HomeMy WebLinkAboutPRODUCT APPROVAL�VY u11 UN V� r.
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Product Annrovtli4O—>PmdtKtbr AAnlintinn 50wh>Annlir
Code Version'
AppllcatltSn Status:
CoinrneriEs .
Archived
Product Manufactitrer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quallty Assurance Represegtative
Address/Phone/Email:.
'category. .
Subcategory -
Compliance Method
Florida Engineer or Architect Name who develape
tfe-Evaluation Report.
Florida Ucense
Quality. Assurance Entity
Quality.Assurarice Contract Expiration Date.
Validated By.
Certificate of Independence,
Referenced Standard:and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from. the Code
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I
fa'Building Code Online
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mif suic wtd .I Slats & Facts I Publimlbns I M Staff ( flaS Site Map I. tlnks 'I Search I
tinnlJ'- AppnotW. optail -
F0555.-R4'
R&lSion
di
-201Z
.Approved .
UNION CORRUGATING: COMPANY
7,01 S. KING ST.•
FMETt6al- E, NC 28361
... (910),483-0479 Ext 156
3stieby(gl66 ncorrugating.com '
Jahn Stieby
JiUg'Oy@ unioncoreggatirig.- corh
Structural Components
Roof Deck:
Evaluation Report from a Florida Registered Architect or a Ucensed Florida
ProfessionalEngineer'
Evaluation Report - Hardcopy,Received,
d Bala Sockaitngam
PE-62240
Keystone Certlfca_Eions, Inc. .
09/07%2027''
Yoosef LaVf,,.P.E.
Validation Checklist.- Hardcopy Received
FL9555 R4''COi Ceitificatefndmendence odt;
Standard Year
ASTM'E1592 '2005-
FM 4476 2012
i-.
q,aspx?param=wGEVXQwtI qtvOROQkZA5RE8EOgziUdl7ntuF1u2jC.5s'/o3d •1/3
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11212018, Floi do Budding Code Online
Product Approval Method Mettiod'1 Option D
Date Submitted 08/23/2017
Dafe Validated . 08/28/2017
Date' Pending FBC Approval 09/09/201Z
.Date Approved• 32/12/20i7 •
suinnia _'ofProduefs
Fi. 7C•,
Model, Number or,oame
.
Description. • . .
95s5a
SV Panel
I
29 ga., 20 wide,.through fastened panel over wadd supports
Limits of Use, ;
Installatiori.Instructiods • • . _
Approved for use in HVHZ: No
odfc
.FL9555 R4' tI Lod
Approved for.use'outside HVHZ; Yes'-
Verified By:_ Bala Sockalingam PE.6224.0
Impact Resistant:- N/A.
Created byInAependentThird; Party: Yes
Desrgn Pressure: +N/A/ 7D.25
Evaluation Reports
Other Uplift load'of 70 25 psf @ support'spaang
of.24 o c.
Ft9555' R4` AE EyaluationRe0ortC2172 •1:odF '
Created by Independent Third Party: Yes'
9555.2 MasterRib, Panel I 26 ga:; 36 wide, through fastened pane( over steel supports
Limits of iisol Installation Instructions
Approved for use in HVHZ; No
FL9555 114 fi Eval6atlonReDQrtC2172 7 odf
Approved for use outside HVHZd Yes Verified By,: Bala Sockelingam,',PE'62240 -
Impact Resistant: N/A Created by Independent Third Party: Yes
Design pressure:+N/A/-472 Evaluation Reports'
Other Uplift load of 47 2 psf @ support spacing ;of 60 ',o:c. :FL9555 R4 AE Evaluatlonrieooftt? 172 2 udf
Created by Independent Third Party: Yes
95553•
MasterRib Partei ..
29 ga:, 36 wide, through fastened panel over steel supports
Limits.of,Use
Installation Instructions
Approved for.usein-HVHZ; No
FL9555• R4 II- 1-v EvaluationrtC2172 3 odfi
Approved fo'r use outside'H_ VHZ: Yes,
Verified By: Bala Sockalingam PE 622410 =
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +27 1/-37.7
Evaluations Reports'
Other: Desigq load of 27 1 &=37.7 psfatsup
ortspacing'of
FL95SS R4 AE 'Ev6I4aU6hReoortC2172 3 odf .
48" o c
'Created by indepeirdentThird.Party,Yes
9555.4
Masterkib Panel
29 `ga:, 36 iwide, through fastened panel over wood supports'
Limits of Use. -
Installation Instructions•
Approved for use in HVHZ: No,
FI'9555' R4 -fi EvaluationRe-Vorti 2172 413 .
' Approved for use outside HVHZ: Yes:
Verified By: Bala Sockalingam:PE 62240
Impact Resistant: N/A.
'Created by Independent .hard Party: Yes.
Design Pressure: +27 1/ .36.2
Evaluation Reports
Design load of 27 1'& -36 2 psf at support
spacing of
FL9555 R4 AE 'EvaluationReoortC2172 4 odf
.Other-
48" o c I.
Created by Independent Third Party -'Yes'
9sSS S'
MasteiRib Panel
29 go.-, 36" wide; through faste_ned'panel over nom. 1" x 4"
wood supports
Limits of Usel
Installation Instructions
Approved for use In HVHZi Nbi
FL9555 R* 11 FvaluationReoortC2172 Sxdf
Approved for use outside HVHZ: Yes
Verified By: Baia Sockalingam PE 62240
Impact Resistant: N/A.
Created by Independent Third Party: Yes '
Design Pressure: +N/A/-138.9
Evaluation Reports
Other• Uplift load of 138.9 psf f 24" o.c.
sp
FL9555 R4 AE- FJaluationReooitC2172 S.odort f '
Created by Independent Third Party: Yes
9555;6
PBR Panel i
Min: 26 ga., 36" wide, through fastened roof panel over open•
steel supports
limits of Use
3nstailaidon Instructions
Approved for use in,HVHZ: No
FL9555 R4 iI• EvaluationReoortC2172 6 odf
'
' Approved for use outside HVHZrYes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by'Independent Third Party: Yes
'Design Pressure: +96/ 163. 1
Evaluation Reports
Otherp Design loads of 96 &.46.3 psf at support spadng.of .:
FL9555 R4 AEEvaluationiteoorl:6172 .6:odF
20" ox. j
Created by Independent Third Party: Yes,
contact us :: 2601 OW Stone Road.
Ulahassee FL 92399 Phone: 050-407-1824
The state of Florida Is an AA/EEO employer. [oovdaht 2007-2013 State
of Florida.:: Privacy Statement;: Armssibilitb Statement ::,Refund Statement '
underFlodda law, einall'addiesses am liublic records. if youdo not wantyour e-mail address released In response to a public-reeords.request,.do not sendelectronlc, ,
'https:Uwww.floridab_uiiding-erg/pr/pr_app rill.aspVparam=w.bEVXQMbgtyOROQkzASRE8EOgziudl7ntuFlu2iC5sa/o3d' ,2/3
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I
EVALUATION gtEPORT'OF
UNION (CORRUGATING COMPANY
`26 GA. IViASTERRIB PANEL"'
OVER:STEEL SUPPORTS
FLORIDA "•DUII MINNG
Obt 6TH, •EDITI0N.(201'n
FLOR DA PRODUCT.APPRO'VAL,
FL
ST _VCTUItA1,.
9555:Z;MR
COMPONENTS .
ROQYDECK,
.".
. P- pa
re
-e
red For:
U uion Corrugafing:Compaay:
7015: King "St:
Fayetteville, IBC 28301
Telephonet :(910) 483-0.479
Fax: (910) 4834091-
Prepared Bv:
Bala So6k4, gam,, Ph.D ; P.E.
Florida Professional Engineer #62240
' 1216 N )Lansing _Ave:, Suite C
Tulsa, OK.74106
Telephone: (918) 492-'5992
FAX; (866):366-1543'
This report
consists. of
Evaluation Report
(IPagesincluding cover):.
Installation
Details (I Page):
Load Span
Table (1.Page)
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Report Ndw ,C2172-2
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Date: 8.20.2017
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FL .9555.2-R4
C2172-2
8.20.2017
.Page 2 of 3 .
Manufactger'
Union. Corrugating
Company
ProductName:
Mast&Rib Panel
Panel Description:
36" wide..coverage
with 3%4" high --ribs at.9"- o.c:
Materials:
Minimum 26 ga.,
80 ksi steel. Galvanized coated steel (ASTM' A653)
or Galvalume Boated
steel, ,(ASTM, A792)- oc_ painted "steel• '(AS -M
A75*..
Support D"ascription:,..
Minto-ga:, SO.ksi
steel: ,(IVlust be designed by others);
Slope;
1/2 12 or greater in:accordance
with FBC.2011 Section .1507.4:2
Design Uplift Pressure:
47:2 psf:@maxim
m, support`spacinitbf 60"' o.c:
(Factor;of safety" ..- 2) . ,. .
Support -Attachment`.
#1244 x P long
elf -drilling. screws With -washers . .
At end supports.
@ 3S"-5 5" 3.5" o
c across panel width
At it termediate supports
@' 9" o.c_ across panel'widtlir.
Sidelap Attachment:
i/4'-14 x 7/8" long
$pS with washer @ 30" o:c.
Test Standards:.
Roof assembly tested
rn_ accordance with ASTM E1592-0.1 `Test
Method for Structural
Performance of Sheet Metal. Roof and Siding
Systems by Uniform Static Air Pressure Difference'' and FM 4470,
:S.ectiion:53, `Resistance; to Foot:Traffc'.
Test Equivalency;
The test procedure
:in ASTiVI, E1592-01 complyy with test procedure
prescribed in AS TTM
E1592-05(2012).,
The test procedure,
in FIv1 4470 (1992), comply with -test procedure
prescribed in F1V1
470 (2012).,
Code. Compliance:, _ . ,
...: ce with °FBC
The product described herein, has demonstrated complian.
.201.7 Section 1507 4
Producr'Limitations,
Design, wind loads shall be determined "for each project in :accordance
with FBC ;201.7 Section 1609. or AS CE 74G using allowable stress
design: The maximum support: 'spacing -listed, herein shall. not be
exceeded The; design uplift pressure for reduced support spacing may
be computed using rational analysis prepared by a Florida Professional
'Engineer or. based on Union:Corrugating load span table. This product
is not. approved, for. use 'in the High Velocity Hurricane Zone:. Fire
classification is not within scope of`thrs,Evaluation Report. Refer to
FBC 2017 Section 1505 and: current, _approved roofing, materials
directory for frelratings ofthis.pcoduct.
I
. PANEL FASTENER SEE PANEL SRIElAP� 'S6IELIP-FASTENER - i .... .
- O' 9 O.C. OtTAIL O ]0 0 C .
. }--9" O.0 WEERe
INTERIOR .SUPPORTS' I PA Et RIB /•'' �• a
r
NIN 16,:GA.-STEEL.
(OEStGNED'6YOTHERS) - -
.. ..PANEL' FASTENER O - _' SIDELAP_ FASTENER fi
35—5.5"-7S O.C.
. O.C.. - - PANEL
EBB
9.
- _ _ ,
END' SUPPORTS.. I'
MIN is CA. STEEL. - _
(DESIGNED BY OTHERS)
TYPICAL- PANEL I qSTACLATION -X-SECTION. Grm
a, zT
. UASTERRR1 . . -PANEL FASTENER __SIOEIAP FASTENER . PANEL.. FASTENER O u'vi o_
PANEL '0,9 O.C. .O'10, D.C.: .. 35"-5.5'-3S• D.C.
