57 SHERRY DR - ROOF20-0024 " �, City of Atlantic Beach APPLICATION NUMBER
T Building Department (To be assigned by the Building Department.)
— '`',, 800 Seminole Road acsf ZO—/�r�.;Z1-
''" Atlantic Beach, Florida 32233-5445 L/-00Z1-
Atlantic
�� Phone(904)247-5826 ' Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 57 Ski R- O - epa ment review required Yes . No
e�iijrlinrJ )
Applicant: �C
A(Y\ {� k l \ C: Planning oning
Tree Administrator
Project: Y N \6—CA t-- R_CDO F Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature _
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental 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 Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: pproved. ❑Denied. ❑Not applicable
(Circle one.) Comments: /1)6(..._BUILDING
PLANNING &ZONING
Reviewed by: inDater 2ci
TREE ADMIN. Second Review: A roved as revised.
n pp ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. nNot applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
00z
Building Permit Application ��oor Z�dated10/9/18 4
•
, City of Atlantic Beach Building Department FF10E COPY' **ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 3223 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
Job Address: 5,t(1 04 Permit Number: PSS ` - 0a
1-110
Legal Description LI ed44- K, eI PL 2, 6 RE#
r onor t( t � c e p S X00 i Heated/Cooled k 2
sF Non-Heted/Cooled
Valuation off Work Replaceement Cost)
$a,
• Class of Work: Eill<ew ❑Addition ❑Alteration ❑Repairr LiMove ❑Demo OPool ❑Window/Door
• Use of existing/proposed structure(s): ❑Commercial residential
• If an existing structure, is a fire sprinkler system installed?: ❑Yes ►❑No
• Will tree(s) be removed in association with proposed protect? ❑Yes(must submit separate Tree Removal Permit) ❑No
Describe in detail the type of work to be performed:
rruIU l
RF
Florida Product Approval# /,(051. (3' Q 17 SS. 'L i for multiple products use product approval form
Property Owner Information
Name 4F, VP e /1 C Address i73& SeIVrn /11)-0 `)(
City lH h,( State Zip 33.?33 Phone (lcx-L, T/3-366/
E-Mail
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company l/Ci/mom( T 1n'•c k‘' Qualifying Agent 3.41.., (3-e AC.cx-j
Address 1,1A6 l3ecz i. /3/vd 54 .sq- City Tu.•c.5,›,x,1 Itate t-L Zip'ID 570
Office Phone (q61--t -1)6-9 jy Job Site Contact Number /
State Certification/Registration# C(( (3 ig 8-3 E-Mail , ,7-f--1/1.4 retTn f , l, CO''')--+
Architect Name& Phone#
Engineer's Name& Phone# /�
Workers Compensation Insurer 3 t aft a l(. CCeSI,k..Afr OR Exempt n Expiration Date F--2f)--LOlO
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 regulating
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 county,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
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER-OR AN ORNEY BEFORE
R O#tD NG YOUR N E MMENCEMENT. / 0,
(Signature of Owner or gent) (Signature of Contractor)
Signed and sworn to(or affirmed)before me this a, day of Signed and sworn to(or affirmed) before me this I - --day of
NTLI \ , t>-c a -by tki : . , ►, i- 4 kCA C 1 , ll , by thz,ti,k
' ON JENNIFER J HNSTON
MY COMMISSION#GG 042984COMMISSION#GG 042984
,
EXPIRES October 27,2020 *' iuw:, EXPIRES'October 27,2020
[personally Known OR';""C Nr Bonded Thai Notary Public Underwriters [ ]P rsonally Known OR " ;F . ,,oa;, Bonded Thru Notary Public Underwriters
[ ]Produced Identificat`• [ roduced Identificatio
—
Type of Identification: Type of Identification: , L- 0.0 9-i .L tit
, t i 6-3. VIIIIIIM x ill
FLORIDA PRODUCT APPROVALKGulfCoast®
TM
si.,, _ _. , ,
_ .., _. . ,
SUPPLY & MANUFACTURING
441-11; 0.032" AL MINUM GULFLOK''. 16 WIDE ROOF PANEL OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.2
Product Evaluation Report JOB COPY
GULF COAST SUPPLY& MANUFACTURING, LLC.
