900 Plaza 11-18 Roof18-0071 T
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
ROOF NON SHINGLE -
MUST CALL BY 4PM FOR WIT DAY INSPECTION: 247-SS14
PERMiHNFORMATION:
PERMIT NO: ROOF18-0071
Description: METAL ROOF
Estimated Value: 7000
Issue Date: 7/11/2018
Expiration Date: 117/2019
PROPERTY ADDRESS:
Address: 900 PLAZA 11-18
RE Number: 1717250500
PROPERTYOVINER:
Name: SEA OATS ACQUISITION LLC
Address: 646 MAYPORT RD STE 5
ATLANTIC BEACH, FL 32233
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: MASTER BUILDING CONTRACTORS, LLC
Address: 310 East Jackson Street
Orlando, FL 32801
Phone:
PERMrr INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU 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.
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.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500.For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
City of Atlantic Beach
APPLICATION NUMBER
Building Department Cro be assigned by the Building Department.)
r
800 Seminole Road 7=
Atlantic Beach, Florida 32233-5445 ROCIE
Phone(904)247-5826 Fax(904)247-5845 Date routed:
E-mail: building-dept@coatims
City web-site: hftpJhvww.coab.Us
APPLICATION REVIEW AND TRACKING FORM
C14 4wsv--
Property Address: 10c) T67-a (1-19 8 rtreviewrevilred Ye No
,n�il g r o
Applicant: s 4l B I d Tree Administrator
D rN Public Wo ks
Project: ()�Cfaj Public Utilities
Public Safety
Fire Services
Review fee $_ Dept Signature
Other Agency Review or Perm Required Review or Receipt
of Permit Verified B
Florida Dept.of Envilronmental Protection
Florida Dept.of Transportation
st—Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobawo
Other:
APPLICATION STATUS
Reviewing Department First Review: 24proved. []Denied. E]Not applicable
(Circle one.) Comments
EE;) !4�
PLANNING &ZONING Reviewed by: 'P")j�� Date:
TREE ADMIN. Second Review: []Approved as revised. F]DeniV. ONot applicable
PUBLIC WORKS Comments;
PUBLIC UTILITIES a I 8"'ment review re uIred
lann'ng 8'Zonin
,ee Ad"n'stmtr
Ubl,c W
be
ubl" a
P, Ic Ub ty
P b Safe
"ca,
Fma"Se
11he Agency Review or Penn"RequIrMed
r
I d De En p 1..
on pt of v'ror"no-tat rote'
Ion Train O-L ant District
nag
Dept of -po�
t J Im.River Water M
y C. p of Engmeem
,v, r f"Mote
a n H 1,and Rests.-
visr on of Aloohlic Beverages rd T.b..
Me
PUBLIC SAFETY Reviewed by: Date:—
FIRE SERVICES Third Review: [:]Appmved as revised. E]Denied. E]Not applicable
Comments:
Reviewed by: Date:—
Ite0sed 05MW2017
OFFICE COPY
A06 Building Permit Application Updated 12/8117
City of Atlantic Beseech
Senrinde Rzed,Atlame Beach,FL 32233
Phoft:'�'247-5826 Fax:(904)247-5815 —00'7
Job Addres�: IOU J9 14 am S Permit Number: 49 6 f /�
Legal Description 3/- el,2 5* -?.f - a ?6 RE# 1�2 0 5 06
Valuation of Work(Resplaciermant Cost) Hearded/Cooked SIF Non,Heatedilcooked-_
• ClassofWark(Clirdecift): Niew Addition Afteraftlon(lje�pairyhnsee Demo Pool Winclona/Door
• Use of existirigilproposed structure(s)(C i Residential
• If an existing structure,is afire sprinkler system installed?(Clack one): Yess No N/A
• Submit a Trese Remmisal Permit Application if any trees are W be remained or Affidavit of No free Removal
D�scribe in detail the type of to be performed:
,,olwc XX,,,J1eS 111W-17-001,
Florida ProductApprosalal // 63-/- / 6 X3 for multiple products use product appraisal farm
Procal 0yeirl Inforenation
Name: Yrid 4e k'sir"Al Acidness: (oils' /17 & if
-r-A, ,�.4 Phone YO ME 70-
zip J.W233
city - g - 3/T
E-M.il -X10r2, kv Atnil&Srty C4/"
Owner or Agent(if Agent,Power of Attorney or Agency Letter Requareclj lclarz
Contractor Information
Name of Company. A(4jTrz 15atmid). Qualifying Agent: ��AO.V19A]
Addrins 310 64r "e-r abrok'ai'voo Saw
Office Phone '709( �aj? 51556ts- Job Ske/contact Number,-907- V6 9 - 7,f9S-
State Certification/Registration 0 Ctr 1.12 7t.20 E-Mal e rehZsjAr qqfet �M47Z� com
Architect Name&Phone# Allp
Engi neier's Name&Phone#--."IA
Workers Compensation IAoV;'S A)4r;&N'91 ZAtfdXUe1C C0
Exempi I../ aux Emplaiwn/E.Pneuxi.Me
Application is hereby made to obtain a permit to do the work and instalhabons as indicated.I certify that no work or installation has