• -- -
Se -
I
- AMAY �
I.. - (SEE IDAD SPANiABLE FOR,
. MIN 16 .�'STEEIC - _ _ _ .
... ..
;(DESIGNED BY OTHERS)• � ALLOWABLE LOA05'ATID SPAYS)' .
m a �RS
SECTION VIEW. g6@ I
GENERAL NOTES-j
. 1. ROOF.PANEL-HAS. BEEN bESTGNED IN ACCORDANCE WITH THE FLORIDASIDELA
.RI
P FASTENER UASTERB' BUILDING CODE (FOG).
'1/4'"/4'-145051Y1TH
PANEL 2. RDOF PANELS SHALL BE 26 CA. (t = 0017� EFFECTNE COYERINb WIDTH • 8m ee
. '~ - PIWEI. FASTENER OF-PMU 36.
WASHER O. ]0' O.C. ] ROOF PAHELS*SHALL BE INSTALLED OVER STRUCRIRE'AS SPECIFIED ON THIS
ii12-14 .■ 1"_HANGROOF, CS
SOS WRH'YIASHER -4. REQUIRED DESIGN WIND LOADS SHALL -BE DETERMINED FOR EACH PROJECT.
. .-' THIS PANEL SYSTEM MAY.NTTT OE INSTALLED WHEN THE REQUIRED DESIGN
- _ - WIND LOADS ARE GREATER THAN.THE ALLOWABLE DESIGN LOADS.
'S. ALL. FASTENERS UUST'8E. IN ACCORDANCE WITH THIS ORANWG &..'THE FLORIDA
MIN 16 GA.' STEEL BUILDINGCODE. IF ADIFFERENCE GCCURS BETWEEN, THE MINIMUM - '
(DESIGNED BY OTHERS) •REQUIREMENTS. OF THIS DRAWING & THE CODE. THE CODE SHALL CONTROL
.. - ASUPPORTS MUST BE DESIGNED.TO WITHSTAND; WIND 'LOADS AS REQUIRED_
PANEL SIDELAP' REQUIRED' FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
.7..PANELS MAY SPAN BERYEEN EAVE TO IUOCE SUPPORTS OR RARE TO RAKE
- 'SUPPORTS. T
•
.. I
I
UNION' CORRUGATING, COMPANY'
MasterRio Roof Panel
36" wide; 26, ga. (min) Steel Panel over- Steel Supports
Span
Condition.
Loading
TYP.e'
_.
-.- ,AllowabkLoad(psf)
-- — Support Spacing.(ft) _-
1.50;
1.75
2.60,
.
2.50
3.00.
3:50
4.06 , -
4.50
5.60
Two Span
Uptifr
138 3
l 18 5 _
' 103 7.
i
83 0
69,2
59.3.
511
46.1
37.7-
Three Span;
Uplift.
1571
134.7
10.9
94 3
78-.6
67.,4
58.9-
52.4
47.2
Four or More;
Spans
-. Vplcft
1513
. 129.6 f
! 113.4
90.81, .
75.6
-64.- •
56s7,
$0-A
441. 1
Notes: . .
L AllowableJ.cad for each condition is thesmallest load calculated based.on fastener capacity, panel strength grid
. .
and deflection limit of U180. Allowable loads are calculated for minimum 26 ga. panel
Z. The wptd load is taken as 0.7 tunes the "cofnponeut and cladding"' loads for the purpose -f determining deftectionaimit:.
r.:
3 The panel allowable pcoperdm4 a determined from full scale ASTM E1592 tests at 5V span .
4 Tiie panel fasteners are #12 14. x 1""long self dn(ling screws with- washers: Fastener spacing across panel width ,
is 9.0" o.c. in. the interior supports and 3r5" 5.5"-3 5j' o c: at panel.ends: .
5.. Sidelap fasteners'are 1/4" 44 _ic 7/8" ong self drilling screWs with: washer at 30" o.c:
6. Steel supports are minimum 16 ga.. ,All supports mu�stbe designed to resist all loads unposed on the panel. .
7 .-Tire panels r,ddy spazi from eave io ridge or rake to ra e:
8.'Panels must be installed as per Evaluation Report P19555.2 and Union current installation procedure.
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1216-N Lansing Ave., Suite C • S O��'S Bala Sockalingarn, Ph.D., P.E.
Tulsa,'01G74106, ''ae'' ^ PE-62240
'918492 5992. 26..2ci.lr7
I.
1/2/2018' Flarida'Bu'ilding
Code Online
i Business e Professional
F® Regulation
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Product /1pp�ovat''dbivIiIV
USER: Put V curer-
... .
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last>A fotlonDetail
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FL9555'R4.
__, , _ --- AP.Plicatlon,'lype� ..
Revision
Code: Verslori
Z47 . .
.Applicatiori 5tata`s:
Approved
A?ctiived
+�:
Product:Manufacturer, ;,
UNION GURRUGATING cOM_PANY '.
Address/Phone%Email;
.
. '' ..
fAYETIEVIIlE;�iyC.2.8303, •' -
:..'
483-0479 EXC 25Ei - .
JStleby@uniancorrugatlny.c6m
autForized Signature
John Stle6y
jstl by'I Unioncorru9adng.com .
Technical Representative`,'
.... ..
.... .
Address/Phori%Emall "
Quality`Assurance Represeritativer"
'. ':.
Address/,P.tion%.Em511J" .. :.
.. .. . .".
" Category
...
Structural CamporientS ' .
,.
Subcategory, "
Roof Deck .
.... .... ....
Compllance.Method
Evaluation ReportOdin a Florida Registered'Architect or Uceosed Fiorida
..
ProfessionaLEnglneer•" ..
J Ev - _ alyatlon ,Report n Hardcopy Received:
Florida Engineer,orArc_hite_ct•Narhe`whd•d& eio ed.'
Bala Sockalingam
khe.,EvAluptlop Report; .-
'Florida Ucerise
.•. .Quality.Assuragce.Entity%..'. • "
Keystone Cerdficatlons, Iric., '
QualityAssurance'Cantract Ezpiratidn Date ..
09/07/2027 ''
Valldated
YooSef 1a41;'P.E:;
?i `Veiulatld6 Checklist-:Haedcopy kcdhmd
:CertiPlcate of Indeperldeilce
F SS R4 -Oi C-rtlfir atGinileoendence:oilf
.... ... .... -- __ ....
Referenced Mandard and Year (of Standard)'
.... .. ...
Stands 8; ar.".
ASTM E1592:
..
FM 9470> 2012,
E iilv`alence of Product Stiiridards;
9
;*v5gd'By, • .'
Secfloris from .the"Code
.: .. • • .
httpsJ/wwwtloddabuilding:orglpdPr_app dU.aspx?parartr=wGEVXQwtDgtiiOROQkZA5RE8EOgiiUdl7ntt
Flu2jC5s'%3d 113 -
7/2/2018
htip id,
Florida Building Code Online
product Approval Method
Method 1 Option D
M4._SWbmitted
OB/23/•2017 '
Date Validated.
OB/28/2017
Date Pending FBC Approval
69/09/2017
Date Approved
12/12/20.17
Summa of`Products
FL* Model; Number, or Name° Description -
9555A
SV Panel
29 ga., 24" wide, through fastened, panel over wood supports
Liirifts of Use
Installation, Instructions
Approved; for use in HVHZ: No.
-FL•9555 R4 i1 Evaliiatk,7ReoortC2172 l.odf'
Approbed,for•-use outside HVHZ: Yes
-Verified By Bala Sockalingam• PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure +N/A/-70.25
Evaluation Reports
Other- Uplift load'of-70.25 psf @ support spael
fg`of 24"b.c.
1170555, R4 -AE Evaluat1onRe6ortC2172 1 bdf,
'
Created by Independent Third Party: Yes
9555.2
Master -Rib Panel.
26 ga.; 3iV wide; through fastened panel over steel supports
Limits of use
- -
Installation Instructions
Approved for use in HVHZ: No
FL9555 •R4 if .EvaluationReport C7-172 '7.odf?
Approved"for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240 ` .
Impact R®sistanfp N/A
- Yes
Created by, Independent Third Party'
Design Pressure*, +N/A/ 47.2'
Evaluation Reports
Other Uplift load of 47.2 psf @'support spa.1
g of 60 ot.'
FL9555 R4 'AE EvaluatidhRenoifC2177. -2.o6f .
Created by independent Third Party: Yes
95553
MasterRib Panels
29 ga:, 36 wide,
ttirougti fastened panel over steel supports'
Lirriits:of Usa
Installation Instntctions
Approsed for use in HVHZ: No
FL9555 64, if EJaluatlonlleoorfC 172- 3.68f',
Approved for use outside HVHZ: Yes.
Verified By: Bala Sockalingam PE'62240
Impact:Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +27 1/-37.7
Evaluation Reports"
Other Design toad of 27.1 & -37.7 psf at gupport'spacing
of-
I FL9555' R4- Ae' EvaluationfteoorEC7.177_ 3.odf
48" o c..
Created by Independent Third Party*, Yes
9555.4
MasterRib Panel I
29 ga., 36" wide, through fastened panel over wood supports;.
Limits, of Use
Installation Instructions.
Approved for use in HVHZ: No.
..
.Fr 9555 R4 li EValtiatimr eadrtC2172 4 odf•
Approved fd� use outside HVHZ- Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent.Third Party: Yes
Design Pressure: i-27 1/ 36.2
Evaluation'Reports
Othem Design load of 27S & -36.2 psf at support,spacing
of
: FL9555-'R4 AE EvaluationRe00rtC7177 4.iidf
48" o.c.
'Created by Independent Third Party: Yes:
9555.5
MasterRib Panel'
29 ga., 36" wide, through fastened panel over nom: 1" x 4.'" .
wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F_I;9555' 114 if- 6aldatlon'ReDortC2172 5.odf.
Approved for use outside HVHZ: Yes
Verified By: Bala Sockaiirigam,PE 62240 .
Impact Resistant: N/A
Created by Independent,Thlyd party: Yes
Design Pressure: +N/A/-138.9
Evaluation Reports
Other: Uplift load. Of. 138.9'psf @ suppdrtspadng
of 24"o.t:
FL9555, R4 AE •Eva litationReiiortC2i77. `S.odf•
Created by,IndependentThird.Party: Yes'
9555:6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open
steel supports
Limits of Use Installation Instructions
Approved for'use in HVHZ: No FL9555; R4 :i1 EvaluatlonReoo�tQ172 6.odf .
Approved for use outside HVHZ; Yes Verified By: Bala Sockalingam PE 62240
impact Resistant: N/A Created by IndependentThlyd Party: Yes
Design Pressure; +96/7163 Evaluation Reports
Other: Design loads 'of 96 & =163 psi at support spacing of FL9555': R4 AE-tvaluationRebortC2172 6:odf-
20" o:c. Created by Independent.Third, Party: Yes
contact Us ;: W1 Blalr Stone Road. TallahaMe FL 32399 Phone: 850-467-1624
The state of Florida Is an AA/EEO employer. [oovrinht i001-20135fste'of Fiorldn.:: PdOcy Statement:: Accessiblllty Statement,:: Refund Statement.
Under Florida law, enrall addresses are public records. If gau'do not want your e=mall address'released In response to a public -records request,'do not send electronic
g.drglpt/pr_app dtl.aspx7paratn=wGEVXQwtDgtvORO,QkZA5REBEOgziUdl7ntuFlu2jC5-Md. 2/3
i
EVALUATION REPORT 'OF
UI�IIOiJ COkRU�ATING'
COMPANY—
426 GA. MAST:ERRIB_PANEL'
OVER STEEL SUPPORTS
FLORIDA`BUILiDING'COIDE 6THEDITION,•(2017)
FLORgDA. PROIDUCT APFRO�TAL .. .
