2434 SEMILNOLE RD ROOF NON SHING PERM ROOF NON SHINGLE PERMIT PERMIT NUMBER
ROOF19-0016
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD ISSUED: 2/12/2019
ATLANTIC BEACH. FL 32233 EXPIRES: 8/11/2019
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 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.
TOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
2434 SEMINOLE RD ROOF NON SHINGLE INSTALL METAL ROOF $4.5000.00
TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP: mi
1683540150 SECTION LAND
COMPANY: ADDRESS: CITY: STATE: ZIP:
FORD ROOFING SYSTEMS 83 Landrum Lane #104 Ponte Vedra Beach FL 32082
INC
ADDRESS: CITY: STATE: ZIP:
RICHARD BOEHME 1361 13TH AVE S 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.
W LIST OF CONDITIONS
L
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 455-0000-322-1000 0 $280.00
BUILDING PLAN CHECK 45S-0000-322-1001 0 $140.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30
STATE DCA SURCHARGE 4SS-0000-208-0600 0 $4.20
TOTAL: $430.50
Issued Date: 2/12/2019 1 of 2
City of Atlantic Beach
APPLICATION NUMBER
Building Department (To be assi ned by the Building Department.)
800 Seminole Road 0
Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site: hftp://www.coab.us I
APPLICATION REVIEW AND TRACKING FORM
Property Address: Dtptqq�,ent review required Yes No
('Building
Applicant: A 0 fz� 1:'Ta�nning &Zoning
Tree Administrator
Project: MkA-rtI( ( D3 Public Works
Public Utilities
Public Safety
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: R'Approved. ElDenied. E]Not applicable
(Circle one.) Comments: 0
PLANNING &ZONING Reviewed by: Date: 7
4
TREE ADMIN. Second Review: FlApproved as revised. ODenVd. F]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: E]Approved as revised. F]Denied. []Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Buildine Permit Annfication Up 4a te d 1 041�11 8
OFFICE COPY
)_Tj� 'City of'Atlantic Beach Building Department "ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
�OOF I q -0()((
Job Address: 2434 SEMINOLE RD Atlantic Beach FL 32233 Permit Number:
Legal Description 37-2S-29E 1.00 S/D DEWEES GRANT PT LOT 2 RECD O/R 17997-18 RE# 168354-0150
Valuation of Work D eplacement Cost)$45,000
11 - Heated/Cooled SIP— Non-Heated/Cooled
• Class of Work: [--]New 0Addition DAIteration DRepair ElMove E]Demo DPool DWindow/Door
• Use of existi ng/pro posed structure(s): DCommercial OResidential
• If an existing structure,is a fire sprinkler system installed?: ElYes EINo
0 Will tree(s) be removed in association with r)roposed Proeect? ElYes(must submit separate Tree Removal Permit) El No
Describe in detail the type of work to be performed:
JAN 3 0 2019
1 install Metal Roof
Florida Product Approval#11651.16, 14317.1 —for multiple products use product approval form
PropertV Owner Information
Name Richard Boehme Address 599 Atlantic Blvd Ste 6
City Atlantic Beach State FL Zip 32 233 Phone 9042417009
E-Mail Gamelconstruction@gmail.com
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor!nf-_rrnati_
Name of Company Ford Roofing Systems Inc. Qualifying Agent Robert Maust
Address 183 Landrum Ln.Ste.104 CitV Ponte Vedra Beach State FL Zip 32082
Office Phone 9048342426 Job Site Con act Number 9043147671
State Certification/Registration# 1327698 E-Mail fordroofing@gmail.com
Architect Name& Phone#
Engineer's Name&Phone#
Workers Compensation Insurer American Zurich Insurance OR Exempt Ei Expiration Date 12/31/19
Application is hereby made to obtain a permit to d.ci 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 forevoin2 information is accurate and that all work will be done in comoliance 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
RECORDJNGYOU 0 FIC01AMENCEMENT BEFORE
/mx110EO-
2%&_
(Sig,16A of Owner or Agent) (Signarture of Contractor)
2
Sigped a wor d
6o(or affir �b fo m this day of Signe La"sworn to Lor affirm before me t7s 30�day f
Vvs y AJ '20 C) b
gn e of Notarvr� gature o
".)MAUST
ov pa", jAcoI3 J.MUST
yu, Cornmis"#GG 171993
]Personally Known R C�Orrirnlsslon#GG 17i"S Expire3 January 2,2022
Expires January 2.2022 4<iersonally Known OR
40 "o Woed Tft&4get Noftry UVE"
Of F
XProduced identification
B.6,dThma4gd%fty50** [ I Produced Identification
Type of Identification: Type of Identification:
Doc # 2018162095, OR BK 18451 Page 2198, Number Pages : 2 ,
Recorded r)"7 /1 1 /'701 A r)Q - qr, VM T? MMTr rTT(Z(ZrT.T. rT.rPT-r rTl�rTjTrr rnTTVrr ntn;rLT. ( nTj1-JrrV
RECORDTNG $18 .50
Prepared By:Jessica Newsome
Pim Coast Title Sawa,1--. &(n%AD 0L&
7807 Baymeadws Read East,Suite 405
hek—ille-Florida 32256
incidental to.the issuance ofe title insurance policy.
