631 BEACH AVE ROOF NON SHING PERM I jpl�" ROOF NON SHINGLE PERMIT PERMIT NUMBER
ROOF19-0017
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD ISSUED: 2/11/2019
EXPIRES: 8/10/2019
ATLANTIC BEACH. FIL 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 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:
631 BEACH AVE ROOF NON SHINGLE INSTALL METAL & CEDAR $10000.00
SHAKE ROOF
TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
1701130000 BROOM ES R/P LOTS 1,2
BK1S
COMPANY: ADDRESS: CITY: STATE: ZIP. j
FORD ROOFING SYSTEMS 83 Landrum Lane #104 Ponte Vedra Beach FL 32082
INC
OWNER: ADDRESS: CITY: STATE: ZIP:
HUDSON MICHAEL A 319 12TH ST ATLANTIC BEACH FIL 32233
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.
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT'
BUILDING PERMIT 4SS-0000-322-1000 0 $105.00
BUILDING PLAN CHECK 4SS-0000-322-1001 0 $52.SO
STATE DBPR SURCHARGE 4S5-0000-208-0700 0 $2.36
STATE DCA SURCHARGE 4SS-0000-208-0600 $2.00
0
Issued Date: 2/11/2019 1 of 2
ROOF NON SHINGLE PERMIT PERMIT NUMBER
ROOF19-0017
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD ISSUED: 2/11/2019
EXPIRES: 8/10/2019
ATLANTIC BEACH. FIL 32233
TOTAL: $161.86
Issued Date: 2/11/2019 2 of 2
City of Atlantic Beach APPLICATION NUMBER
.4 Building Department (To be assigned by the Building Department.)
800 Seminole Road —It -0C
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: Dep0ment review required Yes -No
<
Applicant: Planning &zoning
Tree Administrator
Project: Public Works
Public Utilities
L 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: MApproved. ElDenied. E]Not applicable
(Circle one.) Comments: p0c,
(E3
PLANNING &ZONING Reviewed by: Date: ?-':-'bq
TREE ADMIN. Second Review: FlApproved as revised. [-]Denied.(/ [-]Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: DApproved as revised. DDenied. E]Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
ur r iva uur T
Buildine Permit Annfication Updated!Qi�R418
City of 'Atlantic Beach Building Department "ALL INFORMATION
I Ul U
800 SeMinole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
12
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
Job Address: 631 BEACH AVE Atlantic Beach FL 32233 Permit Number: F_,0oFkC1
Legal Description 6-43 16-2S-29E.266 BROOMES R/P LOT 2,N1/2 LOTS 3,4,N 50FT CL RD W OF LOT 2 RE# 170113-0000
Valuation of'ULlork(Replacement Cost)$ 10000 Heated/Cooled SF Non-Heated1cooled
• ClassofWork: EINew ElAddition ElAlteration DRepair OMove E]Demo E]Pool EJWindow/Door
• Use of existing/proposed structure(s): ElCommercial EIResidential
• If an existing structure, is a fire sprinkler system installed?: ElYes E]No
0 Will tree(s) be removed in association with proposed proiect?Dyes(must submit separate Tree Rei:=al Permit) El No
FDescribe in detail the type of work to be performed: U 2,�)19 LU
Z
I Install Metal and Cedar Shake Roof
C-b
,.J
Florida Product Approval#1 1651.16, 14317.1, for multiple products use product apoLo 0 �1
Property Owner Information w 2
0 M != Z
Name Michael Hudson Address 631 BEACH AVE C) C) C3 0
City Atlantic Beach State FL Zip 32233 Phone 9047599867 L" -d -
E-Mail Rex@sighomesfi.com
Owner or Agent(if Agent, Power of Attorney or Agency Letter Required)
CC P
Ford Roofing Systems Inc.
