1927 BEACH AVE ROOF19-0019 METAL ROOF PERM ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF19-0019
800 SEMINOLE ROAD ISSUED: 3/11/2019
EXPIRES: 9/7/2019
ATLANTIC BEACH. FL 32233
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.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that ma 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 A-DDRESS: PERMITTYPE: DESCRIPTION: VALUE OF WORK:
1927 BEACH AVE ROOF NON SHINGLE METAL ROOF $40000.00
TYPE OF REALESTATE BUILDING USE
ZONING: SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
NORTH ATLANTIC BCH
1696910000 UNIT 2
COMPANY: —ADDRESS:— STATE: ZIP:
FORD ROOFING SYSTEMS 83 Landrum Lane #104 Ponte Vedra Beach FL 32082
INC
ADDRESS: CITY: STATE:
TOVEY KIRK A 320 N 1ST ST STE 715 JACKSONVILLE FL 32250
BEACH
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 CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000_ 0 $2S5.001
BUILDING PLAN CHECK 455-0000-322-1001 0 $127,SO
STATE DBPR SURCHARGE 4SS-0000-208-0700 0 $S.74
STATE DCA SURCHARGE 4SS-0000-208-0600 0 $3.83
Issued Date:3/11/2019 1 of 2
ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF19-0019
800 SEMINOLE ROAD ISSUED: 3/11/2019
ATLANTIC BEACH, FL 32233 EXPIRES: 9/7/2019
TOTAL:$392.07
Issued Date:3/11/2019 2 of 2
,I A �
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
P 800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
Cityweb-site: hftp://www.coab.us 1L__ —
APPLICATION REVIEW AND TRACKING FORM
Property Address: I 9 ?_7 -Department review required Yes -No
Building ") �z
Applicant: Planning &Zoning
Q g b F( jk_��
Tree Administrator
Project: RC)o 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?A'-pproved. E]Denied. []Not applicable
(Circle one.
(��) Comments: fV0 C,
PLANNING &ZONING Reviewed by: Date: 71d 0
TREE ADMIN. Second Review: ElApproved as revised. ODenied. V E]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: FlApproved as revised. F]Denied. ONot applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
ICE COPY
Building Permit Application OFF Updated 1019118
City of Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Build ing-Dept@coab.us IS REQUIRED.
Job Address: 1927 BEACH AVE Atlantic Beach FL 32233 Pen-nit NumberRoo r- 19 - oc) 1 -9
Legal Description 15,57 09-255-29E N ATLANTIC BEACH UNIT NO 2 PT LOT 52 RE# 16901-0000 -
Valuation of Work(Replacement Cost) 40,000 - - ___Heated/Cooled SF Non-Heated/Cooled
• ClassofWork: ONew OAddition OAlteration ORepair C-Move ODemo DPool OWindow/Door
• Use ofexisting/proposed structure(s): OCommercial LIResidential
• If an existing structure,is a fire sprinkler system installed?: OYes ONo
. Will tree(s)be removed in association wiAh proposed s3roier,17 ElYes(must submit separate Tree Removal Permit) ONo
Describe in detail the type of work to be performed:
Install Metal Roof LU
a
Florida Product Approval#11651.16,14317.1 —--_ --- for multiple products use product appro form.
Property Owner Information 2: J Z
_J () < 0
Name Kirk A Tovey Address 320 N I si St Ste 716 Z
City Jacksonville Beach State FL Zio 32250 Phone 9042410739 Uj
LLJ Z
E-Mail scottiames,1966@gmaii.com X 0
Owner or Agent(if Agent,Power of Attorney or Agency Let ter Required)
Contractor Information Z CC Z
Ford Roofing Systems Inc. 0
Name of Company Qualifying Agent Robert Maust r0% U.
Address 183 Landrum Lin.Ste.104 City Ponte Vedra Beach State F1 71p 32082
Office Phone 9048342426 Job Site Contact Number 9043147671 Z
;:; q LJ
State Certification/Registration# 1327698 E-Mail fbrdroofing@gmaii.com ff LL
Ci
Architect Name&Phone# - 15 M
Lu 0-
Engineer's Name&Phone# LU :3
Workers Compensation Insurer American Zurich Insurance OR Exempt o Expiration Date 12/31/19 �5111 a W
W W 3::
Application Is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal l4n has X LU
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws reguWing ail
construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SINS,
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 OR3N ATTORNEY BEFORE
RECORDIN_ G /If
. kYOUR—NDJXE OF COMMENCEM NT.
