265 PINE ST ROOF NON SHING PERM I)IJ N. I
ROOF NON SHINGLE PERMIT PERMIT NUMBER
ROOF19-0013
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD ISSUED: 1/31/2019
1 19 EXPIRES: 7/30/2019
ATLANTIC BEACH. FIL 32233
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.
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.
JOB ADDRESS: PERMIT TYPE: DIESCRIPTION: VALUE OF WORK:
265 PINE ST ROOF NON SHINGLE metal re-roof $14000.00
TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
1705610100 SALTAIR SEC 03
COMPANY: ADDRESS: CITY: STATE: ZIP:
FORD ROOFING SYSTEMS 83 Landrum Lane #104 Ponte Vedra Beach FL 32082
INC
ADDRESS: CITY: STATE: ZIP:
MAIRE ANITA PHYLLIS 265 PINE ST ATLANTIC BEACH FL 32233-4013
GELLER
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.
LIST OF CONDITIONS
�Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
DESCRIPTION ACCOUNT QUANTITY PAID f
BUILDING PERMIT 455-0000-322-1000 0
BUILDING PLAN CHECK 45S-0000-322-1001 0
STATE DBPR SURCHARGE 4SS-0000-208-0700 0
STATE DCA SURCHARGE 4S5-0000-208-0 0
Issued Date: 1/31/2019 1 of 2
-51 . T
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road -5445 P-oo Ft q -co
flantic Beach, Florida 32233
Phone(904)247-5826 - Fax(904)247-5845
E-mail- building-dept@coab.us Date routed:
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �, �ent review required Yes "'No
Building' :�) 7
Applicant: Cc)J ko P-1 a—n—ni n-g—&-fo n i n g
Tree Administrator
Project: fooF 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: [PA/pproved. ElDenied. E]Not applicable
(Circle one.) Comments:
PLANNING &ZONING Reviewed by: Date: /- 576
TREE ADMIN.
Second Review: ElApproved as revised. ElDenied. E]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: DApproved as revised. FIDenied. F]Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
BuildinLy Permit Annfication L�n dated 1019118
OFFICE COPY
�i City of/Atlantic Beach B u Hiding Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
Job Address:,7(o6 W,, e4v^1 F rt- 32.2-3'3 Permit Number: "Fiq -C)Q�
Legal Description 06 -a6 9,197 5,J�eir 50,3 Lots 536 0/ft 5;0O1--2G61 RE#
.5 4P V-7 -7 31t
Valuation of Work(Replacement Cost)$ 14- 1000 Heated/Cooled SF Non-Heated Cooled
• ClassofWork: E]New []Addition DAIteration []Repair EIMove []Demo []Pool E]Window/Door
W
• Use of existing/proposed structure(s): OCommercial OResidential
JAN 2 3
201V cn
If an existing structure, is a fire sprinkler system installed?: E]Yes E]No _J
Will tree(s) be removed in association with proposed pro'ect? E]Yes(must submit separaieTree- Removal Perm-9-(AM
FDescribe in detail the type of work to be performed: A>
0 mu 6
U C.) 0 0 < ,
U IQ
6
Florida Product Approval# for multiple products use product a rJ I&F4
81 ILL
PropertV Owner Information 0
Name A*-4A.T,, LE Cn
RAVII;.5 dei�er M r6 Add ress;26,5 e.;'&4,d < L- z
City LL
-WWA-J_je� Bee-tk State FL zip 3p.�L3*3 Phone -33*: $+95 LL
E-Mail U M
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) LLJ
Contractor!nf-_rrn_ati-_n W 0 W
L.0 U) W 3:
Name of Company rcj 1Z QualiVin&Agent R.Wj4- 4"-A-54-5;
__Ba� State zip LLI
Address 1,91 4- Jv� 16 4- City YVV%P-V1J.(A I.