Fi�-141�mbcr 201RA2755
r\oc)
Permit Number.
Tax Folio Number: 168354-0150
NOTICE OF COMMENCEMENT
The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with
Chapter 711,Floiidagtatutes-the following information is provided in this Notice of Commencement
1. Description of Property:
See Att2ched Legal Description.
2. General Description oflmprovements: Single Family Dwelling
3. Owner Information:
a. Name and Address: Richard Boehme,1361 13th Ave S,Ste 170A,Jacksonville Beack FL 32250
b. interest in property: Fee Simple
C. Names and address of fee simple title holder(if other than owner):
4. Contractor: Gamel Construction Company,Inc.
Phone: 904-241-7009
5. Surety: NIA
04—i—t-
6. Lender: Regions Bank d/bia Regions Mortgage,2050 Pkukway Office Circle, AL 35244
7 Pen.0115 S.— A—;--A 1—0iijn,:r t!nen whnm nnticeq or other documents may be served
as provided by Section 713.13(l)(a)7.,Florida Statutes.
8. in addition to himself,Owner designates the following persons to receive a copy of the Lienor's Notice as
provided in Section 713.13(l)(b),Florida Statutes.
9. Ryp�radon Aalt�cSNotice ofCommencement(the expiration date is I year from date ofrecording unless a
different date is specified):
State of Florida
County of Duval
Sworn to and subscribed before me July 10,2018 by Richard Boehme who is personally known to me or who did provide
dri'V--g t identification
—1sloinKiblic E 0 M 0 N 0 C.�HFIILN'9)i R..
'Florida
My Coinmission Expires: Nola:ry 1`0011L-Slate of'Fiorida
RCommIssion#FF 241491
My Comm.ExDi res Oct 12 20
OR BK 18451 PAGE 2199
Legal Descriptrion --"'xhibit "A"
That certain place, Parcel or Tract of land situate,lying and being a part of Lot 2,Division 3,
Andrew DeWees Grant, Section 37,Township 2 South, Range 29 East, and being a paft of those
CC.4-:- 1--A- :- A-3 13 -1 .1 "--I-I A� "--- � -0�1-- - -
k LCL111 LaIlua U1�3%11 lu�lu III UVVU reco-tueu in Deed DOL)K /'+/' X-dy'U U U1 L11V curruni P ublic Records
of Duvall County,Florida,and all being more particularly describe d as follows: Commencing at
the intersection of the Northerly line of said lands described in Deed Book 747,Page 6, said
Point being situate in the Southerly property line of the Kathryn Abby Hanna Park, and the
Westerly right-of-way line of Seminole Road(100 foot right-of-way as now established);thence
South 00 degrees 25 minutes 40 seconds East along said Westerly right-of-way line of Seminole
Road, 72.60&-et for a Point of Beginning;thence continuing South 00 degrees 25 minutes 40
seconds East.alonu,said Westerlvnght-of-wav line.of qerninnle Rond 7? 60fP.P.t- the.n(-.P.Qniith
89 degrees 34 minutes 20 second-,West, 600.00 feet to the Westerly line of said lands described
In Deed Book 747, Page 6;thence NorCh 000- degrees 25 minutes 4U seconds west,along the
Westerly line of said lands described in Deed Book 747, Page 6, a distance of 72.60 feet;thence
North 89 degrees 34 minutes 20 seconds East,600.00 feet to the Point of Beginning.