0.032"Aluminum GulfLokTM 16" Wide Roof Panel over 15/32" Plywood 0
w ci
Florida Product Approval #11651.2 R3 Q N M
Florida Building Code 2017 U a 0
Per Rule 61G20-3 u o o
Method: 1 -D O top o 1
Category: Roofing p < o '
Subcategory: Metal Roofing U H ' 0)
Compliance Method: 61G20-3.005(1)(d) cc Q z
OFFICE' r,• �. NON HVHZ 0 C7 LI
C) a te
Approved By PermitDesk w H- w 5 IL
City
DeIL
partment Product Manufacturer: W U LU w w
of Atlantic Beach. F1 Gulf Coast Supply & Manufacturing, LLC. y
14429 SW 2nd Place, Suite G30 ""''',,�. IN
Newberry, FL 32669 ;
0,% •%%%%%L S. Kcy,'
*; No. 75519 '
Engineer Evaluator
Dan Kuhn, P.E. #75519 ' — * �:
Florida Evaluation ANE ID: 10743 -..-33% STATE OF .�Q;
% FS•. GRID
Validator: ''"'" N EN• G;0/05/2017-
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.2 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
FoKUHN ENGINEERING, LLC
1200 CLINT MOORE RD, SUITE 9,.130CA RATON,EL 334$7 •• FL COA#30464
JOB COPY
FLORIDA PRODUCT APPROVAL GulfCoast
SUPPLY & MANUFACTURING
10KTM
1 t. 1 i FLOK IDE ROOF PANE OV_R 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.2 R3;
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: GulfLokTM, '/s" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood
decking. Non Structural application.
Panel Material/Standards: Material: Minimum 0.028" Aluminum 3105 H-24 conforming to Florida Building
Code 2017 Section 1507.4.3.
Paint Finish Optional
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.028" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/8" Tall
Male Rib: 3/" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply 1/4"-5/16" diameter continuous
bead on the male rib for Assembly B only.
Panel Fastener: Through Panel Slot: (1) #10-12x1" Pancake Type A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15A2" 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 w/Florida Building Code 2017.
Design Uplift Pressures: Table "A"
Panel Assembly A B
Maximum Total Uplift Design Pressure 52.5 psf 116.0 psf
Panel Slot Fastener Spacing 5 3A6" O.C. 5 3/16" O.C.
Sealant on Male Rib NOT USED USED
*Design Pressure includes a Safety Factor= 2.0.
FL#11651.2 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA#30464
' JOB COPYMN riger,\
FLORIDA PRODUCT APPROVAL Gulf Coast
SUPPLY & MANUFACTURING
10KTM
..1.Q32" ALUMINUM GULF •• "_' ..6" WIDE ROOF PANEL OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.2 R3,.
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 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 117-0337T-10 Dated 03/07/2011
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519)@ Kuhn Engineering, LLC
(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 Florida 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#11651.2 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464
, • ViiiiillitlirrX
FLORIDA PRODUCT APPROVAL Gulf Coast
SUPPLY & MANUFACTURING
10KTM
._.,...„ ,
Ivoi i " , i N M._ U •K„` 16” Mo. ROOF PA LOVER 15/32" PLYWOOD
.,.. _ _ .„....,_.:,...
FLORIDA PRODUCT APPROVAL NO. 11651.2 R
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 ASCE 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
product in High Velocity Hurricane Zone.
JOB COPY
FL#11651.2 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
IKUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464
JOB COPfr rr
ENGINEER'S LOAD TABLE SPEC GulfCoast
SUPPLY & MANUFACTURING
10KTM
x.03 "ALUM NUM ULFLOK` 16" WIDE ROOF P ,NEL OVER 15/32" PLYWOOD
FLORIDA PRODUCT APPROVAL NO. 11651.2 R .,
ENGINEER LOAD TABLE: 0.032" Aluminum GulfLokTM 16"Wide Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 0
180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN. (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
CDX
ZONE 1 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A
CDX
ZONE 2 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B
CDX
ZONE 3 #10-12x1" PLYWOOD Assembly A Assembly B Assembly B Assembly B Assembly B Assembly B Assembly B
1.)PANEL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM
2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1"PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5'/a"O.C.;ASSEMBLY 8:116.0 PSF
PANEL FASTENERS AT 51,"O.C.WITH '/4"-5/16" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF
SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &TESTING.
4.)PLYWOOD DECKING: MIN. 15/x2" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA
BUILDING CODE 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.
HIP ROOFNote:Dimension(a)is defined as 10%of the minimum width of the building or
'IZONE2 ZONE 3- la? 40% of the mean height of the roof,whichever is smaller, however,(a)cannot be
!' ik
� RIDGE
� - a less than either 4%of the minimum width of the building or 3 feet.
^\ ASSEMBLY A
�
, ,, \ I
rt 16" COVERAGE
,// / ZONE1 �, ,v\
-( /1j1L—
EAVE
ZONE2 GABLE ROOF (1) #10-12 X 1"TYPE A PANCAKE--
.7___ - - a SPACING: SEE UPLIFT TABLE
RIDGE ASSEMBLY B
1a 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT -
+ • Aa
--("ZONE 1
IL- -4 (1) #10-12 X 1"TYPE A PANCAKE--
SPACING: SEE UPLIFT TABLE
ZONE 3 -EAVE
FL#11651.2 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
JKUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL347 • F�.,,QOA,#30464