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&OR ADLrOVal'tae=>ProductorAaplicatiom5earch>Aonilcationast`>Applleetlon-betatl
• FL # FL6596'R6
Application Type Revision'
Code Version 2020
APPilcatlon SOPS Approved
Comments
Archived
i
l Product Manufacturer Carolina Carp`ort`s,Inc.
AddeesV,016ne/Email' 187 Cardinal Ridge Trail e.
Dobson, NC,27017
€ (336)367-6400 1i1.
' FL'validatiori@yahoo.cgm
4 . _ :-moo•
Authorized Signature Tim Gammons;
'tim.ga@carolinacarports.com
technical Representative 7406 Cope. r
Address/Phone/Small `187 Cardinal Rldge Trail O
k D'obson, NC 27017-
(. (800) 670-4262 .Ext 2037to
Jason.c@cclhq.blz S f
Quallty,Assurance Representative
Address%P, hone/Email
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluatlan Report frorn a Florida Registered ArchitecCor a Licensed Florida
l Professional Engineer
t :1 Evaluation Report - Hardcopy Received
Florida Engineer cifAechltect Name who'developed atie Johnathan'E. "Green, p;E.
=:Evaluation Report
'Florida License - PE-88223
( :Quality Assurance Entity Keystone Certifications; `Inc.
;QualltyMsurance Contract Expiration Date o4/OS/2027'
Validated By BrianJaks, P.E.
W `Validation Checklist - Har&60V Received
Certlflcate of=Independence FL6596 96 COI Letter of Certification -'Carolina Carports 2020-sealed.pdf
1
Referenced Standard and Year (of+Standard) Standard Year
ASTM E 3592 2005
j FM 4471 '1992
a
l •
,Equivalence of Product Standards:
i_ Certifled :By
i
Sections from the Code'
Prodllct;Approval:Method
Method,1 Qption.D,
Date Submitted
09/14/2020 "
Date Vaildated ,
10/06/2620- ` "-
Date Pending FBC Approval
10/19/2020 ;
Date Approved-
12/15/2020
Summer of'Produdt§ ,
FL #
Model, _Number or:Name
D_escriptl'
6596.1
AG Qanel
26 Ga AG Roof Panel over open framing
Limits of. Use
Approved for use in HVHZ: No
Approved for use outside' I 'Ves
installation Instructions..
1`16596 06' I • 1L6596;1 26 Ga.,AG Roof Panel sealed,gsif
Verified By;,Johnathan E Green, P.E. 8822Z
Impact Resistant,N/A•
Created by Ind ndentThird-Party: Yes
Design pre.'ssure +57 3 psf/-62.5•psf"
Evaluation -Reports
Oik6rir See EvaluatlonReport ,forvvarious design pressures,,
Install permanufacturer's detalls,'Not for use, in HVHZ Zones,
FL6596 R6 =AE FL6596A 26 Ga..AG Roof Panel sealedsodE
Created by`Independent Third, Par, V: Yes
6596;2
AG Panel
29 Ga. AG Roof Pane[over open framing•
Limits of Use
Installation Instructions
Approvedfor use in HVHZ: No
FL6596; 116 Ii- FL6596.2 Z9 Ga. AG Structural Roof: Panel NO
HVHZ sealed:gd_f
Verified By: Johnathan E Green, P E. '88223
Created.by;Independent-Third Party, Yes
Approved for use outside'.HVHZ: Yes:
Impact Resistant: N/A
Design Pressure: •+41;6`psf/r57 3'psE
Other: See Evaluation Reportfor various'design pressures:,
,Evaluatlon Reports ?
Insthil-pertnanufacturer's details: Not.for use in HVHZ Zones.
FL6596' R6 AE FL6596,2 29 Ga. AG'Structural Roof Panel
NON HVHZ -sealed odf
Created.by Independent Third `Party: Yes
aack . . Neil
`. Contact tls ::'7601. Blair Stone Road Sallahassee;FL 32399 Phone: 650.487-024�
The State of Florida'li an'AA/EEo employee. Qjj right2007-2013'State of Florida_,, Privaev Statement';:Ao esslbll]WStatement- Refund Statement'
AnderFlondaaaw; emalraddtassesare pubiic records. If you do'not want your e-mail address reteased1n response o apublic-records requesq;do netsond elecoorilc
mallto•thl;entity.!Instead,icantact the oince by phone or by tradlticnal mall.af yoU have any:questians, please contact 050.4871395..Pursuant toSection 455.2LZa
),
Florida Statutes, c/fcUive Ortaber 1, 2012,:gc'enseesaicensed undcrthaptec455, F.S. mustprovide ttfe0epartmenti5ith an email address if they.haye one. The s
provided may be used tor'ofnclal communication viitli tiie licensee. Hovievet email addresses are pu'blicrecord. Ir you'do,nat.wish to supply;a personal'address; p
prowde.the Departmontv`dth,an ema•U address whlch;_can bemade avaltabtc to the pubJ,c,'To;determinelf you 8re a 0censee under Cttaptec455; Fplease cila,
ProductApproval, cceptsc .