FL 9555:244
STRUC'TIJddA4[. COP%LPONEI�NTS'
ROOF.QECK'
. .
-
Prepared
•
_For.C"
Union Corrugafing
: __ompany
..... y
Fa ettevflle
NC 2 gM
Telephone_
(916) 483=0479
Prepared
$y,
Bala Socka&gam, Ph.D., P.E.
Florida Professional
Engineer #62240
1216;N; La�
ng Ave.;.,Suite C.
Tuls ,
' 74106
Telephone
. (918) 492=5992
FAX: (8b6)•
366-1543.
This report
consists of
Evaluation.Repott (3 Pages.including cover) .
Installation Details (1 Page)
Load Sot,•Table
(1 Page)
1m56&0Gold
44bQacoG\CALIiVG2���•'a
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Repoit,'No.:.C2172-2
Date:'8.20.2017
OF 0
P, e
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s.
FL 9555.2-R4
C2172-Z
8.20.2017 .
Page 2 of 3
Manufacturer:Union
Corrugating
Company
Product Name::
MasterRib Panel -
Pagel Description:
�36" `wide coverage,
with 3/4""' high ribs at 9" o.c:
Materials:
Minimum 26 ga ,
80 ksi steel. Galvanized coated steel` (ASTl1i1.A653)
or Galvalume coated'
steel. kA-STM A792) or painted ;steel (ASTM.
A755)..
Support Description:;
Min 16 ga „SO ksi--steel.
(Must be:de§igned by others) . .
"Slope:
1/2:12 or'greater; inf
accordancevith FffC 2017 ;Section.1507A.2
Design 'Uplift Pressure;'
4Z 2 psf @ maxim_
um, support spacing, of 60" o.b.
(Facfor of Safety. =,2), .
:. .
Support Attachment:
-4 2-14; x I"' long self=
-drilling screws:with washers . .
At end supports
@ 3.5"-55-3.5" o
c: across panel width.
At intermediate supports
@ 9" o_c, across p�ttel
width .
Sidelap Attachment:
%4'=14 x.7/8" long
SDS wrtli-washer @ 30" o.c.
Test -Standards:'
Roof assembly tested, in accordance with ASTM E1592-01 `Test
Method for Structuial''Perfocniance of Sheet Metal Roof and Siding
Systems by Uniform Static .Air Pressure Difference', and FM 4470
'Section 5.5 `Resistance to Foot.Traffic'.
Test Equivalency:
The test.procedule. in ASTM E1592-01 comply with test procedure
prescribed in A8T�M E1592--05(201.2).
The test procedure in FM.4470 (1992), comply Withtest procedure.
prescribed'in F1VI4470 (2012):
Code.Compliapce:
The product described herein has demonstrated compliance with FBC.
2017 Section:1507:4.
Product Limitations:
Design loadis be'determined for each in accordance
wind sh411 project .
with. FBC 2017 Section 1609 or ASCE 7-10 using' allowable stress
desigm .The maximum support spacing listedherein, shall not lie
exceeded. The design uplift pressure. for reduced support spacing may
be computed using -rational analysis prepared by a Florida Professional
Engineer or based on'Union Corrugatipg load span. table: This product,
is not approved for 'use ;in: the High Velocity Hurricane Zone. Fire
classification.'is not within scope .of this Evaluation Report. Refer to
FBC 2017 Section :1505' aad. current ,approved roofing materials,
directory for fire -i atings of this product..
-
1
i
..
". PANEL FASTENER
_ - .SEE PANEL SODEIAP� 'SIOEIAP FASTENER .'
"�
" O: 9' O.C. _ ..
. .. .. - 9' O.C:—.
OETAL- C 30 D.C.-
MASTEFIRIB .
INTERIOR' SUPPORTS
.... - _
vAHEEt _
UN
L 16 GA., STEEL
(DESIGNED BY OTHERS),
PANEL FASTENER O
. " SIDEIAP. FASTENER
6
. .'.
3.5'-5.S--7b' O.C:. .' _
.. O `30' O.C.
END.'SUPPORTS:
vAN1E
MIN 16.Cll STEEL'
-
(DESIGNED''DY 07HER5) - '
.. .. ..
.. .... ..
..
.
TYPICAL PANEL- INSTALLATION
X;—SECTIONnq
�r
3bz 1
O
..
MASTERRI9"
PANEL .
_. PANEL FASTENER
0 '9' O.C.
SIDEUIP FASTENER . : PANEL I FASTENER.
'0 30- O:C: 3.ST-5.5-b.5- O.C.
�zo^
-
_
y
. 'Im 16 CA STEEL -
.(DESIGNED BY- OTHERS).
.. -
'(SEE LOAD.SPAN:TABLE'FOR_,.
ALLDNAeIE.MDS
.. _ I..
ANT SPANS) _
'R
, n,
-
SECTON
VIEW.
GENERAL. NOTES:.
,1.
■+{
"
D
ROOF,PANEL WAS BEEN'DFSIGNED M _ACCORDANCE WITH. THE FLORIDA
BUILDING CODE (MC).
. SIDEIAP. FASTENER...
.: PANEL
:2. ROOF -PANELS SHALL BE 26 CA. (t v 0.0171. EiFECiNE.COVERINC WIDTH
. 1/4'-14.505 YRTFI
-
. • OF PANEL • 3W.' ,. ..
WASHER O JO' O.C, PANEL FASTENER -
1 <LONG -
3: ROOF,PANELS S1NLL BEINSTAILEO OVER'STRUCTURE AS'SP.ECIRED OH ,THIS
-
•�12=14•a
DS WITH W0.SHER,
,DRAWING:
4„REQUIRED. DESIGN WIND.LCADS SHALL BE DETERMNED FOR EACH,PROJECT.'
•
'THIS `StMA MAY NOT BE INSTALLED WHEN THE. REQUIRED DESIGN
-PANEL:
WINO: LOADS ARE GREATER THAN, THE ALLOWABLE DESIGN LOADS:
5. ALL FASTENERS MUST BE IN ACCORDANCE -WITH THIS DRAWING h-THE FLORIDA.
MM. 16 W STEEL
" BUILDING. CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
_
(DESIGNED BY OTHERS)
REQUIREMENTS OF.THIS DRAWING & THE CODE: THE CODE SWILL CONTROL..
B.
-
PANEL.SIDELAP -
SUPPORTS Must BE DESIGNED m WITHSTAND WIND LOADS AS REQUIRED
:REQUIRED FOR EACH APPLICATION AIM ARE THE RESPONSIBILITY OF.OTHERS.
'
7. PANELS AUIY,SPAH .BETWEEN SAVE TO RIDGE SUPPORTS ORRAKE 70 RAKE
.
S_UPPORTS.
..
... - •. ..
q or
•
I-
I
I
i
UNION - ORRilGATING: ' OMPANX
Master)kib' Rvil Panel .
30 wide, 26 ga (min) feel Panel.over Steel Supports
Span .. .
Condition
Loading
Type
Allowable Load (psb
_.__ _ __ _ _�_. Support,Spacing(ft)
1.50:
' " '1:75.
2.00
ISO
3.00
M&
4.00 -
4.50 _
5,t10
Two Span•
Uplifti
138 3 .
.-
118.5
103 7'
, _
83 0.
60.
59:3
51.9
46.1
i 37.7
Tluee Span.
Uplift
157.2.'
134.7
117 9
94.3
78.6
67.4
58.9
514
47.2
Four or More
Spans
Uplift
151.3
V�9.0.113:4
90.8.
.75.6
64.8
56.7
50.4
44.1
-
Notes
1. Allowable load for each condition is the'smallest'load�calculated based on fastener capacity, panel, strength and"- '
and deflection limitof U180 Allowable loads are calculated for minunum.26 ga panel."
2;. The Wnd load is taken as 0 Ttimes the "component alnId cladding" 16ads for:the purpose ofdetermining deflection•limit.
3 The panel' allowable properties are determined" from hill scale ASTM E1592 tests at• 5' 0" span
4 The panel fasteners are.#13-14 x 1" long" self drilling screws with washers: Fastener, spacing across panel width; .
is:9.0:' o:c.. in,tlie interior supports and 3.5"_ $.5"-3 5" �o c. at panel,ends:
.5 Sidelap, fasteners -are 1/4!'r 14.x 7/8" long self drilling IsIcrews with waslier at,30" o.c.
6`. Steel supports are minimum l6'ga. All supports tnusfbd designed to resist all loads imposed on .the panel.
7 'The panels may span,tram.eave, to ridge o ,rake to rake:. .
S. Panels mus-0e installed as per Evaluation Report,FL 9555:2'and Union current installation procedure.
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'1216 N Lansing Ave.,:Suite C Bala S'ockalingam,. Ph.D., P.E:
'�
Tulsa, OK74106" ' a � -- PE.62240.
019 492 5992
i
A
3/212016 FlOdda'BWding Code Online °
gcks Hcme Cog J, Usec Registratiarr. • . �. HotTcPics i S It surtfiargq • Scats & Pa,Rs i 'Publtcatloas �' FBC.State �aus stt° Mae 11nks
Fldrid� . • .
-: , �' Prodni* Approval •
ProAu�f Aboroval Menti > Prodtirx or AopGcagoo Search tt dor. Ltst > Appllcutl°n Datall; .. .
FC17996-R1
Affirmation'
- - APPilcation Type
Code -Version
ApPlicatlon Sbi s Approved .
Archived L ..
- ProducEMariufactnrec Elixir Dotir and Metal Company.'
Address/Phone/Enieil S Pope Dn
_ t
121 ve
Douglas,, GA 31533
(912).R93-2215,
rya�tierry.@.etizirdmccom
Authorized Signature Randall Yarberry
ryarberry@ellxirdhic!com
Technical Representative- PT'C Product Design Group.
Address/Phone%Email 'PO Bbk 520775
Longwood, FL 32752 ,
Ahfo@etc corp.com:
Quality Assurance Representative;
Address%Pfione/Emaii, -' '
Category Exterior Doors.
Subcategory, . winging Exte
S riot Door Assem611es
p
Com liance. Method. ' " Celtiflcation Mark or Listing
Cgrtl5potion Agency .
American-ArchitecfuraF Mantifadurers Assodatlori
Validated By, American'Archiledural Manufacturers,Assgciation.
Referenced:5tandard' and Year (of Standard)' Standard + ear
ASTM E330, 2002.
Equivalence of Product Standard`s
Certified. By:. .
✓: I affirm that there are'rio changes in the new Florida, Building,
roduct s =and my prbduct(s)_re in
Cod ' -hich affeii mn , P _ ( )
coinpilance with the new Florida_ Building Code.,
Documentation from approved Evaluation.or-Validation Entity
Yes, No' N/A
_ -
• FL17996 R1 COC•_Affirrrration FL17996 413001
https;/lvuwuufloridebw►dirig.org/prior_'ape_dtl.a9px?param=wGEVX(lwtDquTluhTgK2%2bdSR%2b%2bN"%2f8fj059RCioMU%2bfRDgsg3ZdGjXlw%3d%3d' 116•
3/2i20% Flodila Building (36de Online
Product Approval MgtKod Method 1 Option A.: . .
bate Submittedi Ol/29/w018
Date Validated 01/29/2018
Date'Pending FBC:Approval
pate Approved D2%04/2018
Sumrtr_a_ry-of Produdfs
Go to Page :_ •�70
il). Page 1 / 24, 40
FL #
Model; Humber, or Name
•
DescNption
•17996,1
series N50 ZOS.Sreel
Door'.
