1270 Hibiscus St ROOF24-0001 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
MILLNER WALTER 1270 HIBISCUS ST ATLANTIC BEACH FL 32233-2664
COMPANY:ADDRESS:CITY:STATE:ZIP:
ROMANO BROTHERS
ROOFING, INC 400 Levy Road Atlantic Beach FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171057 0030 ATLANTIC BEACH SEC H
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1270 HIBISCUS ST ROOF NON SHINGLE Re-Roof Metal $29975.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL
Notes:
No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department
2 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. All roofing projects require an In-
Progress Inspection. Sheathing installation and replacement guidelines per APA. Underlayment must conform to FBC-R Table 905.1.1. Shingles must
conform to ASTM D3161 G or H, or ASTM D7158
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: 1/5/2024
PERMIT NUMBER
ROOF24-0001
ISSUED: 1/5/2024
EXPIRES: 7/3/2024
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $200.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.50
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.00
TOTAL: $307.50
2 of 2Issued Date: 1/5/2024
PERMIT NUMBER
ROOF24-0001
ISSUED: 1/5/2024
EXPIRES: 7/3/2024
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Building Permit Application Updated 10/9/18
tF44 .....,
a-. City of Atlantic Beach Building Department ALL INFORMATION
7
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
617_ IS REQUIRED.
Phone: (904) 247-5826 Email: Buiic ll-Dept. a' oal).:a
Job Address: 1
2 )
C1 }>, k v=(\St L\
n ,
D-. Permit Number: 1ODrZ f -00c1
Legal Description 1 cry - f'C \ \ N1\0 1( I l'1-` Ct --e)‘‘Q-3,--111E# n \ OS
Valuation of Work(ReplacementCost$3q °i 1S
LI"
Heated/Cor od SF .a5 Non-Heated/Cooled
S`L i
e Class of Work: I New DAddition titAlteration DRepair :Move :Demo DPool OWindow/Door
o Use of existing/proposed structure(s): OCommercial Residential
e If an existing structure,is a fire sprinkler system installed?: OYes ONo
o Will tree(s)be removed in alssociation with prows project? QY (must submit )rate Tree Remo al Permit) ONo
Describe in detail the type of work to be performed:
Florida Product Approval# V 1. . 9$1.
7 • C> 'v 1 stab bD. for multiple products use product approval form
Pro. . Owner Information
Name _ - 1i 111 I Address
a7G
tl
y
S (1\%A-
City a
w C State .71 Zip '.).D--1)3 Phone(`i[)-„1 ( D-.3)cCl
E-Mail \L- 1 1V f\P r hiIra A ...,.Lrl + ( ,C .A
Owner or Agent(If Agent, Power of Att• - -y or Agency Letter Required)
Contract•r In _.j..•ti•n
Name ofCompanr- ,4 4. n.. • s„u-I •glo.I.J. all*ualifyingAgent--ba riTha Uri
Addres *ea% '•: An 1 ity_ab StateZip . _
Office Phone S tit 14, ”1 -
10
Job Site Contact Number nrk { tat &UM I .
State Certification/Registration# r e E-Mail
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer l OR Exempt 0 Expiration Date-Ictr4L4—___
Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 the laws regulating
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 OBTArII' INANC CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
R O:
ilOrG
Yep' ' '6 F COMMENCEMENT.
i nature of Owner or Agent) Signature of Contrag
Si ed and sworn to(or affirr.e. )before me this2 c day of igned and sworn to(or affir -,d)before me this 2! day of
tilt,- 2:241 3 by VA tar\il._rn('
r`^- .- LZ-213_,by ,. . ” •. .. .
r 'i''•! ''•"' ig., ,•
aif'i '-.. NICHCLAS;CS„LA 3RCWER 1<"-v'' NICHOLAS:CS-+ua SRCWER
z rotary Pupiic•State of Florida f• 4f°: Notary public•State of Florida
Commission:.1M i$606Q Commission;HH 186068
Personally Known OR ersonally Known OR P
d• My Comm._xpires Feo 1,2026 or+ti My Comm.Expires Fee 1,2026
Produced Identificatio °"`' Produced Identification
Bonded through National Notary Assn. J ondeC through_>ticn l Notary Assn.