1-ce"Digineering & Testing
riorco
19530 ktiffilftWund Drive,
'I lainible, Tem 77338
Phok(281)540.6693 TAX: (18I)MM966
PrddUet Evaluation' Report
CAKOL CA
RPORTS, ARPORTS, INC.
26 Ga. A6 Roof Panel"over Oppenframing
Florida Prbduct A—e VM 9 6596.1 R6
-1 " : .pR0.
Florida Building. Code 2010
Per.Rule 41r;204
Method: I -13
Category: Structural Components
Subcategory;
bcategoty: Roof, Deck
Compliance Mbthdd:,61G20-3.'Q0S(1)(d),
NON HV14Z
Product Manufacturer:
Carolina Carpdrtsj Inc.
181 Cardinal Ridge Trail
Dobson, W'270i!
'Thkindbr. Evaluator,,
-' Johhathan Greew,131. #89223
Florida Evaluation ANE 113:12901:
Valldatorf
griarf Jaks O.E..#70159
Contents:
'Evaluation lld,pprt Pages' l-4
:!88P 1,1 1202a -
-M,0$0631 k6
o
THE DATE
TO THE SEAL.
OPIES OF THIS
FARE'NOT
=DSIGNED. AND
ID THE
Z- MUST BE'
IN ANY
Ir, COPIES.
-Foree Ungineeving, & Testing
19530 Ranniileivood Brice
:11 lonilile,.Ttk4s 77338
;Phone:,, (281) 540-0603, FAX: (281)546-9066
g's i- z' - 6
Compllance:Statement: The roduci-as,described.in this report has demonstrated compliance.with the
Florlda,Building Code 2020, Sections 15043.2,1504.7.
Product Description:" Ad Rodf'Oanel, 26 Ga. Steel, 36! Wide, through• fastened structural roof panel..
Structural Application,
Panel Material/Standards: Material: 26 Ga[ Steel, ASTMA792 orAST-M A653 G 1 90 conforming to: Florida
Buliding,Co , de,2020:Sdctibni5A443. Optional paintfinish.
YIeld,Strehgth-'* Min. 80-ptsi
Corrosion Resistant6:-Pah6l Mbterlatshali comply With'Florlda Building Code
2020, Secti6h, 1,507.43.
Panel, Dimensions) : Thlckn6si 0.0185" min. order thic'kness
Maxiinum'.coverage
Width, .36"
Rib.Height,:, W--doJoIr rib at.9" O.C.
Panel Rollform.er: MR-S,Met.al R6UfqeMln.g SysteiWs�
Panel Fastener: #12-14,x YV HWH SD#3 With 5/4" (16i -nm) diampter sealing washing or -approved;
'Corrosion Resistaripe; Pqr.FlorId6-BqJildlng Code 2020,,Section 1507.4.4.
Substrate, Description:' Minimum 14 Ga. (Gr.ade:50) Steel tube framing or Minimum 18'Ga.'.(5tade'50)'
Steel fibIt channel 06flins/glos. 'Sbe TableAfor steel gauge, Framing must bd•
designed jn,.,accordance wjFlo,rIda Building Code 2020..
Allowable Design Pressures:
TaNe
Maximum Deslign Pressuret
-59.9 Off
Osf
-913 psf,*
-t46.9 psf
+573LPSf'
Panel -Fastefter Patterm
2-12-11
24-2-1
2'1-2-1
24>2-1'
241-2-1,
Panel Span:
51-01, O.C.
4'-0" O.C.
4!-0" Mt.
51r0ll O.C.
414' O.C.
Suhftrate
Min.- 14 Gai
SteeltramIng
Win. 18 Ga. Steel
Framing
Min. 14 Ga, Steel,
Framing
Min. 18 Ga.
Steel Framing.
Min. 18;Ga.L
Steel:Framlng
-vestgn Frmure inciPoes A.baTqy t-aagr =z..,u.
4,Lio, 6596.1 R6
Yotee Engineering & TeAhig
1900 Rilinblewood Drlw
flumblei Wxas 77338,
PIi6110:,(28I)540-6603 1--AX:,(281)54D-9966
Website: %nmSor engiee, 1g it iftlesili 7 6
�e _l_.cnt
Code. Compliance: The product described herein has deronstrited compliance with-
The Florida, Building Cbde,2026,-Sections 1504.3.2, 1504.7.