commenced prim to the issuance of a permit and that all work will be performed to mw 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,BOI UERS,HEATERS,TANKS,and AIR CON DTIONERS,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 necords of this county,and
there my be additional permits required from other governmental entities such as"ter 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
TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
k I
(Signature f)1brimictor)
d sworn to(or affirmed)beftme me this 3_1 day of Signeclandswo tp raffirmetillieforemethis,21clayf
by ua�
I by Sea r-i C -ZS-ni)n so i-%
x:IZ—
FELICIA E.RICHAI D
S
MYCOMMISSION012
0 N]
0
�TARY PUBLIC 67
N T. FLORIDA 13,2E]
b4isersorell,m=11 V-rTA .OF I I Reix.ru
U.!d I=i EXPIRES.030bOr 1.20
Pi,oduced!Ide, to Comenr FFI89043
Type of Iderafficali �7 cx,nn 1112120 9 TYP"Of Idemilianum: FL-DL-
OFFICE COPY
CERTIFICATE OF INCUMBENCY
FOR SEA OATS ACQUISITION, LLC
a Florida limited liability company
We, the undersigned Managing Member and the undersigned General Counsel of Sea
Oats Acquisition,LLC,a Florida limited liability company(State of Florida Doc.No.L1300OD96542;
FEIN 46-3122995)(the"Company") hereby certify as follows:
The duly elected and currently serving officers of the Company are:
Na: e Title
I --:I�
Je (Iotz Managing Member
William E. Corley,III General Counsel
In witness whereof,the undersigned have signed this Certificate of Incumbency on this
1811 day of June, 2018.
Jeff-Klotz William i�Corle'y,11�1
as Managing Member as General Counsel
STATE OF FLORIDA
COUNTY OF DUVAL
Before me, the undersigned Notary Public, personally appeared Jeff Klotz, as Managing
Member,and William E.Corley,III,as General Counsel,both of Sea Oats Acquisition,LLC,a Florida
limited liability company,who acknowledged executingthe foregoing forthe purposes described
therein,and [x]who are personally known to me.
LISA A BINDER (x'f
NOTARY PUBLIC
STATE OF FLORIDA Notary Public,State of Florida At Orge
C�FF189043 My commission expires:
19 EXPires 111212019 Printed name of notary:
T A
G q-'I t
SUPPLY & MANUFAC) URING
F
Product Evaluation Report Lu
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GULF COAST SUPPLY& MANUFACTURING, LLC. z
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26 Ga. GulfLoklm 16- Wide Roof Panel over 15132" Plywood2 Lu - 0
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Florida Product Approval #11651.16 R3 >- co, X0, 'Zi
Florida Building Code 2017 CIL- 0 07
Per Rule 61 G20-3 0 cc 'z
Method: 1 -D 0 U. � W
LL ' M
Uj 0 ' W
FLORIDA PRC�
Category: Roofing C-) W n 0
W
UWO
W W
Subcategory: Metal Roofing LL- cc
Compliance Method: 61 G20-3.005(l)(d) ILL- �u
NON HVHZ 0
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 ol x4iiiil- S W111
Newberry, FL 32669
NO. 75519
Engineer Evaluator:
Dan Kuhn, RE. #75519
Florida Evaluation ANE ID: 10743 STATE OF .:k-Z"
%
0 A 10
Valiclator: ,,ONAL F-11
Locke Bowden, RE. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
F14 11WA6 R3-OCTOBER 5,2017
PRODUCT EVALUATION RIWORT
F
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9. BOCA RATON,FL 33487- FL COA#330464
FLORIDA PRODUCT APPROVAL Gulfwast
MANUFACTURING
TM
LOK
26 GA. GULFUCK"' 16- WIDE ROOF PANEL OVER 15/32" PLYWOOD
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: GulfLokT.,I/V Nailstrip Roof Panel, Minimum 26 Ga.Steel, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum 1%2" plywood
decking. Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga.Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3. >-
Paint Finish Optional n-
Yield Strength: 50.0 ksi o
Corrosion Resistance: Panel Material shall comply with Florida Building U
Code 2017, Section 1507.4.3. LU
Panel Dimension(s): Thickness: 0.018" Minimum C—)
Width: 16" Coverage Maximum L.L.
Female Rib: 'A" Tall LL-
Male Rib: W Tall Rib with Slotted Strip 0
Panel Seam: Snap Lock
Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Comer Zones only,
where required design pressunes exceed-121.75 psf
Panel Fastener: Through Panel Slot: (1)#10-12xl" PancalkeType A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description: Minimum'%- thick,APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance wl Florida Building Code 2017.
