HomeMy WebLinkAboutPRODUCT APPROVAL6/712017 Florida Building Code ONine
: Professional Regulation
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Product Approval SCANNED
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FL tit
- -- - Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida Ucense
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of. Product Standards
Certified By
Sections from the Code
R9S55-R3 f� F��
Revision
2014
Approved C 0 PY
UNION CORRUGATING COMPANY
701 S. KING ST.
FAYEITEVILLE, NC 28301
(91D) 483.0479 Ext 256
Jstleby@unioncorrugating.com
John Stieby
Jstleby@unioncorrugating.com
Structural Components
Roof Deck
Evaluation Report from a Florida Registered Architect at. a Licensed
Florlda Professional Engineer
Evaluation Report- Hardcopy Received
Bala Sockaiingam
PE-62240
Keystone Certifications, Inc.
12/31/2020
Yoosef Levi, P.E.
Validation Checklist - Hardcopy Received
enende
b3annero Year
ASTM E1592 2001
FM 4470 1992
UL580 1994
Florida Ucensed Professional Engineer or Architect
FL9555 R'[ Emuly TestEoulvalent C1999 37177 odf
FL9555-R3 �Eauly TestEciulvalent C1999 8 odf
hdps:lAvww.floridabullding.orgrprlpr epp did.aspx7param=wGEVXQwtDgtvOROQkZASREBEOgziUdl7kfspeFEUQhk%Bd
113
rya i
6712017
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/24/2015
Date. Pending FBC Approval 03/29/2015
Date Approved 06/23/2015
Summary of Products
FLO
Model, Number or Name
Description
9556,1
SV Panel
29 ga.,-24" wide, through fastened panel.over wood supports
Limits of Use
Installation instructions
Approved for use In HVHZ: No
FL9555 -R3 R Eva luationReoortC1999 3.odf
Approved 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 PSI @ support spacing of 2.4" o.c.
EL9555 R3. A Eval uailonR non 19 3.ndf
Created by Independent Third Party: Yes
9555.2
MasterRlb Panel
26 ga., 36" wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9SS5 R3 Il val atlon0. port i 4.odf
Approved for use outside HVHZ: Yes
-Verified By: Bale Sockalingam PE 62240 "
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/.47,2
Evaluation Reports
Other: Uplift load of 47.2 psf @ support spacing of 60" o.c.
FL9555. R3 AE EvaluationReportC1999 4.odF
R3 AE LSC1999 4.odf
-FL9555
Created by Independent Third Party: Yes
9555.3
MasterRlb Panel
29 ga., 36" wide, through fastened panel over steel supports
Limits of use
Installation Instructions
Approved for use In HVHZ: No
.FL9555 R3--1I EvaluntlanikeportC1999 9.Ddf
Approved for use outside HVHZI Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure; +27.11-37.7
Evaluatlon Reports
Other: Design load of 27.1 &-37.7 PSI at support spacing of
95 c .R3 a Oval uetlonWeportC1999 S.ndf
48"o.c.
R9555 R3 AE t5C1999 5.odf- -`
Created by Independent Third Parry: Yes
9555.4
MasterRlb Panel
29 ga., 36" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Ft95SS R3 II EvaluatlonRemnC1999 6.odf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Precsure: +27.1/-36.2
Evaluation Reports
Other: Design load of 27.1 &-36.2 psf at support spacing of
FL9555 R3 AE EvaluatlonReoortC1999-6.ndf
48" o.c.
FL9555 R3 As L90999 6.odf
Created by Independent Third Party: Yes
9555.5
MasterRlb Panel
29 ga., 360 wide, through fastened panel over nom. 1" x 4"
wood supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9555 R3 li EyaluatlonRedo"rK1999 7.odf
Approved for use outside HVHZ; Yes
Verified By; -Bala Sockalingam PE 62240
Impact Resistant: WA
Created by Independent Third Party: Yes
Design Prossure; +N/A/-138.9
Evaluation Reports
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c,
EL9555 R3 AE Eval uatlonikport 1 9 - l.odf
Created by Independent Third Party: Yes."
9555.6
,PBR Panel.