Evakiation'lleport Scope, -The. product evaluation is limited'to compliance with the structural wind load
requirements ofthe floridall3iii1ding,tode 2020, as relates to Rule 61G20-3.
Performance Standards: hereinhas cleinonst te .The,pr6duct described - demonstrated compliance with:
ASTM E 1S92-Ot (2612) test method for structural periormance,ol"
sheet'metal roof and,sidifig systems by uniform static airpressure
difference
■ FM4471-92. 'Foot Traffic iesistance Test
Aefiri-drice Wtb:, 1 1. ASTIVI ti5k-0 test
fprc6 Erigineeftg & Testing, jnc.- (FBC-brganization 4 TZ5328)
Report No. 183-0063T-16A-E
2. FM 4471.710, Section 44 FoptTraffic Resistance Test
Fqrte Engineering r &rTestingjnc. (FPC Prganizatidn # TST-5328)
Report I o,; 183-.01019T-12., & I83-10142T4S
3. Certificate bfI6depIndependence
en
By.1ohrititNan Green
, RE (No 88223) @ Force Engineeringr&.T6sting
(F13C Orgablzatidn'#,ANE ID: 12901)
169t Std'nd6r.d Eodivalericy:i The ASTM E 1592-05 test standard is `equivalent to the ASTM E 1.592605 (2012)
test standard.
standard is eciulvial6fto, The FM 4471- Q,.Foot Tr6ffic Ft6.slstance test;
:,FM 4471-,92.
QualityAssurakeEntity:," The ibanufaciuret,has'e's.iAb'lish6d compliance of;rdof panel prodUct6,in
accordance with the Florida B_u1ldln&Co.de and Rule 61G20w3.065 (3) for
manufacturing, under a -qua ' lity.jassurance,prograiii,,audited by an approved
quality -assurance entity.
Minimum slopeAarige: - Minimum Mope shall comply with Florida building Code 2020, including Section
4507.4.1and.in accordance with Manufacturers -recommendations. F&slopes
less than 3.1211ap sealant must be used in the panel side -laps.,.
Installation: .,install, per m0nufaciurer's re'commerid0d details.
THIS ITEM HAS BEEN
Z biWALAND
SEALEDL'BY JYsid'NED AN •OHNATN
;P0 soul* ZI
GREEN. ON THE DATE
ADJACENT TO THE SEAL.
PRINTEDCOPIESOFTHIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
'SIGNATURE MUST BE
VERIFIED ON ANY'
ELECTRONIC COPIES.
YLM6506A.18
r Orce- Eilgineering &Tesling:
19530 Rambinvood Drive,
11timble,lems77.38
Phune: (281)540-66OS,F�%1"(28i)S40.9966,
Insulation:
Manufacturer's apprqved-produd'(Optionil,),
Roof PandITIre Classlflcailon:
Fire classification is not port of this. acceptance.
Shear. Diaphragm
Sheardiaphragm values are, outside the scope of thls,-report.
Design Procedure:
b6sedon the dimensions -of the structure, appropriate-wind'loadsare
'
Chapter .1 determined u.sirig,C '6rokhe F lorida Bullding'C de �620 for roof cladding
wirtd1oadsJhese coffippnqnt wind- [bads -for roof claddin9 are compared -tothe
allowable pressure listed'above. The deilgn professional shall select the
appropOite, eretticin'detaiis to: referenminhis.,driMings for,proper fastener
attachment tolils structure and'a'nalyze the panel fasteners for pullbut.and
pullover. Support frimifig:m0si be in conipliance.with Florldb-Building Code,2020
thaptOr. 22 (sie.el, and Chapter 16 for structural loading.
IBM'.
4"':7P -a-
;00 -
ADJACENT TO,THE SEAL
or.
PRINTED, COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNEDAN[
SEALED AND THE . E.
%P11, 2620.1;
-VL #450'6XI16
irt orce lighwering & T6tiug
19530 Rtllnbl6vood brive
Ifumble, ekas,77338
I=j(28I)540,-6693 FAN- (281).540-�!�6
PANEL EAkENER PATTERN,
\-lm IS G& (0mg 50 srgm lot PPAN9W%"
'w i�q. 14 Qk .(GRADE 56) Wm TUSE;F�mo offH!S0j,J WI-sle (16mm) ww-IM3Wfq WASHER'
{SEE 7AqLEA'F0RSPAC4l6y
THISITEM HAS BEEN, ,
D. DIGITALLBYJY SGNED AN
SEALED OHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.,
PRINTED COPIES OF 7HIS'.
DOCUMENTARE NOT
A ,:Z CONSIDERED SIGNED AND'
SEALED AND THE,
SIGNATURE MUST BE
z VERIFIEDON ANY
ELECTRONIC COPIES.-
SEP'11'20 0 A
`Vt# 45*fR6