1912 N Sherry Dr ROOF19-0063 Metal, 2nd Story ROOF NON SHINGLE PERMIT PERMIT NUMBER
r s ROOF19-0063
CITY OF ATLANTIC BEACH
� 800 SEMINOLE ROAD
ISSUED: 7/18/2019
ATLANTIC BEACH. FL 32233 EXPIRES: 1/14/2020
MUST CALL INSPECTION • • • 1247-5814 BY 4 PM FOR + INSPECTION.
ALL • ' K MUST CONFORM TO THE CURRENT 6TH EDITION1 OF • ' D+ 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: DESCRIPTION: VALUE OF WORK:
metal roof for residential
1912 N SHERRY DR ROOF NON SHINGLE addition & 2nd story $5000.00
addition
TYPE OF
• • GROUP:
172020 0826 SELVA MARINA UNIT
10C
COMPANY: ADDRESS:
Planet Roofing 100 N. Federal Hiwy Ft. Lauderdale FL 33301
�•�® ADDRESS: CITY: STATE:
KABLAWI RAWAN 1912 SHERRY DR N ATLANTIC BEACH FL 32233-4520
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 • • •
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 45S-0000-322-1000 0 $80.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 4SS-0000-208-0600 0 $2.00
Issued Date:7/18/2019 1 of 2
yLi City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road '`� l !.1 ' o V 1
Atlantic Beach, Florida 32233-5445 V S
Phone(904)247-5826 • Fax(904)247-5845
9' E-mail: building-dept@coab.us Date routed: L
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: tl Department review required Yes No
Applicant: [)(A Planning &Zoning
Tree Administrator
Project: J*(\ 0 0 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 B
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: Approved. [—]Denied. ❑Not applicable
(Circle one.) Comments:
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. []Not 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 05/1912017
Wd8S : LBuilding Permit Application Updated l0/9/18 Z��z
City of Atlantic Beach Building Departme � **ALL INFORMATION
a V 800 Seminole Road, Atlantic Beach;fl 32233 HIGHLIGHTED IN GRAY
UA IS REQUIRED.
Phone: (904) 247-5826 Email: Building-Dept@coab.us �5 REs iq- 0,10G
Job Address: I L l /� 7l L(� Permit Number: �VOF� ct _00 �J
Legal Description 37- - v2 — c-I t/ iT -C RE# C)a-�C 0t,�2
6w!& cTIL
Valuation of Work (Replacement Cost) $ L" Heated/Cooled SF Non-Heated/Cooled
• Class of Work:�ew 1,ddition ❑Alteration ❑Repair ❑Move []Demo ❑Pool ❑Window/Door
• Use of existing/proposed structure(s): OSammercial Pkesidential u 1, i__ICE COPY
• If an existing sfticur ,"fire sprinkler system installed?: ❑Yes fkN0
• Will trees be removed in association with RroDosed roiect? LJYes must submit separate Tree Removal Permit No
Describe in detail the type of wor to l�e per€ifled:
Florida Product Approval# ! 5 for multiple products use product approval form
Property Owner Information -�
Name Address Z Z2y n2. A:B
City State_I-- Zip 3 ZZ� 3 _Phone z-b 1-7 ?`/ —
E-Mail _
Owner or Agent(If Agent, Pow6r of Attorney or Agency Letter Required)
Contractor Information
Name of Company I Lv}ij�_ x7F IQualifying Agent c-iL43.4--
Address +" N f-6I tflti City Ui-+ Ilu- tate Irk Zip 1;V) I
Office Phone �-'I' 2✓i�- vlt"}. Job Site Contact Number
State Certification/Registration# CCL E-Mail _40,0,-1 L - (. I
Architect Name& Phone# f✓A- UJI
Engineer's Name& Phone# f\/Fr
Workers Compensation Insurer OR Exempt Expiration Date N
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installoTho Z
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws reg tkg Z h'- N
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,S{3NW , Z w
WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requiremera Nt&® Q
permit,there may be additional restrictions applicable to this property that may be found in the public records of this couly 6. O
there may be additional permits required from other governmental entities such as water management districts, state ageeMi;- (W Z
federal agencies. U � 0 y
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance web io � Z
applicable laws regulating construction and zoning. LL. cc s
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT M@Y� w w
a. cr m
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IIN w W
TO OBTAIN MKtNG, C ULT WITH YOUR LENDER OR AN ATTORNEY BEFORE W ¢ w
RECOR C MENCEMENT. s ix
�i�ature o O r or Agent) I (Signature of Contractor)
Signed and sworn to(or affirmed) before me this_LL day of Signed and worn to(or affirmed)before me this day of
'I LA,k�A Ok by ti USS t�A 2 by P14�) C l
3i s± n tary)
P JOHNSTON "
?ota WE JENNIFER 8mded' Oja(Y
MY COMMISSION#GG 042984
(Ll Personally Known * o' EXPIRES:October 27.2020 Personally Known OR
:9
Produced Identific ofr. p.