Series 202 20S Steel 0 S.'Door w/-Vertical Slider Windw, o
Limits of Use
:Certification Agency Certificate.
Approved fof use 1rrHVH2:,; No
: Approved4or usd:outside HVHZ: Yes
!'Impact Resistant: No
Design pressures - 3*-jo, .
Other.:
FL17996 Rl C .G4C- FXR 202 205 Vertical Slider AS. M E33.0
p us5 df
Quality 4sura00e Contract EzpiratronDate
12%03/2018
Installation Instrpctlans,
:FI 17996' 1 'II ELIX0034 Rev A Series 26246S,SS•pdf.'
Verified; Byv Robert J. Amaiuso, PE FL PE No 49752-
' Createil,by Independent Third Party; Yes -
Evaluation Reports
_
FL-17996 R1 AE pERA642 Re0' 415 0705: ss:od
Created by Independent Third'Party: Yes
--
_
- _ ...
17996.2
Series 230 W9;Sfeel Door
" .
Series.!to W9 Steel O S. boorw/ Cottage.Window
_=,-
Limits oUs f e
Approved for use'in HVHZ-.No _
Approved far use outside IVHZ Yes
Impact Resistattte'No
Design Pfess4re:'+30/-30
Other:;
Certification Ageney,;Certifleate
FL.17996 R3 'G me -EXR_ 230:W9 Cottage ASTM EM
us5 SI F
Quality Assurance Contract_Ex_piration Date
12/03/2018
Installation.Ir>stru`ctions
FL17996 III ELIX00331Rev A Series-230 W9 SS:oilf
Verified -By Robert J.Anroruso, PEA PE No. 49752
'Created. by IndependentTfiird'Partyp Yes
Evaluation Reports•
FL17996 Rl;AE,PER 1642 Rev3 415-0705 ss.pdj',
Created by Independent Thlyd'Pa: Yes
179963 .,.' Series.402'14'
..
Vinyl SEeei Ou*: winging Regular:Door- 14"z14 Window.
lirnits of Use
Certification Agency Certlfleate. _
Approved for use in HVHZ: No
F11 97 9 @��_�_FXR 402-14! E330 In usS•iidf
Approved for use 64611de,HVH2::Yes
,Quality Assurance Contract Expiration Date,
Impact Resistant,: No,
W/14/2020
Design Pressure: +40/40
Installation Instructions
'Other:
'FL17996 g1_II EL1X0050 REV -A OS MODEL 402-14 M11191
Verif'ieil By: Robert J: Amoni"so; PE FL PE No. 49752 '
_.
Created'by Independent Third Party: Yes'
Evaluation Reports_
FL17996R1 AE- PER- 195i, Rev1a 415=0705`a_s pdf...'
Created by Independent Third Party: Yes'
17996.4
Series 402-20S;
Vinyl.SteefOut-swinging Regular Door - 20" sllder window .
Limits of Use
Approved for use -in HVHZ: No
App'roved'foi use outside. HVHZ, Yes
Irrr_P act Resistant: No,
'Design Pressure,.+40/-4S
.,Other:: . '
-Certification Agency Certificate
FL179 Rl C' CAC EXR'402-205 E330 olus5 odF .
Quality Assurance Contract,Expiration Date• '
.09/14/2020
Installation Instructions
FL17996 RI_ Ii . ELIX0051 REV -A OS MODEL 402-20S. sf
Verified By: Robert J. Amdruso, PE FL PE Um 49752,s.od
Created.by Independent.Third Party: Yes
j
Evaluation Reports
FL'17996 :Rl. At PER. 1951 11evla,,415=070S sEj pdf
Created by IndependentThird'.Party: Yes
.
17996:5 ,.
Series.407
_..._
Vinyl Steel Out -swinging Regular;Door - Blank (no window)
.
Limits of Use
Certification Agency Certificate '
Approved for use in HVHV No '
1FL 7996 'BBC CAC_EXRA07'C-330 d1m5'.pdF,
Approved' for. use outside HVHZ: Yes;
Quality,Assuiance,Contract Expiration';DaEe
Impact Resistant: No
09/14/2026
Design Pressure:-F40/45-
Installation ihmi'•uctlons
Other:
FL17996 R1 IC.ELIX0052 REV -A OS MODEL 407 spd
Verifled 3y: Robert 3. Amoruso,, PE FL PE No. 49752
Created by In Thud Party Yes
Evaluation Reports
httpsJ/www.flor dabwlding:orgfpr/pr app dtl:aspx7param=wGEWQwIDquTluhTgK2'/o2bd3R%2b%2bN%o2f8fjOsgRCIoMU%2bfRDgsg3ZdGjXlw'/°3d%3d 2/6
3/2/2018 Fib""da Building Cade Online
FL17996, I I AE PER 1951 Reviat.415.0705 ss.oaf-
Created by Independent Third Party: Yes ` -
IM,6 6
Series 436 W-5
VinylSteel Out styl_pging Regular Door - 9 Lite Window (_i-8" x
l
3-0") .
Limits of Use :
Ceitifieatibn Agency Certificate'
Approved for use in; HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RV C', CAC EXR 430-W9 E330'plus5.pdf•,
QualityAssurance Contract p(piration.Date.
Impact Resistant: No
Design Pressure: +33/,-40
Other.
09/.14/2020
Installation Instructions
1 -17996'R1--II•ELIX0053 REV=A OS MO)El430-W9 ss.odf
'Verified By: Robert J.-APnoruso; PE FL PE 11m 49752-
Created by IndeperidentThied Patty: Yes
Evaluation Reports'
F117996 Rf AE PER -1951' Revla: 415-0705 spdf
Created byr lndependentThlyd Party:, Yes'
17996:7
Series 6400W9. Cottage
Series 646o=W9 Ndj i-Ir fip67#jrfswlfi0 Painted; Steel Door
w/Storm Door
Limits of Us®
Ceitlfiwdon Agency Certificate
Approved farrise'in HVHZ: No,
Approved for use,outsrde HVHZ Yes`
i:mpact Resistant: No.
Design Pressure: +66/-56
Otilri r.
FL17996 Fd C, CAC EXR6406 E3 16 olus5:odf.
Quality.Assurance ContsacE Expiration Data
09/1§/2019
Installation Instructions:
FLIM& R1-1I EUX0056 Rev-A�15 MODEL-kddi-W9`WITH.
STORM 000k ss.odf - '
Verified ay: Robert J. Amoruso jE FL PE N_o: 49752'
Created by Independent Third Party: Yes
Evaluation Reports
T;:FL17996
R1-'AE:PER i954_dgy2 415-0765-ss:gdf,
Created by IodependentTiilyd•.P.arty: Yes
17996.8
Sei9es7500.Oval!.
Series.7S00 Non -Impact Inswing:Vinyl Laminated Steel Door-
w/Adjustable Threshold
Limits of Use- •
'Certification Agency Certificate
'Approved.for use in HVHZ: No
FL1799fi Ri 'C CAC EXR 7500 Oval-21 adisrstabie'threshold '
E330 olusSaodB
Approtred`far use critsida HVHZ: Yes
"Impact Re'sistdrib Nb
Quality Assurance Contract Expiration Date
Design,P,ressure_: +34/=50
Other.-
09/1712019.
Installation Instructions
-MODEL
F 17dg6 'R1 'I1 EUX6055 Rev -A IS 7500 OVAL21
WITH ADJUSTABLE THRFESHOLD ssiodf
Verified, By: Robert J.'Amoruso, PE FL PE No. 49752
.Created, by IndependentThlyd Party: Yes
Evaluation Reports,
FL17996:91••AE PER; 1955 Rey2 415-0705 �s.odf
Created by Independent Third Party: Yes
17996.9
Series. 500 Oval
Series 7500"Non-Impact Iriswirig Vinyl Laminated Steel Doorr
w/Storm Door and PVC Jambs
Limits of Use'
Approved for use In,HVHZ: No
Approved for use outside HVHZ: Yes;
Certification Agency Certificate
FL17996 RI• C-CAC_EXR 7500 Ovat 23 E330 Ir Wgjjzdf;
Quallt:V�Msurance'Contract Expiration Date,
Impact' Resistant: No
09/10/2019
Design'Pressure: +50/-50
Other:
Installation Instructions
FL17996 9k U Fi ix0060.Rev=A IS,MODEL- STR 7500 23 . .
OVAL -WITH STORM DOOR,'ss.odf'
Verified By: Robert). Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes -
-
Evaluation' Reports
FL17996 RI 6EPER-1955'Rev2�15-0705 s df
Created by Independent Third Party. Yes
17996.10
Series 9400 W9 Cottage
Series 8400.w9 Non -Impact Oval Inswing Vinyl Laminated
Steel Daor w/Storm Door
Ltm1Es of Use
Approved 'W use in HVHZ:. No
Certificatlon Agency Certificate
•FL17996 R3 C' CAC EXR 8400 E330 919WA.
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quallty..Assurance Contract.Expiratloe Date
09gis/2019
'Design Pressure: +50/-50
Other:'
Installation Instructions
FL17996 Ri 11' EI X0057.Rey-A IS MODEL 8400-N19 OVAL
WITH STORM DOOR u4&
Verified By: Robert 3. Amor.uso; PE FL PE No. 49752
Created by IridependentThird Party: Yes
-
Evaluation. Reports '
Ft.17996 Ri .AE PPER_1954 e42- 415-070.5 tLpdf
Created by Independent Third Party: Yes -
https-,#w".floridabuilding.org/pr/pr_app_d0.aspx?paiam=wGEVXQwtDquTluhTyK2%2bd3R%2b%2bN'/o2f8QOs9RC1oMU%2bfRDgsg3ZdGjXiw%3d%9d 3/6
A 11 I
302018 ' Flodda'
Building Ca&Online
17996.1E Series 9000
Series 9400 Nan -Impact Inswing Vinyl Laminated, Steel Door.
.-
w/Storm Door
limits of Use
Approved.for use in HVHZdNo. -
Approved for use outside HVHZ Yes
Certification Agency,"CerHfieate.,
R17996 91 C CAC EXR 9000'50 E330 olus5.odf
Quafity Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure• +50%-50'
Other: -
Installation Instruction's
FL17996 Rl iII EUX0058 Rev=A•IS BLANK 9000 DOOR*
STORM DOOR ss.pdf-
Verified By Robert 3. 'Aniorilso, PE FL PE No: 49752
Created by Independent Third Party: Yes:
Evaluation Reports
Fl 17996 Rl AE"RER_1954 -11ev2' 415-0705,7ss:pdf
Created by Independent Third Party: Yes
:. -
17996.12 ' ..
Series 940. 0 Cottage:
Series 9400-W9 Non Impacct Inswing Vinyl Laminated Steel.,
Door W/Stdrm.Door
Limits of Use
Approved for use in HVHZ:-No
Approved for use outside HVHZ- Yes, :
Impact Resistant: No
Design Pressure +50/-50 , .
Other:
Certification Agency Certificate
FL17996 f . C CAC EXR 9400 E330' olus5.pdf
Quality. Assurance Contract Expiration Date:
09/16/2019
Instailat:on instructions
FL17996 Rl'II ELIX0059 Rev=A IS-MODEL_:§4601*9;
COTTAGE W:.STORM DOOR ss.odf
Verified -By: Robert J. Anloruso;, PE FL PE No. 49752.
Created by Independent Third Party: Yes
.
..
-.
Evaluation Reports .
,E117996 R1 AE PER .1954,$ev2.41$-0705 ss.pdf
Created-by:Independent Third Pa'rty:'Yes,
17996 13
Series AFIF7N _
I 'Series
AFIF7N NonrImpactIS Fiberglass Door'
Lrmifs of Use.