Office Phone Job Site Contact Number :3 14 &-7 1
State Certification/Registration# CeZ, r3a _7& -9 8 E-Mail:f. - 6-3 aewr4;1. e_o#-f_
CoL rctjijl��J�
Architect Name& Phone#
Engineer's Name&Phone#
Workers Compensation Insurer. �otvie,&At Zt./)*61- 17A5. OR Exempt Ei Expiration Date
Application is hereby made to obtain a permit to clo the worK and installations as indicated. I certify that no work o�insta'I lation '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 fore2oine information is accurate and that all work will be done in comoliance 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 ORAN ATTORNEY FORE
RECID�_4DINU_ YOU- - 0 TICE OF COMf%EN LIVILN I
L:�� 9eJ1&X-- -
(Signature of Owner or Agent) (.fig nKe of Contractor)
�S�Inecl and sworn to (or affirmed) bef me this day of S ne an sworn to(or affirmekti—ef-os7methis*-121day of
e-AM b
JACOGJARANIST
n re of Notary) Signature o"otary)
JACOB I M"T
EWw bm"Z 2022
8WA6d7hNk1d9dNWA&"y C4mw"w#GG 171993
MMsonally Known OR /Wer'sonally Know OR
ddlr�educecl identification I Produced Identification _Ilvewry 8MX%d1N&JCWW0WySCreW.
Type of Identification: r—L Jwk-1/3-15 Lieew Type of Identification:
A00" lnwu\
o.
FLORIDA PRODUCT APPROVAL Gulkoa�t
CTURING
TM
YL LOK Fqj1' P-1-
_�Git 0K_1*�_AAffl1E_RQ0"AN1EL0Vf_R_1 ai�
-if.,I W A RIM, In�ka4m 11 L-144L 14;XT
Product Evaluation Report. OFFICE COPY
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. GulfLokTM 16" Wide Roof Panel over 1SI32" Plywood
Florida Product Approval #11651.16 R3
Florida Building Code 2017
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(l)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC. %%01111111",
14429 SW 2nd Place, Suite G30 10 \EL S
Newberry, FL 32669 C E IV
0 19
Z*: No. 75519
Engineer Evaluator:
Dan Kuhn, RE. #75519
:P.. E
0 - STAT OF
Florida Evaluation ANE ID- 10743
0 R 10
/0 03
Valiclator: /,,IVA L
Locke Bowden, RE. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL#11651.16 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
INKUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 - FL COA #30464
GulkoaA
FLORIDA PRODUCT APPROVAL 14 CTURING
LOK TM
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' 7/8" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16"
Coverage, Roof panel rpstrained with fasteners into minimum 15A.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
Yield Strength: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/8" Ta I I
Male Rib: 3/4" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Clip: 24 Ga. 7inc Altimimirn Cnatpd �tppl, 24" 1 ong Used at CornerZone5 only,
where required design pressures exceed-121.75 psf.
Panel Fastener: Through Panel Slot: (1)#10-1 2xl" 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 '5/32" 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" Maximum Design Pressures
Roof Areas Assembly A Assembly B Assembly C
Maximum Design Pressures -63.5 psf -12 1.7 5 psf -161 psf
Fastener Spacing 5%'O.0 51/a"O.0 5%"0.C
Sealant No Yes No
Panel Clip No No Yes
*Design Pressure includes a Safety Factor=2.0.
FL#11651.16 R3 e OCTOBER 5,20117
PRODUCT EVALUATION REPORT
----------- --------------
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 - FL COA #30464
St
FLORIDA PRODUCT APPROVAL Gulkod
14 SUPF_'� � MANUFACTURING
TM
LOK
(MR 1 St3l-PUMOOD:
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
rpqtjirpmpnts of thp Florida Building Code 2017, as rplates to Rtilp 61620-3,
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. 117-0301 T-1 OA-C, Dated 07/26/2013
2. TAS 125
Architectural Testing, Inc. (FBC Organization #TST-1 527)
Report No. B9000.01-450-18, Dated 12/122012
3. Certificate of Independence
By Dan Kuhn, RE. (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 6 1 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# 11651.16 R3 e OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9. BOCA RATON. F1_ 33487 - FL COA #30464
UlWut UUFY zN!