Fo;t;: BondedThmNotary Public Undemriters [ ] produced Identification
( J i .,..,..
Tvpe of Identification: Type of Identification:
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA (*REQUIRED)
jj Ic-� �
*Project Address: IK L ( ZZ Permit#: OQ F'l of --0063
1 4-
*Owner/Project Name: ( Syl
As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, please provide the information and product approval number(s)for
the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your
product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product
approval may be obtained at: www.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local #
A. EXTERIOR DOORS
1. Swinging
2. Sliding
3. Sectional
4. Garage Roll-Up
5. Automatic
6. Other
B. WINDOWS
1. Single hung
j 2. Horizontal slider
3. Casement
4. Double hung
5. Fixed
6. Awning
7. Pass-through
8. Projected
9. Mullion
10. Wind breaker
11. Dual action
12. Other
Page 1 of 4 Updated 10117118
U�M;t Wry
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
C. PANEL WALL
1. Siding
2. Soffits
3. EIFS
4. Storefronts
5. Curtain walls
6. Wali louvers
7. Glass block
8. Membrane
9. Greenhouse
10. Synthetic stucco
11. Other
D. ROOFING PRODUCTS
1.Asphalt shingles
2. Underlayments
3. Roofing fasteners
4. Nonstructural metal, 1� � � Z 31L,
roof Lt I,
5. Built-up roofing
6. Modified bitumen
7. Single ply roofing
8. Roofing tiles
9. Roofing insulation
10. Waterproofing
11.Wood shingles/shakes
12. Roofing slate
13. Liquid applied roofing
14.Cement-adhesive
coats
15. Roof tile adhesive
16. Spray applied
polyurethane roof
17. Other
Page 2 of 4 Updated 10117118
UWUL WHY
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the
ones listed in this document must be approved by the Building Official.
*Contractor Name (Print Name): i� ''7 lit *Contractor Signature:
*Company Name:
*Mailing Address: 00 7--) - u
*City: -12,� L-AZocv2nfk-.f *State: � *Zip Code:
*Telephone Number: �— ,�-�;,�( 1 '� *E-mail Address: { V co 41
Cell Phone Number: Fax Number:
Page 4 of 4 Updated 10/17/18
OFFICE COPY
Gulfcad�t. . , . . . . ,
SUPPLY & MANUFACTURING
TM
LOK
26 GA. GULFLOK 16"WIDE RQ• i • •
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. GulfLokTM 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(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC. t%%I11110"
14429 SW 2nd Place, Suite G30 ;` tpN� �...
Newberry, FL 32669 ''��GENS�
*: No. 75519
Engineer Evaluator:
Dan Kuhn, P.E. #75519 =-a-
"�'• STATE OF
Florida Evaluation ANE ID: 10743 :0, - .
<
%Fs•.,
"1/0 L ENG`D�05�201
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL#11651.16 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING,
OFFICP r0P
01,11, . . . • d 111441 WAJ21.01LIFITIGulfc6dft
SUPPLY & MANUFACTURING
TM
LOK
26 GA. GULFLOK TIA 16"WIDE 7L,
ROOF ' + • f • i
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 restrained with fasteners into minimum 15/32" 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" Tall
Male Rib: 3/a" 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-121.75 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 15/32" 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
Maximum Design Pressures -63.5 psf -121.75 psf -161 psf
Sealant No Yes No
*Design Pressure includes a Safety Factor=2.0.
