659 Sherry Dr ROOF21-0013 Metal RoofOWNER:ADDRESS:CITY:STATE:ZIP:
HERROLD DAVID 659 SHERRY DR ATLANTIC BEACH FL 32233-5355
COMPANY:ADDRESS:CITY:STATE:ZIP:
ROMANO BROTHERS
ROOFING, INC 155 E. Levy Road Atlantic Beach FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169913 0000 BOWERYS R/P
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
659 SHERRY DR ROOF NON SHINGLE METAL STANDING SEAM
ROOF $38500.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $245.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $122.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.51
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.68
TOTAL: $376.69
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
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.
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.
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.
1 of 2Issued Date: 2/23/2021
PERMIT NUMBER
ROOF21-0013
ISSUED: 2/23/2021
EXPIRES: 8/22/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 2/23/2021
PERMIT NUMBER
ROOF21-0013
ISSUED: 2/23/2021
EXPIRES: 8/22/2021
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $376.69
ROOF21-0013 Address: 659 SHERRY DR APN: 169913 0000 $376.69
BUILDING $245.00
BUILDING PERMIT 455-0000-322-1000 0 $245.00
BUILDING PLAN REVIEW $122.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $122.50
STATE SURCHARGES $9.19
STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.51
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.68
TOTAL FEES PAID BY RECEIPT: R14980 $376.69
Printed: Tuesday, February 23, 2021 11:07 AM
Date Paid: Tuesday, February 23, 2021
Paid By: ROMANO BROTHERS ROOFING, INC
Pay Method: CREDIT CARD 426402613
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14980
~+; CENTRALSQUARE
ROOF21-0013
t~.1~) Buildi~i!v ~~~:t~~ s~a~f lication
;.~ 800 Seminole Road, Atlantic Beach, FL 32233
~e: (~04) 247-5826 Fax: (904) 247-5845
\o~?~:J-{~ Sbe ({~_LC P~rmi ~~r~S ~+ LD+t.\,5
Legal Description ~I.. xr 'f' 1\ Ip w t5) 1\ B t\ .\-\ D vtl: IC' h RE# 1:)4. L\as I_ ~
Valuation of Work (Replacement Cost)$ [X) Heated/Cooled SF 35 Non-Heated/Cooled--+! ___ _
•
•
•
Class of Work (Circle one): New Addition Alteration Repair Mov~emo----1\ool Window/Door
Use of existing/proposed structure(s) (Ci r cle one): Commercial (esidenti~
If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N/A
o Submit a Tree Remova l Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work t o be performed:
I
I
--L-'---="---''-=f""'=~l-"o=----L,,4,,1=!:>U...<-+-4---for multiple products use prod ct approval form
Property Owner Information +\, C\ '-'I .e. v,..p I
Name: C~S;,a. t::,_ C,e.~c'L..-}\.-.-,c:c\J\ Address: (0;:/\ :':)V:\e~ ~.<~
City~.:\~~~~ <20.. e.\, . State F' Zip S2'2?:,3 Phone 9ili/t,<glo-3:> 1. SJ
E-Mail \' ~~_h~ Co\ ,Kt?-:> &\J~u..::lli, ne-\
State Certificatio
Architect Name
Engineer's Name & Phone# --=--~---,>-=--,h.~+--~~------------------'------
Workers Compensation -~.,.....b~'----'-'=--t.;;;:;,1\-f~~,-------------------+-----
Exempt Insurer/ Lease Employees/ Expiration Date
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or insfal lation has
commenced prior to the issuance of a permit and t hat all work will be performed to meet t he standards of all the laws regulationg
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 COND ITIONERS, etc. NOTICE: In addition to the require±ents of this
permit, there may be additional restricti ons applicable to this property that may be found in the public records of this c
1
ounty, and
there may be additional permits required from other governmental entities such as water management districts, state agencies, or
federal agencies. 1
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regu lating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP ERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
ORDI G UR OTICE F COMM ENCEMENT.
nt) ~) ;::;f Contractor)
(including contractor)
Signed and sworn to (or affirmed) before me this -11.day of
f:4/2r1,14/•/ ~ I --<.......:.-e.. L=-o'---"--'----------1
Signed and sworn to (or affirmed) before me this d. day of
Edr.u:wf , d()2--/ , . '
~rsonally Known OR r.,.._""''-"N~,..,Y~N~~IVl•~rsonally Known OR
[ I Produced Identification [ ] Produced Identification
Type of Identification: --~~~l-~~~iuil~~M238---Type of Identification: --~ ... ~--NillffW'Hllmi'iQ2'4----
ROOF21-0013
CBUCK
!::tpe=tc:Jdltt.1 !::ttructurdl E:nQl~t?rfnQ CBUCK, Inc. Certificate of Authoriza tion #8064
' ..
Evaluation Report
"l -l/1." Slim Seam"
Metal Roof Assembly
Manufacturer:
Fabral, Inc.
