1832 Hickory Ln metal roof permit s1 CITY OF ATLANTIC BEACH
' 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
ROOF NON SHINGLE -
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: ROOF17-0051
Description: METAL ROOF
Estimated Value: 3200
Issue Date:
Expiration Date:
PROPERTY ADDRESS:
Address: 1832 HICKORY LN
RE Number: 172020 1450
PROPERTY OWNER:
Name: ARNAO ANTHONY L
Address: 1832 HICKORY LN
ATLANTIC BEACH, FL 32233-4515
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: EXCEL ROOFING CONTRACTING
Address: 5722 DUNN AVE HENRY SCOTT SORENSEN
MIDDLEBURG, FL 32068
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU 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.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
�;iyLv;�� City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
r 800 Seminole Road ������ _ i
Atlantic Beach, Florida 32233-5445 r U O
Phone(904)247-5826 - Fax(904)247-5845
�vJfi yr E-mail: building-dept@coab.us Date routed: t Z Z
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 8�G r;,KC)(z�-/ L DgpArLment review required Yes ,-No
BuiIdin
Applicant: (.- 0 oning
Tree Administrator
Project: F;'z/a 1, 'R Q C) 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: roved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: `n Date: /off '! 3'!']
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 05/19/2017
BUILDING PERMIT APPLICATION OFFICE COPY
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax(904)247-5845
Job Address: g�32 81 1—n ky &i /2. VPermit Number: 00�-: i T 005 t
Legal Description � _R �lvtParcel#
P'loor Area of q. t. y Sq.Ft
Valuation of Work$ 96V,00 Proposed Work heated/cooled non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/pro osed structures)(circle one):. Commercial s'dential
If an existing structure,is a fire sprinlder system installed?(Circle one): es o N/A
Florida Product Approval# F'Z-. 92-11.3 6
For multiple products use pr uct approval form—
Describe
l
Describe in detail the type of work to be performed: /`S er
Property Owner Information: �>
Name: Address: c3 /' r�
City State)V-Zip 3 ;�_33Phone 40S
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: Qualifjing A ent: TTi0 �/'t�15�7
Address: G City y / State G Zip
Office Phone 2kk_S Job Site/Contact Number Fax
State Certification/Registration# ( ail
Architect Name&Phone# Al
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address Al�-
Bonding Company Name and Address
Mortgage Lender Name and Address lV
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of ix 6)months at any time after
work is commenced. 1 understand that separate permits must be secured for Electric Work, Plumbing,Signs, Wells,Pools, utnaces,Boilers,Heaters,
Tanks and Air Conditioners,eta
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 RECORDING YOUR NOTICE OF
COMMENCEMENT.
1 hereb certify that 1 have read and examined this application and know the same to be true and correct. All pro4iona ordinances governing this
type o7work will be complied with whether sped ted herein or not. The granting of a permit does not presutho ity to violate or cancel the
provisions of any otherfederal,state, or local law regulating construction or the performance ofconstruction.
Signature of O Signature of Contractorf?;Print Name "dnPrint Namehnv................................ �� . ................. ...... .....
Sworn to and subscribed before me Sworn to and subscribed efore me
this Day of Oi(�i this 'LI Day of e✓
AIT _ DENISE LYNN TAIT
�.. Notary Public-State of Florida ,�: �': Notary Public-
o#rP,1u,blie t 4 �" M Comm.Ex fires Jul 27,2020 No pry u liC Commission#FF980169
% o� d;•' y D �.• MTz
y Comm, x it
Bonded through National Notary Assn. '.,'} ,Fl,cF.� D es Jul 27,202
�0a`tSedBQaIQi(pw1i National Notary Assn
NOTICE OF COMMENCEMENT O F F_I C E COPY
—7 l (PREPARE IN DUPLICATE)
Permit No. ko01n / 00S/ Tax Folio No.
State of FLORIDA County of Duval
To whom it may concern:
The undersigned hereby informs you that improvements will be made to certain real property,and In
accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF
COMMENCEMENT.
Legal description of property being improved: 37-29 09-2S-29E SELVA MARINA UNIT 12-C REPLAT LOT 24
Address of property being improved: 1832 HICKORY LN Atlantic Beach FL 32233
General description of improvements: Re-roof Metal Porch
Owner ARNAO, ANTHONY L
Address 1832 HICKORY LN Atlantic Beach FL 32233
Owner's interest in site of the improvement OWNER
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor SCOTT SORENSEN - EXCEL ROOFING CONTRACTORS INC
Address 5722 DUNN AVE JACKSONVILLE FL 32218
Phone No.904-631-7663 Fax No. 904-214-0004
Surety(if any)N/A
Address Amount of bond$
Phone No. Fax No.
