1631 Atlantic Beach Dr ROOF19-0043 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF19-0043
800 SEMINOLE ROAD ISSUED: 5/17/2019
rE� ATLANTIC BEACH. Fl-32233 EXPIRES: 11/13/2019
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
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,orfederal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
1631 ATLANTIC BEACH DR ROOF NON SHINGLE METAL ROOF $35000.00
TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
ATLANTIC BEACH
16950S1085 COUNTRY CLUB UNIT 01
COMPANY: ADDRESS: CITY: STATE: ZIP:
FORD ROOFING SYSTEMS 83 Landrum Lane#104 Ponte Vedra Beach FL 32082
INC
OWNER: ADDRESS: CITY: STATE: ZIP:
ANN T SANTAYANA 1886 BEACH AVE ATLANTIC BEACH FL 32233
REVOCABLE LIVING TRUST
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 AMOUNT
-BUILDING PERMIT 455-0000-322 1000 0 $230,00
0 $115.00
0 $5,18
STATE DCA SURCHARGE 455 0 53AS
Issued Date:5/17/2019 1 of 2
ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF19-0043
800 SEMINOLE ROAD ISSUED: 5117/2019
ATLANTIC BEACH. FL 32233 EXPIRES: 11/13/2019
MT01TAL�$353 63
issued Date:5/17/2019 2 of 2
City of Atlantic Beach APPLICATION NUMBER
Jk" Building Department (To be awigned by the Building Department)
800 Seminole Road
Atlantic Beach Florida 32233-5445 -0ro-A 3
Phone(904)2�17.5826- Fax(904)247-5845
Date muted:
E-mail: building-dept@coalous
Cityweb-site hthnl/�.coalbus
APPLICATION REVIEW AND TRACKING FORM
Property Address: A-�Ctt&q.. Radgient review required Yes �No
Applicant: _FopD c x,- '9WRRFig &Zoning
Tree Administrator
Project: A L_ RC�Q-) F: Public Works
Public Willies
Public Safety
Fire Services
Review fee $
Other Agency Review or Permit Required Review or Receipt Date
of Perinit Verified By
Florida Dept.of Environmental Protection
Florida Dept.of Tnumportation
St.Johns River Water Management District
Amy Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: 0 rpprlvld. E]Denied. []Not applicable
(Circle one.) Comments:po,�,_
e;�
PLANNING &ZONING Reviewed by:— M 3�� Date:5-'16-9011
TREE ADMIN. Second Review: ElApproved as revised. E]Denied.v E]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date
FIRESERVICES Third Review: [:]Approved as revised. DDenied. E]Not applicable
Comments:
Reviewed by: Date:—
Revised OW1912017
Building Permit Application L�Pd�td 10/R/ig
City of Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Builcling-DeptPcoab.us IS REQUIRED.
Job Address: 1631 ATLANTIC BEACH DR Permit Number: krr� tq - c)o.43
Legal Description 67-52 1�2S-291E.193ATI-ANTIC BEACH COUNTRY CLUB UNIT I LOT6 —RE# luteca'1085
Valuation of Work(Replacement Cost)$35MO Heated/Cooled SF_Non-Heated/Cooled
• ClassofWork: ONew OAddition DAlteration CIRepair OMove ODemo OPool []Window/Door
• Use of existing/proposed structure(s): L]Commerclal EIResidential
• If an existing structure,is a fire sprinkler system installed?: DYES ONO
• Will treelsl be removed in association with proposed prodecto CYes(must submit separate Tree Removal Permit) []No
Describe In detail the type of work to be performed: LLI
Install Metal Roof W
Florida Product Approval#11651.16 for multiple products use product c9toagc&
Property Owner lElfortmation < 0 !il=
Ul 0
Name ANNTSANTAYANA RENOCABLE LIVING TRUST Address 1886 Beach Ave 0 M Z
City Aflartic8eac, State FL Zip M33 phone 9MM14868 W E.) C3 0 a
E-Mail malewlbuilding@gmaii.com Mk — — 0
Owner or Agent(if Agent, Power of Attorney or Agency Letter Required) 0 Q Z
contractor!nform--ion in
Name of Company Fortl Roofing Systems Inc.
