347 7th St ROOF19-0040 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER
r
CITY OF ATLANTIC BEACH ROOF19-0040
ISSUED: 5/15/2019
"- 800 SEMINOLE ROAD EXPIRES: 11/11/2019
ATLANTIC BEACH. FL 32233
ALL • . MUST • • • . •�Fftt LAjIIU& • • • 1 • • • • •
CODE, • CITY OF • • 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.
347 7TH ST ROOF NON SHINGLE METAL ROOF $51000.00
TYPE OF ZONING: BUILDINGSUBDIVISION:SE
CONSTRUCTION: NUMBER: GROUP:
169929 0000 ATLANTIC BEACH
COMPANY: ADDRESS:
TOP GUN ROOFING, INC. 5570 FLORIDA MINING BLVD JACKSONVILLE FL 32257
OWNER: ADDRESS:
ALEXIS ASPLUNDH 99 ORANGE ST NEPTUNE BEACH FL 32266
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.
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-3223000 0 $29400
BUILDING PIAN CHECK 455-0000-322-1001 0 $142.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.39
$TATE DCA SURCHARGE 455-0000-20&0600 0 $4.26
TOTAL:$436.65
Issued Date:5/15/2019 1 of 2
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department)
4 800 Seminole Road R�t'J= 19 _=Lf.O
Atlantic Beach,Florida 32233-5445 c 1
Phone(904)247-5828 Fax(904)247-5845 Date routed: 5 3
E-mail: building-dept@coab.us
119
City web-site: http a/www.coab.us
APPLICATION
7REVIEW AND TRACKING FORM
Property Address: ( ! I~ y7 De ent review re uired Yes No
di
Applicant: �QP l lL) Planning &Zoning
Tree Administrator
MAL OO
TF Public Works
Project: _ Public Utilities
Public Safety
Fire Services
Review fee $
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified
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: fApproved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING / V
PLANNING &ZONING Reviewed by: rn Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . ❑Nm applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. []Not applicable
Comments:
Reviewed by: Date:
Revised 0511912017
Building Permit Application OFFICE COPY UPdated10/9p8
City of Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Deott�coab.us IS REQUIRED. /� TT
Job Address: . .3477TH STREET ATLANTIC BEACH:FL 31=3 Permit Number. R ObF 19 — 004D
Legal Description. 569.16-M29E. ATLANfICBEACH WYY2 LOT t8:LOT 20 BLK 9 RE# 169928-0000
Valuation of Work(Replacement Cost)$. 51,000 .Heated/Cooled SF Non-Heated/Cookd
• ClassofWork: ONew OAddition OAReation ORepair OMove ODemo UPool OWindow/Door
• Useofexisting/proposedstmaure(s): OCommercial OResidential
• If an existing structure,is a fire sprinkler system installed?: Dyes ONo
• Will treelsl be removed in association with proposed sect?Dyes Imustsubmit a to Tree Removal it ONo
Describe to detail the type of work to be performed:
NEW CONSTRUCTION METAL ROOF LABOR IS MATERIALS/60 So/3:12
Florida ProductApproval# FL11651.2.FL14817.1 for multiple products use product approval form
Property Owner Information
Name ALEXIS ASPLUNDH Address ': 99DRANGE STREET NEPTUNE BEACH,FL 62268
City NEPTUNE BEACH Sate .FL Zip 82266 Phone Text
E-Mail eoastalcandc@amaiLcom
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Information
Name ofCompany TOP GUN ROOFING INC. Qualifying Agent MATT P MCLEOD
Address. 5570 FLORIDA MINING BLVD SOUTH#501. City 4AX State FL Zip 32267
Office Phone 904342-0211 Job Site Contact Number 90,1&111 595
State Certification/Registration#_CCC059n9 E-Mail OFFIGEOTOPGUNROOFING.NET
Architect Name&Phone If
Engineer's Name&Phone#
Workers Compensation Insurer FRSA.376U33663 OR Exempt Expiration Date 12731/16 w
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal lati has a
commenced prior to the issuance of a perk and that all work will be performed to meet the standards of all the laws regula gW
:c J Z
construction in this jurisdiction.I understand that a separate perk must be secured for ELECTRICAL WORK,PLUMBING,SIGG r O
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements t p F
permit there may he additional restrictions applicable to this property that maybe.found in the public records of thiscounty 'r 2
there maybeaddkionalpermitsrequired from othergovernmental entltiessuch as water management districts,state agen6 p U O
federal agencies. WG
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with aZa O Q
applicable laws regulating construction and roping. cc F 0 H
WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENU. 2 q
ENT MA lO Q w
RESULT IN YO TW CE FOR IMPROVEMENTS TO YOUR PROPE . IF YOU INTFhW a ud m
TO OBTAIN ANA CING,� ULT WITH YOUR LENDER N A O BEFORE W � w = 0
RECORDINGY RNon ,E F MENCEMENT. w V N ¢ w
cl
(Signature f e or rot) (Agnahmaof Contractor)
i / "
Signed and swum to(or affire b re me a L day of Signed and sworn in{or affirmed)before me thing day of
'iv' ��by ,.Lk.1S /'t5 u a is NtrLk 2010. ht _ IY1 C f0f�.
(Sig ure f1lotary) (' (Signatureo Notary)
.>7
ET
��yy
,[.jPersonallY Known O ISggN#FFat6223 VT Rersonalhr Known OR
( ]Produtt-0Identifiati .L � EXP#tEgSepbmper 1320/9 TERESA STONE IRWIN III
( j Produced IdeMMgtion
i)9i>iW,p ee _ a..., Commission#FF 896991
Type of identification Type of ldendflcatlon sd" amtxpues
%,,, • July O8. 2019 ii
10/192018 Florida Building Code Collide
I
Business & Professional OFFICE COPY -
actsn.— I o,,in I ur>nwlmv.n 11 ..11ooi■a 1 sm.mtsa,chlm. cabana: BCS9le"I Emla seaRn
rwcApproval
or ac nuuov
WRnoo�.a Menu,
FL k
_pgrl(dtlppLS(a BYo a,1POIbam De011
R11651-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Gulf Coast Supply B Manufacturing, LLC.
