HomeMy WebLinkAboutREVISION-CHANGE 5V METAL TO STANDING SEAM OFFICE USE ONLY:
DATE FILED: PERMIT# a )O 9
REVISION FEE: RECEIPT#
PLANNING& DEVELOPMENT SERVICES ' �c
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE,
FORT PIERCE, FL 34982-5652
(772)462-1553 1. ``~ *�;•
VISO
APPLICATION FOR BUILDING PERMIT REVISIO � �ry
PROJECT INFORMATION
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LOCATION/SITE< ,.
ADDRESS:
13 a 1 LaTve.
DETAILED DESCRIPTION OF PROJECT
REVISIONS: (� r
Cana o,%^ Rq �;V mc�n� C'00 r �o S�0.n��rq SQam$
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: Q D�S3 ST. LUCIE CO CERT. #:
BUSINESS NAME: Ure t ' n
QUALIFIERS NAME: ,n Q
ADD SS:
CITY: STATE: T to q ZIP:
PHONE(DAYTIME): 7%,2-- 3`j0- ?770 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS: LorLe re. �Y
CITY: r o; i e c cR STATE: ZIP: 3 qrt 3
PHONE (DAYTIME: J 7a- a 6 (t 3 4( FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9123109
Revised 06130/17
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Product Aoprb%vaj Menu>Produc['ocAoy icatori"Se5rdi s Ap�ilication List>Applieatfon Detail: e Y
L20484-R2
i FL# F y�
~� — = Application Type
pe Revision ,
Code Version 2020 r�'�.�T•�
Application Status Approved �+�� .
Comments i `~
'Archived
Product Manufacturer uNION CORRUGATING:COMPANY . ` k
Address/Phone/Email 701 S.KING ST.
1,.
FAYETTEVILLE,•NC 28301 ��
(910)813-2432
rblake@'unioncorrugeting.com
Authorized Signature Randy.,Blake
rblake@unioncorrugating.com
Technical Representative
Address%Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category _Roofing
Subcategory .Metal Roofing
Compliance.Method Evaluation Report from a:Florlda Reg istered:.Architect.or a`U'c6sed'Florida
Professional Engineer"
Evaluation Report.=Hardcopy Received,
Florida Engineer or Architect Name:who developed;the Bala Sockalingam
Evaluation Report.
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc
Quality Assurance Contract Expiration Date 09%07/20�7
Validated By Yoosef.Lavf P..E:';
Validation Checklist:=Hardcopy Received
certificate'of"Independence iFL20484 R2.COi Certificateindebenderimjp f.
Referenced'Standard and'Year(of Standard) Standard Year
FM 4470 2016
TAS 125 2003
UL 1897 2a12
UL 580 2006
:Equivalence of Product Standards
CertifiedBy
Sections front the'Code
Date Pending,FBC APP royal 10/22/2020
Date Approved. 12/16/2020
Summary of Products
1 FL# Model, Number'or Name Description
2048 4.1 5V Min 26 ga.,24"wide through fastened.panel over 15/32"thick
plywood
Limits of.Use Installation Instructions
Approved for use in HVHZ: No. iFL20484 R2:II Evaluatfonkenorit!461.i pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam,'P.E' 62240.
Impact Resistant N/A treated by Independent Third Party:Yes
Design Pressure:+N/A/-169 Evaluation Reports
Other:Uplift load of 7110 psf @ fastener spacing of 24"o:c.& FL20484 132 AE Ev616ationRe0ortC2401' 1:od
1:69F 6 psf.@ fastener spacing of 6"o.c. I Created by Independent Third Party Yes
116
20484:2 V °Advantage=Lok II T i Min 26 ga,16 wide concealed fasten_ed.:panel over? 'thick:,
&thick plywood,
Limits of Use Installation Instructions.
Approved for use in HVHZ :No: FL20484 R2 II Evalu6tlonReportC2401 2.pdf.
.Approved for use outside HVHZ:Yes Verified By: Bala SDckalingam P.E.62240 I
Impact"Resistant:N/A i Created by Independent Third Party:Yes
Design Pressure:-+N/A/.-131.5 Evaluation'Reports
Other:,Maximum uplift load of 131.5 psf @ seam fastener FL20484 fR2'AE EvaluationRe2riC2461 2;pdf
i spacing of 475/8"o.c.along'seam into min. 15/32".thick APA Created by Independent Third'Paity:'Yes
rated plywood with retainer strap.