Design Uplift Pressures- Table'A" Maximum Design PmsWm_s
Rc�, y A Assemb
Maximumnesinn Presstires LIaL4Lf 11-121.75psf 1 -161 psf
Fastener 5W OC
11 No j Ye
�Dosqn Pressure includes a Safety Factor=2-.0.
FL#1165I.16R3-0CT03ER5,2()17
PRODUCT EVALUATION REPOR
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9. BOCA RATON, FL 33487- FL COA A'30464
FLORIDA PRODUCT APF`Rov,-'q� Gull COP95-t
LOK TM 11 SUP
26 GA. GULFLOKI" 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load >—
requirements of the Florida Building Code 2017, as relates to Rule 61G20- CL
Performance Standards: The product described herein has demonstrated compliance with: C)
UL 580-06-Test for Uplift Resistance of Roof Assemblies C—)
UL 1897-12-Uplift Test for Roof Covering Systems. LJLJ
Reference Data: 1. UL 580-94/1897-98 Uplift Test C—)
Force Engineering&Testing, Inc. (FBC Organization#TST-5328) Lj—
Report No. 117-0301 T-I OA-C,Dated 07/2612013 LL-
2 TAS 125 C)
Architectural Testing, Inc. (FBC Organization#TST-1527)
Report No. 89000.01-450-18, Dated 12/122012
3. Certificate of Independence
By Dan Kuhn. PE. (FL#75519)0 Kuhn Engineering, U-C
(FBC Organization#ANE ID: 10743)
Test Standard Equivalence: 1� The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Flonda Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651 16 R3-OCTOBER S.2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9. BOCA RATON, FL 33487- FL COA#30464
AL 14. Gull 20'ist
FLORIDA PRODUCT APPROV -
LOK TM
26GA. GULFLOK 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD
Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must
at a minimum meet those listed for the applicable wind zone.For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or AS,CE 7-10
using allowable stress design.The maximum fastener spacing listed herein shall(::)
not be exceeded.This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this LU
product in High Velocity Hurricane Zone. U
Ll—
LL—
C)
FL#11651 16 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
I 10 0 CL I N T NI 0 0 R E R D S U I T F 9, B 0( A R A I I I 1 4 0 16 4
ENGINEER'S LOAD TABLE SPEC 'm,, Gul2ust
ik�2
LOK TM
-6" WIDE ROOF PANEL OVER 15/32" PLYWOOD
ENGINEER LOAD TABLE:26 Ga. GuIfLokT. 16"Wide Roof Panel over 15/32" Plywood
�ieiqht��20'-0"; Roof Slope: 2"/112" - 12"/12" Gable or Hip Roof;Wind Speeds 120-
�ry 11, Enclosed Building, based on Florida Building Code 2017.
12 4 150 16 1 0 1!0
0 0 io
MIND FASTENER 1 - -
0
SUII C C. ER ER
C
.5 IE C:E
(MIN.114 CEI I.-
.=jE TEI 01`EA I':F'I-1A'W;E1 ON CENTER ON CE.T'ER Tj
SPEED Penetration) (M l ON "IS I. G A
SPACING ONES ONG SPACING SPACING SPACING SPACING
RLYA ASSEMBILYA
"NE1 M#10-12.1-
Z ZO
ONE 2 (1)#10 12xl" COX ASSEMBLYA ASSEMBLY A A55EMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B I ASSEMBLY B
ZONE3 (1)#10 PLYWOOD
1.)PANEL DESCRIPTION:GULFLOKI-,MIN.26 GA,7/8" RIB. 16" MAXIMUM COVERAGE,SNAP SEAM.
2.)PANEL FASTENER:THROUGH PANEL SLOP.(1)#10-12Xl" PANCAKE TYPE A, 1/4" MIN.PENETRATION THROUGH PLYWOOD
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT SW D.C.ASSEMBLY A,-121.75 FEE AT 5%"O.C,WITH SEALANT
ASSEMBLY B,-161 PST AT 5%-O.C.WITH CUP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORC E ENGINEERING&
TESTING.
4.)PLYWOOD DECKING:MIN.%"THICK,APA RATED PLYWOOD,GRADE C-D.MUST BE DESIGNED IN ACCORDANCE WITH FBC 2017
5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
Note;Dimension(a)is defined as 10%ofthe minimum width ofthe building QL--
20M 2 HIP RMF ME3 a 40%of the mean height of the oaf.�hichee,is sm.11ei,however,(a)�nrovl!F-
less than either 4%of the minimum width of the building or 3 fee. CL
ASSEMBLY A 0
R E 16-COVERAGE— C-)
LU
C)
Lj-
-EAVE ASSEMBLY B 0
ZME2 I101,11.1i
a
RIME SPNONG:ME UPILI"TAIRE
ASSEMBLY C WICUP
OjPsuGk
- -----------
MR1
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RD(11651.16 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 - FL COA 430464
AM