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FL# FL14645-R20 Zoe
ST.LIT T—F CUNITy R UII D1�vG DIVISIO N
�� Application Type Revision
REVIE6�.ED FOR CO�LIANC' E
Code Version 2014 REVIEWED BY
Application Status Approved DATE
PLAINS P T ST pT®IN JOB
Comments OR NO INSPECTION NVIL 111F;NWF,e
Archived 0
Product Manufacturer Metal Sales Manufacturing Corporation
Address/Phone/Email 545 South 3rd Street,,Suite 200
Louisville,KY 40202
(812) 218-7342
dstermer@metalsales.us.com
Authorized Signature David Stermer
dstermer@metalsales.us.com
Technical Representative
Address/Phone/Email i HESE PLANS AND ALL PROPOSED WORK
Quality Assurance Representative ARE SUBJECT TO ANY CORRECTIONS
Address/Phone/Email REQUIRED BY MELD INSPECTORS THAT
Category Roofing >` MAY BE NECESSARY IN ORDER-TO
Subcategory Metal Roofing COMPLY I1V 9'i ALL
L �kPPLICA E C®®E.S,
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam.
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 12/31/2020 11m
Validated By Yoosef Lavi,P.E. nn ee ee1111 ((��((��R ATTACHMENTS
0 Validation Cheyk,`cEALj F TI�F�i 5P
r ',IE RESPOr�S1SVY Of THE
Certificate of Independence FL14645 R2 COI Ce i i ate nde endence d ��
WRTRA
Referenced Standard and Year(of Standard) Standard Year
FM 4470 1992
TAS 125 2003
UL 1897 1998
UL 1897 2004
UL 580 1994
UL 580 2006
Equivalence of Product Standards e.'•: �:3 ;,* y;
Certified By Florida Licensed Professional Engin gr o�A�chect ?i j� l
FL14645 R2 E uiv TestE uivalent1 UL. I ¢ r c
Sections from the Code
https://VAW.floridabuilding.org/pr/pi_app_dtl.aspx?paratn=wGEVXQwtDgsw8ZVNfe8A... 5/11/2016
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 03/31/2015
Date Validated 04/14/2015
Date Pending FBC Approval 04/18/2015
Date Approved 06/23/2015
Summary of Products
FL# Model, Number or Name Description
14645.1 2.5" Corrugated Min. 26 ga., 21.33"wide coverage through fastened roof
panel over min. 19/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 1.1)df
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/-86.0 Evaluation Reports
Other:Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationRenortC2010 1.odf
and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
14645.2 5V-Crimp Min.26 ga., 24 wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel flat.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II Eva luationReoortC2010 2.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/-149.6 Evaluation Reports
Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReyortC2010 2.odf
o.c., 131.3 psf at fastener spacing of 18" o.c.and 149.6 psf Created by Independent Third Party: Yes
at fastener spacing of 12" o.c.
14645.3 5V-Crimp Min.26 ga., 24"wide through fastened roof panel over min.
19/32"thick plywood deck with fasteners through panel rib.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 3.1)df
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/-196.75 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReportC2010 3.odf
o.c.,74.8 psf at fastener spacing of 16"o.c.and 196.75 psf Created by Independent Third Party: Yes
at fastener spacing of 8"o.c.
14645.4 SV-Crimp Min.26 ga., 24"wide through fastened roof panel over min.
15/32"thick plywood deck or 7/16"thick OSB with fasteners
through panel rib.
Limits of Use ! Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 4.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/-172.5 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReoortC2010 4.odf
and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes
14645.5 Aluminum Classic Rib Nom.0.032" thick,36"wide,aluminum through fastened
roof panel over min. 15/32"thick plywood deck or 7/16"
thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 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: +N/A/-120 Evaluation Reports
Other: Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReoortC2010 5.odf
and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.6 Aluminum Vertical Seam Nom.0.032" thick, 16"wide,aluminum standing seam roof
panel over min. 15/32"thick plywood deck or 7/16"thick
OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 6.odf
Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party: Yes
https:Hww'w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 5/11/2016
Florida Building Code Online Page 3 of 4
Design Pressure: +N/A/-97.05 Evaluation Reports
Other:Uplift load of 41.55 psf at clip spacing of 36"ox., FL14645 R2 AE Evaluation ReoortC2010 6.odf
71.0 psf at clip spacing of 12"o.c.and 97.05 psf at clip Created by Independent Third Party:Yes
spacing of 12"o.c.with sidelap adhesive.
14645.7 Aluminum Vertical Seam Nom.0.032" thick, 16"wide,aluminum standing seam roof
panel over min. 19/32"thick plywood deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 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/-162.0 Evaluation Reports
Other:Uplift load of 41.55 psf at clip spacing of 36"o.c., FL14645 R2 AE EvaluationReoortC2010 7 odf
100.2 psf at clip spacing of 12"o.c.and 162.0 psf at clip Created by Independent Third Party:Yes
spacing of 12"o.c.with support strap.
14645.8 Classic Rib Min. 26 ga., 36"wide through fastened roof panel over min.
19/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 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/-133.9 Evaluation Reports
Other: Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReoortC2010 8.odf
o.c.,92.3 psf at fastener spacing of 24"o.c.and 133.9 psf Created by Independent Third Party:Yes
at fastener spacing of 18"o.c.