FLORIDA PRODUCT APPROVAL 1q, GuIfCoa�t
14 SUPPLY & MANUFACTURING
TM
LOK
-PL
6-GA�-WLFiC)�,YAB�'VMERGOF-PANELjOVIER 15/32"� YWOOD
!Ala
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.
FL#11651.16 R3 e OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD SUITE 9, BOCA RATON, FL 33487 FL COA#30464
UWU WHY WW
Gulkoa�t
SUPPLY & MANUFACTURING
010 1P
!Vm 0 4
-=-ATRUT)U-177-I T
ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16" Wide Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height !s� 20'-0"; Roof Slope: 2"/12" - 12"112" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Category 11, Enclosed Building, based on Florida Building Code 2017.
120 130 140 150 160 170 180
WHND FASTENER SUBSTRATE
(MIN 1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPEED Penetr"ation) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONEI (1)#10-120" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A
PLYWOOD
ZONE2 (1)#10-12xl" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B
I PLYWOOD
ZONE 3 (1)#10-12xl" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY 8 ASSEMBLY B ASSEMBLY B ASSEMBLY B ASSEMBLY B
PLYWOOD I I I I I I
1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.) PANEL FASTENER:THROUGH PANEL SLOT (1)#10-1 2X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.S PSF AT S1/8"O.C.ASSEMBLY A, -1 21.7S PSF AT S1/8"O.C. WITH SEALANT
ASSEMBLY B, -161 PSF AT 51/8"O.C. WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &
TESTING.
4.)PLYWOOD DECKING: MIN.15/32" 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=0.8S)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
ZONE 2 HIP ROOF a Note:Dimension(a)is defined as 10% of the minimum width of the building or
ZONE 3 40% of the mean height of the roof,whichever is smaller,however, (a)cannot be
a less than either 4%of the minimum width of the building or 3 feet.
ASSEMBLYA
RIDGE
--16"COVERAGE
Z ZONE 1
ONE 1 01(M2 X V TYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
EAVE ASSEMBLY B
ZONE 2 GABLE ROOF 114"-5/16'DIAMETER BEAD OF TITEBOND SEALANT
I I I _'a
-RIDGE SPACING:SEE UPLIFT TABLE
ASSEMBLY C W/CLIP
—a
ZONE I Gullok"CLIP 24 GA.
(1)#10-12 X V TYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
-ZONE 3 EAVE
FL#11651.16 R3 OCTOBER S,2017
L
PRODUCT EVALUATION REPORT
INKUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9,BOCA RATON,FL 33487 -FL COA#313464
urrlu= uur 11
lazaLw
Gulkoast
��UPPLY 6 MANUFACTURING
Fir-
A I& K TIVI
FLORIDA PRODUCT APPROVAL NO. 11651.16 R3
ASSEMBLY A
- 'VER - GE
ItY Uuvr- /Au
(1) #10-12 X 1"TYPE A PANCAKE
c'
,5PAUNG- UPLIF4 I ABLE
ASSEMBLY13
1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT
(1) #10-12 X 1"TYPE A PANCAKE
SPACiNG: SEE UPUFT TABLE
ASSEMBLY C W/CLIP
Gulfl-ok— CLIP 24 GA.
-4110-12 X 1"TYPE A PANCAKE
.,PAr.INr,- ,q;=;= I IPI jr-7 TARI F:
�EL S
\,\CEtV
STATE op
'k,
0
FL#11651.16R3*OCTOBER5,2017
METAL ROOF PANEL DETAIL
KUHN ENGINEERING, LLC
1200 CLINT MOORI- RD. SUITE (), BOCA RATON, FL 33487 - Ft. COA �30464