Qualifying Agent Robert Maust ri n
Address 183 Landrum Un,Ste,104 CityRonle Vedra Beach State Fl. Zi 320&- =
Office Phone 9048342426 Job Site 6ritact Number L3 jL Cc M
State Certification/Registration# .1327698 E.Mail f-rdrOcifli'909-811.00an w M 0
Architect Name&Phone If uf
Engineer's Name&Phone#
Workers Compensation Insurer American Zurich Insurance OR Exempt o Expiration Date 12131119 UJI
pig
Application is hereby made to obtain a permit to do the work and installations as indicated.I cerify 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 maybe additional restrictions applicable to this property that maybe found in the public records of this county,and
there maybe 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 COMIDIance 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 O"RN ATTORNEY BPj0RE
RECO YOUR - OT ICE OF COMMENCEMENT.
%� 2A _:CE;Pa � . L,,,e
(Signature of Owner ciUgent) /1SIgnSture if contractor)
Sw swor to o affirme e thi :5—day of Signed and sworn to(or affirmel)before me this day of
)r by /"C12r 0
. I `;�� _4jJtjJ—
�ISIgaw_r.of li®rily) _
(Signature of Nota
Ill JACOO.J.119411,
, GREGORY J.DARTHICUOuIEW
My COMMISSION 0 FF 948753
1 Pe sonally Known OR E.".A-M L POJ�ersrinally Known OV I* EXPIRI25 Femn,&2020
P Mead I entiffication j Produced Identificati 0,
Type of Identification Type of Identification:
Urf-IL;b (;()PY
GUlfC5vr2 1%1
PPLY & MANUFACTURING
GULMCOMW
I'MRIDA PRnni i(-T APPRn\/At NO- Ilf;gil If; R11
ASSEMBLY A
16" COVERAGE
-1�—�—(1) 10�10-12Xl'TY�PEAPANCA�Kr=
SPACING: SEE UPLIFT TABLE
ASSEMBLYEI
1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT
SPACING: SEE UPLIFT TABLE
ASSEMBLY C W/CLIP
GulfLok- CLIP 24 GA.
(1) W 10 12 X V TYPE A PANCAKE-----'
SPACING, SEE UPLIFT TABLE
..........
�F*: No. 75519
STATEoF
0 R 10
- .—* 6N "
','ON�L SO o"
FL# 11651.16 R3-OCTOBER 5,2017
METAL-RO-Gf-PAWft -DETAIL
KUHN ENGINEERING, 1.14C
1200 (TINT MOORE RD. SUITE 9, BOCA RA 10V I 1- 33487 IT, COA T130464
OFFICE CgPYvW,\
so 01 loop GuIfCoak'
SUPPLY & MANUFACTURING
GUL
FLORIDA P,
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. GuIfLokTM 16" Wide Roof Panel over 15132"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, U.C.
14429 SW 2nd Place, Suite G30
AEL S
GEN
Newberry, FL 32669
Z*: NO. 7551.9
Engineer Evaluator:
Dan Kuhn, RE. #75519
. P% 8TATE OF: .'Q.-Z
Florida Evaluation ANE ID: 10743 0 '
OR 10
..... .. ...
Valiclator: ""?'ONAL V-tp"'
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
IsKUHN ENGINEERING, LLC
1200 ( LIN I MOM: RD. SL 11 11 9. I3(U A RA I ON, I 1, 1,487 - FL COA 930464
Gull 'CoaCs
FLORIDA PRODUCT APPROVAU�',,
LOK TM
26 GA. GULFLOK 1 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; Gulfl-okn-,'A" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum 1162" plywood
decking. Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 orASTM 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: 'A" Tall
Male Rib: 3A"Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Clip: 24 Ga.ZmcAluminum Coated Steel, 24" Long. Usedat CornerZones only,
where required design pressures exceed-121.75 psi.
Panel Fastener: Through Panel Slot:(1)#10-1 Zxl" 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 N." thick,APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
valuation. Must be designed in accordance w/Florida Building Code 2017.
Design Uplift Pressures: 4Table"A"Maximum Design Pressures
im
Maximum Design EP�ur� -63.5 psf -121.75 psf -161 psf
Sealant No Yes No
D sg Press.. s a Saf�
esign Pressure includes a Safety factor=2.0.