FL#11651.16 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
•
■
FLORIDA P . . , GullCoz st
SUPPLY & MANUFACTURING
TM
LOK
26 GA. GULFLOKI" 16"WIDE
ROOF PANEL OVER • •
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. 117-0301T-10A-C, Dated 07/26/2013
2. TAS 125
Architectural Testing, Inc. (FBC Organization #TST-1527)
Report No. B9000.01-450-18, Dated 12/122012
3. 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#11651.16 R3•OCTOBER 5,2017
PRODUCT EVALUATION REPORT
W'
FLORIDA PRODUCT APPROVAL ulf Goast
SUPPLY & MANUFACTURING
TM
LOK
26 GA. GULFLOK 16"WIDE ROOF PANEL OVER • • ><
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•OCTOBER 5,2017
PRODUCT , _ REPORT
KUHN ENGINEERING, LLC
1200 CLINT MOORE • RATON, FL 33487- FL COA#30464
urrivar. euir
ENGINEER'S LOAD TABLE SPEC GuIfCi6ast
SUPPLY & MANUFACTURING
TM
LOK
26 GA. GULFLOK�` 16"WIDE ROOF PANEL OVER • • I
ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4" (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
2Cf .,E„1 (1)f(1f1 11x1 D?C i (arfY AA A ArSEMBLY,A t SEM$fl A AS Iv#fil� A A tLl�ll)( .A r15� 'Y
ZONE2 (1)#10-12x1” PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B
1.)PANEL DESCRIPTION:GULFLOKTM, MIN.26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM.
2.)PANEL FASTENER: TiHROUGH PANEL SLOT.(1)#10-12X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 516"O.C.ASSEMBLY A,-121.75 PSF AT 51/s"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=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
Note:Dimension(a)is defined as 10%of the minimum width of the building or
/,ZONE 2 HIP ROOF ZONE "a' 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.
ASSEMBLY A
RIDGE i
J - – – 16"COVERAGE
ZONE i �� � - - -
� #10-12 X tTYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
E`VE ASSEMBLY B
ZONE 2 GABLE ROS tea, 1/4'-5116-DIAMETER BEAD OF TITEBOND SEALANT—,
-- -+a
• ...._ ......_._..(1)#10-12 X 1'TYPE A PANCAKE _.....
RIDGE SPACING:SEE UPLIFT TABLE
------ >-----------------
—a ASSEMBLY C W/CLIP
GuHLok"CUP 24 GA. —___
ZONE 1
_.-.. --. '•....•.- --_..-.(i)#10-12 X P TYPE A PANCAKE
%, SPACING:SEE UPLIFT TABLE
`-ZONE 3 ` EAVE
FL# 11651.16 R3•OCTOBER 5,2017
PRODUCT REPORT
ENGINEERING,KUHN
Installation
Storage and Handling
Metal roofing panels are designed toshedwater,not to ho/d –Tarp
water for an extended period of time.Thus,it is important to (loosely attached
store panels dry—position a stack of panels away from standing x to permit airflow)
water,elevate one end to allow water drainage,and cover
loosely with a tarp as shown in the image.Storing panels under
cover or indoors is recommended.Panels must NOT be stored
in vicinity of:saltwater,corrosive chemicals,pressure treated Elevate end of panels
lumber,fertilizer,or other chemicals.When handling panels,be
sure to support the panel to avoid damage from bending of the
panel.In general,no more than 1,13 of the length of a panel should be unsupported.
Preparing the Roof Deck
In most cases,the rafters or roof trusses will be covered with a sheathing material(plywood,OSB,etc.)which is
then covered with underlayment.The design and construction of the roof structure and decking is outside the
scope of this document.However,it is important to note that a poorly prepared roof deck will likely result in a
poorly installed metal roof.The roof panels will generally match the shape of the roof deck—if there are ridges in
the underlayment,uneven decking or other high areas,these imperfections will likely show through the metal
panels.
Order of Installation
Typically,eave drip,valley trim,and transition trim are Measure one panel
installed with the underlayment.Metal panels are installed width along ridge
next.Finally, ridge/hip caps,gable trim,and end/side wall
trim are installed last.(Note that not all trims will be required z
in all cases.) Y
J
4
S
Installing Metal Panels
Measure one panel
Install the first panel with the overlap side along the gable. width along eave
It is common to measure one panel width along the ridge
and the eave,and to chalk a line between these points.(See
images)Aligning the panel edge with this line will help set • - - E
the first panel.It is extremely important to set the first Align first panel with chalk line
panel square;any deviation will ripple across all of the
E,
remaining panels.
;�—Nail strip and/or male
Typically,the first panel is attached on the gable end by ; ;; leg on field of roof
driving fasteners through the panel directly to the deck.
E EE
(This portion of the panel is then covered with Z-flashing and Female leg on
gable rake.)The other end of the panel will receive a clip or ; ;; gable end of roof
will be fastened through the nail strip.