Type of Identification: pe of Identification:
j Force Engineering& Testing
I9'l;tl R*rnblevrcx.d l)rtt r.
Humble,Thus""33R
Phone i281j S40-66.)3,Fes:(26 l)540,966
t'e6.,rr f:.:.c cer K'xcrn:,.csac:F COM
Product Evaluation Report
SENTRIGARD METAL ROOFING SYSTEMS ASSOCIATION, INC.,
an NB HANDY COMPANY
SENTRIGARD NS 150H, 24 Ga. 15 %" Wide Roof Panel over Plywood
Florida Product Approval # 9860.8 R6
Florida Building Code 2020
Per Rule 61G20-3
Method: 1—0
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Sentrigard Metal Roofing Systems Association, Inc.,
an NB Handy Company
65 10th Street
Lynchburg,Virginia 24502
Engineer Evaluator:
Johnathan Green, P.E.#88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E.#70159
Contents:
Evaluation Report Pages 1—4
1111111/4, THIS ITEM HAS BEEN
I
S_
TALLY
ERBYSIGNED
AND
JOHNATHAN
6a(ri.•• GREEN ON THE DATE
ADJACENT TO THE SEAL.
i
a * =
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
STATE or CONSIDERED SIGNED ANDkSEALEDANDTHE
ORIG < SIGNATURE MUST BE
f /: 1 L " VERIFIED\ ELECTRONIC COPIES.
SEP 24 2020 ///// 1111111\l\\
FL#9860.8 R6
Force Engineering at Testing,
I s ..3±i Rnrn:,bru'..+.J Darr
f•twnhir,`I caw'''33P
4'1orc +1$)1$40.6fiO3,Fs*: 2111)W-990
R'eh'". i:ortsang.c-:,
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3. 2, 1518.9, 1523.6.5.2.4.
Product Description: Sentrigard NS 150H, 1- 1/2" Nailstrip Roof Panel, 24 Ga. Steel, 15 4' Coverage,
Roof Panel restrained with fasteners into APA Plywood decking. Non-structural
Application.
Panel Material/Standards: Material: 24 Ga.Steel,ASTM A792 unpainted or painted with Valspar Fluropon
or ASTM A653 G90 conforming to Florida Building Code 2020 Section 1507.4.3.
Yield Strength: Min.50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020,Section 1507.4.3
Panel Dimension(s): Thickness. 0.024"
Width: 15'/" Max Coverage
Female Rib:1 '2"tall
Male Rib: A"talc rib w/slotted strip
Panel Seam: Snap Lock
Panel Fastener: Through Panel Slot:(1)#12-11 x 1" Pancake Type A
In Pan of Panel: (2)#10-11 x 1" Eclipse Head Type A
Y.."minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2020,Section 1517.6.
Substrate Description: 1)For HVHZ construction, use 19/32"or greater APA Rated plywood or wood
plank. In reroofing applications where the deck is less than 19/32"thick(min.
15/32")the attachment of the decking in no case shall be less than 8D annual
ring shank nails at 6"O.C.Design of plywood and plywood supports are outside
the scope of this evaluation. Substrate must be designed in accordance w/
Florida Building Code 2020.
2)For Non-HVHZ applications,use min. 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. Substrate must be designed in accordance
w/Florida Building Code 2020.
1 illillii, THIS ITEM HAS BEEN
R~\\,` , ',//
GNED AND
SEAILED BY
JTALLY
IOHNATHAN
yam
6aM
O,,• f GREEN ON THE DATE
4 •i i ADJACENT TO THE SEAL41— * a ND O •
n
A = PRINTED COPIES OF THIS
mew
DOCUMENT ARE NOT
8'VP `c CONSIDERED SIGNED AND
SEALED AND THE
j ,'•;
t9S,,.6\::k\
SIGNATURE MUST BE
VERIFIED ON ANY
SEP 24 2020 //f/'g");;i.' \,`
ELECTRONIC COPIES.