C-ntract-r!nf-rmati—
Name of Company Qualifying Agent Robert Maust 0 n- W
Address 183 Landrum Ln.Ste.104 CitV Ponte Vedra Beach State FL Zip 3208 0 UJ U3
Office Phone 9048342426 Job Site Contact Number 9043147671
F
State Certification/Registration# 1327698 E-Mail fordroofing@gmail.com UJI U1
Architect Name& Phone# vi W
W
Engineer's Name&Phone#
Workers Compensation Insurer American Zurich Insurance OR Exempt Li Expiration Date 12/31/19 cc
Application is hereby macie 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 foreeoine 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)AI,\YOUR PAYIN9 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO 0 AIN NCIXG/C SULT WITH YOUR LENDER 0 ANATT EY BEFORE
0 �02[�VITE
L K_ N -1 KI LUIVI
RE Li 71R _ lV1.LINILLIVILN I
(Signat,ur'),f Owner or Agent) cfsignature of Contractor)
Signed an worn to(or affirmed)befqre me this day of Si ned ano sworn to(or affirmed)�efore me this-q0 clay of
ol!)A
L) I b -FULL 4r-C R �nAl IV 19' by
_k Vu r e ofN ��_ (Signature of Notary)
Fu
JACOB J.MAUST JACOBJ.MAUST
COMM"On#GG 171993 Cmnlisslon 0 GG 17103
Personally Known OR EVl1rwJanuaryZ2022 qi-Personally Known OR Expires January Z 2=
Produced Identificatic
^- roduced Identification 8.MThMw*"ft" .41 ow"o &r4W nn bAod N01110 SW*46
in
Type of Identification: Type of Identification:
4W OFFICE COPY
(f '11.13RIDA (*REQUI1ZED)
PRODUCT APPROVAL, 1191FORMATIOIY SHEET FOR THECITY OF ATIAINITIC BEACY,, F
*Project Address: Permit#:_R,06F 19- 0617
*Owner/Project Name:
As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, please provide the in-formation and product approval number(s) for
the building components listed below as applicable to the building construction project for the permit number listed abOVE!. You should contact your
product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product
approval may be obtained at: www.floridabtjilclirig.org.
Category/Subcateg;oF)f Manufacturer Product Description Limitation of Use State# Local#
A. EXTERIOR DOORS
1.Swinging
2. Sliding
3.Sectional
4. Garage Roll-Up
5.Automatic
6. Other
B.WINDOWS
1. Single hung
2. Horizontal slider
3. Casement
4. Double hung
5. Fixed
6.Awning
7. Pass-through
8. Projected
9. Mullion
10. Wind breaker
11. Dual action
12. Other
Page I of 4 Updated 10117118
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
C. PANEL WALL
1.Siding
E nODV
2.Soffits
3. EIFS
4.Storefronts
5.Curtain walls
6.Wall louvers
7. Glass block
8. Membrane
9. Greenhouse
10. Synthetic stucco
11. Other
D. ROOFING!PRODUCFS
1.Asphalt shingles
2. Underlayments
I Roofing fasteners
4. Nonstructural metal 6-vT-4"__C oiS_47—�W
roof it IAaI'Vt*,cj, ;ftr_ 12vo
4-z-C_
5. Built-up roofing A-6�5 _.
6. Modified bitumen
7. Single ply roofing
8. Roofing tiles
9. Roofing insulation
10. Waterproofing
11. Wood shingles/shakes
J iS-7 14 , 1
12. Roofing slate
13. Liquid applied roofing
14. Cement-adhesive
coats
15. Roof tile adhesive
16. Spray applied
polyurethane roof
17. Other
Page 2 of 4 Updated 10/17118
-Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
E.SHUTTERS
1.Accordion
2. Bahama
3.Storm panels
4.Colonial
5. Roll-up
6. Equipment
7. Other
F.STRUCTURAL
COMPONENTS
1. Wood
connector/anchor
2.Truss plates
3. Engineered lumber
4. Railing
5. Coolers-freezers
6. Concrete adMiXtUres
7. Material
8. Insulation forms
9. Plastics
10. Deck-roof
11.Wall
12. Sheds
13. Other
G.SKYLIGHTS
1.Skylight
2. Other
H. NFW EXTERIOR
ENVELOPE PRODUCTS------
2.
Page 3 of 4 Updated 10/.17118
OFFICE COPY
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this pro*ject, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
inStrUctions along with this Product Approval Sheet.
I certify that this prodUct approval list is trLie and correct to the best of my knowledge. I further certify that: use of different components other than the
ones listed in this document must be approved by the Building Official.
*Contractor Name (Print Name): kc) *Contractor Signature:
*Company Name: Fc),�-A, qor)-. ;i1tC
ZI eD
*Mailing Address
*city: V 'NState: FL *Zip Code:
*Telephone Number: *E-mail Address:
Cell Phone Number: Fax Number:
Page 4 of 4 Updated 10/171.18
OFFICE COPY
MIAH" MIAMI-DADE COUNTY
,a PRODUCT CONTROL,SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMIMSTRATION DMSION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miaraidade.goyleconomy
Watkins Sawmills Ltd.