26 ga., 36" wide, through fastened panel over steel supports
Limits of Use -
Installation Instructions
Approved for use In HVHZ: No
FL9555 R3 H'EyaluationReoortCl999 B.odP
Approved 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/.52.5
Evaluation Reports
Other: Uplift load of 52.5 psf @ support spacing of 60.187"
F1.9555-113 AE Evaluoeonlicalm 1999.8 119
O.C.
Created by Independent Third Party: Yes '
Anal nxat
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W/2017 Florida Building Code Online
Contact Mnt Blnlr Slane Veld. Thltehessee FL 31399'Phone: a3N487de30
The State Of Fiudda la an AAyEUO employee faovrleht 21)P7•1013 State Of Fledda.:; PdveN Statement ;; AmecalblllN Statement II Ad" Statement
am
ProductApproval AOSAPtaI
®® KM M
SPCA rl11 3111-11 1
to • Xbllc0cmdl medial, do not send eIectmMe
�e contact SSO.487.1395. •Pursuant to Section
to Department with an amtll address It they Nv.
n Puead nowni. If you do net wlan to supply
To determine If you are a Ilcomme under Clupcv
httpslAw .Ooridabuildng.orglpr/pr epp ell.aspx7param=wGEVXQwtDgNOROQkZA5RE8EOgriUel7kfspeFEUQhk%3d 313
9
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
'26 GA. MASTERRIB PANEL'
OVER STEEL SUPPORTS
FLORIDA BUILDING CODE 5Tu EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 9555.2-R3
STRUCTURAL COMPONENTS
ROOFDECK
Prepared For:
Union Corrugating Company
P. O. Box 229
Fayetteville, NC 28302
Telephone: (910) 483-0479
Fax: (910) 483-8897
Prepared By:
Bala Sockalingam, 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 (2 Pages including cover)
Installation Details (1 Page)
Report No. C1999A
Date: 3.20.2015
'w
*
0F :w
a.'2�:
FL 9555.2-R3
C1999-4
3.20.2015
Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: MasterRib 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 coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c.
(Factor of Safety = 2)
Support Attachment: #12-14 x I" long self drilling screws with washers
At end supports @ 3.5"-5.5%3,511 o.c. across panel width
At intermediate supports @ 9" o.c. across panel width
Sidelap Attachment: '/4"-14 x 7/8" long SDS with washer @ 30" o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 'Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 'Resistance to Foot Traffic'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 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 this Evaluation Report. Refer to
FBC 2014 Section 1505 and current approved roofing materials
directory for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T163-06, Reporting Date 6/7/06
FM 4470 Test Report
ENCON Technology Inc
C1583-2, Reporting Date 7/24/08
PANEL FASTENER
® 9" O.C.
SEE PANEL SNELAP�
DETAIL
INTERIOR SUPPORTS
/—
x�
,-.
ASTERRIB
PP
/
MIN 16 GA STEEL —
(DESIGNED BY OTHERS)
END SUPPORTS
M04 16 G0. STEEL —
(DESIGNED BY OTHERS)
MASIEIRIB
PANEL
MIN 16 GA STEEL
(DESIGNED BY, OTHERS)
PANEL FASTENER ®'
3.5"-5.5"-3.5" O.C.
MASTERRIS
PANEL
TYPICAL PANEL INSTALLATION X-SECTION
PANEL FASTENER
® 9' O.C.
SIDELAP FASTENER MASTERRIB
1/4--14 SDS WITH PANEL
WASHER ® 30" O.C. PANEL FASTENER
J12-14 x 1" LONG
SDS WITH WASHER
MIN 16 GA STEEL
(DESIGNED BY OTHERS)
PANEL SIDELAP
SIDELAP FASTENER
® 30" O.C.
FASTENER
O.C.
FASTENER PANEL FASTENER 01
O.C. 3.5 5.5 —3.S" O.G.
UAX 60" O.C.
(SEE LOAD SPAN TABLE FOR
AWffiRE LOADS AND SPANS)
SECTION VIEW
GENERAL NOTES:
I. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE 26 GA (t - DO Y). EFFECTIVE COVERING WIDTH
OF PANEL - 36".
3. 'ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS
DRAWING.
4. REQUIRED DESIGN YAND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LOADS ARE GREATER THM THE ALLOWABLE DESIGN LOADS.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
'BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING &THE CODE. THE CODE SHALL CONTROL
6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REOtMED
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
7. 'PANELS MAY SPAN BETWEEN SAVE TO RIDGE SUPPORTS. OR RAKE TO RAKE
SUPPORTS.
