HomeMy WebLinkAboutEVALUATION REPORT - METAL ROOFINGDEVALUATION REPORT OF
MIF,TA.II.SALES MANUFACTURING CORPORATION
`26 GA. 5V-CWMP PANEL.'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing'Corporation
545 South 3ra Street, Suite 200
Louisville, ]KY 40202
Telephone: (502) 855-4300
Fax: (501) 855-4290
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer #62240
1216 N Lansing Ave., Suite C'
Tulsa, OIL 74106
Telephone: (918) 492-5992
PAX: (918) 493-35.68
This report consists of
Evaluation Report (3 Pages including cover) �Lg�,eeed6s9
Installation Details (1 Page) Q�tiaaP SpCKAtINV1! .
Load Span Table (I Page) `bv. ��, • �G E N g�..; 9�Boa
No 62240
STATE OF
• 41
Report No. C2182-4�a
Rate: 9.9.17 10- . o R ! . Q>
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FL 14645.4-R3
C2182-4
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
I
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. 7/16" thick OSB or min. 15/32" thick plywood or min. 3/a" thick
wood plank (min SG of. 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck 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 edges. Designed as per FBC 2017.
IUnderlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
,Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
I,
Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c.
(Factor of Safety = 2) 172.5. psf @ fastener spacing of 6" 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" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c. across panel width
At intermediate @ 12" o.c. across panel width
I Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
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
2017 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. The design pressure for reduced fastener spacing may be
i
Supporting Documents; UL ' & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
I l I 1
FL 1-4645.4-R3
C2182-4
9.9.17
Page 3 of 3
computed .using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation. Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
PANEL OVERLAP
5V-CRIMP FASTENER AT PANEL FLAT
SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL
/,,- ENDS ONLY. �g
PANEL FASTENER PER UPLIFT
MINIMUM ATTACHMENT: LOAD TABLE E 8d x 2.5." LONG RING SHANK NAIL
UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS ¢
AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN HE FIELD c
GUIDELINES do AT EDGES
MIN. 2X_ WOOD RAFTER/JOIST/ a
It o
TRUSS AT MAX. 24" O.C.
U N
TYPICAL PANEL INSTALLATION X—SECTION
Z co
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9-16 OR P10-14 WOODSCREWS N
WITH SELF SEALING WASHER AT �`d�
MAXIMUM SPACING OF 36" O.C. M J
to =fin o
9 »0
5V-CRIMP' N Eo
MIN 26 GA.
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GENERAL NOTES: "
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE i
FLORIDA 'BUILDING CODE (FBC). rL °-' Bo.•
UNDERLAYMENT 2. ROOF PANELS. SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING W-
OSB 7/16" THICK (MIN.) OR � &"
PLYWOOD 15/32 THICK (MIN.) WIDTH OF PANEL 24". p
DETAIL 3. THE ROOF PANELS SHALL BE. INSTALLED OVER SHEATHING & STRUCTURE AS I Z 30°
SPECIFIED ON THIS DRAWING. ?o d
4. REQUIRED DESIGN WIND LOADS SHALL .BE DETERMINED FOR EACH PROJECT. THIS
PANEL SYSTEM MAY NOT BE INSTALLED .WHEN THE REQUIRED DESIGN WIND LOADS :Bm
#9-16 OR #10-14 WOODSCREWS ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON HIS DRAVlING. -�
WITH SELF SEALING WASHER AT 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA 3 i
MAXIMUM SPACING OF 36" O.C. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAINING & HE CODE, THE CODE SHALL CONTROL.
6. RAFTERS/REQUIRED JFORSE/ACHSAPPLICATONOISTTRUSES MUSTBAND SAREE HE RESPONSD TO IBIILITY OF OTHERS.
MIN 2ND WIND LOADS AS
6MGA.
UNDERLAYMENT I \-- OSB 7/16" THICK (MIN.) OR s.En ..
------ — - - DE —TAIL .Z- — - __PLYWOOD 15/32THICK (MIN.) _ _ _ _ _ __ _ - -1 _ of _ �_
METAL SAES MANUFACTURING CORPORA-=kJN
5V-Crimp Uplift ]Loads
(Min, 26 ga.)
Description
Fastener Spacing
along panel length
(in)
Allowable Uplift
Load
(psfl
Coverage width: 24"
Panel Fasteners
#9-16 or #10-14 hex head
wood screws with sealed
washer
6
_ 172.5 _
9
_ 120.0
15
72.0
18
60.0 _
21
51.4
24.
45.0
27
40.0
30
36.0 --
33
_ 32.7 -_._
30.0
36
Notes:
1. , The boldnumbers indicate. design loads calculated from test data with safety factor of 2.
2. 1 Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
3. : Three or more spans condition.
1? 16 N Lansing Ave:, Suite C
Tulsa, Ok 74106
918 492 5992
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Bala Sockalingam, Ph.D., P.E.
FL 62240