Fl.#98611,M 1t6
lif 7
i I Force Engi ieering& Testing \`
1913+' Itamblewtxxl Orme
13umiak,Taxa`77338
Phone,;281)54n 6603,Fax.(2711}5413-996x.
Allowable Design Uplift Pressures:
Table"A"
Maximum Total Uplift Design Pressure: 116.0 psf
Panel Slot Fastener Spacing: I 11"O.C. I 6%"O.C.
Panel Pan Fastener Spacing: EMI 12'O.C.
Design Pressure includes a Safety Factor= I
Code Compliance: The product described herein has demons rated compliance with
The Florida Building Code 2020,Section 1504.3.2, 1518.9, 1523.6. 5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020,as relates to Rule 61G20-3.
Performance Standards:The product described herein has demonstrated compliance with:
TAS 125-03
UL 580-06-Test for Uplift Resistance of Roof Assemblies
UL 1897-2012 -Uplift Test for Roof Covering Systems
TAS 100-95-Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
TAS 110-00-Accel.Weathering ASTM G 155/Salt Spray ASTM B 117
Reference Data: 1. TAS 125-03:UL 580-94/1897-98 Uplift Test
Force Engineering&Testing, Inc.(FBC Organization#TST-5328)
Report No. 72-0190T-07*
2. TAS 100-95
Farabaugh Engineering&Testing,Inc.(FBC Organization#TST-1654)
Report No.T349-07'
3. TAS 110-00:Valspar Fluropon coated metal panel testing
A)ASTM G 155
B)ASTM B 117
4. Miami-Dade County
Dept. of Regulatory and Economic Resources Board and Code Admin. Div.
Notice of Acceptance(NOA) 19-0722.04; Expires 08/ 25/2025
Sentrigard Metal Roofing Systems Association, Inc.
5. Certificate of Independence
By Johnathan Green, P.E.#88223
ti1111ti11t/// THIS ITEM HAS BEEN
1d/!J !j DIGITALLY SIGNED AND
q° SEALED BY JOHNATHAN
rj'. ." GREEN ON THE DATE
r•,:
ADJACENT TO THE SEAL.
flitt--af
1 * — P• RINTED COPIES OF THIS
DOCUMENT ARE NOT
j
STRTf a r C• ONSIDERED SIGNED AND
SEALED AND THE
s'•
OA1v!,N.,'
ti ' SIGNATURE MUST BE
Nk...\\\\\
EEECTRONRIFIED
ON ANYICCOPIES.SEP 24 2020 !/;avi
CI
1111111\\
FL#9860,8 I4.6
411
Force Engineering Sr' eating
e:,5 irr fiAtnblcuvu,1 t.h».r
ilar.tbir,'r•a, "'338
i2$l;.54O.iSt01,Fta:C281.stf)4r3A&
X'ttbiirr.twrrcngincrrit ,4utig 4-.
Test Standard Equivalency: 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- 2012 test
standard.
Quality Assurance Entity: The Report Holder has demonstrated compliance with Florida Building Code and
Rule 61G20-3.005(3)for manufacturing locations audited by an approved quality
assurance entity(Keystone Certifications, Inc- FBC Org ID QUA 1824). A listing
of manufacturers authorized by the Report Holder to employ the Florida Product
Approvals qualified by this report can be found at
http./Avww.keystonecerts.con-licia-assoc/sentrT.ard
or by scanning the following QR Code:
r 51 7r_
I ,
oke
Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2020, including
Sections 1515.2.2 and in accordance with Manufacturers recommendations.