`20484.8 Aluminum Advantage LokII Max 16 375"wide,nom 0 032"'thick(min)aluminum
concealed fastener roof panel aver min 15/32"thick plywood
deck-or 1/16"thick OSB. j
Limits of Use }Installation Instructions
.Approved for use in.HVHZ: No, FL20484 R2-IP EyaluationRepoitC2401 3.odf
Approved.for use outside HVHZ:.Yes Verified By:Bala Sockalingam P.E.62240
-Impact Resistant:N/A. Created by Independent Third Party.:Yes
i Design Pressure:+N/A/-93,'S, Evaluation Reports
I Other::Uplift load,of 22.5.psf at fastener spacing of 18:5"o.c, FL204B4 R2.AE:.Evaluation ReportC2401 3'.Pdf
and 86.0 psf at fastener:spacing of 4 63'o.c.in 15/32' Created by,Independent Third Party:Yes I
plywood or 7/16"OSB uplift load of 93.5 psf at fastener N
spacing of 4 63"o.c with adhesive in 15/32"plywood.
20484.4 i,Aluminum.SL150 'Max 16".Wide,nom 0.032"thick(min );aluminumn-snap-lock
standing seam metal panel over min 15/32"thick plywood deck
or 7/16 thick 05B
Limits of Use Installation Instructions I
.Approved formse in HVHZ:'No FL20484 R2>IL E�aluafioni2eporiC2461. 4.pdf i
Approved for use outside HVHZ*Yes Venfled By.: Bala 5ockalingam P.E.62240
Impad:Resistant:N/A Created by Indepen',dent Third,Party;Yes
Design Pressure: +N/A/-86 Evaluation Reports
Other:,Uplift load of 45.0 psf of clip spacing of 24"'o.c.and FL--20484 R2:°AE EvaluationkeportC2401 4.pdf
78.5 psf..at clip spacing of 6"o.c.'in 15/21T plywood or7-/16" `Created-by IndependeniThird'Party:Yes
OSB.Uplift.load of 86.0'psf at clip spacing of 6":o:c.with
adhesive In 15/32"plywood.
20404.5 MasterRib Min 29 ga 36' wide through fastened panel over 15/32"thick
{{ plywood or 7/16 thick OSB
Limits.of.Use Installation`instructions
Approved for use in.HVH2 No FL20484 R2 "dI EvaluationReporb=401 5, {
Approved for use outside HVHZ:Yes Verified By: Bala sockalingam;A E.'62246
Impact Resistant N/A Created by Independent Third Party:Yes III
Design Pressure +N/A/-124. Evaluation Reports c
i Other: Uplift load of 56.6*psf,@`fastener spacing of 24"'6.c:& FL20484 R2-SAE Eva1uati6nReportC2461 5:pdf
124.0 psf @ fastener,spating of 6"o:c. �- treated by'Indeperident Third Party:Yes
2 4 6 MasterRib Min 29 ga:,16 wide through fastened panel over 15/32"thick
plywood
Limits'of Use InstallationTnstructions
Approved far use in'14VHZ:'No FL20484 R2.II EvaluationReportC2401-G.Ddf°
Approved for use outside HVHZ:Yes Verified By Bala Sockalingam,;'P:E 62240
.Impact Resistant:N/A Created by Independent Third Party:Yes.
t Design Pressure: +N/A/-88.5 Evaluation Reports
j Other:Uplift load of 56 psf for Fastening'5ystem 1.:Upliftload FL20484 R2_AE E4u6tionRepartE2401 6:odf
1 of 88.5 psf for Fastening System 2. Created by Independent Third'Party:Yes
30484:7 ML150 Max 16 5 wide min 24 ga.steel standing seam panel'-- over -
y 15/32"thick plywood
Limits of Use Installation'Instructions
Aodroved for'use in HVHZ6 No F1_20494 R2 II ` yaluatfonkeoortC24o1 7.pdf'
20484,8 _ PBR or R Panel Min 26'ga.,36' Wide'throudh fastened panel over 15/32"'thick
plywood
Limits of,Use Installation Instructions
Approved for use'in HVHZ: No lE20484.R2.3I.EvaluationReportC2401 8.pdf
I Approved for use outside HVHZ:Yes Verified By:.Bala Sockalingam P.E.,62240
Impact Resistant:N/A, Created by Independent Third Party:Yes
Design,Pressure: +N/A/-161:5 Evaluation,R®ports
p Spacing. FL20484 R2 AE EvaluationkepertC2401 810 f
Other:Uplift load of 30.o sE at fastener e,acin of 48"o.c.