Certification Agency Certificate
Approved for use in HVHZ: No
FL'1 6 R1 C-CAC EXR AFIF7N E330 p us5 df
Approved for use: outside' HVHZ Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +3B/-30 , _
Installation Instructions .
Other:
Fn7aak,Ri rri ELIX0040-AFIF7N=BFIF7N--ReyA_'$S:udf
Verifled ey; RobertJ; Amorusai PE,FL PE No: 49752
Created: by Independent Third Party: Yes•
Evaluation Reports,
TL17996 RI AE' PER 1952 i evZ• 415-0705, ss-off
Created by IndependentThlyd Party:'Yes
17996:14
Series AFOF7N
SeriesAFOF7N-Non Impact.0S Fiberglass Door
Limits "of Use:
Certification Agency CerUf Kate
Approved for use in HVHZ: No'_
FL17996 gt C` CgC EXR AFOF7N E330 p us5.'"df•
Approved for use outside HVHZ: Yes
Quality Assurance ContractExpiration Date
Impact Reslstahe No
09/14/2019
Design Pressure: +38/-38'
instaliatloe Instructions-
Other,:'
FL17996_Rl It E1:IX0042 AFOF7N-BFOF7N RevA P_9& f
Verifled By Robert'J. Amoruso, PE FL PE No 4975.Z
Created by Independent Third,Party:' Yes
Evaluation Reports
FL17946-F3LM-E�g -iM-gig-2 AI2&Z.OS S,.S p
Created by IndependentThlyd-Party: Yes
17996.15
Series AVIF7N
Series AVI�F7N Non -Impact IS Steel Door
Limits of. Use
Certification Agency Certificate, -
Approved for use In HVHZ: No, „
Approved far use outside'HVHM Yes:
FL17996 _Rl C_CAC ,EXR AVIF7N E930' Ip usS•odf
Quality Assurance Contract Expiration Date
Impact'R'eslstant:,No!
" 04/051202P
Design Pressure: +25/-25 ..
Oth_e_r:
Installation Instructions
FL17996-Ri-II ELIX0047AVIF7N-BVIF7N RevA.s_§,pdf
Verified By. Robert J. Amoruso,'PE FL -PE No..49752.
Created by Independent Third Party: Yes
Evaluation Reports
.Rey2'-415-070.5
FL-17996-11 -.AEA PER- 1953 9 per'
Createdby.IndependentThird Party: Yes .. .
17996.16 Series AVOF7N
Limits of Use
Approved foruse in. HVHZ:, No.
Approved for use outside HVHZ: Yes 4
Impact Resistant: No
Design Pressure: +21/-21
Other:
abyiidi_g,org/pr/per app_dll,aspVparam=wGEVXQwtDquTluhTq
Series AVOF7N Non -Impact O$ Steel Doors
Certification Agency -Certificate
EL17996- gl CAC EXR AVOFM E390 pi6s5.pd
Quality Assurance Contract Expiration Date
04/06/2020
Installatlon Instructions
FLI7996 Rl II ELIX0048 AVOF1N-BVOF7N RevA �s,pdf;
Verified By: Robert J. Amorusb, PE FL PE No: 49752
Created by Independent Third Party: Yo
,2bd3R%2b%2bN%2f8gps9RCIoMU%2bfRDgsg3ZdGJXIW°/a3d%a3d -416
3/2/2016 Florida Building:Cade Online
Evaluation Reports
FL17996:R1 gE'PER 1953 Rev2 415-0705-ss.odf
Created by Independent Third Party.
17996:17
Series B-FIF7N
Series BFIF7N Non -Impact IS Fiberglass Door
Limits of Use,
Certification AgencyCerti£cate
Approvetl for use iri HVH2: No
FL17996 R C CAC- EXR BFIF7N E330 p us5 dE
Approved for. use outside HVHZ Yes
Quality"Assurance Contract Expiration Date
Impact Resistant: Na
09/15/2019
Design Pressure: +38/-38
Installation instructions
Other::
:1217996'R1 rr EI_TX0046 AFiF7N (KFM RevA• R3,pdf
-
'Verifled' By: Robert]. Ainoruso PE FL PE"No. 49752
Creaied-by,IndependeritThird Party: Yes..
Evaluation Reports
.
FL17996 �9E_P_EB._�-64YZ 415-0705 ��
Created by. IndependentThird Party: Yes;
17996:58
Series BFIF75 1
sfii BFIF7S Non -Impact IS Fiberglass French Door
Limits of Use -
Certification Agency Certificate "-
Approved for use in HVHZ: No
'FL17996 R1 `t!CAC EXR BFIF7S E330 o us5 dE
Approved for use outside'HVIM Yes,,
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15 2019•
_
Design Pressure +38/ 3ti'
Installation, Instructions'
Instal
.
O_ ther.
FL17996 R1 If ELIX0046 BFIF75: RevA, sS.pdf
Verified By: Roberti: Amorusoi:PE FL PE No. 49752
..
- '
Created Independent Third -Party: Yes
Eiraluatipn Reports
FL17996 Ri-g PER, •1952-Rev2' 415=0765 ss:p
,• Created by Independent17110 Party: -Yes
17996A9 .
Series BFOF7N
I
Series BFOF7N Non -Impact OS Fiberglass Door
uniile of Use
Certification Agenry-Certif[eate•
"]
Approved for use in HVHZ2 No
FI17996A C CAC $XR BFOF7N E330.o usS
Approved •for use "otitslde HVHZe Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +30%-30
•04/06/2020,
Si stillation Instructions
'
Other:
+FLJZ996_ Ri ;H r; Xbl142 •AF0F7N-BF6F7N 41M SS.pdf
Verified. By: Robert]: Amariiso, PE. FL- PE No: 49752
Created by IndependentThird Party: Yes
Evaluation Reports-
.
: FCiZ49��i�A�P�125Z_B�cZ_a1s-o7os ss.odf•
i
Created by Independent TFiird Party:. Yes • '
17996 20,' Series BVI63S Series BVI635 Non -Impact Single Inswing Door w/F xed.Lite
Insert and Outswing Storni Door
Limits of Use certifiedtlon Agency Certificate•
Approved for use in'HVHZ: No F 99 _B� CAC EXR` BVI63S E330 o1ds5,p_&
Approved for use outside HVHZ: Yes Quality, -Assurance Contract Expiration Date_
'Impact Resistant: No 12/17/2021
Design' Pressure: +65/-65 Installation, Instructions
Other: FL37996 RIA ELIX0061,BVI635'RevA ss:Odf,
Verified' By7 Robert.]:'Arnoruso, PE FL PE No. 49752•
Created by Independent Third Party: Yes . .
Evaluation Reports.
FL1799fi get P€g_2244 ev2_415-o705 EW IF:.
Created by IndePendent`Third Party: Yes '
Go to Page
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Contact lls ;: 2601 Blab Stone Road: Tallahassee iL 32399 Phone: 850-487-1824
The State of Floilda.ls an AAJEEO employer. CooVtteht 2007-2013 Stbte dr"Florida.:: Privacy Statement :: Acces"siblllty Statement Refund Statement .
.. Under-Fl6rlda Iawi, emalf addresses are publle records, I(yau do.not Want your a=mall address released In,res onse to'a public -records request, do not send eledronle . .
mall tdthls entity. Instead,'eontact the offIce by phone or by traditional mall. If you have anyquesUons, please conact850.487.1395.'Pumu'ant to section '
455.275(1), Florida Statutes, effective October 1; 2012,dicensees licensed under Chapter 4S5, F.S. must provide the Department with' an emall address If they have
one..rhe emalis provided may be used far of clal communicatlon with the licensee. However email addresses are public record. If you do not wlsh.to supply a personal
'address, please provide the Department with an email addressiwhlch can be made available to the public. 76 determine If you are a Ilcedsee.under Chapter 455, F,S.,
please dick hest•
RR M
. .. product Approval Accepts: . .
hitps:liwww floridabuilding.org/prior app dfi.aspx?param=wGEVXQwtDquTluhTgK2%2bd3R%2b%o2bN"%2f8fjOsgRCI6MU%2bfRDgsg3ZdGjXIW%3d%3d 5/6
ELIXIR DOOR &- METAL. -CO.
OUTSWING
in
i
4
:MODEL
40TWON-IMPACT
.
VINYL LAMINATED STEEL: DOOR:
e
.
INSTAL' LATION' ANCHORAGE DRAWING;=
.
.;GENERAL NOTESo
INSTALLATION NOTES:-
'1: THE PRODUCT ANDHORAGE SHOWN HEREIN'IS DESIGNED
S:IN AREAS INHERE WINDBORNE DEBRIS PROTECTION. 1. ONE(1)INSTALLA710N/WCHORISREDUIREDALEACH. -
S. MINIMUM EMBEDMENT AND EDGEOISTANCE EXCLUDE��
To COMPLY WITH THE CURRENT EDITION OF THE
'REQUIREMENTS EXIST, USE OF IMPACT PROTECTOE . ANCHORLOCATION, ..
" 'WALL FINISHES; INCLUDING BUT NOT LIMITED TO'
FLORIDA BUILDING'CODE (FOC) EXCLUDING HIGH
'SYSTEM COMPLYING WITH THE FBC REQUIREM� �
ENTS FOR,
STUCCO, FOAM, BRICK VENEER AN0:91DIN05'
-
°a
'p,
.N
'
VELOCITY HURRICANE ZONE AND THE DESIGN.
WINDSORNE DEBRIS REGIONS, IS MANDATORY FOR THE: 2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN"-
P.R00007 HEREW.�. 'ARETHE MINIMUM NUMBER OF:ANCHORS AND MAXIMUM'
6, INSTALLATION ANCHORS SHALL: BE INSTALLED IN.
-
O
. PRESSURE(S)STATED HEREIN.
q SPACINGS TO BEUEO SFOR PRODUCT)NSTALAATION..'
ACCORDANCE.WITH ANCHOR MANUFACTURER'S
� 'cn
'COz"
�10. THE PRODUCTOETAILSCONTNNED HEREIN ARE BASEQ..6.
FRAME MATERIAL' ALUMINUM. ALLOY 6063TO _ -
'INSTALLATION INSTRUCTIONS AND'ANCHORS SHALL
WITH STRENGTHS LESS
UPON SIGNED AND SEALED TEST REPORT DALLAS
DOOR PANEL MATERIAL•.09 MIL VINYL LAMINATED-. I: SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR;
CORE WITH LOAD BEARING SHIM(S).'MAXIMUM ALLOWABLE;,
NOT BE USED IN SUBSTRATES
THAN THE MINIMUM STRENGTH SPECIFIED THE'
LABORATORIES; INC.#44278 AND ASSOCIATED
- LABORATORY STAMPED DRAWINGS.
GALVANIZED STEELOIS. SKIN W/ URETHANE FOAM
S IMS 4 SHIM _ P -
H SIZE OF 1/ INCH. HMWHERES SPACE 1/fB INCH
.IN.If
ANCHOR SCHEDULE• THS'SHEET•
1
- F
N
ct.+`
i
."
." _"
7.DESIGNATIONS'r STAND FOR THE FOLLOWING: OR GREATER OCCURS; SHIM(S) SHALL BE CONSTRUCTED
- -
A V,
(;
2. ADEQUACY OF THE EXISTING STRUCTURAL2XFRAMNG
X:OPERABLEPANEL OFHIGH DENSITY PLASTIC ORBETTER.