Address/Phone/Emall 4020 S.W.4491:11 Street
Horseshoe Beach,FL 32648
(352)498-0778
Info@gulfcoastsupply.cam
Authorized Signature Eng David
info@gulfcoastsuppiy.com
Technical Representative David Eng
Address/Phone/Email 14429 SW 2nd PI
Ste G30
Newberry,FL 32669
(352)498-0778
Info@gulkoastsupply.com
Quality Assurance Representative David Eng
Address/Phone/Email 14429 SW 2nd M
Ste G30
Newberry,FL 32669
(352)498-0778
daAcLeng@gulfcoastsuppiy.rom
Category Rooting
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
{l Evaluation Report-Handcopy Received
Florda Engineer or Architect Name who developed the Daniel S. Kuhn
Evaluation Report
Monte License PE-75519
Quality Assurance Entity Keystone certifications,Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden P.E.
'i Validation Checklist-Hardcopy Received
Certificate of Independence 116x1 R3 COIL flMe ntl n r¢�,_5 JOt7-1(1-09 pct(
Referenced Standard and Year(of Standard) Standard roar
FM 4471 1992
TAS 100 1995
TAS 111) 2000
TAS 125 2003
UL 1897 2012
UL 580 2006
haps://www.flo dabuilding.org/pr/pr app_dti.ms l,parem EVXQvtDgsQFc5K%2ffrZeCSHgw99R5wgrf90P yvkzBZ STfw %3d%3d 115
10/19/2018 Fonda Building Cade Odin
Equivalence of Product Standards 4
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 1DI10/2017
Date Validated 10/12/2017
Data Pending FBC Approval 10/12/2017
Data Approved 12/12/2017
Summary of Products
Go tO Page '... � O � Page 112
FL i Model,Number or IN... Description
11651.1 0.032"Aluminum SV Comp Min 0.032'5 V Crimp Aluminum ROOF Panel over 15/32"
Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: NO FL11651 R3 11 FL1165 '+ Metal R f Panel Dated-
Approved for use outside HVHZ:Yes ygned.D&
Impact Resistant:N/A Verified!By: Dan Kuhn,P.E. 75519
Design Pressure:+N/A/-108.SPSF Created by Independent Third Party:Yes
Other:-108.5 psf @ 12"D.C.Install per manufacturers details. Evaluation Reports
Not for use In HVHZ Zones. FL11651 R3 AE FL11651 1 RI 0325• 0 15-
Creatend Non penile tD�gdl
Createtl by Independent TRIM Party: Yes
11651.2 0.032'Aluminum Gulf Lok Min 0.032'Aluminum Gulf Lok 16"Wide Roof Panel over 15/32'
Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11691 R'+ it FL11691 2 R3 Meal Roof P
Approved for use outside HVHZ:Yes gL9D02.Pd[
Impact Resistant: N/A Verified By: Dan Kuhn,P.E. 75519
Design Pressure: +N/A/-116.0PSF Created by Independent TIOrd Party:Yes
Other:-52.5 psf @ 5 3/16"D.C.fastener spacing. -116.0 psf Evaluation Reports
@ 5 3/16"O.C.fastener spacing.Install per manufacturers FL11651 R3 AF FL11651 2 R2 032Gulkok 16 15-
details. Not for use In HVHZ Zones. 32Pivwnd N alutiz-s gDed.gd[
Created by Independemninif Party: Yes
11651.3 1"24ga.Gulf Snap 1"Gulf Snap 24 Ga. 17"wide Roof Panel Over 15/32"Plywood
Limits of Use Installatlon Instructions
Approved for use In HVHZ:Yes FL11651 R3 IT Ft11651 4 RR Metal Roof Panel Dahill-
Approved for use outside HVHZ:Yes 519022.gg1
Impact Resistant: N/A Verified By: Dan Kuhn,P.E. 75519
Design Pressure: +N/A/-13I,0P5 Created by Independent Third Parry:Yes
Other:-67.3 psf @ 24"D.C.clip spacing.-131 psf @ 5"D.C. Evaluation Reports
clip spacing. Install per manufacturers details.For use In HVHZ FL11651 R3 BE F 116 1 3 R1 I - Ifs 17 15_
Zones. 32Eldd2gLhYHZ-sjgdaeI.,jff
Created by Independent Third Parry: Yes
11651.4 1"24ga.Versal-oc 1"V1.LOc 24ga 16.5"W Ida Roof Panel over 15/32"Plywood
Limits of Use Installatlon Instructions
Approved for use In HVHZ:Yes FL11691 R3 IIF 11651 4 R3 MMI Roof Panel Derail-
Approved for use outside HVHZ:Yes sugrad 22(
Impact Resistant: N/A VerI By: Dan Kuhn, P.E.75529
Design Pressure: +N/A/-138.SPSF Created by Independent Third Party:Yes
Other:-71 psf @ 24"D.C.clip spacing.-138.5 psf @ 5"D.C. Evaluation Reports
clip spacing.Install per manufacturers details. For use In HVHZ FL11691 R'+ AF FLI16SI 4 RI 24Va,IpC Sk 16.5
Zones. 32PIvwOnd HVHZ-sgmnjndf
Created by Independent Third Parry:Yes
11651.5 1"VernaLoc.032"Aluminum P'Va.LOC min.032"Aluminum Over 15/32'Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLI 16SI R3 IT FL11651 5 R1 ijimid Rod Parral Date'I-
Approved for use outside HVHZ:Yes gigned.Ddf
Impact Resistant: N/A Verified By: Dan Kuhn, P.E.25519
Design Pressure:+N/A/-101.0PSF treated by Independent Third Party:Yes
Other: -63.3 psf @ 24"O.C.clip spacing. -101.0 psf @ 6"D.C. Evaluation Reports
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10/192016 Florida Building Code Online
1 clip spacing.Install per manufacturers details. For use In HVHZ F""" "' --R 1-6 1-s-