14645.9 Classic Rib Min. 29 ga.,36"wide through fastened roof panel over min.
7/16"thick OSB deck
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluatiOnReportC2010 9.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/-135.0 Evaluation Reports
Other: Uplift load of 45 psf at fastener spacing of 24"o.c. FL14645 R2 AE EvaluationReoortC2010 9.odf
and 135 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.10 �ClassicRib jMin. 9 ga., 36"wide through fastened roof panel over min.
"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II Eva luationReoortC2010 10.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/-138.5 Evaluation Reports
Other: Uplift load of 68.4 psf at fastener spacing of 24"o.c. FL14645 R2 AE Evaluation Repo rtC2010 10.odf
and 138.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
14645,11 Image II Min. 26 ga., 16"wide concealed fastened roof panel over
min. 15/32"thick plywood deck or 7/16"thick OSB.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 11.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/-86.55 Evaluation Reports
Other:Uplift load of 20.75 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReoo rtC2010 11.pdf
o.c.,63.50 psf at fastener spacing of 6"o.c.and 86.55 psf Created by Independent Third Party:Yes
at fastener spacing of 6"o.c.with sidelap adhesive.
14645.12 PBR-Panel or R-Panel Min. 26 ga., 36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 12.vdf
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/-131.0 Evaluation Reports
Other: Uplift load of 30.0 psf at fastener spacing of 48"o.c. FL14645 R2 AE EvaluationReportC2010 12.odf
and 131.0 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes
14645.13 Pro-Panel II Min. 29 ga., 36"wide through fastened roof panel over min.
15/32"thick plywood deck.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 13.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/-71.5 Evaluation Reports
Other: Uplift load of 41.6 psf at fastener spacing of 24"o.c. FL14645 R2 AE Evaluation Repo rtC2010 13.odf
and 71.5 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes
https://wvfw.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsw8ZVNfe8A... 5/11/2016
:i
f
i�
�r
f EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA.5V-CRIMP PANEL'
s
FLORIDA BUILDING CODE 5TH EDITION(2014)
E FLORIDA PRODUCT APPROVAL
FL 14645.3-R2
ROOFING
METAL ROOFING
14
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
`§ Telephone: (502)855-4300
Fax: (502)8554290
�a
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
i
' ONCEAI.ED FASTENERS OR ATTACHMENTS
This report consists of ARE THE RESPONSIRILffY OF THE
Evaluation Report(3 Pages including cover) CpHTRACT
OR OF RECORD
Installation Details(1 Page)
%%%ju 1 a rrj♦j♦♦
i i,,�`��P•g0G Nqs/�o
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No 62240 •.,
Report No. C2010-3 STATE OF
Dater 3.27.15 ,00,x;•,.,% 4✓`:
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FL 14645.3-R2
C2010-3
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24"wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 19/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
De k Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC.2014 Section 1507.4.2
Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Pr duct 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. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
r
FL 14645.3-R2
C2010-3
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Su, porting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T181-05,Reporting Date 7/21/05 (Tests#1 &2)
Project No. T240-09, Reporting Date 9/22/09
Architectural Testing, Inc.—West Palm Beach, FL
(Formerly Hurricane Test Laboratory,LLC)
Project No. 0103-0712-09,Reporting Date 9/1/09
o,
l
DS DS
DCISTING-SHINGLES SEE DETAIL 2 SEE DETAIL, NEW_UNDERLAYMENL -FASTENER_Al-PANEL�LAT 5V-CRIMP - ------7-
(OPTIONAL) PANEL OVERLAP (REQUIRED ONLY FOR REQUIRED FOR PANEL
�( ) NEW CONSTRUCTION ENDS ONLY.
EXISTING UNDERLAYMENTNER
(OPTIONAL) MINIMUM ATTACHMENT: PRESSURE�TABLE ONRTHIS OSHEET. z
8d x 2.5" LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED ® 6" O.C. IN THE FIELD &
MIN. 2X- WOOD RAFTER/JOIST/ 4" O.C. AT PLYWOOD EDGES =
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X—SECTION o 0
U N
LLJ
z CO
#9-16 OR #10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT
MAXIMUM SPACING OF 36" O.C.
(REQUIRED ONLY FOR FASTENER PRESSURE ��ano
NEW CONSTRUCTION) SPIN)G (PSF ) _5 o
EXISTING SHINGLES MN 61MGA. 36 41.6 Com
(OPTIONAL) ai
N
16 74.8 (-j Ln
8 196.75
d a
EXISTING UNDERLAYMENT J [L m
(OPTIONAL) PLYWOOD a.q 19/32"THICK (MIN.) GENERAL NOTES: 7 a
DETAIL I 1 FLORIDACBTURAL UILDING00o EA(� C)AS BEEN DESIGNED IN ACCORDANCE WITH THE c�i a K.
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING gar
WIDTH OF PANEL = 24".
#9-16 OR #10-14 WOODSCRT 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS o mP?
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT SPECIFIED ON THIS DRAWING. IN m
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS o
NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS N
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
(OPTIONAL) MIN 26 GA. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
EXISTING UNDERLAYMENT PLYWOOD
(OPTIONAL) 19/32"THICK (MIN.) 2Fit
DETAIL 2 2010'-
SHEET