FL#11651.16 R3-OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON,FL 33487 , FL COA 030464
OFFICE COPY
FLORIDA PRODUCT APPROVAL Gulf C>
SUIPLI � MAi4iJIFACTURING
TM
LOK
L w
6" WIDE ROOF PANEL OVER 15/32" PLYWOOD
D A P"' r
FLORIDA P
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:
1580-06-Test for Uplift Resistance of Roof Assemblies
11897-12-UpliftTestfor 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 07/2612013
2. TAS 125
Architectural Tiesting, Inc. (FBC Organization If TST-1 527)
Report No. B9000.01-450-18, Dated 12/122012
3. Certificate of Independence
By Dan Kuhn, RE. (FL#75519)@ Kuhn Engineering, U-C
(FBC Organization#ANE ID: 10743)
Test Standard Equivalence: 1. The 1580-94 test standard is equivalent to the UL 580-06 test standard.
2. The 11897-98 test standard is equivalent to the 11897-12 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 GZO-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' recommended details.
Underlaymeni 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.
FIEN 11651.16 R3.OCTOBER 5,2017
PRODUCT EVALUATION REPORT
10 K I I I I N ENGINEERING, LLC
1'00 ( LINT MOORE RD. SUITE 9,BOCA RATON, FL 33487 - FL COA#30464
14, 4"r"t
FLORIDA PRODUCT APPROVAI- 1 Gull Mars
LOK TM
26 GA. GLILFLOK�m 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD
7�), TTIFT
Design Prooedure: 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-OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLINI MOORE RD, SUITE 9, BOCA RATON, FL 33487 - FL COA 430464
OFFICE CO,
:101 ECI ILI 1:1:11 1111111jr-3m IF-11.1 qLqm& Gulf Cd&t
SUPPLY & MANUFACTURING
GUL
FLORIDA F
ENGINEER LOAD TABLE:26 Ga. GulfLokl- 16"Wide Roof Panel over 15/32" Plywood
dpight s;20'-0:JJjA&ope:, B or Hi
B or
pry 11, Enc o�q, b- �ocle A
0
140 ! — 1!0 0
C 'ER ON;
WIND FASTENER SUBSTRAT 120 130 150 160
(MIN.1/4' JMIN.15r32-) ON CENTER ON CENTER CISNP ENT! I'N CE ON CENTER CENTER ON C:NTER
-TER
I ON, PAC FIT
SPEED Penetration) SPACING SPACING A NG 51!CIN.G I SPACING SPACING SPACING
ZONE 2 0)410-12�1" j P CDOX MILY 'EMOLY A 'Y ASSEMBLY B
PlYW
LYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A;�SEMBLY A I ASSEMBLY A ASSEMBLY B
1.)PANEL DESCRIPTION:GULFLOKTM,MIN.26 GA,7/8" RIB, 16" MAMMUM COVERAGE,SNAP SEAM,
2 1 PANEL FASTENER:THROUGH PANEL SLOT.(1)#10�12XI" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.)MAXIMUM ALLOWABLE PANEL UPUBFT PRESSURE:.63.5 PST AT 5WO.C.ASSEMBLY A,-121.75 PSF AT 5%'O.C.WITH SEALANT
ASSEMBLY B,-161 PSF AT 5%-O.C.WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&
TESTING.
Q 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%of the minimum width ofthe building or
CORE 3 0%of the mean height of the roof,whichever is smaller,however,(a)cannot be
less than either 4%of the minimum width of the building or 3 feent.
ASSEMBLY A
ROG l(rCOVERAGE-----------
E
ITYPEAP���
VvOING:SEE UPUFT TAKE
ASSEMBLY B
2
< (11 11o.12 X V TYPE A
\ —RIDGE SPACRIG:WE UPLIFT TAKE
L ------ ASSEMBLY C W/CUP
---- --- fl)01ol 2 X V 7YPE A PMCAKT-----ZA
$P�FIG SEE UPLIFT TAKE
FL#11651,16 R3-OCTOBER 5,2017
PRODUCT EVALUATION REPORT
[0 KUHN ENGINEERING, LLC
1200 CLIN I MOORE RD. SLATE 9, BOCA RATON, FL 33487- FIL COA 930464