HomeMy WebLinkAboutAPPROVED, 7TH EDITION EXTREME 5V 24 AND 26 GA.(1)Professional
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2020
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EMtrmwwr M&W FebrICA26 . LLC
23W SW Pema OM%M
Palen CAV, FL 341990
(772) $72.0034
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FL17022,01-R8
P
EXTEEMETL
FABRICATORS
SKILLED C77AF7f17$ OP M TAJ. RO(�FJAIG SYSTEMS
2 ga min VMAX over 15 2*' (min) plywood
Extreme Metal Fabricators
2120 SW Pomp Dr I palm City FL 34990
Product Description
5V Crimp style exposed fastener panel with 24" max coverage and nornincil
rib height of 318".
Product Material
2_6go (min) steel
Corrosion r0SFStOnT per F9C 2507.4.3 where required
Fastener
#9 or #10 x 1.5" fastener with sealing wosher
Compliant with FBC 1506.6 where required.
Substrate/Deck
15f32" (min) plywood or
3/4" (min) thipk wood plank (min - . of C.42)
Evaluated by:
David Eng, PE
Timberlake Cove, LLC
3324 W Univ Ave #l206 l GoinesviIle FL
FL PE 61377 l FL CA 33344
www.Ti m be rLa keCove_com
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= No.81377
STATE OF (/}
MAX
FL17 ,01-RS
-i ^del layf eat: L.,rnply with local building Code or FBC 1507.1_1 where required.
Slope: Comply with local building Code 0r FSC 1507.4.2 where required_
Re - Roofing - This panel may be insilo Iled over a single layer of existing shingles as permitted
by local building code or PSC 1511, provided the existing roof meets the conditions required by
the applicoble Code.
Maximum Allowable Load$ & Instcllation Requirements -
Method A' "_ b PSF
Method B.._ ,5 PSF
Method C- - 10I.P$r
Mo t h efastener-in P F
A factor of safety of 2 has been applied_
Technical Documentation:
This product has been tasted to the UL 580 stondord by Architectural Testing (now Intertek
Testing, TST-1527). report D05893,01-#50-18, F3366.01=450-18, and D05893_02-450-28- As referenced in
FL 17022.01-R7
Compliance Statement:
This }product as described has demonstrated compliance with Florida Building Code 2020,
150493,2 (non-HVHZ) OS required by FL Rule 61G20-3, method 1D.
This product as described hos been tested and demonstroted compliance with,
• UL580 - Test for Uplift Resistance of Roof Assemblies
• UL 1897 - Uplift test for roof covering systems
Design ProCess:
The load tables in this report provides One prescriptive Option for the fastening requirement
for the applicoble wind ioods for roofs within the parameters described. For roofs outsicle of
the listed parameters, design wind loads shall be determined os required by FBC 1609, ASCE T, or
other design code in forCe, u9ing allowable stress, These load tables are based on ASCE 7-16.
Use of these tables assumes that the structure is:
■ Enclosed and conforms to wind-borne debris provisions and is o regular shaped building
• Is not subject to across -wind !wading, vortex shedding, or Instability; nor does it have C
site location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction.
Certification of Independence:
David Eng. PE and Tirngerlak• Cove, 4LC do not have, nor will acquire a financ-ial Interest in any company
manufacturing or distributing products ufld*r this evaluotion. The same entities do not have, nor will
acquire, a financial interest in any other entity involved in the approval procass of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include attoahment of plywoop ar wood plank) shall be completed by
others_ Fire Classification and shear diaphragm design are outside the scope of this *valuation_ Accel*roted
weathering/so It spfoy is outside the scope of this ova Iuation.
This report is limited to compliance with structural wind load r*quirementa of FBC 1504.3.2, as required Icy
Rule 6IG20-3, Neither 7irnber1ake Cove nor the manufacturer shall be responsible for orgy Conclusions,
interpr*tations, or designs made by others based on this evaluation report_ This report is lirnited sole!y to
documenting cornplipnce with Rule i;IG20-3, and mai€es no *Xpre56 or implied worranty regarding
performance of this product, Instpll0tion Shint be subject to the local building code and authority haying
jurisdiction; this report shall not b# construed to supers*de local codes in force.
MAX
FL170.1-R
Instructions:
Select the appropriate IoAd table that Applies to the
structure in question.
Determine the design wind speecr for the project
location.
Use the ottochrnent method indicated for that
windsPeed within each roof 20ne-
NOTE: ASCE 7-16 and PBC 2020 adopt a 7-zone Concept.
1=or the load tables below, the worst Lose vras taken
for each zone and reported using the standard zones
1-2-3:
Zone 2 includes zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes Zones 3e and 3r
Cornbinir)g these zones Creates Q clear, Sirnple
scheme, at the expense of some design efficiency.
Contact the rnpnufacturer for further information,
or consult a Iicerised de"M professipnQl.
METHOD A: METHOD 3:
#9AT 1FO. O.C. 410AT 15-O- .
-12" (NQM) -
— - -' I`'
.+e►c. u/rr«�w o.�r� a.� Yrw;,�,s�l1ll wMyo.
911 Y RAF Or411b1+�= .: M6!
ROOF ZONES FOR GENERIC BUILDING
METHOD G: METHOD D:
810ATrO.O, 910AT6'0.C-
2(N0M)�� NR: NOT RATED. CONSULT DESIGN
a PROFESSIONAL AS NEEDED
Use this load table For structures which meet the following criteria:
Are localed in Exposure B area
Have either a flat roof, or gablelhap roof with max slope of 12-12
Have a mean loaf Height of 30 feet or less
FL17022.01: 2k a 5V C r irpo on 15132" plywoo
Wind 105 110 120 130 140 150 160 170 180 1$0 �Op
zone 1: A A A A A A A A A A A
ZDne 2; A A A A A A A
ne 3: A A A A A A B C }
Use this load table for structures which meet the following criteria
Are 1pCated in Exposure B area
Have eiher a Hat roof less than 70. hip roof with
Max slope of 12:12, or gable roof with slope between 4.4;12 & 12,12
r•iave a mean Rod Heighl of 30 Peet or less
_ L170 2.01: 26ga 5V Crimp on 15/32" PIywood
Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A A A A A
Zone 2: A A A A A A A A A B
Zane 3: A A A A A A A B
Use this load labile for structures which Teel the following criteria;
Are located in B, C, or D exposure area
Have either a flat roof, or gablelhip roof with rnax slope of 12:12
Have a mean Roof Height of 30 feet or less
ELI 70 r' I Ywood
Wind 106 110 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A PC D D D
Zone 2: A A A A C UP V D D D D
lone 3_ A A AM D Q Ln�
Use this load table far structures which meet the fdlowing Crilerja:
Are kcated in B, C, or D expoSure are@
Have either a Rat roof less ft n 7°, hip roof wrth
max scope of 12:12, or gable roof with slope between 4AA 2 & f 2A 2
Have a mean Roof Height of 30 feet or less
L170 2.01: 26aa 5V Crirnp on 15i32" pIVwood
Wind 105 110 120 130 140 150 160 170 18Q f 200
Zane 1: A A A A A A A B
Zone 2; A A A A A B D D
Zone 3; A A A B D D D D 0 D D