HomeMy WebLinkAboutProduct Approval; Metal Roofingv I 1
EVALUATION REPORT;UF' 1
METAL. SALES MANUFACTURING CORPORATION
GA..I"GE II�ANEPI`:'
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6C�IWECJ"� � _1 .; I
FLORIDA,BUILDING CODE 6TH EDITION (2Q17)
JUN 2 9 20'10' FLORIDA,PRODUCT APPROVAL
permitting �;FL '1T5605-R3 ;
ST. Lucie County, ROOFING.
METAL ROOFING
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Prepared For l
"I MetalcSales•ManufacturmgCb . oration i
545 South 3"dStreet, Sorter 00)II
Louisville, KYAI
Telephone::1502).;855-430 � !
Fax: (5122) 8554200:
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"i Prepa' red.By:; f
Bala Sockalingam, Ph.IY., P1E. I' 4
Florida.P.rofessio, al.Engineer',#02240
121,6N Lansing Ave.,;SditefC.1.
;
Tulsa,jOK 74106
'Telephone:, k(9I8) 492 5991; i
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� This report consists of i 4
.,
Evaluation Report (3 Pages inclu(�ng cover),; I�'��
InstallattonDetails (1.P,age) ��`,IIII�aOCI�ti,,���
Load Span, Table (f ,Pagel' I .`
REVIEWED FOR
CO®Ell COMPLIANCE' ' Report-f o. C2181-5,
ST. LUCIE COUNTY Date.,9.8.2017'
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ZL iN0 62240
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Manufacturer:
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Product Name:
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Panel Description:
Materials-,
Deck Description:
Deck Attachment:
(Minimum
,
Underlayment:
Slope:
Design Uplift Pressure:
(Factor oflSafety = 2)
Fastener Pattern:
,
At panel seam
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Sidelap Adhesive:
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Test Standards:
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Code Compliance:
Product'Limitations:
Metal Sales Manufacturing
Image II
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Max. 16" wide coverage with 1" hig
it
Min. 26 ga., 50 ksi'steel. Galyanis
Galvalume coated steel (ASTM A7S
II
Min. 19/32" plywood or min. '/a; tt
for new and existing constructions.
2017.
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8d x 2.5" long ring shank nails ,or #7
in the field and edges, Designed as I
Minimum underlayment as per FBC
1/2:12 or greater in,Iaccordance v
Requires applied lap isealant for, roof
84.25 psf @ fastener (spacing of 24'1
102.7 psf @ fastener'spacing of 6" c
139.1 psf @ fastener spacing of 6
panel sidelap
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#10-12 pancake head! screws along
sufficient length to pepetrate throng]
Schnee -Morehead S*7108 Perinath
Roof assembly tested in accordai
Requirementsfor Metal Roofing Sy:
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The product described herein has di
2017 Section 1507.41
Design wind loads shall be deternu:
with FBC 2017 Section 1609 or f
design. The maximum fastener sl
exceeded: The design pressure for
computed- using rational analysis p
Engineer or biased on Metal Sales
report is not applicable in High N
current NOA for useIof Us product
,'
FL 1'1560.5-R3
i C2181-5
1 9.8.2017
Page 2 of 3
.on I
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ribs
A coated, steel (ASTM A653) or
>-) or painted steel (ASTM A755).
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[ck wood plank (min SG of 0.42)
designed a an di,installed as per FBC
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x 2" long wood screws @ 6" o.c.
;r FBC 2017.1
2017 Sectiowl507.4.5.1 ;
i
ith ,FBC, 2017 Section ;1507.4.2.
slopes less jth'an 3:12.
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C.
o.c. with13/8" bead adhesive in
panel seam. :Fastener shall be of
the deck a,minimum of /4".
me adhesive
ce ;witW TAS 125-03 �Standazd
monstrated' compliance with FBC
,ed for each project in accordance
SCE 7-10 Iusmg allowable stress
acing listed ('herein shall not be
reduced' fastener spacing may be
epared by:a;Florida Professional
load span table. This evaluation
-locity Hurricane Zone. Refer to
in High, Velocity Hurricane Zone.
FL 1,1560.5-R3
r
I C2181-5
! 9.8.2017
Page 3 of 3
Fire classification is not within scope of this Evaluation Report. Refer
to FBC 2017 Sectionn 1505 and, current approved roofing materials
directory or ASTM �108/UL790; re I ort from an accredited' laboratory
for fire ratings of Usl'product. t
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Supporting Documents: TAS 125 Test'Reports
"I Farabaugh Engineering and Testing C.
Project No. T241-07, Reporting Date 7/23/07 I
Hurricane Test Laboiatory, LLC ' !
