
°
A
p
p
r
o
v
e
d
D
D
e
n
i
e
d
D
N
o
t
A
p
p
l
i
c
a
b
l
e
t
o
D
e
p
a
r
t
m
e
n
t
P
e
r
m
i
t
F
e
e
D
u
e
$
_
_
_
_
_
_
R
e
v
i
s
i
o
n
/
P
l
a
n
R
e
v
i
e
w
C
o
m
m
e
n
t
s
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
a
r
t
m
e
n
t
R
e
v
i
e
w
R
e
q
u
i
r
e
d
:
B
u
i
l
d
i
n
g
P
l
a
n
n
i
n
g
&
Z
o
n
i
n
g
T
r
e
e
A
d
m
i
n
i
s
t
r
a
t
o
r
P
u
b
l
i
c
W
o
r
k
s
P
u
b
l
i
c
U
t
i
l
i
t
i
e
s
P
u
b
l
i
c
S
a
f
e
t
y
F
i
r
e
S
e
r
v
i
c
e
s
R
e
v
i
e
w
e
d
B
y
D
a
t
e
U
p
d
a
t
e
d
1
0
/
1
7
/
1
8
Tuff Shed, Inc.
1777 S. Harrison St. #600 Denver, CO 80210
State of Florida License #CBC1253645
Permit#_________________________________________
Customer name___________________________________
Customer address_________________________________
Product Approval Cover Sheet
As required by Florida Statute 553.842 and Florida Administrative Code 98-72m. Please provide the information and approval numbers for the building components listed below if they will be utilized on the building or
structure. Florida approved products are listed on line at www.floridabuilding.org or can be obtained from the local product supplier.
All Products listed are per Florida Building Code 6th Edition (2017)
Shed Materials Used
Product Type Manufacturer Model# FL Product HVHZ
Windows Tafco Corp Series 82000 FL20743.1 No
Windows Silver Line Building Products V1 Series/70 Series FL14911.5 No
Siding (Lap) LP Corp Lap FL10477.1 Yes
Siding (Panel) LP Corp LP Smartside FL9190.6 Yes
Roof Underlayment Woodland Industries Inc Felt FL17206.1 YES
Roof Underlayment GAF Felt FL18686.1 Yes
Shingles GAF GAF FL10124.1 Yes
Fixed Transom Innovations Manufacturing Transom FL17667.1 No
Flood Vents Flood Solutions LLC Foundation FL17588.1 No
Wall OX Paoerboarrd Michigan Thermo-ply Sheathing FL16391.1 No
Doors Tuff Shed Inc Premiere - Double Door FL22202.1 Yes
Doors Tuff Shed Inc Premiere - Single Door FL22202.2 Yes
Doors Tuff Shed Inc Sundance - Double Door FL22202.3 Yes
Doors Tuff Shed Inc Sundance - Single Door FL22202.4 Yes
Steel Door - Inswing JELD-WEN 6-panel/3068/Inswing FL11136.1 Yes
Steel Door - Outswing JELD-WEN 6-panel/3068/Outswing FL11136.2 Yes
Full lite door JELD-WEN 3068 FL17454.1 Yes
Full lite door JELD-WEN 6068 FL17454.1 Yes
9 lite door JELD-WEN 3068 FL17454.1 Yes
16 OCT
NOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES
(HVHZ)
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
PPTR, TR/TRD800
2. DESIGN LOADING:
WIND SPEED: Vult = 155
Vasd = 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF:
WIND PRESSURE (psf) (ASD VALUES)
(BASED ON 10 SQ FT)
WALL:
FLORIDA BUILDING APPROVAL NUMBERS--
29 PSF (ZONE 1)
50 PSF (ZONE 2)
74 PSF (ZONE 3)
34 PSF (ZONE 4)
42 PSF (ZONE 5)
1. WINDOWS BY TAFCO CORP -FLORIDA BUILDING APPROVAL
#FL207 43.1.
2. WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP -FLORIDA
BUILDING APPROVAL FL 14911.5.
3. LP SMARTSIDE SIDING -FLORIDA BUILDING APPROVAL #FL9190.6.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL 17206.1.
5. ROOF UNDERLAYMENT BY GAF -FLORIDA PRODUCT APPROVAL
#FL 18686.1
6. SHINGLES BY OWENS CORNING -FLORIDA BUILDING APPROVAL
#FL 10674.1.
7. SHINGLES BY GAF -FLORIDA PRODUCT APPROVAL #FL 10124.1
8. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL 17667.1.
9. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL 17588.1.
10. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY
SHEATHING -FLORIDA BUILDING
APPROVAL #FL 16391.1.
11. TUFF SHED, INC DOORS -FLORIDA BUILDING APPROVAL
#FL22202.1, #FL22202.2, #FL22202.3, #FL22202.4
HEADER NAILING:
HEADER TO STUD-4-16d END NAIL DOUBLED HEADER
-16d@ 16" STAGGERED FACE NAIL
OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING, PITCH
AND PLATE SIZE
~ I-~ I :r ~ (!)
~ w .,.... I .,....
0 ...J I ...J ex:, ~
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
FLORIDA APPROVED OWENS
CORNING OAKRIDGE 30 YEAR ~ SHINGLES -FL 10674.1-R12 I -OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING -FL5218.1-R2
SEE THE TRUSS
CONNECTION
DETAIL -DETAIL 4
WALL FRAMING TO BE 2 x 4
SPF #2 OR BETTER@ 16" O.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED
~-=----'t-t-~l-------u-P_T_o_1_2_•_-o•-· w_1_D_E ______ ~
1
---ONE SQ INCH VENT
C:O . --. FOR EVERY ONE SQ FT
OF BUILDING
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 3'-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
G) ~A~lb.~ING SECTION
---DOUBLE TOP PLATE
-----CRIPPLES (IF REQ.)
------~HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0"
USE (2) 2x6 SPF #2
OPENINGS 6'-1" TO 8'-0"
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
(3) 2X6 SPF#2
16d@ 12" O.C.
HEADERASSY
KING STUDS (2)
16d@ 12" O.C.
STAGGERED
NAILING: BASE PLATE
KING STUD
BASE PLATE
FLOOR DECKING
TRIMMER STUD
-ON THE INSIDE
8d@ 12" O.C.
TRIMMER STUD
RAFTER
SIMPSON H1 OR USP RT15
FOR 6'-10' WIDE
SIMPSON H2.5A OR USP RTTA
FOR 12'WIDE
WALL TOP PLATES
STUDS
(;\ TRUSS TO WALL
~ CONNECTION DETAIL
SCALE: N. T.S.
KING STUD
TOE NAIL WITH (3)
18d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
HEADERS FOR: TRIMMER STUD
KING STUDS
OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
OPENINGS 6'-1" TO 8'-0" USE (2) 2x6 SPF #2
REFER TO SHEET 2 FOR WALL AND ROOF
SHEATHING NAILING. FOR WINDOW OPENINGS UP TO 3'-0" FOR OPENINGS UP TO 8'-0" FOR OPENINGS UP TO 8'-0"
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
MAX WALL HEIGHT FOR EACH SHED:
PPTR -7'-8 1/4" (92 1/4")
TR/TRD800 -7'-8 1/4" 92 1/4"
TUFF SHED
Storage Buildings & Garages fflTUFF SHED, MFG. FACILITIES
~ WINDOW HEADER DETAIL
~ FOR SIDE WALLS
SCALE: N.T.S.
~ DOOR HEADER DETAIL \E.9' FOR SIDE WALLS
SCALE: N.T.S.
Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED, INC. -------------------11 DESIGN ARE THE PROPERTY
~ TRIPLE HEADER DETAIL \E.9' FOR SIDE WALLS
SCALE: N. T.S.