wood HVHZ- nen,no O1 ^"
C Zones. Created by Independent ThIM Party:Yes„e
11651.6 1.5"24ga.Gulf Snap 1.5"Gulf Snap 249a. 16"Wide Roof Panel over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ:Yea F111651 R3 it F111651 6 R3 Metal Roof Panel Dotal-
Approved for use outside HVHZ:Yes sigail ld1[
Impact Resistant: N/A VerlOed By: Dan Kuhn, P.E.75519
Design Pressure: +N/A/-116.0PSF Created by Independent Third Party:Yes
Other:-86.0 psf O 24"O.C.dip spacing. -108.5 par @ 12"O.C. Evalln lore Reports
clip spacing.-116.0 psf O 6"O.C.clip spacing.Install per F1 11691 Ra eF A 11691 6 R3 1.5 24GUIf5nag 16 IS-
manufacturers detala. Fpr use in HVHZ Zones. "Plywood HVHZ-sia]g;[,QX
Created by Independent Third Party:Yes
11651.7 1.5"24ga.VersaLoc 1.5'Versa-oc min 24ga. 16"wide Roof Panel over 15/32"
Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FI+169 R3 17 FL116517 Ra Metal Roof Panel Detre M
Approved for use outside HVHZ:Yes slgred.Odf
Impact Resistant:N/A Vend By: Dan Kuhn,P.E.75519
Design Pressure:+N/A/-123.5PSF Created by Independent Thirtl Party:Yes
Other:-59.75 psf O 24"O.C.clip spacing. -123.5 psf O 12' Evaluation Reports
o.c.clip spacing.Install per manufacturers details.For use In c 11691 RR eF P n en 7 a3 t 9 24versaLac 16 15-
HVHZ Zones. ]jQlywOOd HVHZ-slgngd.oA!
Created by Independent Thi!Party:Yes
11651.8 2"24ga. Megl Min 24 Ga.2"MegaLOc IS-wide Roof Panel Over 15/32'
Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ: No 1IASI R'+ 1I FL11651 8 R3 Metal Roof Panel Deter(-
Approved for use ou idele HVHZ:Yes 529nall
Impact Resistant:N/A VeriRed By: Dan Kuhn, P.E.75519
Design Pressure: +N/A/-108.SPSF Created by Independent ThIM Parry:Yes
Other:-71.0 psf O 24"O.C.clip spacing.-108.5 per O 12"O.C. Evaluation Reports
clip Spacing.Install per manufacturers details.Not for use In Fl R3 AE FL11651 8 R3 24VersaLoc 18 IS-
HVHZ Zones. �jQiYwood NonHVH2-5iO1L^ypgf
Created by Independent ThIM Parry:Yes
11651.9 24 Ga.Gulf Lok Min 24 Ga.Gulf Lok 16"Wide over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ: No Fi 11691 gi it Ft 11651 o RI Metal Roof Panel Det(-
Approved for use outside HVHZ:Yes 5190gdj&
Impact Resistant: N/A Verified!By: Dan Kuhn,P.E.75519
Design Pressure: +N/A/-96.7PSF Created!by Independent Third Party:Yes
Other:-81.75 par @ SO-1/4"o.c.fastener spacing.-96.76 psf Evaluation Reports
O 5-1/8"o.c.fastener spacing.-121.75 psf O 5-1/8"fastener Fill 691 Rs AE FL11651 9 93 24GulfLok 16 15-
spacing.-161 psf@ 5-1/8'fastener spacing.Install per 32Plvwootl NOn8VH2- Ia&Ldlf
manufacturers details. Not for use In HVHZ Zones. Created by Independent Third Party:Yes
11651.10 24 Q.Gulf Seam Min 24 Ga. Gulf Seam 16"Wide Roof Panel over 1x4 WOW
Purilns over 15/32'Plywood
Limits Of Use Installation Instructions
Approved for use In HVHZ: No FL11651 3 D FL11651 10 R3 Mml Roof Panel Detail-
Approved for use outside HVHZ:Yes s1Qned.Rgf
Impact Resistant: N/A Verified By: Dan Kuhn,P.E. 75519
Design Pressure: +N/A/-93.SPSF Created by Independent ThIM Party:Yes
Other:-93.5 psf La 18"o.c.Install per manufacturers details. Evaluation Reports
Not for use In HVHZ Zones FL11651 R3 AE EL11651 10 R3 24CuIfSeam 16 1x41S-
Created
b Independent
Incl P
Crea[etl by Independent ThIM Party:Yes
11651.11 24 Ga.Gulf Seam Min 24 Ga.Gulf Seam, 13/4'Snap Lock, 18"Wide Roof Panel
over 15/32"Plywood
Limits of Use Installation Instructions
Approved foe use In HVHZ:No FL11651 R3 11 FL11651 12 R3 Metal Roof Panel Deta'I-
Approved for use outside HVHZ:Yes st9Dl
Impact Resistant N/A Verl By: Dan Kuhn, P.E.75519
Design Pressure: +N/A/-108.5PSF Created by Independent Thirtl Party:Yes
Other:-69.25 psf @ 24"o.c.clip spacing.-108.5 psf O 12" Evaluation Reports
o.c.clip spacing.Install per manufacturers detells.Not for use F 1169 R'+ AE FL11691 11 -14 illi =.L m In 15-
InHVHZZenes. 322lYwood NonHVH2-slpgad,ngf
Created!by Independent ThIM Party:Yes
11651.12 26 Ga. SV Crimp Min 26 Ga. SV Crimp Roof Panel over 15/32'Plywood
Limits of Use Installation Instrie0lons
Approved for use In HVHZ:Yes F 1165 I F111651 2 3 Moral Roof Panel Deter I-
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�`rr.�
FLORIDA PRODUCT APPROVAL GulfCoast
14 SUPPLY A MANUFACTURING
Lilt TM•
WIDE • • OVER • • •
l I
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
24 Ga. GulfLokTM 16" Wide Roof Panel over 1S132"Plywood
Florida Product Approval #11651.9 R3
Florida Building Code 2017
Per Rule 61620-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, I.I.C.