P.O.Box 3280
Mission,BC V2V 4J4
Canada
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
Thic NOA qhAl n t he vqlid qftpr the Pynirnflnn tinte ctnted helnw The Minmi-T)nde Cniintv Prndiwt Cnntrn] Rentinn
---------n0_ -- ,_11-_1___ —_ __ - - --_ ---- ----./ ---_ -_-_ ---____
(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes' If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Cedar Shakes & Shingles
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following
statement: "Miami-Dade County Product Control Approved"I unless otherwise noted herein.
V ITI A
1Dv%TVv17A 01 this 114%_.Fr,1 sha-l"l bc cons-A---A 1--- U___
WwCu MCI a 1CM.Wal appliCation haa u"11 111%,u allu UICIC nab t3CM nu Chaur
,C
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
T"his NOA renews NOA#12-1120.06 consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-1211.09
_______jAPPR0VED1 Expiration Date: 02/20/23
Approval Date: 02/15/18
Pai!e I of 4
ROOFING AsSEMBLY APPROVAL
Cates!ory: Roofing
0 AIT--A QU.--I-, --A
Oubr-catczorv: TV%jUU
Materials Wood
Deck Type. Wood
SCOPE
This approves roofing system using wood shingles and shakes as manufactured by Watkins Sawmills Ltd; a member of
the Cedar Shake and Shinale Bureau Association and as described in Section 2 of this Notice of Acceptance, designed
to comply with the Florida Building Code,high Velocity Hurricane Zone.
PRODUCT DESCRIPTION
Product Dimensions Test Specifications Product Description
Certigrade Shingles(Grade 1) Length 16", 18" Red Cedar sawn shingles and Hip Certigrade Shingles(Grade
Widdh 4 W 4 Lo 11.... and Ridge frorn clear nedrL WOW: I
100%edge grain,no defects
Certi-Last Shingles(Grade 1) Length 16", 18" Preservative treated Red Cedar sawn Certi-Last Shingles(Grade
Width 4 to 4 to 11" shingles made from Certigrade 1)
shingles
Certi-Cut(Grade 1.) Length 16", 18" Red Cedar sawn shingles made from Certi-Cut(Grade 1.)
Various Certigrade shingles
Certi-Guard(Grade 1) Length 16", 18" Fire-retardant treated Red Cedar Certi-Guard(Grade 1)
Width 4 to 4 to I I" sawn shingles made from Certigrade
shingles
Certi-Split(Grade 1) Length 15", 18", & Handsplit and Resawn Shakes and Certi-Split(Grade 1)
2491 Hip and Ridge from clear heart
Width 4 to 4 to I I" wood: 20%maximum flat grain
Certi-Guard(Grade 1) Length 15"', i8", & Fire-retardant treated Red Cedar Certi-Guard(Grade 1)'
2411 shakes made from Certi-Split shakes
Width 4 to 4 to I I"
Certi-Last(Grade 1) Length 15", 18", & Preservative treated Red Cedar Certi-Last(Grade 1)
24" shakes made from Certi-Split shakes
Width 4 to 4 to I I"
Certi-groove (Grade 1) Length 15", 18", & Machine grooved shakes made from Certi-groove(Grade 1)
2459 Certi-Split shakes
Width 4 to 4 to I I"
Certi-Sawn(Grade 1) Length 15", 18",& Taper Sawn Cedar Shakes, 100% Certi-Sawn(Grade 1)
2491 clear face with a maximum 10%flat
Width 4 to 4 to I I" grain.
NOA No.: 17-1211.09
MLAMMADECOUNTY
�gnw Expiration Date: 02/20/23
Approval Date: 02/15/18
Page 2 of 4
MANUFACTURING LOCATION
1. Maple Ridge, B.C.
EVIDENCE SUBMITTED
Test Ai!ency Test Identifier Test Name/Report Date
PRI Construction Materials TAS 100-95 CSSB-002-02-04 03/02/07
PRI Construction Materials TAS 100-95 CSSB-001-02-04 03/02/07
Nemo,etc. ASTM D _34622 4-QAI-18-001.02.18 02/01/18
k1aOL%,111-1
resistance test only)
LIMITATIONS
I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heiLhts in excess of 33 ft.
3. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable Building Code
4. Cedar Shake and Shingle bureau members shall have a quality control testing program by an approved
independent listing agency having unannounced follow up visit. Follow up test results shall be made available
to Miami Dade Product Control upon request.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 6 1 G20-3 of the Florida Administrative Code.
INSTALLATION
1. Watkins Sawmills Ltd Cedar Shakes and Shingles and its components shall be installed in strict compliance
with Roofing Application Standard 130.