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ---------a----------DRAWINGS ARE FOR A
Site Address:
Date: 12/6/16 BUILDING TO BE SUPPLIED
-----------11 AND BUil T BY TUFF SHED.
Checked By: ANY OTHER USE IS
-----------11 FORBIDDEN BY BOTH TUFF
Building Size:w,oTH-LENGTH-HEIGHT-sa.FT.AREA Date: SHED AND THE ENGINEER OF
RECORD. Scale: N.T.S.
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
r,;\ HEADER DETAIL FOR
\::!) ENDWALLS
SCALE: N.T.S.
TITLE
BUILDING SECTIONS
DRAWING NO.
FL-PPTR-TR800-01
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 6th EDITION (2017)
155C
SHEET 1
PAGE 1 OF 4
16 OCT
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE PPTR AND TR/TRD800 DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
6' 6'-18' 8d NAILS @ 6" O.C. 0' 6'-18' 6' 6'-8' 8d NAILS @ 6" O.C. 0' 6'
8' 8'-22' 8d NAILS @ 6" O.C. 0' 8'-24' 6' 10'-14' 8d NAILS @ 4" O.C. 0' 6'
10' 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24' 6' 16'-18' 8d NAILS @ 3" O.C. 0' 6'
12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24' 8' 8'-12' 8d NAILS @ 6" O.C. 0' 8'
■ MIN 2'-4" RTN WALLS ON EACH END OF WALL-■MIN 2'-4" WALL SEGMENT 8' 14'-18' 8d NAILS @ 4" O.C. 0' 8'
6' 6'-18' 8d NAILS (ii) 6" O.C. UP TO 12' 4' 8' 20'-22' 8d NAILS @ 3" O.C. 0' 8'
8' 8'-22' 8d NAILS <@ 6" O.C. UP TO 12' 6' 10' 10'-14' 8d NAILS @ 6" O.C. 0' 10'
8' 8'-22' 8d NAILS I >4"O.C. UP TO 12' 4' 10' 16'-20' 8d NAILS @ 4" O.C. 0' 10'
10' 10'-24' 8d NAILS I 26"O.C. UP TO 12' 7' 10' 22'-24' 8d NAILS @ 3" O.C. 0' 10'
10' 10'-24' 8d NAILS< 24"O.C. UP TO 12' 5' 12' 12'-16' 8d NAILS @ 6" O.C. 0' 12' 12' 12'-24' 8d NAILS< > 6"O.C. UP TO 12' 9' 12' 18'-24' 8d NAILS @ 4" O.C. 0' 12' 12' 12'-24' 8d NAILS @ 4" O.C. UP TO 12' 6'
■ MIN 2'-4" RTN WALLS ON EACH END OF WALL-■MIN 2'-4" WALL SEGMENT
*6' 6'-9' 8d NAILS @ 3" O.C. 3' SEE NOTE 3 ROOF SHEATHING (7/16" OSB)
6' 10' 8d NAILS @ 4" O.C. (BS) 3' 2'6" (NOTE 6) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 12'-14' 8d NAILS @ 3" O.C. (BS) 2'6" (NOTE 6) 6' 6'-18' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 3'
8' 8d NAILS <@ 4" O.C. 3' 8' 8'-24' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 8'-10' 5'
8' 12'-14' 8d NAILS (ii) 3" O.C. 3' 5' 10' 10'-24' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 8' 18'-22' 8d NAILS @ 4" O.C. (BS) 3' 5'
12' 12'-24' 8d NAILS@ 12" O.C 8d NAILS @ 4" O.C. 8' 24' 8d NAILS @ 3" O.C. (BS) 3' 5'
8' 8' 8d NAILS @ 4" O.C. 4' 4'
NOTES: 8' 10' 8d NAILS @ 3" O.C. 4' 4' 1. USE 8d COMMON OR GALVANIZED BOX NAILS. 8' 12'-18' 8d NAILS @ 4" O.C. (BS) 4' 4'
8' 20'-22' 8d NAILS @ 3" O.C. (BS) 4' 4'
10' 10' 8d NAILS (ii) 6" O.C. 3' 7'
10' 12'-14' 8d NAILS <@ 4" O.C. 3' 7'
TABLE NOTES: 10' 16'-18' 8d NAILS @ 3" O.C. 3' 7'
8d NAILS (ii) 4" O.C. (BS) 10' 20'-24' 3' 7'
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE 10' 10'-12' 8d NAILS (ii) 4" O.C. 4' 6'
WITH FOIL BACKER. 10' 14'-16' 8d NAILS <@ 3" O.C. 4' 6' 2. NO SINGLE OPENING GREATER THAN 8'-0" 10' 18'-24' 8d NAILS (@ 4" O.C. (BS) 4' 6' 3. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED
DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST 10' 10' 8d NAILS @ 3" O.C. 6' 4'
BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES ~NO 10' 12'-22' 8d NAILS @ 3" O.C. (BS) 6' 4'
OPENINGS~ AND NAILED AS SPECIFIED. THE END WALL WI H 12' 12'-16' 8d NAILS c z4"O.C. 4' 8' THE OPEN NG DOES NOT HAVE A MIN. RETURN WALL ON EACH 12' 18'-22' Bd NAILS ( ~3"O.C. 4' 8' SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS WITH A MINIMUM 12' 24' 8d NAILS I > 4" O.C. (BS) 4' 8'
LENGTH OF 2 1/2". 12' 12' 8d NAILS @ 4" O.C. 6' 6'
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. 12' 14'-16' Bd NAILS @ 3" O.C. 6' 6'
6. ON THESE BUILDINGS 6' X 10'-18' THE 3' DOOR IN THE END 12' 18'-24' 8d NAILS @ 4" O.C. (BS) 6' 6' WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2'6" PANEL 12' 12'-22' 8d NAILS @ 3" O.C. (BS) 8' 4' ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE OF THE
DOOR.
7. (BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
BOTH SIDES.
Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED, INC. TITLE DRAWING NO. TUFF SHED DESIGN ARE THE PROPERTY
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PPTR-TR800-01
GENERAL NOTES DRAWINGS ARE FOR A
Storage Buildings & Garages Date: 12/6/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. REV. LEVEL 01 Site Address: AND BUil T BY TUFF SHED. RWILLS@TUFFSHED.COM fflTUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 6th EDITION (2017) SHEET 2 Building Size:w,oTH-LENGTH-HEIGHT-sa. FT.AREA
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210
RECORD. (303) 753-8833 EXT. 96315 155C
Scale: N.T.S. PAGE 2 OF 4
16 OCT
#12-14X3"HEXHEAD~
SELF-DRILLING SCREWS ~
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS --
@ 24" 0C
#10 X 3/4" PAN ---~--
HEAD SELF-DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH SPACING
6'-12' 8" O.C.
G) ~=~-~-L SHED BASE DETAIL
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
STUD
1. STEEL SHED FOUNDATION:
600T125-054 -16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 -16 GAUGE STEEL JOISTS G140 ZINC COATED
@24"0.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK:
600T125-054) ICC ER-4943P.
2. 3/4" APA OR TECO RA TED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
#8 x 1-5/8" ZINC PLATED SCREWS@ 12" 0.C.
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF-DRILLING
SCREWS. REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
KWIK BOLT ANCHORS
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
3/8" NYLON WIDTH LENGTH QTY
LOCK NUT
BASEPLATE
FLOOR PLY
6'
6'
8'
8'
8'
10'
10'
12'
12'
6'-10' 6
12'-18' 8
8'-14' 6
16'-20' 8
22'-24' 10
10'-16' 6
18'-24' 8
12'-18' 6
20'-24' 8
ATTACH BRACKET TO
STUDS THRU HOLE IN
ANCHOR PLATE WITH
3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
0
I
ct)
END WALL
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644BGMP-5/8" X 36" (36" IMBED) GALVANIZED AUGER
REPORT NO. RAD-3060
OT17SWB -SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWB -SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 4,725 LBS
AUGER ANCHORS
WIDTH LENGTH #OF ANCHORS
SIDING
TRIM
ANCHOR BRACKET
TO BE FLUSH WITH
6' 6'-18' 4ANCHORS
8' 8'-24' 4ANCHORS
10' 10'-24' 6ANCHORS
12' 12'-24' 6ANCHORS
4-ANCHORS PROVIDE (1)AT EA.