6
e/712017 Florlda Build Code Online
SCANNED
BY m
Pro fessional
Regulation St. Lucie Cn) Intl/
ens Nem! Lap In User Replstmden - xet Toplm sulmit suNwrye strata aFfdf wWiutloruF9C eUf/ aCte site Mepl Links' Seercn
Anri��ProductApproval
r
ryeUSER: veeilc user
Produet Aegeval Menu > Pmdut er Anellotlon Swarth > AAolimem Us. > ApPputlon Pataa
FL p
FL9555-R3
- Appllcation Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer
UNION CORRUGATING COMPANY
Address/Phone/Email
701 S. KING ST.
FAYETTEVILLE, NC 28301
4910) 483-0479 Ext 256
Jstlaby@unioncerrugating.com
Authorized Signature
John Scleby
jstleby@unloncormgating.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category Structural' Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
v Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam
the Evaluation Report
Florida Ucense
PE-62240
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Yoosef Levi, RE.
Velldatlon Checklist- Hardcopy Received
Certificate of independence
B 9555 Ra COT Certificatelngeosindance.Dtif
Referenced Standard. and Year (of Standard)
Standard
;ym
ASTM E1592
2001
FM 4470
1992'
UL 580
1994
Equivalence of Product_ Standards
Certified By Florida Licensed Professional Engineer or Architect
FL9555 R3 Eauiv T s[ o Oval nt C1999 3T7ndf
F1,9555 R3 !E9uly TestEauivalent C1999 R.ndf.
Sections from the Code
htlpsJAvww.floridabuilding.orglprfpr_epp dtl.aspx7param=wGEvXQwtOgNOROOkZA5RE8EOgziUd7kfspeFEUOhk%3d 113
6=017
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/24/2015
Date Pending. FBC Approval 03/29/2035
Date Approved O6/23/2015
Summary of Products
FLO _
Model, Number or Name
Description
9555.1
SV Panel
29 ga., 24" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Fl 9FFG R3 R E aluationRenortC1999 3.odf
Approved 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 spacing of 24" O.C.
I Fl 9959 oa AE EvaluationRAnanCI999 3.ndf
Created by Independent Third Party: Yes -
9555.2
MasterRlb Panel
26 go.,. 36" wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL955S R3 R Evaluationfieo9rtQ999 4.odP
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 52240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-47,2
Evaluation Reports
Other: Uplift load of 47.2 psf @ support spacing of 60" o.c.
FL9995 Rn An val uadonikpo 1 9 4.odf
'FL9S55 R3 AE LSC1999'4.odf
Created by Independent Third Party: Yes
9555.3
MasterRlb Panel
29 ga., 36" wide, through fastened panel over steel supports
Limits of Una
Installation Instructions
Approved for use In HVHZ: No
Fla cc R311 EvaluntionflenartC1999 S:ndf
Approved for use outside MVHZI Yes
Verified By: Bala Sockalingem.PE 62240
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +27.1/-37.7
Evaluation Reports
Other: Design load of 27.1 &-37,7 psf at support specing.of
E 9555 R3 AE EvaluatlonRennrtC1999 S.pdf
48" O.C.
Fl9 c R3 A S ]9 9' S.ndf '
Created by Independent Third Party: Yes
9555.4
MasterRlb Panel
29 ga., 36" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: NO
Fl 9S S R3 RrvaluallonikenartC1999 6.ndf
Approved for use outside HVHZ: Yes
Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A
Created by Independent Third Parry: Yes
Design Pressure: +27.1/-36.2
Evaluation Reports
Other: Design load of 27.1 S.-36.2 psf at support spacing of
F79555 R3 AF EvaluationRenortC1999 6.adf
48" o.c.
R9555 R3 AE LSC1999 6.ndf
Created by Independent Third Party: Yes
9555.5
MasterRlb Panel
29 ga., 36" wide, through fastened Panel over nom. 1" x 4"
wood supports
Limits cruse
Installation Instructions
Approved for use in HVHZ: No
FL9555 R3 If EvaluatlonRedarK1999 7.odf
Approved for use outside HVHZ: Yes
Verified By: -Bala Sockalingam PE 62240
Impact Resistant: WA
Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.9
Evaluation Reports
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c.