14429 SW 2nd Place, Suite G30 %A%EL S kr✓�;,,
Newberry, FL 32669 3F••y
Z*:• No. 75519
Engineer Evaluator:
Dan Kuhn, P.E. #75519 =9'. STATE OF .'¢-Z
Florida Evaluation ANE ID: 10743 '�T'.
,,0NAL ENG '
Validator: ...... '2017
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FLM 11651.9 R3•OCTOBER 5,2017
PRODUCT EVALUATIONREPORT
FLORIDA PRODUCT APPROVAL GulfCo st ,
SUPPLV 8 MANUFACTURING
LOK TM
24GA. GULFLOK 16"
WIDE • • OVER • •D
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, N" Nailstrip Roof Panel, Minimum 24 Ga. Steel, Maximum 16"
Coverage, Roof panel restrained with fasteners into minimum+Y„" plywood
decking. Non Structural application.
Panel Material/Standards: Material: Minimum 24 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: 0.0235" Minimum
Width: 16" Coverage Maximum
Female Rib: T4" Tall
Male Rib: 3A" Tall Rib with Slotted Strip
Panel Seam: Snap Lock
Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only,
where required design pressures exceed-111.75 psf.
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 r%" 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
Maximum Design Pressures 81.75 psf 96.75 psf -121.75 psf -161 psf
Sealant No No Yes No
*Design Pressure includes a Safety Factor=2.0.
FLM 11651.9 R3•OCTOBER 5,2017
PRODUCT EVALUATION
•�
MOORE
r
FLORIDA . . , , . . • Gulf� Coa t
14 SUPPLY a MANUFACTURING
LOK TIM
24GA. GULF[OK 16" WIDE ROOFOVER • •D
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 61 G20-3.
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. 117-0089T-05 Dated 062005
2. UL 580-94/1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization It TST-5328)
Report No. 117-03017-10A-C, Dated 0726/2013
3. TAS 125
Architectural Testing, Inc. (FBC Organization#TST-1527)
Report No. 89000.01-450-18, Dated 12/122012
4. Certificate of Independence
By Dan Kuhn, P.E. (FL#75519)0 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.
FL#11651.9 R3•OCTOBER 5,2017
PRODUCT • REPORT
1200 CLINT MOORE RD. SUL LE 9, BOCA RA I ON. ll33487 - FL COA #30464
FLORIDA . . Gulf oast
SUPPLY d MANUFA<i URIY6
TM
LOK
24GA. GULFLOK 16"
WIDE ROOFOVER • •D
24 GA G LUL FL 0 K
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.
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.
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#11651.9 R3•OCTOBER 5,2017
LOAD TABLE SPEC GulfC�o st
14 SUPPLY a MANUFACTURING
LOK TM
24 GA. GULFLOK"" 16" WIDE RO(,WVER 15/32" PLYWOOD
ENGINEER LOAD TABLE: 24 Ga.GulfLokTe 16"Wide Roof Panel over 15/32"Plywood
120 1 130 1 140 1 150 1 160 1 170 1 180
WIND FASTENER SUBSTRATE
SPEED (MIN.va` IMIN.1592") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetrrtlan) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
20
20NE2 (1)#10.12x1' PLYWOOD
ASSEMBLYA ASSEMBLVA ASSEMBLVA ASSEMBLVA ASSEMBLVA ASSEMBLVA ASSEMBLYA
1.)PANEL DESCRIPTION:GULFLOKT-, MIN.24 GA,71V RIB, 16" MAXIMUM COVERAGE,SNAP SEAM.
2.)PANEL FASTENER:(1)#10-12X1" PANCAKE TYPE A,Ya" MIN. PENETRATION THROUGH PLYWOOD.
3.)MAXIMUM ALLOWABLE PANEL UPUFr PRESSURE:81.75 PSF AT 10W O.C.ASSEMBLY A,96.75 PSF AT 5W O.C.ASSEMBLY B,
-121.75 PST AT 5%'O.C.WITH SEALANT ASSEMBLY C,-161 PSF AT 5W O.C.WITH CLIP ASSEMBLY D. PRESSURE BASED ON UL 580/UL
1897 TESTING BY FORCE ENGINEERING &TESTING.
4.)PLYWOOD DECKING: MIN.II 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.
mxEz IMPROOF � Note:Dimension(a)is defined as 10%of the minimum width of the building or
2oNE3
40%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 feet.