E E�
(888)393-03351 www.gulfcoastsupply.com
Installin GulfLokTM sna lock, cli less system or nail strip) OFFICE COPY
Installing ( P P Y P)
Gulfl-ok°"installation begins as described above.The first panel is fastened to the gable end by driving fasteners
through the panel near the female leg(opposite the nail strip edge).Next,the other side of the first panel is
fastened through the nail strip.The next panel is snapped on by pressing the female leg of the next panel onto
the male leg of the previous panel.Firm pressure is required to make this snap.The use of a white rubber mallet
may be helpful but should be used with care.(Black rubber is more likely to mark the panels.)Once the panel is
snapped,the opposite end is fastened through the nail strip.Continue this pattern across the roof section.Refer
to the product approvals and the load tables in this document for fastener spacing and other special fastener
requirements.
The process of snapping and unsnapping the panels may cause permanent deformation of the outside edge of
the female leg.It is recommended that the panels be snapped in place only one time.However,if the project
requires it,the panels can typically be pried apart with a flat head screwdriver or claw hammer.
Some installations require a Titebond sealant(or similar)in the seam.This provides extra watertightness
performance,but also acts as an adhesive.The sealant should be applied to the inside of the peak of the female
leg prior to installation of the panel.Once set,the panels may be very difficult to separate.
Installing GulfSeamTM(snaplock,clip system)
GulfSeam` installation begins as described above.The first panel is fastened to the gable end by driving fasteners
through the panel near the female leg(opposite the nail strip edge).Next,the male rib on the other side of the
first panel is held down with clips.The clips are fastened to the roof deck with two or more low profile/pancake
fasteners.The female leg for the next panel is snapped onto the first panel,clips installed,next panel snapped,and
so forth.Continue this pattern across the roof section.Refer to the product approvals and the load tables in this
document for clip spacing.
Installing VersaLocT"'and MegaLocTM(mechanical seam)
VersaLocr"and Megal-oc"require the use of clips and special seaming tools.Typically,hand seamers are used to
begin the seam,and a mechanical reamer can complete the seam.Gulf Coast is proud to partner with DI Seamers
to provide mechanical seamers tailor built for Gulf Coast panels.Please see Appendix E for a copy of DI Seamer's
instruction manual and see.httl2://ciulfcoastsupply.diroofseamers.com/for more information.Refer to the product
approvals and the load tables in this document for fastener spacing
Fastening Nailstrip Panels and Clips
Correct installation of fasteners is critical to ensure performance of the roof.Overtightening can strip out
the substrate,reducing the fastener pullout/withdrawal performance.Overtightening a nail strip panel can over-
engage the panel and create a waviness the nail strip.
Use drill/drivers,screw guns or similar tools with maximum RPM of 2,500.Depth-sensing nose pieces are
recommended to ensure consistent tightening of fasteners.Impact drivers are not recommended as they may
overdrive or damage the fastener.
Install the number and spacing of clips and fasteners as required by the load tables contained in the product
approvals and this document.
Remove any metal shavings/fragments.Failure to brush off or otherwise remove all of these metal shavings
will result in rusting.
(888)393-0335 1 www.gulfcoastsupply.com
A
Field Cutting Metal Panels
Tin snips or electric nibbler/shear tools are recommended for field cutting panels.Cutting a metal panel with any
device will create small slivers of metal that must be removed from the panel to avoid rusting or damage to the
panel.The use of circular saws or other abrasive cutting tools is not recommended as these tools will create
significant heat which can burn the panel coating and may produce tiny,hot metal particles which can become
embedded in the panel finish.Both of these conditions are likely to result in premature rust and corrosion of the
panels.
Care and Maintenance
Gulf Coast Supply recommends that a metal roof be assessed annually to check for any damage or deterioration.
This can be done from the ground in most cases(binoculars may be helpful).Consider visually assessing the
following items:
a. Look for water stains both outside and inside the building(if possible)that may indicate a leak.
b. Check for missing,loose,or deteriorated fasteners.Thermal expansion and contraction of the metal,
foot traffic,and wind-induced movement may back fasteners out or otherwise compromise the fastener
performance.Overtightened/over torqued fasteners are especially susceptible to back out over time.
Tighten or replace fasteners as needed.
c. Assess condition of any visible sealant.Metal roof longevity studies indicate that sealants are often the first
component to fail.Replace cracked or peeling sealant.
Remove loose debris and clean the roof as needed.Mild biodegradable cleaners,household ammonia,or
household bleach may be used when necessary(dilute V2 cup of 5%bleach in 1 gallon of water).Consult the
warranty information or contact the manufacturer for more information on your specific system.
(888)393-0335 1 www.gulfcoastsupply.com m