CORNER OF THE BUILDING.
6-ANCHORS PROVIDE (1)AT EA.
CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
0 !~<?,_-~R ANCHOR DETAIL EDGE OF TRIM
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
TOP&BOTTOM
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1.4xW1.4. LOCATE AT MID-DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.
1/2" HIL Tl KWIK BOLT TZ
STAINLESS STEEL 304
N z NOTES: ..-:!!:--+-------"~"'"-"..-:-+.-'-
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTS
ARE REQUIRED PER SIDE OF THE BUILDING.
EMBEDMENT DEPTH = 2~"
MIN. EDGE DISTANCE= 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
STEEL SHED
BASE
4"CONCRETE
PAD (MIN)
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING
ANCHORS EQUALLY SPACED ALONG THE
LENGTH OF THE BUILDING. (1/2 THE
REMAINING ANCHORS ON EA. LENGTH
c:t:: •
...J a..
~~
C') 8" THICKENED SLAB
® ~!~N~yvALL BRACKET DETAIL
SIDE EQUALLY SPACED). MIN. 0 Ss>~_fRETE FOUNDATION DETAIL
TUFF SHED
Order#. P.O.# THESE DRAWINGS AND THE
--------------------11 DESIGN ARE THE PROPERTY
Custom;.::e..:...:r:________ Drawn By: PK OF TUFF SHED, INC. THESE
----------o DRAWINGS ARE FORA
Storage Buildings & Garages fflTUFF SHED, MFG. FACILITIES
Date: 12/6/16 BUILDING TO BE SUPPLIED
----------1 AND BUil T BY TUFF SHED.
Checked By: ANY OTHER USE IS
----------1 FORBIDDEN BY BOTH TUFF
-B-ui-ld-in_g_S-iz_e_:w-io-TH--L-EN-GT-H--H-EIG-HT--s-a-.FT-.AREA-Date: SHED AND THE ENGINEER OF
1-----------1 RECORD.
Scale: N.T.S.
Site Address:
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS A
3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
TITLE
DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL-PPTR-TR800-01
REV. LEVEL 01
SHEET 3
PAGE 3 OF 4
16 OCT
co
T"" --T"" 3'-0" T""
T""
T""
3X4 20 PLATES
1 EACH SIDE
3X4 20 PLATES
1 EACH SIDE
N --T""
r--.
I ;..
5'-0"
10'-0"
6'-0"
3X4 20 GA PLATES
1 EACH SIDE
3X4 20 GA PLATES
1 EACH SIDE
(0
T""
3X4 20 GA PLATES --LO
T"" 1 EACH SIDE C\I 3'-0" I ;..
C\I
f:e r--.
0
I
N
T"" --T""
T""
C\I
3X4 20 GA PLATES
1 EACH SIDE
3X4 20 GA
PLATES T""
T""
I ;..
3X4 20 GA PLATES
1 EACH SIDE 6'-0" 1 EACH SIDE
3X6 20 GA
PLATES
1 EACH SIDE
4'-0"
8'-0" co
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 6th EDITION (2017), 2012 IBC
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2
OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER
TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
WIND:
ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60
6' SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -150 LBS.
NOTE:
6'-0"
12'-0"
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -195 LBS.
NOTE:
co
T"" --T""
T""
C\I
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 LBS.
NOTE:
T"" --T""
T""
C\I
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 16FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
PLATES ARE MANUFACTURED BY EAGLE METAL
PRODUCTS, ICC-ES #ESR-1082.
