HomeMy WebLinkAboutEVALUATION REPORTEVALUATION, REPORT OF
ST. LITC7 'M!7`7n` 7 -1.
q44*1,98 MANUFA4CT.UkING-CORPORATION
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R91w_Wi:i41v_0Ac0,, -42.6 GA. 5V-�C RIMI P__ PANEL'I If RECEIVED
AW11WED BY
]DATE 3/�,
A'L"S AM PERMIT MUST BE KEPT OX J013 FEB 16 2018
m NO ANSRtmow WML By, m4ma - - , _.. - - 'iG- 9 6TH EDITION (201�7) FLOREDA, BUILfDIX G bt 6THIEDITION (2017).. L_ST, Lucie county, Permitting
FL OM, A PRO
FIVI 645.3-W
ROOFING RECEIVED:
THESE PLANS AND ALL PROPOSED WORK 1VMITALRQOFING,
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY W17H AA APMAIRS COW,
CONCEALED FASTENERS OR ATTACHOM
lull I if
911; 40
I'l, E-Roc
FEB 2 12018
ST. Lucie County, Permitting I I
, Prepared For,:
'Metal Sales Mmitifietufffig Corporation
545 'Sbitth 9rd Street;. Suite 100.
Lomkvffle, KY 40201
Telephone: ,(592) 85 . $4.300
Fax: �(502)85$4200
,.Prepared By
;
' Bala SoekAlihgamPh.D., P.E.
Florida RrOfis I §ional Engineer #6224.0
1216N1,ansing Ave., Suite C
Tulsa; OK 7410.6
Telephone: (918) 401"5992
FAX: (866) 366-1543
This report consists of
Evaluation Report , 3 Pages includmig,cover)
Installation Details (I Page) %% ,BOCK A
Report No. C11.82-3
Date: 9.9.17
N 6 62240
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'STATE OF
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FL 146A,5.3-R3
C2182-3
9.9.17
Page 2 of 3
Manufacturer:
Metal Sales Manufacturing Corporation, ; . , „ ; ; ; , ,... x . j , ; ... .••• . > :: , • , . :
i. I.t .If ,,t y y" r I•.y
Product Name:
5V-Crinl p
-
Panel Description:
24" widel coverage with (5) 1/2" high'' bs `
I
1
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. 19/3I2" plywood or min. W thick wood "Ifia,(i in)AS`GofY0.42
`P
for new and existing constructions. Designedl,liyaolhefs'and�l"ntstall'ed
as per FBC 2017.
Deck Attachment:
8d x 2.5 long ring shank nails or #8 x 2"' long;wood,scr6w' @•;6 •�o`.e:
(Minimum)
in the field and @ 4" o.c. at edges. Designed as per FBC 2017.
New Underlayment:
Minimum underlayment as per FBC 2017, Section, 1.507.4 5 1--
Required fQr new construction and optional for rer'oofng-6oristructi0n.'
Existing Underlayment:
One layer of asphalt shingles over one layer of #30 felt. For reroofing
(Optional)
construction only.
Slope:
1/2:12 or I eater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure:
41.6 psf @ fl stener 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 assembl� tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4.
Product Limitations: Design wind loads ds shall be determined for each project in accordance
g p J
with FBC 2017I 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
FL 14645.3-R3
1' C2182-3
9.9.17
Page 3 of 3
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting 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
EXISTING SHINGLES
(OPTIONAL)
c r -Au NEW UNDERLAYMENT
FACTFNFP AT PAAIFI FI AT .�
TRUSS AT MAX. 24" O.C.
TYPICAL PANEL INSTALLATION X-SECTION
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT
(REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C.
NEW CONSTRUCTION)
EXISTING SHINGLES _ 5V-CRIMP
(OPTIONAL) MIN 26 GA.
EXISTING UNDERLAYMENT J
(OPTIONAL) PLYWOOD
DETAIL 1 19/32" THICK (MIN.)
#9-16 OR #10-14 WOODSCREWS
NEW UNDERLAYMENT WITH SELF SEALING WASHER AT
(REQUIRED -ONLY FOR MAXIMUM SPACING OF 36" O.C.
NEW CONSTRUCTION)
EXISTING SHINGLES 5V-CRIMP
(OPTIONAL) MIN 26 GA.
EXISTING UNDERLAYMENT J G
(OPTIONAL) PLYWOOD
DETAIL 2 F 19/32" THICK (MIN.)
5V-CRIMP
ALLOWABLE UPLIFT PRESSURE
FASfIENER
SPACING
(IN)
PRESSURE
(PSF)
36
41.6
16
74.8
.8
196.75
GENERAL NOTES:
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING
WIDTH OF PANEL = 24".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND 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 WIND LOADS SPECIFIED ON THIS DRAWING.
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. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
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