� eoOE ASSEMBLY A/B
' ! �16'COVERAGE�
role t
---- )*10-12 X 1'TYPEA PANCAIe
SPACING:SEE UPUFTTMA1
SAVE
WNE xWB£RO f 4 ASSEMBLY C
i 11� 11a'iI1C W1METER BEAD OFTREBGNO SEALANr
\ pI06E I1)#1D12X 1'TYPEAPANCAKE
SPACING:SEE UPl1Fr TABLE
ASSEMBLY D
zorl i culnnx-Duv24 GA-
z.cA�_�
–(1)•10,12X V TYPE A PANCAKE
—
20NE3 -FAM: SPACING:SEE UPLIFT TABLE
FW 11651.9 R3•OCTOBER 5 2017
PRODUCTU • • • '
1200 CLINT MOORE RD. : •
OFFICE COPY
t 0 0 0
BCtS Home Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications F
dIN product Approval
USER: Public User
P
Product Approval Menu > Product orApofr t' Sgy> Ali LISt> Applimtion Detail
TFL # FL14317-118
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Boral Roofing / MonierLifetile
Address/Phone/Email 7575 Irvine Center Drive
Suite 100
Irvine, CA 92618
(602) 269-2288 Ext 8320
thomas.jemmett@boraLcom
Authorized Signature Thomas Jemmett
thomas.jemmett@boral.com
Technical Representative Adrian Cooper
Address/Phone/Email 135 NW 20th Street
Boca Raton, FL 33431
(954) 520-5461
acoopeer@minierlifetiie.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Regis
Professional Engineer
Evaluation Report - Hardcopy Recei•
Florida Engineer or Architect Name who developed the Robert J. M. Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/21/2020
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Reo
Certificate of Independence FL14312 R8 COI 2015 01 col Nea
Referenced Standard and Year (of Standard) S3andaw
ASTM D1970
FRSA/TRI (April 2012) 04-12
UL 1897
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/14/2017
Date Validated 10/16/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12)2017
Summary of Products
FL # Model, Number or Name !Description
_.. . -.------_._.__..
1.4317.1 Boral Roof Undedayments Roof underlayments for use in prel
Limits of Use Installation Instructions
Approved for use in HVHZ: No EL14317 R8 II 2017 10 FINAL
Approved for use outside HVHZ: Yes Mp_df
Impact Resistant: N/A Verified By: Robert 3. M. Nieminei
Design Pressure: +N/A/-202.5 Created by Independent Third Par
Other: 1.) The design pressure in this application Evaluation Reports
pertains to a particular undenayment system for use FL14317 R8 AE 2017 10 FINAL
1 under foam-on the systems. Refer to ER Section 5.6.2 for RB..pd
I all such systems and max design pressures. 2.) Refer to Created by Independent Third Par
ER Section 5 for Limits of Use.
Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-4i
The State of Florida is an AVEEO employer. LdRyrl9ht 200]-2013 State of Florida :: Pdyacv Statement :: A�
Under Florida law, email addresses are public records. If you do not want your a-mall address released in resp(
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questlor
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. r
address If they have one. The emails provided may be used for official communication with the licensee. Howev(
not wish to supply a personal address, please provide the Department with an email address which can be mad
are a licensee under Chapter 455, F.S., please click bera-.
Product Approval Accepts:
M C1 ® E3
EXTERIOR RESEARCH&DESIGN,LLC.
Cerflficate OfAuthon:on in#9503
STREET,UNIT#13
TRINITY
�_ ERD 353 CHRISTIAN
NOXFORD,CT06478
(203)262-9245
EVALUATION REPORT
Barrel Roofing Evaluation Report M35710.1L30-R9
75751rvine Center Drive,Suite 100 F114317-R8
Irvine,CA.92618 Date of Issuance:12/21/2010
(602)269-2288 Revision 9:10/14/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6"' Edition (2017) Florida Building Code
sections noted herein.
DESCRIVtiON: Boral Rod Underlayrnents
U uhuai Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONnxueo ComPUAxw: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
AOvurntsminaw..The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INspEcirm: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 7.
Prepared by: t"e',�{"••, ,,,
' aa��....i.�.` Thenaimik snlayVari WFarted EylbLen
Robert J.M.Nieminen,P.E. _�...... „rw...
FWhio Regiscronon No.39166,Florido DCA ANE1983 w.mm«,,e.ten so/sapvn nor eon w+.w+.•.
elttrtankNN.yow m...n<n[
QmNNAipx Of INOEve :
1. TrinityERD doess not not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufattudng or
distributing products R evaluates.
2. Trinity l ERD k not owned,operated or controlled by any company manufacturing or distributing Products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity invol ed in the approval process of the
Product.
S. This is a building code evaluation. Neither Triniyl ERD nor Robert Nieminen,P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
-' TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Undedayment
Compliance Statement: Boral Roof Underlayments,as marketed by Bernal Roofing,have demonstrated compliance
with the following sections of the 6" Edition )2017)Florida Building Code through testing in accordance with the
following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set
forth herein.
2. STANOARDS:
Section prosper M t ndard year
1500.3.1 WirM Uplift UL 1897 2012
1507.1.1,T3507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(00-12) 2012
3. REFERENCES:
EMRV Ea erinatlon Reference Nit
ERD(T5T 6049) Physical Properties M36790.07.11 09130/2011
ERD(1ST 6049) Physical Properties 840380.08.12 08/28/2012
ERD(TST 6049) Tensile Adhesion LTA C41420.09.11-2 09/11/2012
FRD(TST6049) Adhesion 641940.09.12 09/13/2012
ERD(IST 6049) Tensile Adhesion LTA 807390.07.141 07/31/2014
ERD(TST(049) Tensile Adhesion/LTA 847390.09.14 09/04/2014
Pill(TST 5878) ASTM 01970 NEI-031-02-02AEV 10/27/2010
PRI(TST 5878) ASTM 01970 NEI-029-02-01:11EV 12/03/2010
FRI(TST 5878) Tensile Adhesion/LTA NEI-046.02-01REV 12/17/2010
PRI(M 5878) FRSA/TRI April 2012 NEI-076-02-01 02/14/2011
PRI(TST 5878) ASTM D1970 NEI-034-02-02 01/29/2013
PRI(TST 5878) wind Uplift WRR-001-02-01 03/17/2015
PRI(IST 58781 Wind Uplift BORR-0OS-02-01 06/24/2015
U4 L1C.(QUA 9625) quality Assurance Servke Confirmation Eap.0812112020
4. PRODUCT DESCRIPTION:
4.1 SeR-Adhering Underlinmems:
4.1.1 Boral TReSeal-50"r is a nominal 50-mil thick,polyester-surfaced,self-adhering SBS modified bitumen roof
underlayment;meets ASTM D3970.