FL9555 R3 AE EvaluatlonRepor[C1999
Created by Independent Third Party: Yes "
9555.5
PER Panel
26 ga., 36" wide, through fastened panel over steel supports
Limits of Use - -
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Fl99% R3 N EvalaatlonReoortC1999 e.od/
Verified By: Baia Sockalingam PE 62240
Impact Resistantl N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-52.5
Evaluation Reports
Other: Uplift load or 52.5 psf @ support spacing of 60.187"
FL9555 R3AE EvaluatlonRebortC1999 B.Ddf
O.C.
Created by Independent Third Party: Yes
Dark nwrt
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armor
Florida Building Code Online
[onnR aa:: Ia0t hur Stone Read. hllahw,, FL 32399 Mona: 8SN4814624
The State 9f Florida Is an AA/FFO employe, Com,14ht 20O7.2013 State of Flodde. ;; Pdvaty Statement :1 Ame sIbIJIM S,ah mend a Aafund Smtemnnt
Under Florida law, email addrtAes ere oublie rtcoet. If WU do net or v.,a-:read add.as -1—d In ..a,,.,,,.. 1.. i.... -- a.,
ant. tree email, pmvided may be lead for offldal communication with the Ilremed, aoweder email addresses are Wille mmrd. if wu do
¢onal address, please periled the 0epanment with an email address which con be made available to the public. To detanni a If you are a
455, F.S., Wens. diet by.
Product Approval Accepts:
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Safe
hopslMvvw.Boridabuilding.wgfpr/pr app p.aspx7param=waMQwfDgNOROOkZA5RE8EOgziUdl7kfspeFEUQhk%3d 3/3
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
'26 GA. MASTERRIB PANEL'
OVER STEEL SUPPORTS
FLORIDA BUILDING CODE 5Tn EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 9555.2-R3
STRUCTURAL COMPONENTS
ROOFDECK
Prepared For:
Union Corrugating Company
P. O. Box 229
Fayetteville, NC 28302
Telephone: (910) 483-0479
Fax: (910) 483-8897
Prepared By:
Bala Sockalingam, 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 (2 Pages including cover)
Installation Details (1 Page) 00
��p�......... M ��6*0
?m: No :Wt
* ;w=
Report No. C1999=4 * of
Date:3.20.2015 , yJP- W.O.
1: L
ION .
FL 9555.2-R3
C1999-4
3.20.2015
Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: MasterRib 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 coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c.
(Factor of Safety = 2)
Support Attachment: #12-14 x 1 "long self drilling screws with washers
At end supports @ 3.5"-5.5"-3.5" o.c. across panel width
At intermediate supports @ 9" o.c. across panel width
Sidelap Attachment: • '/4"-14 x 7/8" long SDS with washer @ 30" o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 'Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 'Resistance to,Foot Traffic'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 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 this Evaluation Report. Refer to
FBC 2014 Section 1505 and current approved roofing materials
directory for fire ratings of this product.
Supporting Documents: ASTM B1592 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T163-06, Reporting Date 6/7106
FM 4470 Test Report
ENCON Technology Inc
C1583-2, Reporting Date 7/24/08
D
PANEL FASTENER
® 9' O.C.
SEE PANEL SIDELAP
DETAIL
SIDELAP FASTENER
_ ® 30" O.C.
INTERIOR SUPPORTS
�9' O.C.
wLSTEIERIB
\
�
MIN 16 GA. STEEL
(DESIGNED BY OTHERS)
PANEL FASTENER ®'
3.5-5.5-3.5' O.C..
SIDELAP FASTENER
® 30' O.C.
END SUPPORTS
�9' O.C.
ASTERRIB
PANEL
MIN 16 GA STEEL -
(DESIGNED BY OTHERS)
MASTERRIB
PANEL
MIN 16 GA STEEL -
(DESIGNED BY. OTHERS)
TYPICAL PANEL INSTALLATION X-SECTION
PANEL FASTENER
® 9' D.C.
SIDELAP FASTENER
® 30" O.C.
MA% 60" O.C.
(SEE LOAD SPAN TABLE FOR_
ALLOWABLE LOADS AND SPANS)
SECTION VIEW
PANEL FASTENER
3.5'-5.5'-3.5' O.C.