Fastener Puli Through Resistance
Description Maximum Pull Force Obs)
Red Cedar Shingles 18" 116
Red Cedar Shakes 24" 134
1. Maximum thickness of'/4"
T A wvir irive-
1. Shingle/Shake Bundles shall be labeled with the Miami-Dade Seal as seen below, or the wording"Miami-Dadc
County Product Control Approved".
MIAMI-DADE COUN
�Nul"awA
NOA No.: 17-1211.09
MIAMI-DAD C,=OUNrY Expiration Date: 02/20/23
1
�ff!]WWRIYJVI Approval Date- 02115119
Page 3 of 4
'Ali
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
I I Thic Nntir-p r%f A(-.rpntqnrP
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
END OF THIS ACCEPTANCE
NOA No.: 17-1211.09
WMIAMI-DADE COUNTY Expiration Date: 02/20/23
Approval Date: 02/15/18
Page 4 of 4
OFFICE COPY
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am A
1Z u:P P 1-Y M A N U F A C T U R I N G
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Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
—Ul'-"0'-TN! - *A"-B- —- -f ---- -- = - -E
206 Ga. U TL K 10 ""We K001 J-91"el Over 'a'az rlyw000
Florida Product Approval #11651.16 R3
Florida Building Code 2017
Per Rule 61 G20-3
Methold.- 1 -n
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(l)(d)
NON HVHZ
Product I'Adulufacturer�
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 �4\EL S
Newberry, FL 32669 C E tvq.:
No. 755,9
Engineer Evaluator:
r%nn Voilinn Dr- -*7rr,10
z
STATE OF
Florida Evaluation ANE ID- 10743
"'/0 - .0
Valiclator: /VAL
Locke Bowden, P.E. #49704
9450 '""\lysbury Place
N/iontq ornery, AL 1-0117
Contents:
Evaluation Report Pages 1 - 5
FL# 11651.16 R3 OCTOBER 5,2017
MUM E-Va-LUATION REPORT
KUHN ENGINEERING, LLC
1-200 CLINT MOORE RD. SUITE 9, BOCA RAtON. FL 33487 - I'L COA #30464
Vt, Tn,aka-1 lj�-r _,f, rk VI-ALAL
Gulf%__ILjf1_ %1L
PLY & MANUFACTURING
r,, c7T IN L
IWIDE ROOF PAN-EL-0VER-15J32MVVC)C)-D--
TM
OK
2-6-,GA._GU-L
6
NO I I F;9;1- f; R"4
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description: GultLo k.TM, �/8" Nailstrp Root Panel, Minimum 26 Ga. Steel, Maximum 16"
Cnvpranp. Rnnf nqnpl rp-,trainpd with fa,,tpnpr,, intn minimtjm 15A7" nlvwnnd
— 1 11
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 2017, Section 1501.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 16" Coverage Maximum
Female Rib: 7/8" Tall
Male Rib: 114" Tall Rib with Slotted Strip
C 11
Panel Seam: Snap 'Locr,
Pant-1 Clin- 24 Ga 7inc Altimintim Cnatpd �tppl 24" 1 nnn 1APH at CnrnPr7nnPi nnlv-
where required design pressures exceed-121.75 psf.
Panel Fastener: Through Panel Slot: (1)#10-12xl" Pancake Type A
114" Minimum Penetration through Plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
CUL-s4ra4e r1escir 0: ;Cl-, ADA -
.J U L L I Lion: Minimum ",V' thl N —1� Rated plyvvood over supports at maximum 2141 0.r.
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 I Assembly C
Maximum Design Pressures -63.5 psf -121.75 psf 1 -161 psf
Fastener Snacina 5/h"0.C 51/81,O.0
Parel Clip No No Yes
*Design Pressure includes a Safety Factor 2.0
FL#11651.16 R3 OCTOBER 5,2017
PRODUCT -EVALUATMU REPORT
KUHN FNGINFERING, LLC
1200 CLINT MOORE RD. SUATE 9. BOCA RATON. FL 13487 FL COA #10464
Gulfcoe"V%k
k1kWA wAWKwE 1111111111111F.11 W mffi hILwA*H,
SUPPLY & MANUFA�TUTI�G
P! i5ii7n A Ponw-T APPRnN!A1 NO- R1
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
rpriiiirpimpi-it- nf the FInrida Rijilding Cndp 2017; Ar, rplatp-,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
(rot_ u-rc-r co-)8\
Force Engineering US 11Csting, Inc. I U�1_ Organization it
Report No. 117-0301-1-1 OA-C, DaLed 07/26/2013
2. TAS 125
Architectural Testing, Inc. (FBC Organization #TST-1 527)
Report No. 89000.01-450-18, Dated 12/122012
3. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(rr)r- Organization ' AKir Irl. 1r1oA"1)
I lj�_ Ili I Ll llt-MIL U. IU/-�J
Tp-.t Standard Fouivalpriirp.- 1 The I JI W-q4 tp-t rtandard ir, Pn'ijivAlprittnthpill "�AO-06tp-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 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 Fere Classification: Fire classifilk-Cation is n0t part of this acceptance.
