370 ORCHID ST ROOF NON SHING PERM ,rSQJ''f ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF19-0004
800 SEMINOLE ROAD
ISSUED: 1/29/2019
ATLANTIC BEACH. FL 32233 EXPIRES: 7/28/2019
INSPECTIONMUST CALL • • 14) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF • '
CODE, ' OF • OF ORDINANCES .
ALL CONDITIONS OF APPLY, .
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:
370 ORCHID ST ROOF NON SHINGLE METAL ROOF $17615.00
TYPE OF
ZONING: .D •
• • GROUP:
170869 0040 ATLANTIC BEACH SEC H
COMPANY: ADDRESS:
ROMANO BROTHERS
ROOFING, INC 155 E. Levy Road Atlantic Beach FL 32233
• ------ADDRESS.
BARINEAU RICHARD LEROY 370 ORCHID ST ATLANTIC BEACH FL 32233-3467
JR
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 • i
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 4SS-0000-322-1000 0 $140.00
BUILDING PLAN CHECK 4SS-0000-322-1001 0 $70.00
STATE DBPR SURCHARGE 4SS-0000-208-0700 0 $3.1S
STATE DCA SURCHARGE 4SS-0000-208-0600 0 $2.10
TOTAL: $215.25
Issued Date: 1/29/2019 1 of 2
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be ssigned by the Building Department.)
f
800 Seminole Road O -00c)
Atlantic Beach, Florida 32233-5445 `t
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed: '
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: De artment review required Yes No
uilding
Applicant: O (}1,f)iou �(�0-r(4 =�S &Zoning
Tree Administrator
Project: Aik F'7",4[, �(0)Q Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION_ STATUS
Reviewing Department First Review: <P-P-r-oved. ❑Denied. []Not applicable
(Circle one.) Comments:
BUILDIN
PLANNING &ZONING
Reviewed by: Date: La s 9
TREE ADMIN. Second Review: A roved as revised.
❑ pp ❑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 05/19/2017
'1
Building Permit Application 8/17 C /8/17
-' -,� City of Atlantic Beach
800 Seminole Road,Atlantic Beach,FL 32233
Phone:(904)247-5826 Fax:(904)247-5845 r-' ( C�
Job A dress: 3 �✓� Permit Number: R bg r
Legal De crption E 1( Ys i RE# 1�(j „_•'► - }( (�
Valuation of Work(Replacement Cost)$_ 1 1 FLp15.QU Heated/Cooled SF Non-Heated/Cooled
o Class of Work(Circle one): New Addition era ' n Repair Mo De Pool Window/Door
a Use of existing/proposed structure(s)(Circle one): Commercial Z
a If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A
o Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in(`detail the type of work to be performed:
(Y\
Florida Product Approval i .. y for multiple products use product approval form
Pro r wnerinfor c
Name: ` f I r\e_a U Address: �� +i
City State Zip� 3 Phone �S3 S
E-Mail
Owner or Agent) nt,Power of At ney or Agency Letter Required)
Contractor Informs ' n
Name of CoMpaan ��' � r Qualify'n gent: % tf� G �t
Address . City State Zip '
Office Phone Job Site/Contact Number t ,
State Certification/Registration "- Q E-Mail
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation 1 o"r'1 v. �.t+'
L� . }^g� Exempt/Insurer/Lease Employees/Expiration Date •� i
Application is hereby m btain a permit to do the work and installations as indicated.I certify that'ho workor inJsta IAtLin has
commenced prior to the issuance of a permit and that all work will be performed to meet the 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 CONDITIONERS,etc.NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance 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 OR AN ATTORNEY BEFORE
RRDING U OTICE OF MENCEMENT.
(Signature of Owner or Ag (Signature of Contractor)
(including contractor)
Signed and sworn to(or affir ed before me is_day of Si and sworn to(or affirm d)before met 's `�day of
by n Zo jC by a ,
(Signature of Notary) (Signature of Notary)`
[ )Pe ally Known OR ersonally Known OR
roduced Identification [ ]Produced Identification
Type of Identification: D-CType of Identification:
�00Notary Public State of Florida Notary Public State of Florida
Nicholas Joshua Brower Nicholas Joshua Brower
+d My Commission GG 181978 My Commission GG 181978
�►77" Expires 02/01/2022 Expires 02!01/2022
N`0'T1 z OF cl L Az cc A-`f� T '
r g- f�>��a��IN i7�IPPICA'fE) O F F I C E ®p y
Permit No. �D�
State of W Tax Folfo
-- County of
To whom it may conceal:
'Phe undersigne&l her,b,info
rm5 Jou that improv®manta Will be
made to accordance with SWIM 713 og the Florida Statutes,the following informdtion l sta4ad in th ppnCg n
COMMENCEMENT.