GENERAL NOTES,
a
SIDELAP FASTENER
MASTERRIB
PANEL
1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE 26 GA. (I - 0.017'. EFFECTIVE COVERING WIDTH
g
1/4'-14 SOS YIRH
OF PANEL = 36.
WASHER ®30' D.C.
PANEL FAS12-14
3. ROOF PANELS SHALL BE WSTALLED OVER STRUCTURE AS SPECIFIED ON THIS
.TENER
SOS
DRAWING.
tYIRi WASHER1.
4. REQUIRED DESIGN WAND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND -LOADS ARE GREATER THAN THE ALLOWABLE DESIGN 'LOADS.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
MIN 16 GA STEEL
BUILDING CODE IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL COMROL
DESIGNED BY OTHERS
( )
6. SUPPORTS 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 BETWEEN FAVE TO RIDGE SUPPORTS OR RAKE TO RAKE
SUPPORTS.
�noo_n
1/16/20'18
Florida Building Code Online
Business& Professional
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mN
Product Aoomval Menu > ProduG or Aoolication Search > Aooamtion list > Appllmtlon Ootall
FL #
Application type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Terhnlml Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida Ucense
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL9555-R3 THESE PLANS AND ALL PROPOSED W4<.M
Revision ACE SUI AO TO ANY 100FREC710W.1
2014 REQUIM BY PICLD INSP.EC70FIS T 1ft,'f
Approved MAY gR NECMANY IN DAW TC
UNION CORRUGATING COMPANY
701 S. KING ST
FAYErrEVILI.E, NC 28301
(910) 483-0479 Ext 256
JsUeby@unioncorrugating.com
John SUeby
JsUeby@unionconugating.com
Structural Components
Roof Deck
Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
-f Evaluation Report - Hardcepy Received
Bala Sockalingam
PE-62240
Keystone Certifications, Inc.
12/31/2020
Yoosef Lavi, P.E.
Validation Checklist - Hardcopy Received
FL9555 R3 COI CertificateIndeoendence.odf
Standard
Year
ASTM E1592
2001
FM 4470
1992
UL 580
1994
Florida Licensed Professional Engineer or Architect
FL9555 R3 Eauly TestEoulvalent C1999 3T7.odf
FL9555 R3 Eouly TestEoulvalent C1999 8.odf
hfps!/www.floddabuilding.org/pr/pr app dl1.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOg7jUd[7kfspeFEUQhk%3d 1/3
1/16/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/24/2015
Date Pending FBC Approval 03/29/2015
Date Approved 06/23/2015
Date Revised 08/23/2017
Summary of Products
FL d
Model, Number or Name
Description
9555.1
SV Panel
29 ga., 24" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9555 R3 II EvaluationReportCI999 3.odf
Approved 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 spacing of 24' o.c.
FL9555 R3 AE EvaluationReaortCI999 3.odf
Created by Independent Third Party: Yes
9555.2
MasterRib Panel
26 ga., 36" wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9555 R3 II EvaluatlonReportC1999 4.0f
Approved 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/-47.2
Evaluation Reports
Other: Uplift load of 47.2 psf @ support spacing of 60" o.c.
FL9555 R3 AE EvaluationRenortCI999 4.ndf
FL9555 R3 AE LSC1999 4.odf
Created by Independent Third Party: Yes
9555.3
MasterRib Panel
29 ga., 36" wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9555 R3 II EValuationRenortC1999 5.odf
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 load of 27.1 & -37.7 psf at support spacing of
FL9555 R3 AE EvaluationReportC1999 S.odf
48' o.c.
FL9555 R3 AE LSC1999 S.odf
Created by Independent Third Party: Yes
9555.4
MasterRib Panel
29 ga., 36" wide, through fastened panel over wood supports
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9555 R3 II EvaluationReoortC1999 6.odf
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/-36.2
Evaluation Reports
Other: Design load of 27.1 & -36.2 psf at support spacing of
FL9555 R3 AE EvaluationReoortCl999 6.odf
48" o.c.
FL9555 R3 AE LSC1999 6.odf
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
FL9555 R3 tI EvaluatlonReoortC1999 7.odf
Approved 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/-138.9
Evaluation Reports
Other: Uplift load of 138.9 psf @ support spacing of 24" o.c.