3449 Hempland Road
Lancaster, Pennsylvania 17601
(800) 884-4484
for
Florida Product Approval
# FL 27459.2
Florida Building Code 6th Edition (2017)
Method: 1-D
Category: Roofing
Sub -Category: Metal Roofing
Product:
Material:
"1-1/2" Slim Seam" Roof Panel
Aluminum
Panel Thickness:
Panel Width:
Prepared by:
James L. Buckner, P.E., S.E.C.B.
Florida Professi onal Engineer# 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 18-145-1.5SlimS-A3W-ER
Date: 6 / 5 / 18
Contents:
Eva luation Report Pages 1-8
Support:
0.032" (min.)
16" (max.)
Wood Deck
Facsi mile of digital copy signed by
James L. Buckner, P.E.
Electronically signed and sealed documents shall
comply with the provisions of FAC Rule 61Gl5·23.
I\ I I I II I I// ,,, B ,,,
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'''""'''''
2018.07.02 12:44:39 -04'00'
CBU CK, Inc. dba CBUCK Engineering
Phone: (561) 491-9927 · Email: cbuck@cbucklnc.net · Website: www.cbucklnc.net
Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062
FL#: Fl 27459.2
CBUCK Date: 6 Is/ 18
Report No.: 18-145-1.55lim5-A3W-ER
Page 2 of 8
!:,p&ac:Idlh.J 5:»truc:turdl E:nQl~nQ CBUCK, Inc. Certificate of Authorization #8064
Manufacturer:
Product Name:
Product Category:
Product Sub-category
Compliance Method:
Product/System
Description:
Product Assembly as
Evaluated:
Support:
Slope:
Performance:
Fabral, Inc.
3449 Hempland Road
Lancaster, Pennsylvania 17601
(800) 884-4484
http://www.fa bral.com/
"1-1/2" Slim Seam"
Roofing
Metal Roofing
State Product Approval Rule 61G20-3.005 (1) (d)
"1-1/2" Sl im Seam"
1.5" Rib Height, 16" wide, 0.032" Aluminum roof panel mechanically attached to
Wood Deck with fixed panel clips and screws.
Refer to Page 4 of this report for product assembly components/materials &
standards:
1. Roof Panel:
2. Panel Clip
3. Fasteners:
4. Underlayment:
5. Insulation (Optional):
6. Barrier (Optional):
Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 19/32" or greater Plywood , or
• Wood plank deck (based on mi nimum density/specific gravity of 0.42)
Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Wind Uplift Resistance:
• Design Uplift Pressure:
(Refer to "Table A" attachment details herein)
-108.S PSF
FL#: FL 27459.2
Date:
CBUCK E:nQlneae:arln Report No.:
Page
6 Is I 1s
18-145-1.5S1imS-A3W-ER
3 of8
S.pe:actdfh.J S.tructurdl E:nQtne:ae:-rtnQ CBUCK, Inc. Certificate of Authorization #8064
Performance Standards:
Code Compliance:
Evaluation Report
Scope:
Limitations and
Conditions of Use:
Quality Assurance:
The product described herein has demonstrated compliance with:
• UL580-06-Testfor Uplift Resistance of Roof Assemblies
• UL 1897-12-Uplift test for roof covering systems
The product(s} described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
This product evaluation is limited to compliance with the structural requirements
of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61620-3 .001.
• Scope of "Lim itations and Conditions of Use" for this evaluation:
This evaluation report for "Optional Statewide Approval" contains technical
documentation, specificati ons and installation method(s) which include
"Lim itations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval".
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3 .005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Bu ilding
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36
to comply with Florida product approval rule {FAC) 61G20-3. This evaluation
report is part of the Florida Building Commission approval for the listed code
related criteria. This report by James Buckner, P.E. and CBUCK Engineering is
not a design certification · of code compliance construction submittal
documentation, per FBC section 107, for any individual structure, site specific
or permit design.
• All metal components and fasteners shall be corrosion resistant in accordance
with applicable sections of FBC, including but limited to Sections 1504.3.2,
1506.6 and 1507,4.4.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Ru l e 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Ve locity Hurricane Zone code section. {Dade & Broward Counties).
The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through UL, LLC (FBC Organization ID# QUA 9625).
FL#: FL 27459.2
Date: 6 / 5 / 18
CBUCK E:nc;atne:ae:artnQ Report No .: 18-145-1 .5SlimS-A3W -ER
Page 4 of8
5:»peac:Jdlh.l ~tructurdl E:nQlne:al?rlnQ CBUCK, Inc. Certificate af Authorization #8064
Components/
Materials & Standards
(By Manufacturer):
Components/
Materi als & Standards
(By Others}:
Roof Panel:
Material:
Thickness:
Panel Width:
Rib Hei ght:
Alloy Type:
Co rrosion Resistance:
Fastener: (Panel to Deck)
Type:
Size:
Corrosion Resistance :
Standard :
Underlayment:
"1-1/2" Slim Seam"
Aluminum
0 .032" (min.)