and 161.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
20484.9 SL175 Max 16"wide,min 24 ga.,snap-lock standing seam metal
Panel Over.15/32".thick plywood
Limits of Use Installation'Instructions
Approved for use in HVHZ:'No F00484' 122'I EvaluationfteporfC2401 9:pi1f
Approved for use outside HVHZ:Yes- Verified By: Bala Sockalingam,P.E: 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure: +1\1/A/-93.5 Evaluation Reports
-Other:_.Upllft load of 39.8 psf.@ clip spacing(if 36"oic.:and FL20484 R2 iAE EvaluationReportC2401 9,pdf,
fff 78.6 psf @ clip spacing of 8' o:c with felt. Uplift load of 93.5 psf -Created by.Independent Third Party:Yes
@ clip spacing of 12"o.c:with self-adhering membrane,
EE- .r_( l
contact Us 7:'266i Blair Stone Road:Tallahassee FL 32399 Phone:550-487-1924
The State of Florida is an'AAJEEO employer.Lop ht2007-2013 Slate'of-Florida.::Privaty_:Statement:i Accessibility Statement::Refund SbtemenE
Under Florida law,email addresses are public records.If,you�do not want your a-mail address released*In responseto a.public-record s request,-do not send electronic
mail to this entity.Instead,contact the office by phone or by traditlonarmail.It you have any questions,.please contact 850.-187.1395.-N,suant to Section 455.275(1),
Florida Statutes,effective October-1,2012,licensees licensed under Chapter.455,F.S.must provide the'Department with an email address if they have one.The emalis
provided may be used for official communication with the licensee.However email addresses are oublicrecord:;if you•do'not wish to supply a personal address,please,
provide the Department with an email"address which can be'made available to the public,Tn determine if you are a Iicensee.under Chapter 455,F.s.,please click here.
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. . EVALUATION.REPOkƒ F }
. :SON CORRUGATING.CpMPA\¥
%6GA\ADVANTAGE LOK ' } { .
FLORIDA BUILDING CODE7T EDITION A0q .
LORI fk0#UCT APPROVAL
_ 4 2R2-
ROOF NG
iMIETAL ROOFING . } (
Prepared Fa: : -
. Union Corr g ting:Comppa y . . .
:101,84-Krit
Fayetteville C 830 .
T%phone::1}4 3 7 } ( \
'Fax: (9| 483 1 9!
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FL 20484.2-R2
C2401-2
10.10.2020
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: Advantage-Lok II Panel
Panel Description: Max, 16"wide coverage with l"high ribs
Materials: Minimum 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755). Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick APA rated plywood or
min. W thick wood plank (min SG of 0.42) for new and existing
constructions.Designed by others and installed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
Required for new construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt.For reroofing
(Optional) construction only.
Slope: l/2:12 or greater in accordance with FBC 2020 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 2:12.
Design Uplift Pressure: 30.0 psf at panel fastener spacing of 13-7/8" o.c.along seam
(Factor of Safety=2) 63.5 psf at panel fastener spacing of 9-1/4" o.c. along seam
78.5 psf at panel fastener spacing of 4-5/8"o.c. along seam
112.5 psf at seam fastener spacing of 4-5/8" o.c. along seam with
3/16"diameter bead adhesive in panel seam
131.5 psf at seam fastener spacing of 4-5/8" o.c. along seam into min.
15/32"thick APA rated plywood with retainer strap
Panel Attachment: #10-12 pancake head wood screws along panel seam. Fasteners are
corrosion resistant as per FBC 2020 Section 1507.4.4. Fastener shall
be of sufficient length to penetrate through the deck a minimum of
3/811.
Retainer Strap: 5" wide, 24 ga., 50 ksi strap fastened to deck with 2 rows of 410-12 x
1" long pancake head screws at 12" o.c. spacing and 6" staggered. The
strap is continuous over the entire corner or edge roof zones. Prior to
the panel installation, two rows of 3/8" bead of adhesive are field
applied along the length of the strap and a row of 3/8" bead of
adhesive on the male leg of panel.
Seam Adhesive: Sikaflex-201 or APS 500 Advance Polymer Sealant. In lieu of
Sikaflex or APS sealant, adhesive with greater or equal tensile
properties may be used.
FL 20484.2-R2
C2401-2
10.10.2020
Page 3 of 3
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems' or TAS 125-03 `Standard Requirements for Metal Roofing
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2020 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 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 for use of this product in High
Velocity Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2020 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: UL580&UL1897 Test Reports
PRI Construction Materials Technologies
UCC-006-02-1 Rev 1,Reporting Date 2/10112
TAS 125 Test Report.
Farabaugh Engineering and Testing Inc.