FL9555 R3 AE EvaluationReoortC1999 7.odf
Created by Independent Third Party: Yes
9555.6
PBR Panel
26 ga., 36" wide, through fastened panel over steel supports
Limits of Use
Installation Instructions
Approved for use In HVHZ.- No
FL9555 R3 II EvaluationReoortC1999 8.odf
Approved 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/-52.5
Evaluation Reports
Other: Uplift load of 52.5 psf @ support spacing of 60.187"
FL9555 R3 AE EvaluationReoortC1999 8.odf
O.C.
Created by Independent Third Party: Yes
Back Nczt
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1/16/2018
Florida Building Code Online
Contact Us :: 2601 Slat, Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A.setbllity Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
mall m this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant 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 Smalls provided may be used for o81cal communication with the licensee. However email addresses am public record. 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 To determine If you am a licensee under Chapter 455, FS.,
please disc here.
Product Approval Accepts;
R�Rq go Vital M
MeMTSM196
SCCUIIL� 31F1'R[CS'
httpsJA&wwfloridabuilding.org/pr/pr app d8.aspx7pafam=wGEVXQwtDgtvOROQkZA5REBEOgziUdl7kfspeFEUQhVlo3d 313
EVALUATION REPORT OF
UNION CORRUGATING COMPANY
'29 GA. 5V PANEL'
OVER WOOD SUPPORTS
FLORIDA BUILDING CODE 57u EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 9555.1-113
STRUCTURAL COMPONENTS
ROOF DECK
Prepared For:
Union Corrugating Company
P. O. Box 229
Fayetteville, NC 28302
Telephone: (910) 483-0479
Fax: (910)483-8897
Prepared By:
Bala Sockalingam, 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 (2 Pages including cover)
Installation Details (1 Page)
Report No. C1999-3
Date: 3.20.2015
3.20.20%'s-
FL 9555.1-R3
C1999-3
3.20.2015
Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: 5V Panel
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Nom. V x 4" (min) lumber (Southern Yellow Pine Untreated)
(Must be designed by others)
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2) (3 or more spans)
Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer
At panel ends @ 12" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 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. 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 2014 Section 1505 and current
approved roofing materials directory for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Report
Farabaugh Engineering and Testing Inc
Project No. T246-06, Revised Reporting Date 11/7/06
FM 4470 Test Report
ENCON Technology Inc
C1583-3, Reporting Date 7/24/08
12'
PANEL FASTENER
#9-15 OR #10-14 X 1.5" LONG WOOD
SCREWS @ MAX 12" O.C.
FASTENER PATTERN
SUPPORT SPACING = 24" O.C.
ALLOWABLE UPLIFT PRESSURE = 70.25 PSF
24'
5V Panel Profile
Minimum 29 Gauge, Minimum Yeld = 80 KSI
NOM. 1" X 4" (MIN)
SYP UNTREATED
(DESIGN BY OTHERS)
1/2'T
I .,
1/16/2018
Florida Building Code Online
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eas Hama I 1.09In I User keglstraaon I Hot Topics I Submit Surdmrge State & Facts Publications MCStaff BaS Site Map I Unki; S arch
Florda
Product Approval
V0 USER: Public User
tdTe�ppp� SCANNED
6fUadJwYlvm B 7
pr Product Aooroval Mena > Pmdact or Aovliatlon Search > AoograHon List > Apptl®tlon Detell Q4 r
FL S FL14081-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Fabral
Address/Phone/Email 3449 Hempland Rd
Lancaster, PA 17601
(717) 291-5188
baoucher@fabral.com
Authorized Signature lames Buckner
jimmy@cbuckinc.net
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
k' Evaluation Report - Hardcapy Received
Florida Engineer or Architect Name who developed lames L. Buckner, RE @ CBUCK, Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Steven M. Urich, PE
�Validation Checklist - Hardcepy Received
Certificate of Independence FL14081 R2 COI Cer=ndeo.odf
Referenced Standard and Year (of Standard) Standard
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
ea
2004
2006
Florida Licensed Professional Engineer or Architect
FL140B1 R2 Eauly Test Standard Eauiv odf
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1/16/2018
Product Approval Method
Florida Building Code Online
Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
06/25/2015
O6/30/2015
07/06/2015
08/19/2015
10/11/2017
FL #
Model, Number or Name
Description
14081.1
"GRANDBEAM@"
Lapped Roof Panel - Exposed Fastener Steel Roof Panel
mechanically attached to steel purlins.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL14081 R2 II 1 GrandbeamOnSteelPurlinS EVALREPORTodf
Approved for use outside HVHZ: Yes _
Verified By: James L. Buckner, P.E. @ CBUCK, Inc P.E. #31242
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-67.5
Evaluation Reports
Other: Refer to Evaluation Report for Conditions and Limits
EL14081 R2 AE 1 GrdndbgamOnSte IPurlins EVALREPORTDdf
of Use. Refer to manufacturer's Installation instructions as a
Created by Independent Third Party: Yes
supplemental guide for attachment.