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
TUFF SHED 0 der # P.O.# THESE DRAWINGS AND THE r · ________ 1------------i DESIGN ARE THE PROPERTY
Customer: Drawn By: PK OF TUFF SHED, INC. THESE
=.:...:. ________ ---------; DRAWINGSAREFORA
Storage Buildings & Garages fflTUFF SHED, MFG. FACILITIES
Site Address:
Date: 12/6/16 BUILDING TO BE SUPPLIED
1------------t AND BUil T BY TUFF SHED.
Checked By: ANY OTHER USE IS
1------------i FORBIDDEN BY BOTH TUFF
B "Id" s· Date: SHED AND THE ENGINEER OF u1 mg 1ze:w,0TH -LENGTH -HEIGHT -sa. FT. AREA RECORD.
Scale: N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
3X6 20 GA
PLATES
1 EACH SIDE
12'-0"
12' SPAN
REACTIONS:
MAX. VERTICAL: 420 LBS.
MAX. UPLIFT: -290 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHE
TENSION TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
TITLE
TRUSS DETAILS
FBC, 6th EDITION (2017)
155C
DRAWING NO.
FL-PPTR-TR800-01
REV. LEVEL 01
SHEET 4
PAGE 4 OF 4
TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
Community Development Department
800 Seminole Road Atlantic Beach, FL 32233
(P) 904-247-5800
SITE INFORMATION
FOR INTERNAL OFFICE USE ONLY
PERMIT# ____ _
ADDRESS 73 7 Tr ; +oo Rd -5 A :r\ ~-\-{L e)eoc:lr> , i=:-L 3~'33
SUBDIVISION Ro':')a \ e g_\ro ) . BLOCK \ \ LOT _\ __
RE# \ 7 \ L\ \ 53 -OCOQ ~SIDENTIAL O COMMERCIAL O OTHER
APPLICANT INFORMATION
NAME ~f~~ro~a ~ \\ PHONE# qoq -JE J-'8~3
ADDRESS 7 37 \c\±:oo Ro\ . cELL# _____ _
'
c 1TY Q:±\a nj)/,c f?:eo,c...h STATE FL z 1PcooE 3cG-3~
EMAIL 't:eo Vl.ro,a _ 5, oe,; ,t_g,.\ )@ a N'Yl ~ I . w m ~wNER □ LEGAL AUTHoR,zEo AGENT
:..J ,j
I affirm t hat I have reviewed the prov isions of Chapter 23, "Protection of Trees and Native Vegetation", of .
t he Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre-
application meeting with the Admi nistrator of those regulations. Subsequently, I affirm that no regulated
trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described
property and/or adjacent properties including right-of-way.
I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authori~ed Agent
Ben Newell 07/30/2020
SIGNATURE OF APPLICANT PRINT OR TYPE NAM E DATE
SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME DATE
Slgned'andswornbeforeroeonthis :f)~yof ·:',\'.,\ \ Lt\,d
&.~; 0 N-ti.ue\\ I
. '2-D 20by State of___.F_L-____ _
Cou nty of OU-l)a..{,
Oath Swo rn : D YelrT.:I, ,:rroo~T~~~~~~~~ ,,,: ,,,,,, ANYA ANN HULION
1~0tiJ~\ State of Florida-N otary Public ~; ;E Co mmi ssion ii GG 201337 ~;..,o, ,_c,<-~$° M y Com m i ss ion Expires ,,,,,.,,,, March 2f.L2!l.2..2. .•. __ My Commission expires_f04r __ ~e,~h~_2_'?__....,, _2._o_2_2_
04TREEANDVEGETATIONAFFIDAVIT03.01.2018
A
C
C
2
0
-
0
0
5
0
\
'
!
.
:
:
S
O
I
-
-
M
A
P
S
H
O
W
I
N
G
B
O
U
N
D
A
R
Y
S
U
R
V
E
Y
O
F
I
"
I
f
l
•
.