Project No. T302-16,Reporting Date 11/16/16,Revised Date 1/18/17
Project No.T303-16,Reporting Date 11/16/16,Revised Date 1/18/17
Project No.T304-16,Reporting Date 11/16/16,Revised Date 1/18/17
tax
NEW. UNDERIAY44ENI PhNFI_'OVER AP� PANEl.FASTENER: ROOF PANEL or um
SEE DETAILS 1 &. ,2 6,MAX. 12-7 8" G-C:.. vile., ....
u EXISTING UNDERLAYMENT I UST OSS 7/1S [HICK (MIN.)-.OR
(OPIIUNAL) SUPPORTS
M M c
(OPTIONAL) -EXISTING SHINGLES DECK aTIA UST T BE 'WO A40 PLYGD 15/32"IH!CK(MIN.}
RAFTER/40151/rRUSS DESIGNED'AND:INSTALLED
AT WV. 24" O.C. BY OTHERS
TYPICAL PANEL INSTALLATION X-SECTION
" NEW UNDEPIAYNENT 3f8 BEAD OF �2)3,8 BEAD OF t UJIRS
PANEL rASTEER` ROOF PMFI
ADHESIVE ADIITsNE4-5/a"
ERET9 I
�f8 4 4G ACC IU1X U.C.
IT-
1 i 6. LN
�RETAINER STRAP PLYl4CWU 15/32'THICK (MIN.). ii Eswm
u DECK ATTACHMENT'AND 5` 4Y DE,.24 GA.,
SUPPORTS MUST BE v'�Lo
DESIGNED.AND INSIA�I Ell RtFIER/401STf iP.U55, '41
BY OTHERS' AT MAX. 2.1' O.C. z aQc
PANEL INSTALLATION WITH RETAINER STRIP'
MIN 25 GA. PANEL
P,1U=12 PANCAKE HEA13
w`
.KE a a.
r �
t WOOD fASIENER ALLOWABLE UPLIFT PRESSURE. x o
NE8 U640.ERLAYr<JENT
ZXISIING SHINGLES: FASTENER MlINIMUM SCAM- RETAINER PRESSURE. w a
-- (OPTIONAL), SPACING SUBSTRATE ADHESVE STRIP (PSF) '.
i
ALONG RIB DIAMETER <
13-7/8- 7/16- OSS NONE NONE 30.0
3-1/4" 7/16' O58 -NONE NONE. 63.5 Ss�
EXISTING UNDERLAYMENI �4-5/8' 7/1a OSE' NONE- NONE. 78.5
q �
(OPTIONAL) DETAIL 1 OSB'7/160 THICK (MiN.) OR
PLYWOOD 15/32" THICK (MIN,) 4-5/8" '7/16'OSEI 3Ji6' NONE, 112.5 '
4- 8 tSf32'PLY T 3/8 REQUIRED
57 131,5
-SIKAFLEX 201
MIN 26 GA. PANEL OR EQUIVALENT
3/16" BF1+D.
GENERAL NOTES
l #10-12.'PANyA1E HEAD, 1. ARCHRECTURAL ROOF.PANEL HAS SEEN DESIGNED,IN ACCORDANCE WITH THE
WOOD.FASTENER FLORIDA BUILDING CODE (F8C);
NEW UlJDERIAYAJE)Jl 2:'ROOF PANELS ARE.SHALL BE 25 GA. EFFECTIVE`COVERING WIDTH•OF
EXISTING NINCLES 3 OF PANEL= 16".; THE ROOF PANELS'SHALL BE INSIALLEO OVCR SHEATHING & STRUCTURE AS
(OPTIONAL). SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SNAIL. BE DETERMINED FOR EACH PROJECT.,
THIS PANEL S'YSTEIl. MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LOADS ARE GREATER THAN:THE.ALLOWABLE.WIND.LOAD TABLE.
EXISANG UNDEP.LFYIAENT-J 5. ALL FASTENERS MUST'BE IN ACCORDANCE.WTTII THIS DRAWING & THE FLORIDA
BUILDING CODE. IF.A DIFFERENCE OCCURS BETWEEN THE'MINIMUM n we ems•
(OPTIONAL), -OSB'7/16"THICK.(MIN.)OR REQUIREMENTS OG THIS. DRAWING & THE CODE, THE CODE SHALL CONTROL DETAIL 2 PLYWOOD,15/32" tiCK (MIN, 0• RAFTERS JOISTS CZ401:-Z.
/ /TRUSSES .MUST BE AND
"T0 WITHSTAND WIND LOADS.A5
REQUIRED FOR EACH APPLICATION AND.ARE THE RESPONSIBILITY OF OTHERS..