HTL Report #t 0103-10714-09, Repo ing Date 9/1/09 +
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ROOF AN
SEE DETAIL 1 - -
PEL
-- - -- MAX. 16', PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
\ / UNOERLAYMENT SHALL BE INSTALLED `PLYWOOD
AS PER MANUFACTURER'S INSTALLATION Bd x 2.5E LONG RING SHANK NAIL 19/32- THICK (MIN.)
GUIDELINES OR #8 x 2' LONG WOOD SCREWS
WOOD RARER/JOIST/ SPACED ® 6' O.C. IN THE MELD &
MAX. 24° O.C. AT PLYWOOD EDGES
FASTENING PATTERN 1
d.
SEE DETAIL 2 -ADHESIVE IN THE MAX, 16• PANEL FASTENER
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ROOF PANEL �� PANEL SIDELAP SPACING PER ALLOWABLE
PRESSURE TABLE.
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UNDERLAYMENT SHALL BE INSTALLED - PLYVlOOD33
Bd x 2.5E LONG RING SWWK NAIL 19/32' THICK (MIN.)
AS PER MANUFACTURER'S INSTALLATION
$ n�
Gr
ORE x 2' LONG WOOD SCREWS
0
zq`—=D MST
GUIDELINES
MIN. 2X_ WOOD RAFTER/JOIST/ SPACED 06° O.C. IN THE FIELD &
oo_
- - — - - = TRUSS.AT-MAX.-24'-O.C. _ - AT-PIYWOOD-EDGES—
N
FASTENING PATTERN 2
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TYPICAL PANEL INSTALLATION X—SECTION
2
_
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- MIN 26 GA PANEL- - - - = - - - _ _ - - _ _ -- - -
- - - _ #10-12 X 1° LONG - _ _ - - - _ _ -- - -- - _ -- - - - - - _
a
C
a -
—PANCAKE-SCREWS
-
DETAIL 1 ar MAx. 6 o.c.
Z
- - - - - - - - --
_
o oFa
6DERLA7MENT PLYWOOD
__19/32' THICK (MIN.).
SIDELAP ADHESIVE
NOM. 3/8' BEAD
MIN 26 GA. PANEL
P10-12 X 1' LONG - - GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDMCE WGH THE
PANCAKE SCREWS SIDEIAP ADHESIVE FLORIDA BUILDING CODE (MC),
DETAIL 2 -- _ — A_T MAX. 6' O.C. _ _ _ _- _ LOCATION - - - ?. ROOF PANELS SHNL BE MIN. 26 CA (L 0.016)�. MA%.,,EFFECirvE.COVFAING_
WIDTH OF PANEL - 16'.
- - - - -- -- ---- - - 3, THE ROOF PANELS SN BE NSTAILED OVER SHEATHING & SIHUCNRE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE OETERMINED FOR EACH PROJECT. THIS
W
PMEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS
ME GREATER THM THE &LOWMI-E WIND LOADS SPECIFIED ON MI5 DRAWING.
MUST IN WITH MIS DRAWING & E FLORIDA
UNDERLAYMEM PLYWOOD S
DIFFERENCERDANCE
BUILDINGENERS C OE F ABE
OCCUR BETWEEN THE MINIMUM
19/32' THICK (MIN.) REQUIREMENTS OF THIS DRAWING & THE CODE THE CODE SHAH CONTROL
2181-5
PAGf NQ.
6. RAFTFAS/JOISTS/RRU556 MUST BE DESIGNED TO WRHSTAND WIND LOADS AS
REQUIRED FOR EACH MPMCKRON AND ME ME RESPONSISILRY OF OTHERS.
1 OF 1
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MEfAjl SALES MANUFACTURING C ORYORATTON
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Image U, Uplift Loads'
(Min. 26 ga.)
Description
Fastener Spacing
along Panel Length
(in)
Allowable Uplift
1 Load
(psfl
Coverage width: 16"
Panel Fastener:
#10-112 pancake head screws
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6
1.102.7 1
8
100.7 1
110
98.6
12
I. 96.6 i
14
94.5
116
92.5
18
90.4
1 20
88.4
22
86.3
1' 24
84.3
With Sidelap Sealant
!� 6
1139.1,
Notes:'!
1. The bold numbers indicate design loads calculated from test data w:
2. Pane)s must be installed as per Evaluation Report{F , 115603. and l
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3. 'Threi or more spans condition.
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Nol'62240
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1216 N Linsin Ave., Suite C N, 4 L E ��
Tulsa,
Ok 7410LI
918 492 5992
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ifety factor of 2.
ISalescu1 installationprocedure.
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1 Bala Sockalingam, Ph.D., P.E.
P Fl,62240
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