&jA / -.17_f7 __ . .....................
t' (Signature oTOwner or7c�ent) (Signati6re of Contractor)
signed and sworn to(or affirm. beforV_=this Aayof Signed and s rn to(or affirmej)1;lefore me t is.. day of
C1
4VIPU 'JAWBIMAUST
NOTARY'PUBLIC Commissiori I GG 171993
R 4. .. Comrr*FF901 a59 torpersonally Known OR Expires J&MkTy Z 2=
STATE OF FLORIDA
.41tf r-v Bmdm mu&00 Nofty senim
"'lly OR
Produced identification Expires 9/312019 Produced identification
Type of Identification Type of Identification: .........—
......................... ...... ... ................
VI-11-1t4c: UuPy '14 N
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SUPPLY & MANUFACTURING
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OFFIGC Copy
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
I Pane
i- co, uu##Luk--- 16 Wide Roo'
Florida Product Approval #11651.16 R3
Florida Building Code 2017
Per Rule 61 G20-3
Mothod: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method- 61 G20-3.005(l)(d)
NON HVHZ
Froduct I'V"Ianufacturerz
Gulf Coast Supply & Manufacturing, LILL.
14429 SW 2nd Place, Suite G30 kEL S
Newberry, FL 32669 C E N
No. 7551,9
Engineer Evaluator-
nnn Vilkr% VC 4#"7rr.10
STATE OF
Florida I.:valuation ANE ID: 10743 '41
/ONAL OA& %%
Valiclator:
Locke Bowden, P.E. #49704
nAr-r\ A
JI+DU /-\Ivs'U-ury FrIace
Muraqui-nery, AL 35 6 111 7/
Contents:
Evaluation Report Pages 1 - 5
FL#11651.16 R3 OCTOBER 5,2017
RRCH)UCT FENJALUAUQNW�
KUHN ENGINEERING,
1200 CLINT MOORE RD, SUITE 9, BOCA RATON. FL 33487 FL COA #30464
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SUPPLY & MANUFACTURING
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Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description- GultLokTM, N" Nailstrip Root Panel, Minimum 26 Ga. Steel, Maximum 16"
Cnvpranp Ronf nAnPI rp-,trAinpd with fa-tpnpr- intn minirritim 15A7" nlvwnnd
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 Strencith: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 201 /, Section 150/.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/8" Ta I I
Male Rib: 3/4" Tall Rib with Slotted Strip
p - S-
anel Seam: )''ap Lock,
Panpi Clin- 24 Ga 7inc Altimintim Cnatpri �tppl 24" 1 nnn IRPH at CnrnPr7nnPi nniv-
where required design pressures exceed-121.75 psf.
Panel Fastener: Through Panel Slot: (1)#1 0-12xl" Pancake Type A
1/4" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
C u t-strale r"escr:P*:on: h A;,-,;mum I,/- " tk;,I, A DA Dal ed plywood over supports a, maximum I A" r) r
.3 LJ L L LP I Ll IVII f M Ll H�N, �J� IX L U U UVC1 JUIJPUI L� L 1111ulll ��
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
Roof Areas Assembly A Assembly B Assembly C
Max�mum Design Pre�sutes -63L5 pst -1211.75 psf -16', psf
F,��tenpr Snanno Y/811 C Y�R 11 C
Chi-) I No
I lcl
'Design Pressure includes a Satety Factor 2.0.
FL4 11651.16 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
IsKUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 - I-L COA ,!430464
Vff'W
W AWAW
SUPPLY & MANUFACTURING
ff 0 n RJ6A7'P'-Pnni i(-T"'-A--P;�PRP,\/,6,1 h10- 11IRNI-1r, Ri-�
-11,iT
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
rpniiirpmpnt-, of the FInridA Riiildinn Code 201 T ar, relate-,to Rtilp fil C-120-�
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 C&IlCsting, Inc. 117Dr- n rganization u-rc-r c D o%
�1 Lj"- ki t Ll Tr
Report No. 117-030 1-T 1 OA-C, Dated 07/266/2011 33
2. TAS 125
Architectural Testing, Inc. (FBC Organization #TST-1 S27)
Report No. B9000.01-450-18, Dated 12/122012
3. Certificate of Independence
By Dan Kuhn, F.E. (FL# 75519) @ Kuhn Engineering, LLC
irpt- r,% AKir I n-7 A"J)
ki L)',- urganizat 1;ci n 14t t"\1'4 L 1 C.,: I U/�+-3
Te.-,t Standard Equivalpnrp- 1 The 1,11 1;80-C)4 tp-t rtand;ird k Pn'i jivalpnt to the 111 1;80-06 tp-t -tAndArd
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 6 1 G20-3.005(3)for
manufacturina 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 1 S07.1.1.
