HomeMy WebLinkAboutIntegrity IM100FF(1)INTEGRITY METALS
Architectural Fabrication
I M 1 DOFF
25ga (min) 1 fi" wide (max) nailstrip panel over 15132"
plywood
Product Description: Nailstrip panel with 16" maximum panel width, and nominal rib height of I".
Product Material: 269a (min) steel. Corrosion resistance per FBC 1507.4.3 where required.
Fastener: #10 x 1° low profile fastener. Larger diameter and longer length fasteners are acceptable. Stainless fasteners are
acceptable. Compliant with FBC 1506.6 where required.
Substrate/Deck:15132" (min) plywood or 14" (min) thick wood plank (min S.G. of 0.42).
Max. Allowable Loads & Installation Requirements:
Method A: 78.5 ps# 1 Install fasteners every other hole (±10" o.c.)
Method B:108.5 psf I Use self -adhering underlayment and install fasteners every hale (±5")
Factor of Safety of 2.0 applied to calculate allowable toads,
METHOD A
FEMALE LEG SNAPS
--- ONTO MALE LEG
ti
1210 FASTENER
EVER OTHER
HOLE (tIV ❑-C.I
Evaluated By: David Eng, PE I Timberlake Cove, LLC
1317 Edgewater Or Ste 23391 Orlando FL
PE Lic. No: 81377 1 CA Lic. No: 33344
www.TimberLakoCove.com
METHOD B
/C� FEMALE LEG SNAPS
ONTO MALE LEG
A PANEL INSTALLED OVER
SELF -ADHERING LINDERLAYMENT
#10 FASTENER
EVERY HOLE
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'V,CENgF r�
DigilaAy signed by David E Eng
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No. $1377 —
Pale: 2021.06.0816-.401044'Ol3'
This item has been digitally signed and
seated by D.E, Eng, PE, on the date ',
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Indicated. Printed copies of this dooLiment •.��OFilb�
are not considered signed rrf
STATE OF
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and sealed and
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the signature must be varified on any
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Compliance Statement:
This product as described has demonstrated compliance with Fla rida Building Code 2020,15043.2 (no n-HVHZ) as required by FL Rule
61 G20-3, method 10; subject to the exclusionsllimitatians noted below.
Underfayment: Comply with local building code or FBC 1507.1.1 where required.
Slope: Comply with local building code or FBC 1507.4.2 where required.
Re -Roofing: This panel may he installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the
existing roof meets the conditions required by the applicable code.
Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, a other similar accessories between bottom edge
of pa net and drip edge, or in other tocatlons. The use of closures and sealants may be advisable in same cases, however that decision is the
discretion of the project owner and the installer.
Technical Documentation:
This product has been tested to the following standards by now Intertek Testing (TST 1527).
• UL5801UL1897: report I7726.05-450-44 (used with perm issian) and K4B46.01-450-44.
Design Process:
Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation
requirements.
Alternatively, as an option, the load tables in this report provides one proscriptive option forthe 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 an 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 and is not
subject to across -wind loading, vortex shedding, or instability; nor does it have a site locatian far 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 Cave, LLC do not have, nor411 they acquire a financial interest in any company manufacturing or distributing products
under this evaluation. The same entities do not have, nor will they acquire, a financial interest in any other entity involved in the approval or testing
process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include deck attachment) 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. Static water leakage 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 61 G20-3. Neither
Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based
i�
on this evaluation report. This report is limited solely to documenting compliance with Rule 61 G20-3, and makes no express or Oft
implied warranty regarding performance of this product..
Use this load table far structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof, or gablelhip roof with max slope of 45'
Have a meant roof height of 30 feet or less
FL28113.1: 26aa IIV1100FF on 1&32" phtwood
Wind 120 130 140 150 160 170 180 190 200
Zone 1: A A A A A A A A B
Zone 2: A A A A A B B B
Zone 3: A A A A B B
Use this load taWe for structures which meet the following criteria:
Are located in Exposure B area
Have either a flat roof less than 70, hip roof with
max slope of 45°, or gable roof with slope between 200 and 45'
Have a mean roof height of 30 feet or less
FL28113.1: 26aa IM100FF on 15132" DIvwood
Wind 120
130
140
150
160 170 180 190 200
Zone 1: A
A
A
A
A A A A A
Zone 2: A
A
A
A
A A B B B
Zone 3: A
A
A
A
B B B
Use this load tahte for structures which meet the fallowing criteria
Are located in B, C, or D exposure area
Have either a flat roof, or gable/hip roof with max slope of 450
Have a mean roof height of 30 feet or less
FL28113.1: 26c1a IM10OFF on 16132" plywood
Wind 120 130 140 150 160 170 180 990 200
Zone 1: A A A A B B B
Zone 2: A B B
Zone 3: B B
Use this load fable for structures which meet the following criteria:
Are located in B, C, or D exposure area
Have either a flat roof less than 7', hip roof with
rnax slope of 450, or gable roof with slope between 200 and 45°
Have a mean roof height of 30 feet or less
FL28113.1: 26pa IM100FF on 15132" DNwood
Wind 120 130 140 160 160 170 180 190 200
Zone 1: A A A A A B B
Zone 2: A A B B B
Zone 3: A B B
OPTIONAL ENGINEERING LOAD TABLES
Instructions:
Select the appropriate load table Ihat appIias to the structure in question.
Determina tha des 1gnwind speed forthe project location.
Use the attachment method indicated for that windspead within each roof zone.
NOT€:ASCE 7-16 and F8C 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 1 and 1'
Zone 2 includes zones 2a, 2r, and 2n
Zone 3 includes zones 3e and 3r
Combining these zones creates a clear, simplescheme, at the expanse of some design efficiency.
Contact the me n of a ctorer f or f urther into rmation, or consuIta licensed design profass ional.
Application:
There are conservative assumptions us ad in combining scenarios for these load tahfes for cases
when the required design load is unknown. The maximum allowable loads for this product are
shown on page 1 of this approval. If the required allowable design loads are known, and the
required design loads are less than the allowable load of the product, then the product is
suff icient to r us a, and these optional load tables can be igngred.
If the required design Ina dsare NOT known, then the appropriate load table here may be used.
These optional load tables are subordinate to the max allowable loads shown on page 1 (they are
merely one conservative application of those toads),In no case shall these [gad tab[as be
interpreted to restrict the application of this product mare than the max allowable loads shown on
page 1. The max allowable loads shown on page 1 are the controIli n d esig n data for this p rod uct;
NOT these optional lead tables.
t 1 2
2'�
2: 1 2 -- W — 3 a
2..
11 2 1 1 2
a 3 2 3 1
HIPROOF GABLE ROOF a
M M LEAST IIO MTA4 WMEt4WWf OR"] WIIW4(EVER PS SMALLER EW NOT
LESS rFON VT HER M1:'. OF LEAST HORIZONTAL DIMENSION OR ZFT IO HMF
OR AS OH ERMINLO HY DESJGN OR OT H[R APPLIGAftE CLIpE
ROOF ZONES FOR GENERIC BUILDING