,
•
I
I
A
,
,
,
.
.
1
.
1
1
1
1
1
.
I
•
1
,
1
1
•
I
"
'
o
r
R
E
P
L
A
T
O
F
P
'
A
A
T
O
F
R
O
Y
A
L
P
A
.
I
I
.
M
S
U
N
l
T
T
W
O
•
I
1
1
.
,
\
I
1
1
,
•
•
,
,
I
.
1
,
t
t
d
,
1
~
A
.
t
,
.
u
.
1
.
.
.
.
M
I
U
I
f
;
(
J
r
,
r
T
I
i
i
<
.
I
J
P
~
l
I
l
l
A
.
1
·
u
m
I
I
u
.
-
,
•
•
'
"
,
u
0
1
1
r
'
A
.
t
,
1
J
1
f
t
H
,
,
1
L
'
,
P
1
U
-
'
t
i
I
,
\
I
I
,
i
•
'
I
•
,
l
.
.
.
C
S
-
e
4
-
,
,
,
,
,
•
.
.
~
~
-
-
~
-
.
.
.
,
.
,
~
:
.
-
C
,
.
.
,
,
.
,
t
r
>
,
:
i
.
.
.
,
.
:
:
:
,
.
.
.
.
t
r
>
.
.
.
.
"
'
·
,
,
.
.
.
.
~
1
(
.
.
"
n
.
'
"
I
\
~
•
-
.
,
.
.
,
e
.
.
o
,
•
'
I
I
'
,
\
I
.
,
_
,
s
t
o
R
Y
B
R
I
C
I
<
.
\
I
,
I
"
t
N
O
,
7
:
S
7
0
I
(
\
.
s
l
I
\
,
c
•
·
.
I
-
-
"
.
:
.
.
t
t
!
.
\
I
I
\
~
\
L
O
T
-
1
,
·
1
~
·
\
B
L
O
C
~
-
1
1
L
r
;
2
·
1
/
1
'
-
~
l
l
t
l
n
c
N
c
r
:
~
(
.
.
~
-
N
8
5
'
3
7
'
2
r
W
9
4
t
Z
'
(
"
)
N
8
5
•
3
7
'
2
7
"
W
9
4
_
9
5
,
(
R
)
T
R
I
T
O
N
R
O
A
D
.
(
6
0
'
o
/
l
f
j
T
E
D
S
U
R
V
E
Y
O
R
S
I
N
C
.
I
.
A
H
O
.
t
£
N
O
I
H
£
E
R
!
H
O
S
U
R
V
E
Y
S
J
~
B
I
M
D
I
N
O
8
0
U
L
£
V
A
R
D
J
A
C
K
S
O
H
\
I
I
L
I
.
E
,
F
L
O
f
f
l
D
A
J
2
2
1
0
'
j
"
,
,
,
,
·
5
/
1
.
R
O
I
M
2
.
2
4
'
H
W
'
l
Y
~
~
U
!
7
3
3
1
.
.
.
,
,
.
.
.
.
u
·
C
U
A
8
•
c
o
T
T
£
I
I
+
9
0
,
-
n
,
-
e
,
I
I
B
'
:
)
l
/
I
C
.
•
A
l
l
C
D
I
I
I
T
I
C
N
J
I
C
E
R
T
I
F
I
C
A
l
E
O
F
A
U
T
H
O
R
l
l
A
T
l
O
N
N
O
L
S
0
0
0
5
4
8
8
[
i
l
:
:
-
f
f
l
T
I
I
I
C
T
I
C
,
C
L
I
O
C
;
_
,
:
~
J
I
I
I
J
'
t
o
l
t
l
.
l
M
>
l
a
•
_
,
,
:
l
l
i
:
B
s
'
?
"
~
J
,
-
~
:
=
-
-
-
L
-
l
l
J
l
f
f
l
1
M
H
t
N
•
o
a
,
I
V
V
•
R
I
G
H
T
g
r
1
1
4
Y
0
<
a
«
>
•
(
N
j
I
C
!
