HomeMy WebLinkAboutdoc04937320211007144200EXTREMEMETAL
FABRICATORS
SKILLED CRAFTERSOFMETAL R00FINGSYSTEMS
032 Aluminum (min) SNAPMAX over 15/32"" (min)
plywood
Extreme Metal Fabricators
2160 SW Poma Dr I Palm City FL 34991,
Product Description
Noilstrip, snoplock style panel with a 16" maximum panel width and a
nominal rib height of 1"
Product Material
Nominally 0.032" aluminum or thicker
Fastener
x,-l-,inch ,-pan,cak,e style fastener
Compliant with FBC 1506.6 where required.
Substrate/Deck
15/32" (min) plywood or
3/4" (min) thick wood plank (min S.G. of 0.42)
Evaluated by:
David Eng,PE
Timberlake Cove, LLC
3324 W U n iv Ave #206 1 Gainesville FL
FL PE 81377 1 FL CA 33344
www.TimberLakeCove.com
4.4///
ly signed No. 81377
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Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required.
Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required.
Re -Roofing- This panel may be installed over a single layer of existing shingles as permitted
by local building code or FBC 1511/1521, provided the existing roof meets the conditions
required by the applicable code.
Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required.
Method A: #10 x 1" fastener at 6" o.c. along nail strip with sealant: 175 PSF
For Method A, use continuous bead of Geocel 2320 sealant or similar.
A factor of safety of 2 has been applied.
Fasteners are installed through the metal flange, NOT through the pre -punched slots.
Technical Documentation:
This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527),
report G3443.36-450-44 as referenced in FL 28059.04-RO.
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020,
1504.3.2 (non-HVHZ) and 1518.9.1/1523.6.5.2.4 (HVHZ), as required by FL Rule 61G20-3, method 1D.
This product as described has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies
W6 1897 Uplift *es* fer- Feef -sover-iRg rys*ep;s
TAS 125 Standard Requirements for Metal Roofing Systems
• TAS 100 Wind and Wind -Driven Rain
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The load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described. For roofs outside of
the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or
other design code in force, using 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 a regular shaped building
• Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a
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 Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company
manufacturing or distributing products under this evaluation. The some entities do not have, nor will
acquire, a financial interest in any other entity involved in the approval process of the product.
Design of deck and roof structure (to include attachment of plywood or wood plank) shall be completed by
others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated
weathering/salt spray is outside the scope of this evaluation.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by
Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions,
interpretations, or designs made by others based on this evaluation report. This report is limited solely to
documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding
performance of this product. Installation shall be subject to the local building code and authority having
jurisdiction; this report shall not be construed to supersede local codes in force.
Instructions:
Select the appropriate food table that applies to the
structure in question.
Determine the design wind speed for the project
location.
Use the attachment method indicated for that
windspeed within each roof zone.
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept.
For the load tables below, the worst case was taken
for each zone and reported using the standard zones
1-2-3:
Zone 1 includes zones I and 11
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simple
scheme, at the expense of some design efficiency.
Contact the manufacturer for further information,
or consult a licensed design professional.
METHOLE.". A
FEMALE LEG SNAPS
ONTO MALE LEG
SEALANT APPLIED TO
BASE OF MALE LEG
#10 FASTENER
AT6'O.C.
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof, or gable/hip roof with max slope of 12:12
Have a mean Roof Height of 30 feet or less
a I" Or LEASTf*=0WAL 044ENSION OR Oats, M10iE1JER M SMALLER, BUT NOT
LESS TH NEITHER 4% OF LEAST HOMM"TAL MCWROU OR 3FT (0,W)
M AS DETEMWED ffY DESM M OTHER li CAULC CODE.
om
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof, or gable/hip roof with 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
nd
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 1:
A A A A
A A A A A A Ai
Zone 2:
A A A A A A A A
A A A
Zone 2:
A A A A
A Y,
A A A A A A
Zone 3:
A A -A A A A A A
A A A
Zone 3:
A -A- A -A
A A A A t
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 7*, hip roof with
max slope of 12:12, or gable roof with slope between 4.412 & 12:12
Have a mean Roof Height of 30 feet or less
FL25621.08: 032 SnaoMax on ISM" olvwood
14-Ind 105 110 120 130 140 150 160 170 180 190 200,
'Zonel: AAA AAAAAAAA1
;Zone 2: AAA AAAAAA AA,
Zone 3: AAA AAAAA AAA"
Use this load table for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof less than 70, hip roof with
max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12
Have a mean Roof Height of 30 feet or less
FL25621.08: 032 Snap Max on 15/32" Iolmood
,Wind 105 110 120 130 140 150 160 170 180 190 200
ZDne 1: A A A A A A A A A A A
Zone 2: A A A A A A A A A A A
Zone 3: A A A A A A A A A) AW N