HomeMy WebLinkAboutEVALUATION REPORTSCANNED
By
6 VAX 0XJV1-ft REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 CA. 5V-CRIMP PANE
FFEB
EXV501
C9?gDA' TL'DOING CODE 6TWEDITION (2017)
ounty, Permitting FLORIDA PRODUCT APPROVAL
FL 14645.4-R3
ROOFING
METAL ROOFING
Prepared For:
?Metal Sales Manufacturing Corporation
545 Sots 31-d ;Street, Suite 200
Telephone: (50Z) 855-4300
-Fax-: '(5:02)W5-4290
Prepared By:
Bala Sockalingain, Ph.D., P.E.
�Cssri��~of�seldnal`E'nba�zeeE• �622�0`
12�16..N .Lang Ave Suite .C.
Tulsa, OK 74106
CONCEALED FASTENERS OR ATTAClOM
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Telephone: (918) 492-5992 (
FAX: (918) 493-3568T' LUC:E COIJ\TYD'�C ✓1�'rTCT`l�T
I'c ,11-ENVED FOR COWL ANICE
IMiVIENV D BY
OATS
PLANQ I PE1i.1IIT IMJST by i PT ON JOB
This report consists of
R NO 17-jSPE.C'TIOIN WIL L Bt MADE.
epnrt•,(3'-F ges pelt dln :z per)
Installation details ( Page) a) KAtI®
g°°°1°°cep ...... �es�i
Load Span Table1 Page)d°° P
Report No. C2 , 2-
Date: 99.17
..
No 62240 d
,::5) S.TAT•lr OF ;t.41(J®..
OR °
B
Fileopy
FL 14645.4-R3
C2182-4 .
9.9.17
Page 2 of 3
Me c er: Metal.S'ales:Mmmfacturin.g Corboration
...Product.Name. V-Cr1a
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 (AST-M. A792�.�; pa 1 d '1<M steel,,( A75�.5,
Deck Description: Min, 7/1.6' thick. OSB or. min.. 1.5132" thick plywood..or.min. 3/4!' thick. -
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017,
Deck•Attacliirient: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c.
ri ; v?'_i`4:�: �(1VI_inimurn)., in the plywood field and edges. Designed as per FBC 2017.
JUnderlayment: Minimnumn underiaymrrent as per FBC 2,017 Section 15+07.4.5.1.
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,
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 Patte:
Type:
At panel ends
At, intermediate , ,
Test Standards: .
Test Equivalency:
#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.
@ 6" o.c. across panel width
@ 12" o.c. across panel width
Roof assembly tested in accordance with UL580-06 `Uplift Resistance
a • �£>R�f Assemblies' &UL-IS-9744 'Wift T "for Roof Covering
Systems'.
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
2Q•1? Sectoi�:,1.50Z.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. 'k��.. es g ess a ex: ed ced .fasleaer:spar g:== —be
FL-14€45.4-1I
C2182-4
9.917
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
6- ass fiication is not vAthin scope of fliis Evaluation Repo t. -Refer to
FBC 2017 Section 15.05 and -current approved roofing materials
Airectory or ASTM E IOS/UL79+0 resort from, an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL590 & 1997 Test Reports
PRI Construcfibn Materials Technofogies
MSMC-01-7-Q2-ft, Repm ing Bate W2€ /1-3
PANEL OVERLAP
— 5V—CRIMP
SEE DETAIL 2 SEEDETAIL I
'FASTENER AT PANEL FLAT
RMUIRED FOR PANEL
ENDS
Al
ONLY.
u
n
u
u
MINIMUM ATTACHMENT:
PA—' NEL F —TENER PER UPLIFT
PQAD Th�L
,
UNDERLAYMENT SHALL BE INSTALLED
8d x 2.5' LONG RING SHANK NAIL
AS PER MANUFACTUNtR'S INSTALLATION
OR #8 x 2" SONG WOOD SCREWS
SPACED ®6' O.C. IN THE FIELDGUIDELINES
& AT EDGES
MIN. 2X— WOOD RAFTER/JOIST/
TRUSS AT MAX. 24" O.C.
P6N�L
INSTALLA 10-N ) SECTION
Wo
_T,YEPICAL
NO
O O
#9-16 OR #10-14 WOODPOREWS
WITH SELF SEALING WASHER_
r �
Yin
-AT
MAXIMUM SPACING QF 36"' O.C.
eRs� I
N
5V—CRIMP
!;5
MIN 26 GA.
�c v0i0
UNDERLAYMENT--J —
' OSB 7/16" THICK (MIN.) OR
DETAIL, 1 PLYWOOD 15/32" THICK (MIN;)
#9-16 OR #10-14 WQQD5CREW5
WITH SELF SEAUNG F 36"; AT
C.
MAXIMUM SPACING OF 36'`�O.C.
UNDERLAI
DETAIL.2
5V—CRIMP
MIN 26 GA,
B 7/16" THICK (MIN.) V
PLYWOOD 15/32" THICK (MIN.)
,OTERAL NOTES:
d.
d
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
-FLORIDA BUILDING CODg (FBC),
2. ROOF PANELS SHALL NC MIN. ZB GA. (t = 0.0194). EPEECTIVE COVERING
a om
WIDTH OF PANEL - 24". -
3. THE ROOF PANELS SHA(_L BE INSTALLED OVER SHEATHING & STRUCTURE AS
boa
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED. POR EACH PROJECT. THIS
=1
PANEL SYSTEM MAY NQT BE INSTALLED WHEN THE. REQUIRED DESIGN WIND LOADS
m
ARE GREATER THAN THE DESIQN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING.
<� r
5. ALL FASTENERS MUST PE IN ACCORDANCE WITH THIS DWIWING & THE FLORIDA
- w
BUILDING CODE. IF A VIFFERENgE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL
8m
B. RAFTERS/JOISTS/'TRUSSES MURT BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH Af3PUCAPON AND ARE THE RESPONSIBILTf f 6F OTHERS.
METAL SALES MANUFACTURLN.G.CORP'ORATION.
W-Crimp Upiift Loads
(Min. 26 ga.)
Description
Fastener Spacing
along :panel lets
(in)
Allowable Uplift
Load
(psi
Coverage width: 24"
6
1_7_2.5
120.0
12
90.0
PanelTasteners
1.51._--
#9-16 or #10-14 hex head
11
Off
wood screws with sealed
washes
.2445.0--
- - --
27
33
32.7
Notes:
1. The bold numbers indicate design loads calculated from test data with safety factor of 2.
2, Panels must be installed as per Evaluation Report FL 14645 A and Metal Sales current installation procedure.
3. Three or more spans condition:
12I6 N Lansing Ave., Suite C
Tulsa, Ok 74106
9AS 492 5992
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s° No 622�k�
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a 9E i.
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Bala Sockalingam, Ph.D., P.E.
FL 62240