Closen,Choice
Gulf
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Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC. W
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206 Ga. -106- VVI u-'e- Roo-IF Panel over 15132- r-#'Y---V-V-0-0-Of :3 0
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Florida Product Approval #11651.16 R3 L) 0 <
Florida Building Code 2017 L) D
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Per Rule 61 G20-3 0 Z cc Z
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Method: 1 -D 0 _3 U- (j)
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Category: Roofing C3 0 W W >-
Subcategory: Metal Roofing W >-
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Compliance Method: 61 G20-3.005(l)(d) Cn W
NON HVHZ ix W
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rrud'ULt 1"V'1dV1U'1fdLtUrerz.
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 \E L S
Newberry, FL 32669
No. 75519
Engineer Evaluator:
Fln" Walkn Dr 1+7Kr.10
STATE OF
Florida Evaluation ANE ID: 10743 0;<1-- Al
0 R I
Valiclator:
Locke Bowden, RE. #49704
nAr-n A
::�DU Alysbury Place
Muntqomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL# 11651.16 R3 OCTOBER 5,2017
M—
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ROVAL NO= R3
OFFICE COPY
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description- TIM
GultLok , ?/9" Nailstrilp Roof Panel, Minimum 26 Ga. Steel, Maximum 16"
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 Strength: 50.0 ksi
Corrosion Resistance: Panel Material Shall comp'�vith Florida Building
Code 2Ol/' Sectionl5074.3.
Pone/ 0innension(s)/ Thickness: 0.018^ Minimum
Width.- 16^ Coverage Maximum
Female Rib: 7/8^ 7aU
Male Rib: 3/4^ Tall Fib with Slotted Strip
Pane| Seam: �napLock
Pane/ Clip:
24 GA 7inr4|omin//m Cna|pd �tpp|. /4^ |on� (/o"da�rnnnpr7hnp,nn/v
woheneoe �u���
v"''� 'g»p»essu/esexceed-/2/.75paf
Panel Fastener: Through Panel Slot- (l)#1O'12x1" Pancake 7�peA
1/4~ K4inimumPenetstionthrough P�vvood'�
Corrosion Resistance: Per Florida Building Code 2017 Section 7S06G 150744
ru�strate Description: ��inimum /�M^ thick' /�RA Ra�ed p|yvvnod over supports
- a� maximum `4^ O
Designofp|yvvoodandp|yvvosdsupportsareoutsidedescopenf '^i^ `
evaluation. &4ustbedesigned inaccordance w/Florida Building Code
~'~ Ol7
Design Uplift Pressures: Table "A" Maximum Design Pressures
Roof Areas I Assembly A Assembly B Assembly C
Maximum Design Pressures -63.5 psf -12).75 psf -167 p-st
,MFastener Sp=acinggM,/,,,'
51/811 O-C
------------
Panel Clip
�Design Pressure includes a Safety Factor 2.0.
FL#71os1 16n3"ocToucn52017
mod WAVE&I I �.W b INN X�ILWAF,=
INEVE WILWAS Wile rff;.Wm WILWA WAWAMW"Zv We We kILWA-ML-10
SUPPLY & MANUFACTURING
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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
rpnij irpmpnt,, nf thp Finrida Rijilding Cndp 20171 A- rplatpr,tn Rtilp 61 C,20-�
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 &11Csting, Inc. (1EDUC Organization #T ST-532181)
ReporL No. 117-0301-1-IOA-C, DaLeud 07/206/20103
2. TAS 125
Architectural Testing, Inc. (FBC Organization #TST-1 527)
Report No. B9000.01-450-1 8, Dated 12/122012
3. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
lrne- r,,rgan;za';c)n " A hir- l': 1 r%-7 A-3)
�I L)�_ %-) I Ll tt t--U 11 L U I U/
Tp-,t Standard Fntjivalpnrp- 1 Thp t J1 c;Ro-q4 tp,;t �,tAndarrl is t-n'iiivAlpnt tn tht- HI ;Rn-m tPrt';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 61 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 1507.1.1.
