1685 ATLANTIC BEACH DR RES25-0023 FL29523_R4_II_32Al_100SL_plywood_nonHVHZ (1)-1AIL
METAULLIANCE
A Value Added Supplier of Metals
100SL
1 " NAILSTRIP 032 ALUMINUM
032 Aluminum (min) 1" Nail Strip over 15/32" (min) plywood
Metal Alliance, Inc:
2120 SW Poma Dr I Palm City FL 34990
Produced by Metal Alliance's Network of Approved Regional Manufacturers
100S L
FL29523.01 - R4
Product Description
Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1"
Product Material
Nominally 0.032" aluminum or thicker
Fastener
#10 1 -inch pancake 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
FL PE 81377 • FL CA 33344
1317 Edgewater Dr Ste 2339
Orlando FL
timberlakecove.com
Digitally signed by
David E Eng
Date: 2023.12.16
15:40:09-05'00'
This item has been digitally signed and sealed by
David Eng, PE on the date indicated. Printed
copies of this document are not considered signed
and sealed and the signature must be verified on
any electronic copies.
E.
OGEN
No. 81377
-0
0 STATE OF
i� FZORIDP-
/4NAL
METALALLIANCE
A Value Added Supplier of Metals
100SL FL29523.01 - R4
Underlayment: Comply with local building code or FBC 1507.1.1 where required.
Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required. FBC 1507.4.2 minimum
slope is 1/4:12.
Re -Roofing: This panel may be 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.
Technical Documentation: This product has been tested to the UL 580 standard by Intertek Testing (TST-1527),
report J6368.02-450-44 R0.
Compliance Statement: This product as described has demonstrated compliance with Florida Building Code
2023, 1504.3.2 (non-HVHZ) as required by FL Rule 61 G20-3, method 1 D.
This product as described has been tested and demonstrated compliance with:
• UL580 — Test for Uplift Resistance of Roof Assemblies
• UL 1897 — Uplift test for roof covering systems
Maximum Allowable Loads & Installation Requirements:
Method
Fastener Pattern
Fastener Spacing
Other Requirements
Allowable Pressure
Method A
#10 x 1" fastener
6" o.c.
Install over self -adhering
underlayment
-168.5 PSF
A factor of safety of 2 has been applied.
Fasteners are installed through the metal flange, NOT through the pre -punched slots.
METALALLIANCE
A Value Added Supplier of Metals
1O0SL FL29523.O1 - R4
Design Process: Compare the maximum allowable loads on page 2 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 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 7-22. 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
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.
Notice to Other Entities: This product approval applies only to metal supplied by Metal Alliance or its formally
approved manufacturing partners. Other manufacturers, distributors, installers, engineers, architects, or other
parties relying on this approval for any product not supplied by Metal Alliance assume full, strict product liability.
Traceability of coil, audited quality assurance programs, and compliance with FAC 61 G20-3 are solely the
responsibility of the entity relying on this approval. Metal Alliance assumes no liability for non-compliance or
product performance for any product relying on this approval but not supplied by Metal Alliance.
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 same entities
do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.
Exclusions and Limitations: 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
61 G20-3. 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.
ANlik
METAULLIANCE
A Value Added Supplier of Metals
OPTIONAL ENGINEERING LOAD TABLES
Use of Load Tables: These load tables are provided as a
courtesy to provide one possible prescriptive option for a generic,
typical structure without calculating the design pressures.
For structures outside the parameters of these load tables (e.g.
height above 30 feet), calculate the required allowable design
pressure and compare to the maximum allowable loads shown on
page 2. These load tables shall not be construed to in any way
limit the installation of this product to the cases shown.
Instructions: Select the appropriate load 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.
METHOD A
FEMALE LEG SNAPS
ONTO MALE LEG
#10 FASTENER
AT6"OC
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 45°
Have a mean Roof Height of 30 feet or less
FL29523.01: 032AI 100SL 1" nail stria on 15/32" olvwood
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 A A
Zone 3: A A A A A A A A A A A
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 45°, or gable roof with slope between 20° and 45°
Have a mean Roof Height of 30 feet or less
FL29523.01: 032AI 100SL 1" nail stria on 15/32" olvwood
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 A A
Zone 3: A A A A A A A A A A A
100SL FL29523.01 - R4
a 10% OF LEAST HOIZONTAL DIMENSION OR 0 4h, WHICHEVER IS SMALLER, BUT NOT
LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 9FT (0.9M).
OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE.
ROOF ZONES FOR GENERIC BUILDING
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 45°
Have a mean Roof Height of 30 feet or less
FL29523.01: 032AI 100SL 1" nail stria on 15/32" nlvwood
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 Ji
A
Zone 3: A A A A A A A A
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 7°, hip roof with
max slope of 45°, or gable roof with slope between 20° and 45°
Have a mean Roof Height of 30 feet or less
FL29523.01: 032AI 100SL 1" nail stria on 15/32" nlvwood
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 A A
Zone 3: A A A A A A A A A