Shear Diaphragm: Shear Dia.phraorn valtjp� are oijt�ide the scolne of thi� report.
FL# 11651.16 R3 OCTOBER 5,2017
.Tel S
AM."11 111.1111YAN if rtel I-A EN!j:1
KUHN ENGINEERING, LLC
1200 CLINT MOORF, RD. SUITE 9. BOCA RATON. FL 13487 - FL COA 930464
Bar
5 a - ANUFACTURING
Q LIS
40-r
Ar F1 nRinA PRnnu(-T APPRnN'w NO- 11fiRI-IF; RI
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
Ll le parameters listed on the load table, design wind loads shall be determined
lor each project in accordance with FBC 20117 Section 1609 or ASCE 7-10
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
PRODUCT EVALL-LAT40a REPORT
--=7
KUHN ENGINEERING, LLC
1200 CLINT MOORE RD. SUITE 9, BOCA RATON. FL 33487 - FL COA #30464
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ENGINEER LOAD TABLE: 26 Ga. GuIfLok TIA 16" Wide Roof Panel over 15/32" Plywood
Buildings having a Roof Mean Height :� 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof,- Wind Speeds 120-
180mph, Exposure C, Risk Cateqory 11, Enclosed Buildinq, based on Florida Buildinq Code 2017.
L 120 11 1 JU 11 14U 1 15U IJU I !/U 18 0
SUBSTRATE
/4" (MIN 15/32") ON CENTER ON CENTER ON CENTER
vv"Z enetration)
SPEE ON CENTER ON CENTER ON CENTER ON CENTER
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE1 (1)#10-12,x 1 CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A
PLYWOOD
ZONE2 (1)#10-12xl" CDX ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B
PLYWOOD
ZoNE 3 1 (1)#10-12xi" I oiv�rt,��r%n I ASSENIBLY A I ASSEMBLY A I ASSEMBLY 8 1 ASSEMBLY 8 ASSEMBLY b ASSEMBLY B ASSEMBLY B
1.) PANEL DESCRIPTION: GULFLOKI,", MIN. 26 GA, 7/8" RIB, 116" MAXIMUM COVERAGE, SNAP SEAM.
2.)PANEL FASTENER:THROUGH PANEL SLOT. (1)#10-12X1" 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 51/8"O.C.WITH SEALANT
ASSEMBLY B, -161 PSF AT 51/s"O.C. WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &
TESTING.
A % ni wtAi�^m MC�Wlkl�: K A R11 TED PILYW1001), GRADE C-D. MUST BE DESIGNED IN ACCORD ANCE WITH FBC 2017
t.)rLI VW%J%JV LJL%-rll 11%3 MIN. "/'32" THICK,APM M1 U F
5.) LOAD TABLE B ASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
Note:Dimension(a) is defined as 10% ofthe minimum width ofthe building or
-ZONE 2 HIP ROOF ZONE 3 a 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
—RIDGE
1 rv,r.r)VPPAr'P
ZONE 1
(1)#10-12 X V TYPE A PANCAKE
SPACING:SEE UPLIFT TABLE
EAVE ASSEMBLY B
ZONE 2 GABLEROOF A. 1/4'-5/16'DIAMETER BEAD OF TITEBOND SEALANT
a
(1)#10-12 X V TYPE A PANCAKE
--RIDGE SPACING;SEE UPUFT TABLE
a ASSEMBLY C W/CLIP
a
GuIfLok"CUP 24 GA.—
ZONEI _1�—�(I)�0101'2X"l�TYPEALANCAKE���
SPACING:SEE UPLIFT TABLE
ZONE3 EAVE
FL# Ll 651.16 R3--OCTOBER 5,2017
PRODUCT EVALUATION REPORT
KUHN ENGINEERINC, LLC
1200 CLINT M� OORF_RID. S'UITIE 9,BOCA RATON,FL 334QO7 FL COA#30464