HomeMy WebLinkAboutAPPROVED, Updated, 7TH EDITION EXTREME 5V 26&24 GA METHOD B;, //Z4 S Nhh, 6 �
EXT R E M E M ETAL
FABRICATORS
$F(ZLt.F 7CAAFTFRS OF Mt-iAL PO('VIW, SY-'; MMS
MAX
FL17a.01-R8
Aga (min) MAX over 1 " (mln) plywood
Extreme Metal Fabricators
2120 SW Pomp Or I Palm City FL 3499Q
Product Description
5V Crimp style exposed fastener parcel with 24" max coverage and nominal
rib height of 3/8".
Product Material
26go (rain) steel
Corrosion resistant per Fec 1507.4.3 where required
Fastener
9 or #10 x 1.5" fastener with secling washer
Camplinnt with FBC 1506.6 where requirOd-
ubstrate Deck
15/32" (min) plywood or
3/4" (min) thick woad plank (min 8. . of 0-42)
Evaluated by:
David Eng, PE
Timberlake Cove, LLC
3324 W Unix+ Ave t#206 1 Goine9viIle FL
FL PE 91377 1 FL CA 33344
www.lim berLG keGove.c4m
tti31111JJ���,
LJnderla yrrent: Comply with local building Code or FOC 1507.1.1 where required-
Slope: Comply with loco building Code or FSC 1507.4.2 where requiried-
Re-Roofing. This pDnek maybe installed over a sirrgkin layer of existing shingles as permitted
by koCol building code or FBC 1511, provided the existing roof meets the conditions required by
the applicable code.
MaximuM Allowable Loads S Ilnstollation Requirements:
Meth °_ r o.c.: 66 RSF
M 93,5 9SF
Mothad C: #10. 12^-12pattern a_c.:..14L?SF
Method Y7: #10 x 1_ "- 2TM rxatterri-C.- 220 PSE
A factor of safety of 2 has been applied.
Technical Documentation:
This product has beiLm rested to the UL s80 stQndard by Architecturol Testing (now Intartek
Testing, TST-1527}, report D05893-01-450-18. F3366.01-450-18, and D05093L02-4SO-IS. As referenced In
FL 17022.01-R7
Gomphance Statement:
This product os described has demons#rated compliance with Florida $uiYding Cade 2020,
1504.3,2 (non-HVHZ) as required by FL Ruie 61G20.3, method 1D.
This product us described has beer) tested and demonstrcted compliance with;
• ULSOO - Test for Uplift Resistance of Roof Assemblies
• UL 1697 - Uplift test for roof covering systems
Design Process:
The load tables in this report provides orte prescriptive option for the fastening requirement
for the upplica#le wind Ioo4s for roofs within the parameters described- For roofs outside of
the Misted parameters, design wind Igpds shall be determined ps required by FBC 2609, ASCE 7, or
other design code in force, using oG4owable stress. These kaOd tables ore loosed on ASCE 7-16-
use of these tables assurnes that the structure is:
• F-nclosed and conforms to wind-borne debris provisions and is a regular shaped building
• Is not subject to across -wind Iocding, vortex shedding, or instability; nor rises it hove a
site location for which chorineling or buffeting warrant con5ideratian
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities raving jurisdiction.
Certification of Independence:
D4vid Eng, PE and Timberlake Goy*, LLC do nOt have, Floe will acquire a financial interest in any company
man ufuetvring or distributing products under this ♦vOkuation. The same entities do not Move, nor will
acquir*, a finae%cioI interest in any other entity involved in the approval process of the product,
Exclusions and Limitations:
Design pf dock and root itrupturi (to :nclud* nttachm*r%t of plywood or wood Plank} shall bs Completed by
others, Fire elnssificat ion and shear aiaphrpgm deai9r` are outsideL the scope of #hi# evnluotion- Accelerated
weatharirng/sal# apriny is outside the scope of this avoIuation.
Thi4 report is limif*Q to corrsplipnce with structural wind load requirements of FBC 1SO♦.3.2, Os requir&d by
Klwke 61024-3- Neither Timberlake Cove nor the manufacturer shall tie responsible for any conclusiont,
intrrpretorians, or designs mode by others based on this evoluotion report. This report is limited solely to
documenting c;4z +plionce with Rule 61020-3, and makes no express or implied worronty regorging
performance of this product- In*t4Llation shell be subject to thw local builp;ng code and authority having
jurisdiction; this report shall not be construed to supersed* Iocal codes in force.
MAX
F L 17022.01-R
Instructions:
Select the oppropriote load table that applies to the
structure 1n gUesti0n.
Determine the design wind speed for the project
locution.
Use the attachrmmi-it method indicoted for tha#
windspe#tl within each roof zone.
NOTE: ASCE 7-16 and FBG 2020 adopt a 7-2one concept -
For the load toblea below, the worst case was taken
for such zone and reported using the standord zones
Zone 1 includes zones 1 and V
Zone 2 includes zones 2e, 2r, and Zn
Zone 3 includes zones 25e and 3r
combining these zones creates a clear, simple
scheme, of the expense of some design efficiency.
Contoct the manufooturer for further infarmotion,
or consult a licensed design professional.
METHOD A:
#9 AT 1W O-C.
METHOD 9'
#10 Al 16" Q.C.
METHOD C:
910AT8"O. .
r
a
y 2
y _ 2. 31
2
� a
— W ftD4F 40ALE NOW
. spa W ,,,.T„�IP�,K erg i.. i ti.n.t,.�� rw.ie ■n .a,
swn.rin,a, n a tl++r ��ti �rox or r* aiu,
tll Yd[rilr��' R•P M OTVI .�r� £dOl
ROOF ZONES FOR GENERIC BUILDING
METHOD D;
10 AT 6" D.C.
12" (1' OM) 12- (NOM )-NR NOT RATED. CONSULT DESIGN
PROFESSIONAL AS NEEDED
Use Utiis 14ad table for structures whr-h meet the following Criteria'
Are located in Exposure B area
Have either a flat roof, or gable Mil proof wrth Max slope of 12:12
Have a mean Roof Height of 30 feet or less
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
Zone 3:
A A A
A A
A 9
C
Use thr9 load torte W structures whpcn meet ft following cntena
Are kicatab in B, C. or D exposure area
Have either a flak roof or gablelhip roof with max slope of 12-12
Have a mean Roof Height of 30 foot or less
Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1: AAAAAA Ac D 17 D
Zone 2; A A A A C D D D D D D
Zone 3: A A C D D D D D D
Use this road table fOr structures which meet the fallov,IN Criteria Use this 6wd table for Structures which meet the 101110WW9 Criteria.
Are kxcateed In Exposum 8 $rea Are located in B, C, or U exposure area
Have tether a flat roof less than r, hip roof wdn Have either a flat roof less Vwn r. hip roof with
max Slope of 12-12, or gabls roof wict, slope between 4 A:12 & 12'12 nw slope of 121Z or gable roof with slope bekwean 4AA2 & 12_#2
Have a mean Roof Heghr of 30 le et or less Have a mean Boot Height of 30 feet or leas