Name and address of any person making a loan for the construction of the improvements.
Name N/A
Address
Phone No. Fax No.
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name N/A
Address
Phone No. Fax No.
In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in
Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option).
Name N/A
Address
Phone No. Fax No.
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a
different date is specked):
THIS SPACE FOR RECORDER'S USE ONLY OWNER c/
Sign dDATEZ/��
Before me this day of e7r ioAtr 'J PI!7 the
Doc#2017250213,OR BK 18170 Page 942, County f al,state o Florida,has personally appeared
'O - _ herein by
Number Pages:1 himself/herself •d affirms that all states-,
Recorded 11/0212017 08:18 AM, are true and accurate �ar"�'�e, DENISE LYNN TAIT
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL `�_= NotaryPublic* • - -
State of Florida
COUNTY
*' . Commission#FF980169
RECORDING $10.00 E ;rFof •�;•' My COMM-Expires du127,2020 '
No4tary ublic at to 1 L- nal Notary Assn.
XX IrPS: �
1�Y_%nally Kno-%Ption
J y OFFICE COPY
CBUCK Engineering
Spec lalty Structural En �
gtnertnq CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"M-Seam"
Metal Roof Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
(877) 358-7663
for
Florida Product Approval
# FL 5211.3 R6
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: "M-Seam"
Material: Steel
Panel Thickness: 26 gauge, (Minimum)
Panel Width: 16"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23. \\\\Illlt//t�
James L. Buckner, P.E., SECB ,�`•� s euo,��,,�
Florida Professional Engineer # 31242 �P. ' \\GENSF ••gyp
Florida Evaluation ANE ID: 1916 - * No 31242
C_
Project Manager: Youry Demosthenes LU
Report No. 15-104-M-S6W-ER � ��,� STATE OF
(Revises 12-117-M-56W-ER) .{ COPY •F�ORIO�.• [7��
Date: 7/ l/ 15 �JJ �''�//O N ALv'�'-��
��/llllll\\
Contents:
Evaluation Report Pages 1—7 '"
CBUCK, Inc. 2015.07.01 11:03:27-04'00'
1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
FL#: FL 5211.3-116
Date: 7/1/15
CBUCK Engineering Report No.: 15-104M-S6W-ER Page of 7
Spe4--laIN Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064
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 &
Evaluated: standards:
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 M FL 5211.3-116
Date: 7/1/15
CBUCK Engine =ring Pagert No.:35of7 M 56W ER
SpE�clalty Structi-wal Englrx=ering CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—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 5th Edition (2014).
• The UL 1897-98 standard version used to test the evaluated product
assembly is equivalent to UL1897-04 standard version adopted by the Florida
Building Code 5th Edition (2014).
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition (2014),Section 1504.3.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements of
Scope: 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.
• 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 5211.3-116
Date: 7/1/15
N_
CBUCK �ngin�rinq RortPage No 45of M S6W ER
Speclalty Structural EnginEPPrinq CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: "M-Seam"
(by Manufacturer): 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 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per ANSI/ASME 818.6.4
Components/Materials Underlayment:
(by Others): Material and application shall be in compliance with FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3" (max.)
Properties:
Density: 2.25 pcf(lbs/ft') 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-R6
Date: 7/1/15
CBUCK Engin�rinq Page NO.: 55of 7 M S6W-ER
Spectalty Structural Engine3prinq CBUCK,Inc.Certificate of Authorization#8064
Installation: Installation Method:
(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 5th Edition (2014). 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-R6
Date: 7/1/15
Report CBUCK �ncgin�rinq Page No 6 of 7 56w ER
SpE=clalN Structural Englnc c=rinq CBUCK,Inc.Certificate of Authorization#8064
Installation M.—Al=liod
Millennium Metals
"M-Searri" Roof Rane.1 Attached to IA,610 d Deck
Profile Drawings
V
16"Coverage
Nw-
Optional Striations 314"
Typical Panel Profile View
16"o.c.
Integral Snap Lock
#10 Pancake-Head Screw
3/16'min.penetration thru deck
Typical Assembly Profile View
FL#: FL 5211.3-R6
Date: 7/1/15
CBUCK E:ngineaPrinq Page rt No.: 15o1f04-M-S6W-ER
1\
S GK--Ialw Structural EnglnPPrincq CBUCK,Inc.Certificate of Authorization 118064
Installation roiiahoud
Millennium Metals
"M-Sear" Roof Panel Attached to Wood Deck
Fastener:
#10 Pancake-Head Scre
"M-Seam"Roof Panel
Y
8"o.cTypical
Deck: Insulation:
-15/32"or 19/32"or greater Plywood,or (Optional)3'max or 25 psi min.
-V\bod plank
Typical Assembly Profile View
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.