Lor
egal description of 9mperty being improved:
t �
Address of property being Improved: 1
11 General description of improvements:Reroor
Owner 1 ti
-*Address T
Owner's interest in site of the improve 3
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor Romano Brothels Roofing Inc
Address 155 E.Levy Rd.Atlantic Beach,FL 32233
Phone No.(�4)246 See9
Surety(if any) Fax No.
Address
Phone No. Amount of bond$
Fax No.
Name and address of any person rsaking a torn for the
Narr�e construction of the improvements.
I�It
Address
t
• phone No.
Fax No.
Name of Person-within the Mate of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name Danny S.Romano
Address 156 R.Levy Rd,Atlantic Beach,PL 32233
Phone No. (904)248'6e0 --
Fist(No,
In addition to himself,owner designates the followlnpersonto Vreceive
�®—•
Section 713.06(2)(b),Florida Statutes.(Fill in at Owners op on ®kll of the Lienor's Notice as provided in
Name
Address
Phone No.
Fax No.
Explrent d date of Notice of CA Mencement(the expiration date is one(1)year from the date of recording aF
different date is specified): ding unless a j "''�
THIS SPACE FOR RECdORnER'S USE ONL11 W3Aa�i/7 —moo?d
m3� v
6errne is 6 -3 y
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herein
Doc#2019009217,OR BK 18656 Page 2068, are tR1herself and a mu that ail stalements and deaysrans hm[n by N c �
to N
Number Pages:1 'm°
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Recorded 01/11/2019 01:26 PM, : o
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL
COUNTY
RECORDING $10.00 NO FuNcatUrge.stBIGo
MY cornmisslon er�lrasCounty or
Peraonatiy known -
Produced IdenteleaUon r or
OFFICE COPY
CBUCK Engineering
Specidlfiy Sfruct't-x'al Erx*-E-C- l CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"M-Seam"
Metal Roof Assembly
Manufacturer:
U
Millennium Metals, Inc. d J z L'%
10200 Eastport Road a L) z 9
Jacksonville, FL 32218 � ° o
o � - � �-
(877) 358-7663 U C.a Q v a
W < 10
or p Z It
0 0Q
Florida Product Approval U u
IX Z
# FL 5211.3 R7 0 �
Florida Building Code 6th Edition (2017) o >. CL s m
Per Rule 61G20-3 1-- W w
LU C3 Method: 1 - D U u) W
Category: Roofing LU
Sub- Category: Metal Roofing
Product: "M-Seam"
Material: Steel
Panel Thickness: 26 gauge, (Minimum)
Panel Width: 16" Facsimile of digital copy signed by
Support: Wood Deck James L.Buckner,P.E.
Electronically signed and sealed documents shall
comply with the provisions of FAC Rule 61G15-23.
SUC
\\\\1111111///r
Prepared by: � •' \CENSE •,F,p
James L. Buckner, P.E., SECB ` * No 31242
Florida Professional Engineer#31242 =A *` w=
Florida Evaluation ANE ID: 1916 '0.n STATE OF
'•.FCORIDP.•'
Report No. 17-196-M-S6W-ER NA\������
(Revises 15-104-M-56W-ER)
Date: 10/16/ 17
Contents: J
Evaluation Report Pages 1—7 2017.10.19 20:13:36-04'00'
CBUCK,Inc.—Palm Beach County, Florida
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Main Office: 1374 Community Drive,Jupiter,Florida 33458
FL#: FL 5211.3-117
Date: 10/16/17
g
Report No.:27o f M S6W-ER
CBUCK Engineerin
Speecle N W Structural E xjlnee� CBUCK,Inc.Certificate of Authorization#8064
OFFICE COPY
Manufacturer: Millennium Metals,Inc.
Product Name: "M-Seam"
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005(1)(d)
Product/System "M-Seam"
Description: 26 gauge Minimum, Steel roof panel mechanically attached to Plywood Deck with
screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials&standards:
Evaluated:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation(Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of this
evaluation.)
Description:
• 15/32(min.)or 19/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable
code sections and in accordance with manufacturer's recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure: Refer to Table"A"
(Refer to"Table A"attachment details herein)
FL#: FL 5211.3-R7
Date: 10/16/17
g
Report No.:37of 7 s6w ER
CBUCK Engineerin
Sppcfdf i Structural Encafr W-e- q CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with: OFFICE C0PY
• U L580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-12—Uplift test for roof covering systems
Standards Equivalency: • The UL 580-94 standard version used to test the evaluated product assembly is
equivalent to UL580-06 standard version adopted by the Florida Building Code 6th
Edition(2017).