:?.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
0_
"
OR STEEL FRAMING ASAMAIN WIND FORCE -
O: FIXED PANEL -
: : 4.. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR,
' MUST BE MADE OF CORROSION RESISTANTMATERIAL
OR NAYS A CORROSION RESISTANT COATING,
O
qq
-.l a S.'.:
f- z
SYSTEM CAPABLE OF. WITHSTANOING'AND. -
TRANSFERRING APPLIED PRODUCT LOADS.TO THE "
8.HARDWARE.' 14GAMINIMUIJSTEELFRAIANGSHALLSEAS SHOWN IN
W
y
Z
—'
• .,
" FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER.
—OR- ARCHITECT OF RECORD..- --
'A..'HALF HINGES:(4) 6063TSEXTRUDEDALUMINUM 7ANCHORSCHEOULE' THIS SHEET.
B-LATCH LOCK: KEYED
-
o—l0
0I
—
4
-
C. DEAD BOLT. SINGLE CYLINDER`
0
�t3.iiAN02% SUCKS(WHFA USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY...TRANSFER ALL LOADS TO THE
0. SEE SHEETI FOR DESIGN PRESSURE CHART:
Q q
C
STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE
OR ARCHITECTOF
_
-
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SSS Lq
M '
RESPONSIBILITY OF. THE ENGINEER
_ .
- -
I
'RECORD:...
-
4:THE'INSTALIATION DETAILS DESCRIBEDHEREINAREL
,GENERIC AND MAY NOT.REFLECTACTUAL CONDITIONS
FORASPECIFIC SITE.'IF.SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTSDETAILED
HEREIN; A LICENSED ENGINEER OR ARCHITECT
-
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
'WITH THIS DOCUMENT..
ANCHORSCHIDULE
DESIGN PRESSURE RATING(PSF)
IMPACTRATING,
.WHERE WATER INFILTRATION
REQUIREMENT IS NEECEO
-WHERE WATER INFILTRATION'
I REQUIREMENT IS NOT NEEDED
NONE'
"dNIT IAUST BE INE TALLEO BENEATH AN APPROVED OVERHANG'
TABLE, OF ' CONTENT
'SHEET _
:DESCRIPTION.
I '
GENERAL AND INSTALLATION NOTES
Z
ELEVATION; ANCHORING LAYOUTS
3
VERTICAL CROSS: SECTION
'4
HORIZONTAL CROSS SECTIONS '
:
SUB
p00RFRMIE
TYPE
'SIZE,
''MANUFACTURER
ANCVOR
't�
EMBEDMENT
- EDGE'.
DISTANCE
-
ANCHOR CAPACITIES
STRATE
TYPE
SPE•CIRCATION
((M cu
(BR O11A
EUiSEDONi
-
SHEET' -
-
-
__MN:3.
METALsTEEC
TUBING 14 GA
FIN 2 BAR)
PAN HEAD. -
N0, 8
A$NF 878.8.4
(TAPPWGSCREWj
THREADS
PAST INSIDE
'SURFACEOF
3l8"'
I
N7N.93 KSI YIELD
STRNEGTH
MN.:
THICKNESS .
SUBSTRATE'
(V oO SCRFVV)
4VCODIMTH AMNIMUM',
2XWCOD
'PAN HEAD;,
NO.8
CR_
1"
12'
SPECIFICGRAVITYOF
FRAMING•RN(Z•BAR);
ASNE B18.13At .
'0.42.
(TAPPW G SCREW)
NOTES:,: -
1)'f-0R WOOD ORTAFANG SCREWSIFSH.ITTPIOIS'A CONCERN, ORLL'O.OB2' PVLOT HOLE(DIiILL;SRE45), . '
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LOCATED ABOVE:
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.
78 314' 4:' 4" IS APPROX 38
. .79 3/4' :MAX,E • .O BOTTOM OF DOOR LEAF AND THE DEAD O _
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A
,3. 3. _ ANCHOR LAYOUT :.
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Exrr•JZlaa,vlEw i
ELEVATION
.EXTERIOR VIEW - ..
.
- ANCHORING NOTES
•
Robert J: Amoruso, P.E.
FL P.E: No.49752
MINIMUM NUMBER OF ANCHORS IN JAMBS 1913.
1 I SPACING VARIES, BUT NOT -TO EXCEED
N8 TAPPING SCREW. ANCHOR PA
I I I SCREW MUST BE OF 1b' MAXIMUM O.C..
g8x2112`WOOD- .I. _
I l _'SUFFICIENT.LENGTHTO
SCREW 2 MI�IMUHINUMBEROFANCHORS'INHEAOANDSILL
I :'PENETRATE
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IS ANCHOR SPACING IES, 8 NOT T
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SIDE OF MOUNTING FIN,
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318" MIN. EDGE DIST. OTHERS)'318 I DIST.
OTHERS)—"{ ' M N EDGE
- INTERIOR, INTERIOR. - I '
N8 TAPPING SCREW N'TAPPING SCREW i
i18 X 314 SMS . • •.INSTALLATION ANCHOR
INSTALLATION ANCHOR
;• ��� 1 I i MI REPE (3) THREAD
THREE(3)THREAD.... - .. _.----_...._.
N. ENETRATI ON
RobeN'J. Amoroso, P.E:
MIN. PENETRATION - -
SEALANT TAPE SO BACK, EXTERIOR EXTERIOR - _
SEALANT TAPE TO BACK.
FL P.E.No.497S2
"KPr+i y
SIDE OF MOUNTING FIN` SIDE OF MOUNTING FIN
„ ,,,,, *�•
HORIZONTAL'SECTI011)
HORIZONTAL SECTION H STEECTUBINGSUBS7RATE
Dlgitallytlgoedyyeopert):
Amoroso
_
STEEI.TUBINGSU85TIL1TE'
.
'DNc cn•RoberU�Amoruso, o, -
ou=P.TC Product Design Group;
-
email-iobertGptc-corp.com;zw
-
Date: 2015.0&05 0950:29-04-
1/1a/2018 Florida Bulfding Coda:Online
I V"
Ow"
.. .. aeis Homo I log rn I Us¢ xeglswu0n, HatTeplts; Su mltgurchaLge Sfats&Fads„ Pubi[eiH. ` F9csta*. _SC6 Sife Map, Unks Search
dbFlodda
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USER: Public User'
FiRd"d Androvai dlonu >'FMductorAmtt.Vg%i Search'>'Auoilai Wfi Uet> ApplleaUOp Dauli '
SOY FL Jt F1.8888-I15
.Appi_Icatio(Type• Afflrnlatloi
;Code Version
Application Status' Approved
.'Comments'
...Archived;
Product Manufactuier 'ABTA DOOR CORPORATION -
Address/Phone%Email: 42SS. MCEVER INDUSTRIAL
DRIVE NW.
ACWORTH, GA 30101
(770). 974=2600. Ut 208
]FRENCH3@ASTADOOR:COM
'Authorized Signatyre ]AMES;FRENCN
]FRENCH3@ASTAD OOR.COM'
Techglcai Representative' ]ames'French
Address(PhonejEmail" po box 420
acviortti,, GA 301b1;
Jfren61h3 @astidoor cpm,
Aualfty Assurance Representative Mike Alvls
Address%Phane/Email P:Oc 136x420'
*worth, GA-30101
'(770)`974=2600 Ext 248'
r*4l@astadoorcdrh
Category Exterlor Doors
Subcategoryp Roil -Up Exterlor Door Assemblies
Compliance Method Evaluation, Report from a Florida Reglstered"Arthitect or.a Licensed
Aprlda Professlonal Engineer
valuationrt - Report Hardcopy Received -
Florida Engineer or Architect Name Who developed Elie ;Joseph H: Dixon; Jr'
Evaluation Report;
Florida' License PE-7768
quality Assurance Entity National Accreditation and Management Institute
Quality:Assurance Contract Explratlon Date 12131/20Is '
Validated. By Gordon Thomas, P.E.
Validation Checklist - Harcicopy Received
.Certificate of Independence I ;F e888 Rs COT Financial Index 102704.odf
Referenced Standard and, Year (of,Standard) .Standard. Year
ASTM E330 2062
DASMA'108 2002
Egulvalence; of'Product Standards
Certifled By :.
h,Hpsa/www.ftoridatiuliding.orglpHpr_app_dtl,aspx7param=wGEVXQty(DgtY.tsw8jR88rAiPac%2fuY-V8P6VVRl°/o2tflF%2fCo%3d; . 1/5
1/10/2018 Florida Buildi0g Coda Onifrie:
Sections'from the Code
I affirm that there are no changes In the nevi Florida Building
;Code which affect my product(s). and my product(s) are In.
compii5dce witfi the.new Florida Building Code.
Documentation from approved Evaluation or, Validation Entity yes No N/A
FLOWS RS COC.Affirm for F8C-6(1j.:2017 Pl8888 MIS.s.adf
Product Approval Method Method, l Option 0
Date: Submitted. 40/06/2017
Date Valldated, 10/06/1017
Date Pending FBC ApprovaF
-.Date-Approved . LO/07/2017
Summa .of Products
FL #'
'Mpdel, Number or Name
Description. .
BBBea
203 INfndlock Commerda_I,
Sheet
Maximum design pressure far 0' wlde by 21' high do`0r., lower
Door
'design pressures calculated for ip to 20' wide by 21' high
door.
Uri its of Use; ,
3nstai[ation instructions
Approved , for, use In HVHZ:'No
F1.80138 - RS II 27013:- 200 Series install sealed.vil
Approved for use outside HVHZ: Yes
1203:adF ,7.
Impact Resistant: No
Verified By: Joseph H. Dixon RE: FL• No: 7768.
Design, Pressure: +113.1Max/-113aMax ..
Created by Independent Third Party: No
Other: Design pressure at test door width of l6
_ +/-3S:0
,Evaluation Reports'
P
F18886 RS, AE- ER-07-0005-R3 02221Z 0011:o f
Created by Independent Third Partyr.Yes
httpsahvww.floridabuilding,org/pripr app_dU.aspx7paraniwGEVXQwIDgtYt w8JP6BrAIPac%o2fu`lV8PcWZl%o2fl1F%2iCc%3d(•
215':
1/10/2018 Florida
Building Code Online
Limits of Use-
Installation Instructions
Approved for, use in'HVHZ: No
FL8888' RS 11 77013 = 300.Series install sealed.od6
Approved for. use outside H_V_NZ: Yes_,
`FL8888 R5 ii- :29031 300 SerlesodF
YmpacE ResisfanN No,
VOW By: Ioseph'H Dixon RE R-No.,7768"
Design;Pressure: +118,1Max/-ill.l,
Created by Independent Third Party. No
Other: Design pressure -at .WA door width of 16'f
= +40 0./' Evaluation Reports
-37 0 psf
FL8888' R5 AE ER-07 6005-6022212'-- 0011,ndE
Created by Independent Thlyd Party: Yes
888.8.6_
418C Rolling Steel Ser:i_ice
Door (1W
Maxlmum'design pressure for; 8'.wlde by 21' highAoor Lower.