4.1.2 Borai TileSeals'in is a nominal 60anll thick, polyester-surfaced, self-adhering SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI 04-12.
4.1.3 GatorSeal-is a nominal 55-mil thick,granular-surfaced,fiberglass reinforced,self-adhering SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.1.4 Citadels Plus is a nominal 48-mil thick,fabric-surfaced,fiberglass reinforced, self-adhering SBS modified
bitumen roofing underlayment for use as a base-layer in two-ply underlayment systems; meets ASTM
D1970.
S. LIMfrATIOM:
5.1 This is a building code evaluation. Neither Trinity[ERD nor Robert Niernmen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is nm for use in FBC HVHZ jurisdictions.
Exterior Research and Design,LLL Evalumaon Repot M35710.13.1
Rm7kereoJAUNwrmdon~3 6'EDITION U017)FEW NON-HVHZ EVALUATION FL34317-R8
adral addf U.&HaymeM,IM)769-7iaa ReWrbn9:10/14/1017
Pap24f7
TRINITY ERD
5.3 Fire Classification is not part of this laboratory Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Boral Raaf Undedayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof
covering.
5.5 Allowable Roof Covets: Table 1 pertains to use of each listed underlayment by-Itself beneath the stated
roof covers. Refer to the installation instructions and Table 2 for two-ply underlayment options.
TAttE 1: ROGF COVER OPTIONS
Asphalt Adhesive-set MetAi Wood Shakes slawUnderisymem Shingles Nail-0n Tile Adrilei5hingles
Boral TiW.15O"n yes No No Yes Yes Yes
Yes Yes V. Yes
Boral TileSealM Yes Yes (See 5.5.1)
GatorSeal Yes No No No yes Yes
5.5.1 "Adhesive-set Tile is limited to use of following Approved tile adhesives/underlayment combinations.
TA N E SA:AILo wA&E THE AONFSNE/UNOFRIAYMFNr[pA&FUlNk151
Adhesive Florida Product Approval LMdeda ments
OAP Foam Toucb'n Seal Sumneond Roof Tile Adhesive FL14SO6 Boral Tile5eal"'
Dow TILE BOND"Roof Tile Adhesive FL22525 Boal TdeSeal"n
ICP Adhesives Polysete AH-36o FL6332 Boral Tle5eal"n
ICPAdhevwx Polvsel'RrA-1 FI6276 Bora)Tlle5eal"n
5.6 Agowabke5 bstrates•
5.6.1 Direct-gond to Deck:
Citadel Plus,Boral TileSeal 50"r,Boral TileSeal"n or GaWrSeal:
➢ Plywood(unprimed or primed with ASTM D41 primer).
Boral TIIeSeal'n:
➢ 058 primed with ASTM D41 primer.
Note: Refer to Section 5.6.4 for uplift limitations associated with direct-deck underlayment inAollotions
where the overlying roof cover is adhesive-set file roofing
5.6.2 Bond to Base Laver Undgrlavment:
Citadel Plus,Boral Tde5eal SO"'.Boral TIIeSeal' or GatorSeal:
Y ASTM D226,Type II felt;Citadel Plus.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under adhesive-set the systems, base layer shall be
attached per minimum requirements of FRSArMl April 2012(01 Appendix A,Table 1,or as listed in
Section SAA herein,or as tested in accordance with FINE 1504.3.1.
'Refer to rile Monufacture/s or Adhesive Manufa[fuah Flonda Pradud APpravof for Overturning Moment Resisronm Performance.
Exterior Rezearrh and Design,LLC EvaWaaon Report F135J10.1Z.10ai9
riaAmtewaw,mmnw Y9ap3 6"'EOmON(20171 ME NON-HVHZ EVALUATION FL14317-RO
Boal Roo(UnibriRwaeds;IED21219-12ii Revhbn 9:10/14{2017
P,,xi
TRINITY ERD
5.6.3 @20d IQ Q11her Substrate Types:
Citadel Plus,Boral TlleSeal 50"r,Ronal TileSeal"nor GatorSeal-
> ASTM D41 primed metal(e.g.,flashing metal,valley metal,etc).
Boral TileSealw:
> Huber Tip Deck(unprimed or primed with ASTM 041 primer);Dens Deck Prime.
Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached
per minimum requirements of the prepared roof covering manufacturer's Product Approval.
5.6.4 Wing 8nistance for Underlayment ayjlJgjns in Adhesive-set Tile Applications- FRSA/TRI April 2012(04.12)
does not address wind uplift resistance of all undedayment systems beneath adhesive-set the systems,
where the underlayment farms part of the load-path. The following wind uplift limitations apply to
underlayment systems that are not addressed in FRSAtM April 2012(0412)and are used in adhesive-set
tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(0412),Appendix A,Table SA 0r
FBC 1609 for determination of design wind loads
41 Maximum Design P =-1050sf:
Deck: Min. 15/32Anch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Ply: (Optional)Citadel Plus,self-adhered
Underlayment: Boral TlleSeal"t, self-adhered and back-nailed within the selvedge-edge side laps using
12 ga.x 1X"ring shank nails through 32 ga.,1-5/8'diameter tin caps spaced 12-Inch o.c.
92 Mildnium,Design pressure=-1200[xf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: ASTM Dol to the plywood deck
Base Ply: Citadel Plus,self-adhered
Cap Sheet: Boral TileSeal"r, self-adhered, and back-nailed within the selvedge-edge side laps using
! 12 ga.x W ring shank nails through 32 ga.,1-5/8'diameter tin caps spaced 12-inch o.c.
N3 Maximum Design Pressure=-202.5 0sF
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: ASTM D41 to the plywood deck
Base Ply: None
Cap Sheet: Boral TIIeSeal"r,self-adhered, and back-nailed within the selvedge-edge side laps using
12 ga.x I%'ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-irrch o.c.