• The UL 1897-98 standard version used to test the evaluated product assembly is
equivalent to UL1897-12 standard version adopted by the Florida Building Code 6th
Edition(2017).
Code Compliance: The product described herein has demonstrated compliance with Florida Building Code
6th Edition(2017),Section 1504.3.2.
Evaluation Report Scope: 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
61G20-3.001.
Limitations and •Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
documentation,specifications and installation method(s)which include"Limitations
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 Building 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 Rule 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
Velocity Hurricane Zone code section.(Dade&Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance
with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Keystone Certifications,Inc.(FBC Organization#:QUA 1824).
FL#: FL 5211.3-117
Date: 10/16/17
CBUCK Engineering Page rt No.:4 17-196-
7 M-S6w-ER
SpP k5 tj Structural Elr�
ngrlrxg CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: OFFICE COPY
(by Manufacturer): Product Identification: M-Seam
Material: Steel
Thickness: 26 gauge Minimum
Panel Width: 16"(max.)Coverage
Rib Height: 1"
Yield Strength: 40 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
• ASTM A792 coated,or
• ASTM A653 G90 galvanized steel
Fastener:
Type: Pancake-Head Wood Screw
Size: #10(x length to meet min. penetration through deck)
Penetration Through: 3/16" min.through wood deck
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME B18.6.4
Components/Materials Underlayment:
(by Others): 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):
Type: Rigid Insulation Board
Thickness: 3"(max.)
Properties:
Density: 2.25 pcf(lbs/ft3)min.
Or Compressive Strength: 20 psi min.
Insulation Notes:
• Rigid Insulation shall meet minimum density OR compressive strength.
• 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".
FL#: FL 5211.3-117
Date: 10/16/17
1 -196-
CBUCK Engine -• ring Report No. 57
7of 7 M-s6w ER
Speclaltt j Structural Englneerinq CBUCK,Inc.Certificate of Authorization 118064
Installation: Installation Method: OFFICE COP
(Refer to drawings on Pages 6-7 of this report.)
■ Fastener spacing: Refer to Table"A"Below
(along the length of the panel)
■ 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
METHOD 1: METHOD 2:
*Design Pressure: -84.25 PSF -91.75 PSF
Deck Thickness: 15/32"or 19/32" 15/32"or 19/32"
Fastener Spacing: 8" 4"
*Allowable design pressure for allowable stress design(ASD)with a margin of
safety of 2 to 1.
Install the "M-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.
Referenced Data: 1. UL580-94&UL 1897-98 Uplift Test
By Hurricane Test Laboratory, LLC(FBC Organization#TST ID:1527)
Report#: 0232-0508-05,Report Date:6/29/05,Specimens#1-3
2. Quality Assurance
By Keystone Certifications,Inc.(QUA ID: 1824)
Millennium Metals Licensee#423
3. Equivalency of Test Standard Certification
By James L. Buckner,P.E.@ CBUCK Engineering
(FBC Organization#ANE 1916)
4. Certification of Independence
By James L.Buckner,P.E.@ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 5211.3-147
Date: 10/16/17
CBUCK Engineering Page Report No •17-196-
7 M-S6W-ER
SpecldltLj Structural Engir ---fin g CBUCK,Inc.Certificate of Authorization 118064
Installation Method OFFICE COPY
Millennium Metals
"M-Seam" Roof Panel Attached to Wood Deck
Profile Drawings
Striabons 34"
Type:Pencil Fib or Striated
Typical Panel Profile View (Not To Scale)
16'o.c.
Integral Snap Lock
#10 Pancake-Head.Screw
3115'rrin.penetration thru deck
� I I
Typical Assembly Profile View (Not To Scale)
FL#: FL 5211.3-117
Date: 10/16/17
CBUCK Engineering Page Report No.:17-196M-s6w-ER
of 7
cCldltla St UCf xc5l Englr> ring CBUCK,Inc.Certificate of Authorization#8064
Installation Method OFFICE COPY
Millennium Metals
"M-Seam" Roof Panel Attached to Wood Deck
Fastener
#10 PWcake+lead
"I eaii'Roof PaW
!j 8'o.c Typical
y
SLpport: Insulation:
-15/32'or 19/32'CDX Plywood Deck,or (Optional)X max or 25 psi mn.
-V1bod plank
Typical Assembly Profile View (Not To Scale)
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2:
*Design Pressure: -84.25 PSF -91.75 PSF
Deck Thickness: 15/32"or 19/32" 15/32"or 19/32"
Fastener Spacing: 8" 4"
*Allowable design pressure for allowable stress design(ASD)with a margin of
safety of 2 to 1.