Gauge - Curved_ Slat)
design pressures calculated for up to 24' wide by 2P high.
door.
limits of use
IrrsfallationYnstrucHogs
Approved.for, use in HVHZ: No,
FCeeeB RS ti 27013 = 400:600 Series rnstall sealed.odf'
Fr88881 R5 it 27013 400C sedes.sealed.odf'
ApPrdved for use outside HVHZ: Yes;
Impact Resistant: No
Verified By: Joseph H. Dixon RE FUNo. 7768
DesignPressure:t132.2/-132.2
Created by. IndependentThird Party: No -
Other: Design pressure at test door width, of 16
- +TI_%r 32 9
Evaluation'Reports
Of.R
8888' RS AE ER-07 000S=R3 022212' 0011.odf
Created byindependentThird ":.Yes
8688.7
41OF Rolling Sheet Seivlce
Door (18
Maxin-um design pressure for B' wide dy 21' high door LoWbt
Gauge,_ Flat Slat)
design pressures calculated for up to 24' Wide by 21 high
door. '
Limits of:Us®,'
-
Installation instnicttons• -
Approved for use fir HVHM No
`A 9888• RS iI 27013-'400.600 Series fiitall sealed.od-
:FL8888 'R5 IL77013 40OF seriessealed.od
Appfoved•for.use outside HVHZ: Yes
Impact Resistant: No
Verifled By: Joseph' H. Dixon P.E. FL.No. 7768
Design Pressure: +127.6Mair/-127.6Max
Created by IndependentThlyd Party: No
Other: Design pressure it door width, 16'
=.'+/-4g.3
EvaluaHon.Reparts
psf
F888B R5_AE"ER-07-0005-111022212 001todf
68888,
1420C Rolling Steel Service
Gauge - Curved.Siat)
Door (20,
Maximum design pressure for 8 wlde by, 2V high door. Lower
design pressures calculabed for up,to 24' wide by 21' high
door.
Limits of use
Appiovedfor use in HVHZ: No
Approved.for use outside HVHZ: Yes
impact Resistant: No
Design rgmtura: +124.5Max/-124.5Max
Installation Iostructions
Fr 80 6 R5 rr 27013-460:600'Series Install sealed.odF-
ELB880 R5 II 27013 400C series sealed.odF
Verifled By, Joseph H. Dixon P.E. FL.No. 7768
Created:by Independent Third Party: No'
Other: Design pressure at test do _r wldth of 16'
= f_/-32.2 _.
_Evaluation Reports
psf
F18888 RS AE Ertl-6005.113 022212 0011.odf
Created by.IndependentThird Party: Yes
8888.9
420FRo111ng Steel Sery
de`Door'(20
Maxlmurfi de-sign'pressure for 8' wide by 21' high door. Lower
Gauge - Flat Slat) ..
design pressures calculabed for up to 24' wide by 71' high
door.
Limits'of Use,
Installation Instructions, '
Approved'for use in HVHZ: No
F1.8888 R5 11 27013 - 400.600 Series install sealed.odf
FL 8888 R5 II 27013 40OF series sealed:odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +119.31wlax/-119.3Max
Verified By: Joseph H. Dixon P.E. FL.No. 7768. .
Created by, Independent Third Party: No
Other: Design pressure at test'door width. of 16:
psf '
_ +t-871
Evaluation Reports
F18886 RS' AE ER_07'=0005-R3 072212 0011,ndf
Created by Independent Third Party: yes.
.8888.10
422C Railing Steel Service
Gauge - Curved Slat)'
Door (22
I{
Mazlinum design pressure for 8' wide by 2V high door. Lower
design pressures.calculated for up to 24' wlde by 2V high
door. .
Limits of Use JI
installation Instructions.
Approved for use in HVHZ- No
FL8888 R5 II' 27013 - 400.606 Series Install sealed nd r
FLOWS R5 ti 27013 400Cserles'seaied.odf
ou
Approved for use tside HVHZ: Yes
Impact Resistant: No
Design Pressureq+118.2Max/,-118.2Mak .
Verified By: Joseph H'. Dixon P.E. FL.No.:776B
Created by Ind`ependentThlyd.Party: No
Other: Design pressure at test door width oF'16',= +17 31.6,
Evaluation'Reports
psf
FLUBS R5 AE ER=07-000 _R3 022212 0011:odf
Created by Independent Third, Party: Yes
68.88.1i 422F Rolling Steel.SeMce door (22 Maxlnium'deslgn pressure'for 8'"wide by 21' hlgh door. Lower .
Gauge = Flat Slat) design pressures calculated. for up to 24' wide by 21' high
door.,.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI8888 'RS ii 77013 - 400.600 Series Install sealed. —I '
Approved for use outside HVHZ: Yes Fl�888 RS Ir 27013 40OF series sealed.odf
Impact Resistant: No Verified By Joseph H. Dixon P E FL,No. 7768
Design Pressure: +.112 5Max/-112.5Max Created by Independent Third Party:, No,
Evaluatlori Reports: ,
https9/www.floddabuildlrig:arg/pFtpr,app_dtl.aspx7param-wGEVXQwto4tYiswejP6BrAIPac%2fiiYV8PcWLl%2fliF%o2fCc°A3d *5
i
i
1M02018 Florida Building Code Online
Other• Design pressure at test door width -of 161_;= +/-46 4 F18888' R5. AE R- 222 07-0005-R3 022
psf I ;Created by. Independent•Third Party: Yes.:
868642
424C Rolgng it e1 Se
k Door (24
n Maximum desigpressure for S' wide by 2V high door. Lower
Gauge -,Curved Slat);
design pressures calculated for up 1pdZ4' wide by 21' high
door.
Lfinrts'of Use'
Installation Instructions -
Approved.for, us® In HVHZd No.
FL8888 RS Jr27013 = 400:606 5eries'Install sealed.odF'
ApproveId for use outside HVHZ: Yes
FL8688RS ii'27013 400C series sealed.odf,'
Ifnpaet Resistant: Na .
Verified B - Imph H.:Dlxon .FL:No: 7768 _
Deslgid Pressure: +110.8Max/-110 (JMax
Zedated by Independent_Third Party: No
'Other: ,Design pressure at test door tniidt_h;of 16.
_:,+/-31,0
Evaluation Reports,
psi
Fl A888 :R5- AE ER 07-0005-13 62; 212 .0611.ni7R
Created by Independent Third .'Party:. Yes
8888 13
424F Rolling Steel Service.
Door (24
Maximum -design. pressure for 8' wide by. 21' high door., Lower
Gauge = FlatSlat)
deslgn;pressures calculated for up to 24' wide by 21' high
..
...
...door'
. .
Limns oEUse
Installation instructions,
ApproGea,forifseWHVHZ:No
E9886 RS tI-27013'=400.600SeriesInstallsealed.odf
FLSUS6 R5 It 27013 40OF series sealeclaW,
Approved for use outside.HVHZ ,Yes'
Impact Resistants No
Verlfled By: 3oseph H Dixon P.E FL No. 7768
Design Pressure: +165. Max/-105.3Max
'Created by IndependentThird Party No,
Other - Design pressure at door width of 161-.
+/-45 0
Evaluation Reports•
psi
EIR888 RS AE ER-07-0005-R3 022112 601i:ndf
Created. by Independent Third Party:'Yes
8888 14. , .
618Insulated Rolling $eel
Door, (18 Gauge); .
Service,
Maximum: design pressure fore' wide by 24 high door Lowee,
design pressures calculated For up to 24 wide by 24' high '
door. .
Limits.of Use
Enstallattan Instructioris'-
Approyed,for use in Mika No
F 9888 R5, H 270131- 400.600 Series install sea_led.odF
Approved for use; outside_ HVHZ Yes.
R_g888 RS-,H 27013 600 series'sealed.odf
ImpacE Resistant; No,
Verified By:Joseph H. Dixon P.E., FL.No, 7768-
Design`Pressure: +198.BMax/-198:BMax,
Created by Independent Third Party: No,
Other.Design pressure attest door width of 16.
_ +/-51 8
Evaluation Reports! -
psi•
,FL6886 RS 'AE ER-07-0005-R3 02222Z 0011.ndf,
Created by In dependentThlyd Party: Yes
8888AS 620 Insulated Ralling Steel Service. ' Maximunt.design pressure for 8' wide by 201gh door. Lowel
Door (ZO Gauge) deslgn'pressures calculated for up to 24'• wide by 24' high
hoar.
Approve Use Installation Instructions
pproved'for use'in HVHZ: No.. Fl R888 R5 II' 27013-"400:600 Series Install sealed:odf
Impact i R for use c utside.HVHZe Yes .... Fl 8888 RS II' 27013 600 series sealed.odF
A
esistabte No - Verified By: 3oseph H. Dixon P.E. FL.No. 77. 68
Design Pressure: +187.7Ma1y-187.7Max Created by Independent Third Party: No
Other:,Deslgn pressure at te-stdoor width of I.6 +/;50.8• . Edaluation'Reports
psf' ... Fl 888& PRn AE ER-07-0605-R3 W2- 212 0011,01"
Created by Independent Third Party: Yes' •'
8B88A6 ' 622-Insulated Rolling Steel Service, Maximum design pressure for 8' wlde.by24' high door Lower ,
Door (22 Gauge), design pressures calculated For up to 24' wlde by 24' high.
door.'
Limits elf Use Installation Instructlons
Approved fat use in HVHZ: No FL8888 R5 II'27013 - 400:600"Series Install seaied.odF
Approved for use -outside HVHZi Yes "FL8888, 'RS dl '27013 600 series sealed.odf
Impa-ct ReMstarit5 No Verified By: 3oseph H. Dixon P.E. FL.
pesign;Presstrres.+178.9Max/-178.9Max, ' Created byIndePendentThird ParLy:;No' . .
Other: Deslgn pressure attest door width of.15' _ +/-50.0 . ' Evaluation Reports
psf. FL8888 AS AE ER-07-0005-R3-A22212 0011:odf
{ Created by Independent Third. Party: Yes
Contact us:: 2601 Blair Stone Pnad. -allahassee a 32399 Phone: BSO.4117487d
Thu stato of Flodda1s.in AA/E ,-omployer. Coirvrlafit 2007-2013 State of Florida.:: Prhracv Statement : Accesslblllty Statement:: Refund statement
Under Florida law, emailoddresses are ppbiic records. if you; do�not want your e•mall address released In'respense to a publlc-records request, do not send electronic
mall to thls entlty'. Instead, contact the office by phone or.t y tradltlonal mall. if you have any questions, please contact 850.487.139S: -Pursuant to Section '
•'455.275(1), Ftodda Statutes, effective October 1, 2012, licensees licensed underChapter,45; F.S. must provide the Department with an small address If they have
ohs. The omalIs provided may be used far aMcial communicationwiththe licensee. However email addresses am public record. If you do not wish to supply a parsonal
.. less ,p p , try P ;y' _ please dldi hem p y apter 455, F.S:, ...
add tOsa. mvlde ope aitment Ith,an email address.' hlch con ba made avallable to the- ublic. To determine if au are a licensee underCh,
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Permit # 1804-0571
Tony Doran
Response Comments
Survey correct, homeowner revised order to 3436
Invoice, application, and engineering Zng
flectingthe change
The building 24x36, with 6 inch over
Carports Anywhere is pulling the concrete permit.
Engineering reflecting the detail 1 sheet 3 the minimum edged distance from
the slab edge to expansion anchors.
4I./M I
ST. Lucie County, Permitting
��irfiir �oti
Planriing.B Deyelopment.Services
Building & Code Regulation Division,
2300, Virginia Avenue;
Fort Pierce, FL 3498
Phdhe:(772)46272172 •Fax:j772)462.6443
PROPERTY INFORMATION
Address: 5401 Old Dixie Hwy
City / State / Zip: Fort Pierce, FI 34946
Parcel #: 1408-701-0033-000/7
Zoning: RS-4
APPLICATION INFORMATION
Permit Number: 1804-0571
Permit Type: METAL BUILDING (1 STORY ONLY)
REVIEW COMMENTS
1
Owner(s):
Charlotte A Doran / Tony E Doran
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 27 Block:.