Installation: Install per manufacturer's recommended details and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2020 Section
1518.2, 1518.3, 1518.4.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of
the fire barrier within the assembly. Fire classification is not part of this
acceptance
11/, THIS ITEM HAS BEEN
4144101.\‘
1
tN
SEALEDDIGI
TALLY SIGNED AND
BY JOHNATHAN
Ars / GREEN ON THE DATE
ADJACENT TO THE SEAL-
b ifti C6223 ' w PRINTED COPIES OF THIS
DOCUMENT ARE NOT
inATE Oi ,ice CONSIDERED SIGNED AND
pip
SEALED AND THE
N SIGNATURE MUST BE
10 VERIFIED ON ANY
SEP 24 2020 h,,mAi" \\ELECTRONIC COPIES
1/
11FLA 9N611.N R6
1c
L' Force Engineering & Testing
19530 Ramblewocid Dnvc
Humble,Tcsaa 71136
Hhone4(281)506603.Fax(281)540-9966
re. ,.,.. {,rrv•,rflglntr.,nExtlnr..rn•a
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2020 for roof cladding
wind loads.These component wind loads for roof cladding are compared to the
allowable pressure listed above.The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compliance with Florida Building Code 2020
Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading.
The Test Reports are owned by Metalforming,Inc. Metalforming,Inc.gives the above manufacturer permission to use these
test reports.
111111//i/ THIS ITEM HAS BEEN
Ctg1 1•• /
11 DIGITALLY SIGNED AND
SEALED THEBYJOHNADATE ANTH
l
ADJACENT TO THE SEAL.
1 b PRINTED COPIES OF THIS
DOCUMENT ARE NOT
STATE OF fir: CONSIDERED SIGNED AND
i 'SEALED AND THE
j As toP,,,/%$°.z SIGNATURE MUST BE
N ANY
SYR16.S \\
EEECTRONRIFIED
OIC COPIES.
SEP 24 2020 "11/1111110"
FU#9860.8 R6
1- 1/ 2 Inch Nail Strip Panel
l 15-1/2" Maximum Coverage ›
299
94°
R.138
R.079 R.118 \.„, 1 .417
f748
1.496
R.118 is r-.472 93n
i
R.079 -i 248i 1
717
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iiiiiiiIl/// THIS ITEM HAS BEEN
N*
1i N //DIGGNED ANDSEAILEDBYTALLYIOHNATHAN
1 i6tMll1••• GREEN ON THE DATE
7,___
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
k
DOCUMENT ARE NOT
8TATE of CONSIDERED SIGNED AND
SEALED AND THE
2QRICt/s,, , SIGNATURE MUST BE
OkbVERIFIED ON ANY
SEP 24 2020 /////;
IA111 ,`\\`ELECTRONIC COPIES.
Panel Attachment
TYPE 1 FASTENER PATTERN (SEE LOAD TABLE)
15 1/2"
r 1
15/32" PLYWOOD 12-1 1 x 1" TYPE A PANCAKE
11" O.C.
TYPE 2 FASTENER PATTERN (SEE LOAD TABLE)
15 1/2`
1 411 Y4"1 Y1 "
i t 1 1 1 1
12-11 x 1" TYPE A PANCAKE
0 6 1/2" 0.C.2) #10-11 X 1" ECLIPSE HEAD (4 12" O.C.
PER PANEL
15/32" PLYNOOD,
iiiiiil/i, THIS ITEM HAS BEEN
4 DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
1.4t8'.•
L/ GREEN ON THE DATE
f,L ADJACENT TO THE SEAL.
1 et v PRINTED COPIES OF THIS
je
DOCUMENT ARE NOT
STATE Oi a, CONSIDERED SIGNED AND
SEALED AND THE
i S'• •'•+NZ SIGNATURE MUST BE
vERIFIED ON ANY
i 10017 " G\\ ELECTRONIC COPIES.
SEP 24 2020 ,/i,1ri1iii1te'
V
Low Eave Detail
wSEMI OfSLKOHE
TUBE CAULK CONT.
COyntuOUSCLEAT'Th 1 I
102- X10-1; 71 1' PANCAKE
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ADJACENT TO THE SEAL
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ELECTRORIFIED
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SEP 24 2020 /it/Hit/HMO"
Valley Detail
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Floating Rake Detail
t':1' RAKE CLEAT
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ti- 7'. . f.• ADJACENT TO THE SEAL.
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VERIFIED ON ANY
SEP 24 2020 //if// AL'
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Fixed Rake Detail
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GREEN ON THE DATE
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PRINTED COPIES OF THIS
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