-
Back Neat
Contact Us :: 7601 Blair Mire Road. Tallahps,ae pL 32399 phone: BSo-487-1824
The state of Flprida Is an AA/EEO employe, Coowtght 2007.2013 State of Flodda :: PrhRw Statement :: A¢esslbIIro, Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your &mall address released In response m a pubii ••recerds request, do not send electronic
mall trr this entity. Instead, contact the office by phone or by traditional mall. If you haw: any questions, please contact 850.487.1395. •Pursuant to Section
455.275(1), Florida Statutes, eRecti,e October 1, 2012, licensees licensed under chapter 455, F.S. must pmylde the Department with an email address If they have
one. The Molls provided may be used for official communication with the Ilcensee. However ¢mall addresses are public record. If you do net wish be supply a personal
address, please provide the Department with an email address which can be made avallable Ie the public. To determine If you are a licensee under chapter 455, FS.
please dirk ere. _
ProductApproval Accepts:
® � Rag 2�1
SCCUI7iLY.NIrrRICS-
https7Avww.floddabuilding.org/pr/pr app dtl.aspx7param--vGEVXQwtDgtGLR%2byCBy1Jk80BmhlS2APjviog49RdZOEdpQBYQ9O1Aa/p3d%a3d 212
SppGalty Strur=hirc91 Englneerinq CBUC141nc. Certificate of Authorization #8064
Evaluation Report
"GRANDBEAM®"
Metal Roof Assembly
Manufacturer:
Fabral, Inc.
3449 Hempland Road
Lancaster, Pennsylvania 17601
(800) 884-4484
for
Florida Product Approval
# FL 14081.1 R2
Florida Building Code 5th Edition (2014)
Method: 1- D
Category: Structural Components
Sub - Category: Roof Deck
Prepared by:
James L. Buckner, P.E., S.E.C.B.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No.15-134- GB-S6P -ER
(Revises 11-201- GB-S6P-ER)
Date: 6 / 01 / 15
Contents:
Evaluation Report Pages 1-7
Product: "GRANDBEAM" Roof Panel
Material: Steel
Support: Steel Purlins
Digitally signed by lames L Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G15-23.``II1111111
*'. No 31242 '*
;Of
ul=
0 r2lij�
T •,• STATE OF
/0NA����`
CBUCK, Inc. 2015.06.25 15:07:15 -04'00'
1399 N. Milan Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net
CBUCK Engineering
SpeGcaity StrtJchxcal Engineering
Manufacturer: Fabral, Inc.
Product Name: "GRANDBEAM"
Product Category: Structural Components
Product Sub -Category Roof Deck
FL #:
FL 14081.1 R2
Date:
6 / 01 / 15
Report No.:15-134-GB-S6P-ER
Page
2 of 7
CBUCK, Inc. Certificate of Authorization #8064
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System "GRANDBEAM" Roof Panel
Description: Lapped, Exposed Fastener Steel Roof Panel mechanically attached to steel purlins.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
Support: Type:
Steel Purlins
(Design of steel support and its attachment to support framing is outside the
scope of this evaluation.)
Description:
• 14 Gauge minimum
• Yield Strength: 50 ksi minimum
Slope:
Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
Design Uplift Pressure: - 67.5 PSF
FL #: FL 14081.1 R2
Date: 6 / 01 / 15
,:BUCK EngtneEnring Pagert No.3 of 74-GB-S6P-ER
Specicsitt j StfL.KL Jfdl Engine ertrlQ CBUCl4 Inc. CertiTicate of Authorization #8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06 — Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 —Uplift test for roof covering systems
Standards Equivalency: The UL 580-94, UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06, UL 1897-04
adopted by the Florida Building Code Sth Edition (2014) for use as evaluated in
this report.