.
,
.
.
<
T
f
f
l
•
T
l
'
l
'
I
C
H
.
C
D
C
•
C
O
I
X
T
[
O
•
•
a
r
t
-
P
f
t
:
C
I
I
\
I
D
M
t
C
I
I
V
I
•
a
J
-
.
.
_
.
,
,
,
.
,
O
I
I
L
.
1
-
g
:
l
l
:
f
m
f
n
:
:
.
_
,
l
'
U
•
•
•
.
•
-
-
-
°
"
,
.
.
.
!
!
!
A
.
E
A
•
-
I
W
Q
.
D
:
T
I
U
C
M
l
'
I
-
I
J
Y
a
.
'
.
'
-
,
O
U
I
I
O
0
0
N
C
1
l
l
1
[
-
t
:
l
_
:
:
:
.
:
=
:
:
~
1
:
·
.
.
.
.
.
·
.
.
.
·
.
:
.
.
~
~
.
~
.
.
~
c
q
c
~
u
•
u
c
o
m
a
-
-
l
l
-
l
l
-
l
l
-
,
.
_
1
1
-
1
1
-
-
t
-
O
U
1
1
u
.
.
c
,
_
,
~
:
~
,
1
1
e
"
"
v
1
T
J
7
~
-
-
-
;
-
•
;
-
~
:
=
r
!
!
•
=
1
C
C
I
I
M
.
l
l
C
C
B
I
D
I
(
D
D
I
O
I
I
I
=
=
T
E
N
O
~
7
9
i
i
i
:
'
:
,
c
o
o
.
_
_
_
f
.
.
.
.
.
,
,
.
,
1
1
1
.
,
_
.
-
.
.
.
,
U
l
l
l
t
'
t
T
E
N
o
•
.
6
1
3
2
A
l
'
C
C
•
,
O
l
M
T
~
=
-
C
U
M
:
:
:
.
.
,
,
,
,
,
,
,
,
,
.
,
,
.
.
,
_
_
T
T
,
a
•
,
m
,
D
a
l
-
l
'
M
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
-
-
1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
I
I
,
r
•
,
O
t
l
f
f
a
,
l
l
l
l
l
l
l
l
D
:
T
I
I
I
I
1
1
1
1
·
.
"
.
.
.
.
.
.
.
.
.
.
.
.
.
•
f
f
R
-
J
O
B
N
o
6
•
"
•
8
"
•
T
E
0
1
1
7
o
-
•
l
'
l
l
l
l
l
T
I
I
P
'
-
C
U
M
:
.
.
,
.
·
·
·
·
·
·
•
·
·
•
1
1
1
'
1
1
1
'
f
l
'
O
.
I
•
_
,
;
;
°
"
;
.
:
.
:
.
"
~
.
.
,
.
.
.
.
-
"
"
'
_
.
.
.
.
:
c
.
.
:
.
L
J
~
-
:
.
.
:
,
_
N
-
•
-
.
T
.
,
.
_
-
-
-
,
•
·
.
.
.
.
.
.
·
·
.
.
.
.
·
·
·
·
.
.
0
1
-
S
C
A
L
.
£
:
1
•
.
O
R
N
T
E
R
E
C
A
S
,
r
:
'
°
"
"
_
.
T
M
G
I
D
C
Y
6
·
:
:
:
:
:
:
.
:
:
:
.
.
:
.
.
:
:
~
"
:
_
N
O
T
V
A
L
I
D
W
r
T
H
O
l
/
T
T
H
E
S
I
G
N
A
T
U
R
E
A
N
D
T
H
E
O
R
I
G
I
N
A
L
R
N
S
E
O
S
t
A
L
O
f
A
F
L
O
R
I
D
A
L
I
C
E
N
S
E
D
S
U
R
V
E
Y
O
R
A
N
D
M
A
P
P
E
R