Roof Panel Fire C11 assificati on: Fire classification is not part of t1his acceptance.
Shear Diaphragm- Shpar Dialnhragm valijp,,arp otjt�idp thp scolne of thi� rePort.
FL# 11651.16 R3*OCTOBER 5,2017
�-PWDUCT EVALUATION REPORT--A
--- -------
K UHN ENGINEERING LLC'
WO 1 12100 CLINT MOORE RD. SUITE 9, BOCA RATON, F-L 33497 - FL COA 0,04:04'
']�4 a L
IX i W�
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MWNWra"I TALs&'111111 WAS LIM I
SUPPLY & MANUFACTURING
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--26-GA, 11100f PANEL OVER 151321L P12YWOOD
-I"(-T A P n-�/ ';ii—k7i�i A-k
116 2
i:mRIn4' 13�.
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
+L'
Me parameters listed or, the load table, design vvind loads shall be determined
for each project in accordance with FBC 201'/ Section 1609 or AK-r'- 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.
OFFICE COPY
FL#11651.16 R3 OCTOBER 5,2017
PR--OD-UCT:--EVA,LUATIO"EP�ORT�-�
19KUHN ENGINEERING, LLC
11W200 CLINT MOORE RD. SUITE 9, BOCA RATON. Fl- 33487 - FL COA #30464
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ENGINEER LOAD TABLE: 26 Ga. Gulf Lok TIA 16" Wide Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height -c� 20'-0"; Roof Slope: 2'712" - 12"/12" Gable or Hip Roof; Wind Speeds 120-
180mph, Exposure C, Risk Cateqory 11, Enclosed Buildinq, based on Florida Buildinq Code 2017.
0
140 150
12
vvlll'-� 5 UOSTRAIL
SPE E enetri t" (MIN 19/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
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 ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B
PLYWOOD
ZONE 3 (1)#10-12xi" I ASSEMBLY A ASSEMBLY A ASSEMBLY 8 ASSEMBLY B ASSEMBLY b ASSEMBLY b ASSEMBLY 8
I Ly%N10-- I
1.) PANEL DESCRIPTION: GULFLOK TM, 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/s" O.C. ASSEMBLY A, -121.75 PSF AT 51/a"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.
A X --Affl- M-1-; APA A r A
-*.I rL-T vv%.#%JLA ur-�-Ml IM%3 MIN.15/32" THICK, RATED PILY'WOOD, GR D C-D. MUS BE DESIGNED IN CCORDANCE WITH FBC 01
M tA C tA L ST M U �-L 1 4
5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
!j1P ROOF a Note:Dimension(a) is defined as 10% of the minimum width of the building or
�AZONE 2 ZONE 3 40% of the mean height of the roof,whichever is smaller,however, (a)cannot be
a less than either 4% of the minimum width of the building or 3 feet.
ASSEMBLY A
R E
IDG
163"COVERAGE
ZONE 1
(1)#10-12 X 1-TYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
EAVE ASSEMBLY B
ZONE 2 GABLE ROOF 1/4'-5/16-DIAMETER BEAD OF TITEBOND SEALANT
ja
(1)*10-12 X 11-TYPE A PANCAKE
RIDGE SPACING:SEE UPLIFT TABLE
a ASSEMBLY C W/CLIP
--a
Gutkok-CUP 24 GA.
ZONE 1
X 11"TYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
ZONE 3 EAVE
FL# 11651.16 R3 OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERING, LLC
1200 CLIINT M� OORV-RD. SUITL 9, 113OCA RATON,FL 3 3497 FL COA#30464