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • Diaphragm and axial load capacity is outside the scope of this evaluation.
Conditions of Use: • Scope of "Limitations and Conditions of Use" for this evaluation:
This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance
with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building
Commission is the authority to approve products under "Optional Statewide
Approval".
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification
of the product as evaluated in this report and approved by the Florida
Building Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through UL, LLC (FBC Organization ID# QUA 9625).
FL #: FL 14081.1 R2
�( Date: 6 / 01 / 15
SUCK Engineead Page Report No. 4 of 74-GB-S6P-ER
SpE4c1alty Si fLJG'FLJrd) Engineering CBUC/( Inc. Certificate ofAuthorization g8064
Components/Materials:
Installation:
Roof Panel:
Material:
Thickness:
Panel Width:
Rib Height:
Yield Strength:
Corrosion Resistance:
"GRANDBEAM"
Steel
26 gauge min.
36" (max.) Coverage
7/8"
40 ksi min.
In compliance with FBC Section 1507.4.3
Fastener: (Panel to Support & Side laps)
Type: Hex -Head Self -drilling Screw w/WSW
Size : #12 x 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Per FBC 1507.4.4 and SAE J78-1979
Installation Method:
(Refer to'TABLE A" below and drawings at the end of this report.)
■ Purlin Spacing: Refer to "TABLE A" Below
• Fastener Spacing: 9" o.c. (max.)
• One (1) fastener (at each purlin intersection)
• Side Lap Spacing: 12"o.c.
(along the length of the end laps and within 3" from each end)
• Rib Interlock: Lapped
• Minimum fastener penetration thru bottom of support, 3 /4".
(through flange of steel purlins)
TABLE "A"
ALLOWABLE LOADS
METHOD 1:
Design Pressure:
67.5 PSF
Fastener Spacing (max.):
9"
Max. Support Spacing:
48"
Side Lap Spacing:
12"
Span Condition:
3 or more
Notes:
• Allowable design pressure(s) for allowable stress design (ASD).
• Fastener Attachment to Steel Supports May Be Designed By A Qualified
Design Professional As Required By The Florida Building Code For Site Specific
Projects.
• Diaphragm and axial load capacity are not included in this evaluation.
Install the "GRANDBEAM" roof panel assembly in compliance with the installation
method listed in this report and applicable code sections of FBC 5th Edition
(2014). The installation method described herein is in accordance with the scope
of this evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
FL M FL 14081.1 R2
Date: 6/O1/15
Report No.: 15-134-GB-S6P-ER
Page 5 of 7
SpecJcs j Structural EnQIr wer)ng CBUCK, Inc. Certificate of Authorization #8064
Referenced Data: 1. UL580-94/UL3897-98 Uplift Test
Architectural Testing, Inc. (FBC Organization ID# TST 2558)
Report#70328.01-109-44 Date: 2/06/07
2. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization #ANE 1916)
3. Quality Assurance
UL, LLC (FBC Organization ID# QUA 9625)
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
FL #: FL 14081.1 RZ
Date: 6 / 01 / 15
Report No.:15-134-GB-S6P-ER
Page 6 of 7
SpeGcalN Stn-x=Urdl Engtneerinq CBUCK Inc. Certificate of Authorization#8064
Installation Method
Fabral, Inc.
"GRANDBEAM" Steel Roof Panel attached to Steel Purlins
Drawings
39' Coverage
Typical Panel Profile
Roof Assembly Profile
Typical Fastening Pattern along Supports
FL #: FL 14081.1 R2
C Date: 6 / 01 / 15
"SUCK \ Eng`Q ne ing Page
Report No•:1 - 74-GB-S6P-ER
SpL2cldltL,I ShUaftjral EnglrxaerinQ CBUCK Inc. Certificate of Authorization #8064
Installation Method
Fabral, Inc.
"GRANDBEAM" Steel Roof Panel attached to Steel Purlins
Grandbeam Panel Sidelap:
\ /-- #12 x 1" HWH Screw
9"
48" Max.
#1"Steel Purlin
HWH Screw
Typical Roof Assembly Isometric View
TABLE "A„
METHOD 1:
Design Pressure:
- 67.5 PSF
Fastener Spacing:
9"
Max. Support Spacing:
48"
Side Lap Spacing:
12"
Span Condition:
3 or 4e71