Stories:, Automatic Sprinkler System? No
CONTRACTOR INFORMATION"
Contractor Name: Jame's J Player t `aU:,',I�county
C�iE®Fax Number: `229-248-4002
Business Name: Carports Anywhere Inc
6 NagBusiness
Addr: Po Box 776
Email:
Permitting
City / State / Zip: Starke, FI 32091',
REVIEWS AND COMMENTS
Review Tvae Status Reviewed
By Date Started Date Completed Date Released
(Givens
DOCUMENTS MISSING PENDING Deanna
4/19/2018
4/19/2018 ' Comment: VEG PERMIT SENT TO ERD
ENVIRONMENTAL REVIEW PENDING
Comment:
FRONT COUNTER REVIEW COMPLETE Deanna
Givens 4/19/2018 4/19/2018 4/19/2018
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Jpi, Inc
617/2018
5/7/2018 Comment: 1) PLEASE SHOW ON SURVEY,�THE
SIZE OF THE SLAB FOR THE METAL BUILDING AND THE FOOTPRINT
OF THE METAL BUILDING.
5/7/2018 Comment:' 2) PLEASE SHOW ON PLANS,
DETAIL 1, SHEET 3, THE MINIMUM EDGED DISTANCE FROM THE SLAB EDGE
TO EXPANSION ANCHORS.
ZONING REVIEW INCOMPLETE Lydia Gai
braith 4127120,18
Comment: P� IT APPLICATION AND PLANS
HAVE CONFLICTING INFORMATION.
�KtATION INDICATES A 24!X30'
METAL BUILDING
VYE SURVEY INDICATE A 24'X35'
METAL BUILDING WITH 24'X20' CONCRETE APRON
4/27/2018 HE PURCHASE STATEMENT
INDICATES A 24'X31' BUILDING WITH OVERHANG. NO INDICATIONS HOW
U CH OVERHANG. .AL
PAPERWORK WILL NEED TO
MATCH. WHAT IS THE CORRECT SIZE OF THIS BUILDING? IF SURVEY
` H THE WRONG SIZE CORRECTIONS
WILL BE REQUIRED.
4/27/2018 Comment: VARE YOU DOING THE CONCRETE
AS WELL OR WILL THIS BE A SEPARATE PERMIT?
4/27/2018 Comment: PLEASE BE AWARE THAT ABOVE
COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS
EXAMINER MIGHT HAVE ADDITIONAL
COMMENTS.
�;0A�s 6r1 ee�ch e�lc�
sys��- cerrechQ
�6-q J"Uelr"oll
aAll
c REVISEOORDER""`
""CarportsAnywhere Is Pulling Building Permit For Customer (Building &Slab Only). As Built Stamped (Permit) Drawings Are Required"""
wve,mcarponsa nywhere.com
10858 SE County Rd 221
Starke, Florida 32091
Phone:3S2.468.1116
Far. 352468.1113
Dealer Eversafe Buildings Dealer Phone No. 1-800-374-7106 Date 1/5/2018
Customer Name Tony Doran Coonry st.lucie Tax %(Where Installed)
Main/BIIIIngAddress 703.RamieCt Gty Port SaintLucle State FL ZIP 34952
Building Site Address S401Old DixieHWY City Fort Pierce State FL ZIP 134946
Phone, Work (772) 370.6868 Home Other
UNITSIZE W. 24 L 36
Ht, 14 Ga: 14
An Orders t.o.o.
COLOR TOP Galvalume SIDES Lightstone/ TRIMllvaltime
Price
$11,990.00
Base Price
24e x 361 x 141 (14Ga) with Overhang
$3,890.00
Cenified
- - - - - - ISO Inph
Roof Style
Vertical
$700.00
End'
Full End Horizontal
$1S3S.00
End
Full End Horizontal
$1,535.00
—j
Side
Full Sides Horizontal
$600.00 .
Tax
7791.29
Side
Full Sides Horizontal
5600.00
I
I
1
Subtotal
Window Side Frame
Quantity.
15%Down
Payment 0efore
$1,747.10
Roll up Doors (Front Endwall)
Quantity., 2. Size: 10' x 13e Certified
$2,500.00
..
..
.. - ,
Tax
10
Side Door Header
Quantity:
Total.
DoorHeader5eal
Quantity. 2 Sizes: 10e
$80.00
Entry Doors
Quantity. 1 Size:
1 36" 9 80" Certified
$200.00 .'
As Built Stamped
$300.00
Anchors - -
- Type.
Concrete
(Permit) Drawln
Panel Cut Fee ,!
Quantity:. Size:
Roof
Balance Due at
Installation .
' " 'r3 '=Q
1
Zoo .
Installation
Yell
Delivery
Sheeting
26
n e
I
1
i
1
Color Match Fasteners
Ye$
n/e
Insulation.
Main Building: 2/4" Roof Only
Lean To: None
$910.00
Foam Enclosures
. Ridge 8, Eaves
lose
$70.00
Roof Pitch
3/12
n/c
I
Drawings
As Built Stamped (Permit) Drawings
I
5%Discount
- Ya
-$630.00
[ Total:1
$11,990.00
NOTE: FRAME IS 1 FT. SHORTER THAN ROOF LENGTH
Buildin T e/Use
Roof3tvle Regular
InstaOatienType--.---•- �^
Paver liable, A 1� IG. -
Boxed Eave
X Ground
Uncertified
Vertical
Asphalt
Certiried
X
Other
Garage/Workshop,
ProZoned:
X
Residential
OIIYUIIYI] r'Urte.l'INJC e,V1Y 1 rtNV 1
(� f, fa 0 n1g This rchase agreement (the "Agreement") is made by and.between.Carportsanysvhere of North Florida
and Tony Doran (the "Buyer"")
el�Ta eesTher being fuDj educatedobotet Czrpod erywher—dous products including the fourteen 114) Bauge.hvehv(121 gauge, and
cMtg unRed,tobuy,andCeeportwnyrhereagreestosleI4pursuanttotheterm Ustedinthis Agreement.thehemdesmDedabove.
Buyerhat read and understands the terms of this Agreement, fndudmgthe terms and conditions contained on the reverse side of this document
chtenmtareeaprrssryincor aac�ed herds by reference. as vier, as any and all relevant wm arranty lnfom+adcn, and agrees to be bound bysae.
Customer. 7tay •_�' /f°' �,&at, Nandmwsc ,
rmait tonvedoran@aol.com ey
Marc Bronstein
(I)
c DocuSi n Envelope ID: B9C46417-B18F-469A-8C79-55C5402789DB
Gustomer: l ony Doran.
Date 8/31/2018
ADDENDUM
Confirmation of building specifications and other information
,/N& Buildinj Design S ecifications
E V E RSAF EI Door and Window Locations Roof Type
10' x
10' x 13'
FRONT R
Note: Walk door and window locations are approximate and may change
field: If a.walk door'or window does not fall between two legs, a $75'hee
•,$50 fee for windows will be charged.
BACK
3' 31'
LEFT
1' 1
SIDE
htlywhen installed in the
fee for walk doors and a
REGULAR
OOXED SAVE
VERTICAL'
Side and End Sheeting Type
10
I
Building Color Selections:
Factory/Contractor: Carports Anywhere
Walls Lightstone FL Licl nce #: CBC1251995
Roof Galvalume
Trim Galvalume
Note: Obtaining a drainage plan, site survey, site development plan, floor plan
and -termite treatment are Buyer's responsibility.
I
*Note: Any revisions made to the building after one week of the.date on. this document that impacts the dravrings may result In an additional charge for new plans.
5;;
lgned by:
Signed �OVa�n, Date 8/31/2018 4:'27:19 PM PDT
Tony Do C2CCSE4F998A488...
I
Eirersaf® Buildings 4651 Woodstock Rd. Suitt 2013 Roswoll, GA 30075
s
I
(REVISED) Doran, Tony PO (Eversafe Buildings)
Valerie Bermudez <vberM-U- dez@eversafebu.ildings.co.rrl>
Wed 9/5/2018 12!49-PM.
To-.weloveourdealers
2 attachments (273 KB)
Door & Window Layout' (Doran, Tony) R.PDF; Doran, Tony PO (Eversafe Buildings) R.PDF;
Please find attached a revised order for Tony
The customer has made the foIlowing- changes: Inc,.,reasedsbi.dgssizeitog3 i
If there are. any questions about the order please cal us at.1-800-374-7106.
Sincerely,
Valerie Bermudez
EVE RSA- FF
Eversafe Buildings
A Longlife Steel Buildings company
Phone 1-800-374-7106.Ext 33.3
Fax 17800-374-4694
vbermudez@eversafebuildings.com
www.eversafebuildings.coin
l '
Tony Doran
A
Confirmation of building s
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EV E MAF E Door and Window Locatic
Building Color Selections:
Walls TBD
Roof TBD
Trim TBD
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Date 1/17/2018
i�ENDUM
clflcations and other information
Design Specifications
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Side and End Sheeting Tvpe
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Factory/Contractor: Carports Anywhere
FL Licence #: CBC1251995
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Note: obtaining a drainage plan, site survey, site development plan, floor plan
and termite treatment are Buyer's responsibility.
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'Note.. Any revisions made to the building after one week of the date on this
Signed
that impacts the drawings may result In an additional charge for new plans.
Date
Tony Doran
Eversafe Buildings 4651
Rd. Suite 208 Roswell, GA 30075
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JOSEPH E. SMITH, CLERK O HE CIRCUIT COURT - SAINT LU 1 COUNTY
FILE # 4426026 OR BOOK PAGE 1136, Recorded 04/1•.;,-'1018 12:39:43 PM
RECEIVED I I
Permit No.
State of Florida, County of St. Lucie
The Undersigned hereby gives notice that in
Chapter 713, Florida Statutes, the following
Legal Description of property and address if available
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General description of improvementsyarage
owner/lessee Tony 8, Charlotte Doran
Address 5401 N Old Dixie Hwy Fort Pierce, FL 34946
Interest in property. Owner
Fee Simple Title holder (if other than owner)
APR 19 2018
Lucie County, Permitting
Property Tax ID No. 1408-701-0033-000-7
will be made to certain real property, and in accordance with
I is provided in this Notice of Commencement.
1 N Old Dixie Hwy Fort Pierce, FL 34946
5- 2 T + 28 tOF- W &S
Address n
Contractor James Player d fILl C�WWGyA Q It L Phone # 352-468-1116 .
Address PO BOX 776 Starke, FL 32091 �T Fax #
Surety Phone #
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Address Fax #
Amount of Bond Q
Lender ,_— _ _ Phone # - Ex 9
Address
Persons within the State of Florida designated by Owner
by Section 713.13 (a) 7., Florida Statues:
Name
Address
In addition to himself, owner designates
#
Fax #
whom notices or other documents may be
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Phone # .¢- r n: u
Fax #
Fax #
to receive a cop
y of the Lieaor's Notice as provided in Section 713.13 (1) {b}, Florida Statutes. Expiration date of notice of
commencement Is one year from the date of recording unless a different date is specified. WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CH.713.13, F.S., AND CAN RESULT IN YOUR PAI iNG 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,;FINANCRdG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE, COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCMENT. I
()wner/CesA, oifoVnfr's or Lessee's Authorized OtRcerlDirector/PartnerlManagerl Signature
Signatory's Tide/Office
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ate of Florida, County of
owledged before m his , day of 20 a , by
o is personally known me or who has produced ;, � _ as identification.
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Signature ofNotafy/ Type bdPrint Name of Notary jSejIL,
Title: Notary Public Limission Number "° "hy� ANNEMARIE SINGER
Notary Public - Stata ol.florida
t' • = commission +� GG 065884
.,"'soc,.drA: My Comm. Expires Mu22, 2021PF
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PAID IN FULL
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RECEIVED�
APR 19 2018
Si. Lucie County, Per( 1W[1p