16" (max.) Coverage
1.5"
3105 (in compliance with ASTM B 209)
Per FBC Section 1507.4.3
Pancake Head "A" Point Wood Screw
#12-11 X 1"
Per FBC Secti on 1506.6 and 1507.4.4
Per FBC 1507.4.4 and ANSI/ASME Bl8.6.1
Material and application shall be in compliance with FBC Section 1507.1.1 and in
accordance with applicable code sections and manufacturer's recommendations.
Insulation (Optional):
Ty pe :
Thickness:
Properties:
Density:
Or Compressive Strength:
Insulation Notes:
Rigid Insulation Board
3" (max.)
2.25 pcf (lbs/ft3) min.
20 psi min.
• Rigid Insulation shall meet minimum density OR compressive stre ngth.
• Insulation shall comply with FBC Section 1508. When insulation is
incorporated, fastener length shall conform to penetrate thru bottom of
support a minimum of 3/16".
Barrier {Optional):
Barrier Boa r d : Approved Barrier, up to 1/2" thick
FL#: FL 27459.2
Date:
CBUCK Report No.:
Page
6 / 5 / 18
18-145-l .5 SlimS-A3W -ER
5 of8
~peaCldltt,J ~tructurdl E:nQlf"'IEl&=lrlnQ CBUCK, Inc. Certificate af Authorization #8064
Installation:
Referenced Data:
Installation Method:
(Refer to details below and drawings at the end of this report.)
• Panel Clip spaci ng: 12" o.c.
(along the panel flange, in every other pre-drilled slot)
• Rib Interlock: Snap Lock
(Panel ribs shall be fully engaged to form an integral interlock.}
• Minimum fastener penetration thru bottom of support, 3/16".
• For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE "A"
ALLOWABLE LOADS
Design Pressure: -108.5 PSF
Pane l Clip Spacing : 12" o .c.
# Fast eners per Clip: 2
Notes:
• Allowab le design pressure(s) for allowable stress design (ASD) .
Install the "1-1/2" Slim Seam" roof panel assembly in compliance with the
installation method listed in this report and applicable code sections of FBC 6th
Edition (2017). The installation method described herein is in accordance with
the scope of this evaluation report. Refer to manufacturer's installation
instructions as a supplemental guide for attachment.
1. ULS80-06 rev 2009/UL1897-12 Uplift Test
By Farabaugh Engineering & Testing, Inc. (FBC Organization ID# TST 1654)
Report#: T201-18, Report Date: 05 / 31 / 18
2. Quality Assurance
UL, LLC (FBC Organization ID# QUA 9625)
3. Certification of Indepe ndence
By James L. Buckner, P.E. @ CBUCK Engineering
FL#: FL 27 459.2
Date: 6 /5/18
CBUCK E:nc;a1neaear1nc;a Rep ort No .: 18-145-1.SSli mS-A3W-ER
Pa ge 6 of 8
!:,pPc:ldlty S»tructurdl E:nQ11 N?e:nrlnQ
Installation Method
Fabral , Inc.
CBUCK, Inc. Certificat e of Aut horization #8064
"Slim Seam" (0.032" Aluminum) Roof Panel attached to Plywood Deck
1.5" i--1-----16'' Coverage -I
Typical Panel Profile
'L
.1 SO\ABN .SECT. \ABN
Panel Cl ip
FL#: FL 27459.2
Date: 6 / 5 / 18
CBUCK E:nQln&ae:arlnQ Report No.: 18-145-1.5SlimS-A3W-ER
Page 7 of 8
~ldltlJ ~tructurdl E:nQlf""leat?rlnQ CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Fabral, Inc.
"Slim Seam" (0.032" Aluminum) Roof Panel attached to Plywood Deck
I-\l\ldth ci Panel 16' M:lx. -I
#12-11 X 1" Pa'"ra<e f-m:i
· "/:\' Pant Fasterers
T\N:J(2)Per0ip
~
-15'32'' or greater Ayv.cxxi, or
-Wx:JJplari<
Typical Panel Assembly
Section View
FL#: FL 27459.2
Date: 6 / 5 / 18
CBUCK E:nQlne:ae:arlnQ Report No.: 18-145-l.5SlimS -A3W-ER
Page 8 of 8
5:tpe:aCldlhJ 5:ttructurdl E:nQJl"ll?A"lnQ CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Fabral, Inc.
"Slim Seam" (0.032" Aluminum) Roof Panel attached to Plywood Deck
Per Table
'A"
Cede
-15'32'' er g-eaer Ayv.o:xl, er
-W:mpcrk
Typical Roof Assembly
Isometric View
TABLE "A"
ALLOWABLE LOADS
Design Pressure: -108.5 PSF
Panel Clip Sp acing: 12" o.c.
# Fa steners per Cl ip: 2
Notes:
#12-11 X 1" ~ f-m:!
· ''/\' Pcirt Faste,ers
TWJ (2) Per Oip
. Allowable design pressure(s) for allowable stress design (ASD) .