Roof Panel Fire Class I 41i cation: Fi r e c 1 a s sil I';[t-a'L 1;Uo 1-1 1;S 1-1 Uo-L part of this acceptC-11-1 kc e.
Shear Diaphragm: Shear DiaPhraorn valup� are otjt�ide the sco.np of thi� rePort.
FL# 11651.16 R3*OCTOBER 5,2017
----------
LLC
IL 1200 CLTNT N10ORE RD. SUITE-1 9, BOCA RATON. FL 33487 - FL COA #30464
----------
r-,ai f
SiPPLY & MANUFACTURING
------......
Pi nRina PRnni 1(-T APPRn\/Ai mo- iis1;,i-1lF; R1
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
Ll le parameters listed on the load table, design vvind loads shall be determined
for each project in accordance wit'n 'r'Dk-- 201 7/ Section 1609 or ASCE 7-110
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
P R O-D-
�U=X- ATTO
KUHN ENGINEERINGI LLC
-L COA #30464
1200 CLINT MOORE RD. SUITE 9. BOCA RATON. FL 33487
I W.-d 3.1 a -E ILA oiiiiiiiiiiiii;WAhW'W
7.. `7Y I'M A_N U'FA C—T U'RI N-G
TM
OK
2 -&A.- '!BE ROOF PAN-EL OVER 15/32"
6
IlAril-11A 1111
IVA,
ENGINEER LOAD TABLE:26 Ga.GulfLokTM 16"Wide Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height!� 20'-0"; Roof Slope: 2"112" - 12"112" Gable or Hip Roof,- Wind Speeds 120-
180mph, Exposure C, Risk Cateqory 11, Enclosed Buildinq, based on Florida Buildinq Code 2017.
120 i 13 0 1 140 1 i 50 1 160 1 170 j, -1—xv I
VVIIIMLJ
SPEED (1�;j N'.11 '(1mulk 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetrat SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 (1)#10-12xl" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A
PLYWOOD
ZONE 2 (1)#10-12xl" CDX ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLYA ASSEMBLY B ASSEMBLY B
PLYWOOD
ZONE 3 (1)#10-12Xl" I njNi-iTn;�nr% I ASSEMBLY A I ASSEMBLY A I ASSEMBLY B I ASSEMBLY B I ASSEMBLY B I ASSEMBLY B I ASSEMBLY B I
1 2 �� I I I i I I 1 1
1.) PANEL DESCRIPTION: GULFLOK T 1,1' MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM.
2.)PANEL FASTENER: THROUGH PANEL SLOT. (1)#10-1 2X1" PANCAKE TYPE A, 1/4" MIN. PENETRATION THROUGH PLYWOOD.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF AT 51/a"O.C. ASSEMBLY A, -121.75 PSF AT 51/8"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.
T
IL QI',M
A X n i%/%A t^^m m r�wi a i A I IN 1. 151/ 11 -rH I�V, A P A n A I-D PL)AA01`, �11A DE C-D. h A'IST BE DESIGNED IN A rr�01�A NICE WITH FK M-
-*.j PLT VV%J%JLP UL%-M,IM%J IVI IN 32 '.-I\ P, t-%f%M IVIU31 I-j NE I D�1_ /-U I
Ir
5.)LOAD TABLE BASED ON WIND P�ESSURES CALCULATED PER ASCE 7-10(KID=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDII
CODE 2017.
HIP ROOF Note: Dimension (a)is defined as 10% of the minimum width of the building or
ZONE 2 ZONE 3 40%of the mean height of the roof,whichever is smaller, however, (a)cannot be
less than either 4%of the minimum width of the building or 3 feet.
< ASSEMBLY A
RIDGE
16'COVER;AGE
ZONE I J
(1)#10-12 X V TYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
EAVE ASSEMBLYE1
ZONE 2 GABLEROOF a. 1/4'-5/16'DIAME7ER BEAD OF TITEBOND SEALANT
a
(1)#10-12X I-TYPE A PANCAKE
RIDGE SPACING:SEE UPLIFT TABLE
a ASSEMBLY C W/CLIP
F
Gullok'"CLIP 24 GA.
ZONE1 #1�O1'2 X I�TYPE'ALANCAKE���
---- -- ---------
ZONE 3 EAVE SPACING:SEE UPLIFT TABLE
FLW 11651.16 R3 OCTOBER 5,2017
PRODUCT EVALUATION- REPORT
MKUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9,BOCA RATON, FL 33497 -FL COA#30464