44 Maximum Design Pressure=-120.005f:
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of
Authority Having Jurisdiction.
Primer: ASTM D41 to the concrete deck
Base Ply: (Optional)Citadel Plus,self-adhered
Cap Sheet: Boral TileSeal"r,self-adhered
5.6.4.1 Note: For adhesive-set tale systems, H there is a base ply or mid-ply of Gtadel Plus in the system, the
Project design pressure requirements may not exceed-120 psf.
Extenw Research and Oengn,LLC. Evzklatlon Repart M21)10.I130419
(<,Ipkme%Mdl,wlmtbna95a3 6"EDMON 12017)Ric NOW-1-iVN2 EVALUATION FL14117-Ra
Saint Roof UlMerbyments:Roof z69-22ee ReNsbn 9:]0/14/101)
PM4M)
TRINITY ERD
5.7 Ultasure Limitations:
GatorSeal shall not be left exposed for longer than 30-days after installation, prior to placement of final
roof cover.
Boni TdeSeal SO"r and Boral Tlleseal' shall not be left exposed for longer than 180-days after
installation,prior to placement of final roof cover.
Citadel Plus,for use as a base-layer in a two-ply underlayment system,shall not be left exposed for longer
than 18"wo after installation,prior to placement of subsequent underlayment layer.
5.8 Tile SlippauteUrnitationg fFRSA/TRI April M2 iN-1211•
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TAale 2: TILE SLIPPAGE LiMITAnONS FOR Dhuuz cx TBE INSTALLATIONS
Underlayme it Tile Profile _._ Stagging Method Maximum Slope
plat Max.l6tilestack 6:12
Bora)T11e5ea w t BBeO max.10-tile Siad 6:12
6. INSTALLATION:
6.1 Bernal Roof Undecayments shall be installed in accordance with Burial Roofing published installation
instructions subject to the Limitations set forth in Section 5 herein and the specifics;noted below.
6.2 Refasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Install self-adhering underlayment when ambient and surface temperatures are minimum 4 TF and rising.
6A Citadel Plus:
6.4.1 Citadel Plus is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral
TlIeSeal 50"r,Boral TileSeal w or GatorSeal.
6.4.2 Slope limitations are those associated with the top-layer underlayment.
6.4.3 Direct to Deck:
Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof
edge,extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release
sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place.
Roll into place with a weighted roller.
Boral recommends fastening of the top edge of the sheet to the deck with roofing nails, nails&tin-tags or
1-inch diameter plastic or steel cap nails spaced 24-inch o.c. for slopes below 7:12 and 124nch o.c. for
slopes 7:12 and greater. Overlap successive courses minimum 2 inches(horizontal lap)and minimum 4"
end(vertical)laps.
Install final underlayment layer atop Citadel Plus per 'direct-todeck' instructions for Boral TileSeal 50"r,
Boral TileSeal"T or GatorSeal.
6.4.4 To Base Sheet:
Install base sheet of ASTM D226,Type 11 felt in accordance with Code requirements or install base ply of
Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4.3 and
when used as part of a multi-pry system.
Install optional Citadel Plus as a mid-ply in accordance with Boral Roofing published installation
instructions and Section 6.4.3.
Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 50'n,
Rural TReSeal"T or GatorSeal.
Exterror Nexearc6 antl Oesign,LLC. Fvaluatlan Report M36]10.12.10419
hNfknN oJAmaMrytW,xKW 6` EDIVON 110171 Fat NCM-HVN2 EVALUATION PL14317-a9
Bora)Roof UrMerlrymion;16111169-31St xavhbn 9:10/WW17
Page Sol]
TRINITY ERD
Note: For adhesiv"et tile systems, if there is a base ply or mid-ply of Citadel Plus in the system, the
Project design pressure requirements may not exceed-120 psf.
6.5 Eoral Tlle5ea150"r:
6.5.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FEC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.5.2 Do not use Boral TileSeal SO"'on roof pitches less than 2:12.
6.5.3 Non-Tile Applications.Direct to Deck:
Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof
edge,extending over by%finch.Fold the membrane away from the edge onto itself. Remove the release
sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place.
Roll into place with a weighted roller.
Boral recommends fastening of the black selvedge edge to the deck with roofing nails,nails&tin-tags or f-
inch diameter plastic or steel cap nails spaced 24-inch o.c,for slopes below 7:12 and 124nch o.c.for slopes
7:12 and greater. Overlap successive courses the width of the blackaelvedge area,minimum 3-inch.
Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet
Seam method detailed In Coral Roofing published installation Instructions.
6.5.4 Non-Ti le Applications,to Base Sheet:
Install ASTM D226,Type II felt in accordance with Code requirements or Install Citadel Plus in accordance
with Boral Roofing published installation instructions and Section 6.4.
Install feral TileSeal 50 T in accordance ever ASTM D226, Type II felt or Citadel Plus with Boral Roofing
published installation instructions and Section 6.5.3,except end(vertical)laps,described below.
Apply SBS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous
underside is in contact with the fabric top surface,rolling the interface into place with a weighted roller.
6.6 GatorSeal:
6.6.1 Shall be installed in compliance with the requirements for ASTM 01970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.6.2 Do not use GatorSeal on roof pitches less than 2:12.
6.6.3 Non-Tile applications.Direct to Deck:
Cut the membrane Into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof
edge,extending over by%-inch. Fold the membrane away from the edge onto itself. Remove the release
sheet.Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place.
Roil into place with a weighted roller.
Boras recommends fastening of the black selvedge edge to the deck with roofing nails,nails&tin-tags or f-
inch diameter plastic or steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-inch o.c.for slopes
7:12 and greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch.
Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the seR-
adhering bituminous underside is in contact with the granular or mineral top surface,rolling the interface
into place with a weighted roller, or using the Inverted Sheet Seam detailed in Boral Roofing published
installation instructions.
6.6.4 Non-Tie Applications,to Base Sheet:
Install ASTM D226,Type 11 felt in accordance with Code requirements or install Citadel Plus in accordance
with Boras Roofing published installation instructions and Section 6.4.
Install GatorSeal over ASTM D226,Type 11 telt or Citadel Plus in accordance with Boral Roofing published
Installation instructions and Section 6.6.3 except end(vertical)laps,described below.
Apply SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous
underside is in contact with the granular top surface,rolling the interface into place with a weighted roller.
Exlerbr Rewmh and Caugn,LLG evaluation Report M38730.1110-149
rMglmre e/AWMgIMOSaJ 6-EDITION(2n17)Fac NON.IAMZ EVALUATION FL14317,118
BaalPmftMdedrynenn:16021269-2289
Revision 9:10y1M2017
Pact6d7
TRINITY ERD
6.7 Berm neseafHr:
6.7.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in IRK Table
1507.1.1 for the type of prepared roof covering to be installed.
6.7.2 Do not use Boral TleSeal Hr on roof pitches less than 2:12.
6.7.3 Non-Tile A 1' tins Direct to Deck:
For OSB substrate,prime with ASTM D41 primer and allow to dry prior to installation. Cut the membrane
into manageable lengths,typically 10 to 12 R.Align the membrane parallel to the roof edge, extending
over by%-inch. Fold the membrane away from the edge onto itself. Remove the release sheet. Place the
membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place
with a weighted roller.
Boral recommends fastening of the black selvedge edge to the deck with roofing nails,nails&tin-tags or f-
inch diameter plastic or steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-inch o.c.for slopes
7:12 and greater. Overlap successive courses the width of the black-selvedge area,minimum 3-inch.
Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet
Seam method detailed in Ronal Roofing published installation instructions.
6.7.4 Non-Tile Applicatiorij,to Base Sheer
Install ASTM D226,Type II felt in accordance with Code requirements or install Citadel Plus in accordance
with Boral Roofing published installation instructions and Section 6.4.
Install Boral TIIeSeal in over ASTM D226, Type 11 felt or Citadel Plus in accordance with Rural Roofing
published installation instructions and Section 6.7.3,except end(vertliat)laps,described below.
Apply SRS Mastic under all end (vertical) laps or any other laps where the self-adhering bituminous
underside is in contact with the fabric top surface,rolling the interface into place with a weighted roller.
6.T5 Tile Applications:
Reference Is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For mechanically fastened tile roofing over 2-pry system, consisting of Base Sheet and self-adhering top
sheet(s),Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1.
For adhesive-set the applications,refer to Section 5.6.4 herein.
Note: For adhesive-set tile systems, if there is a base ply or mid-ply of Citadel Plus in the system, the
prof design pressure requirements may not exceed-120 psf.
Refer to Section 5.8 for tile staging limitations. Battens must be used for all tile installations atop Boral
riileseal in with roof pitches of 2% to less than 3:12. Boral Roofing's Elevated Batten System Or counter
battens are required.
7. BUILDING PERMIT REQUIUMENr1:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PUNTS:
Brentwood,NH
9. QuAkr,,ASSUPJVFEE ENTriy:
UL,LLC.—QUA9625;(631)546-2458; Kanchi.AgraAdia-Dokania@gl.com
-END OF EVALUATION REPORT-
tr. '.1.10 antl Deaign.LLC Ewluarion Report ME]1a33.10.fl9
QelJkpry MANAdlmtivn/9503 ,T"EDmON(M7)FIX NON-HVHZ EVALUATION 1114A17RE
Bora)Rad U06edaymeata;(602)1661 Revnhn9:10/14/1017
Fix,]d]
Doc M 2018280452, OR RK 18612 Page 1823, Number Pages: 1,
Recorded 11/29/2018 04:03 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
NOTICE OF COMMENCEMENT
State ofi nrsa- Tax Follo No. �(o�tg 2-`j^CJGkjp
County of n h//s>r
To Whom It May Contin:
The uadenigned hereby informs you that improvemanb will be made W ceraeia coal property,and in aceordaoce with Section 713 of
the Florida StaNtes,the following information Is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being MVmved: � ,�' lo"+. MF _ d L + ZLo
sd'�'1 e+'M1�'i4 dC
Addren of property being improved:
Genal description ofimprovemeets:
Owner. Address: l� [�fYs,n a �• ).4,n1. 6 t •�tL'32' 4
Ownaes interest in site of the improvement
Fee Simple Titleholder(if other"M owner): 7
Name:
Connector.
Address: )D>
Telephone,No.: q0+ 7-3'Z '7)i _ Fez No:
Surely(if my)
Address: Amount of Bond$
Telephone No: In No:
NOW and add—ofany panty making a loan for the on atra:tion of the improvements
Aia v..
Address: 1'
Phone No: Fez No: _
Name of person within the Side of Florida,other then himself,desigmlW by owe Upon whom notices or aha documents may be
served: Name:
Add.:-----OIA
Telephone No: I Fu No:
In addiumn W himself, owns dedgndcs the following parson W mo dw a copy of the Licour's Notice m provided in Section
713.06(2x6),Florida Stroma. (Fill in in Owne's option) -
Name:
Address:
Telephone No: FUN.:
Expiration dme of Notion of Commeeeemmt(the axphatloa deft is one(1)yea from the dde of rxmding unless a diffaera dffi is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
ssma: It. 4/z, ,al
Betbre me ads u
JEFFREY WISSBTABS deaur ser✓ iotheC baDuval,3we
OfPlorida hes Penaad6'eppeared �'<`z�f�.,
ssv fpMse8aKKa a Ffan Wig
Notary Public m Lmga Stam ofFlodda
FI(PIPE88epWnM ter,10r9 My commission expires:
n:ivav cora Feno�mlty Known: a
Pmdaced IdendOuaon: J