HomeMy WebLinkAboutProduct Approval 12/22/2021 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL29444-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments RECEIVED
Archived
Product Manufacturer Integrity Metals LLC
Address/Phone/Email 2604 B Piper Drive gt,Lt1Cl2 GoUnr1
Vero Beach,FL 32960 perrniin9
(772) 584-2654
Admin@integritymetalsfl.com
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Authorized Signature Joe Keene
Admin@integritymetalsfl.com E
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Technical Representative
Address/Phone/Email
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I Quality Assurance Representative
Address/Phone/Email
' Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
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Florida Engineer or Architect Name who developed the David Eng
Evaluation Report j
Florida License PE-81377
Quality Assurance Entity PRI Construction Materials Technologies;:LLC
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Quality Assurance Contract Expiration Date 05/25/2023
Validated By James R Wally, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL29444 R2 COI 032AI IM100FF plywood.pdf
Referenced Standard and Year(of Standard) Standard Year
UL 580 2006
REVIEWED
Equivalence of Product Standards FOR
Certified By Co®E ��
iVIPLIANCE
Sections from the Code ` ��• LU IE 90UNTY g®CC
y" y v3 6;
Product Approval Method Method 1 Option D FILE
COPY
https://www.floridabuilding.org/pr/pr_app_dtl.aspx 1/3
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12/22/2021 Florida Building Code Online
Date Submitted 06/09/2021
} Date Validated 06/11/2021
Date Pending FBC Approval 06/17/2021
Date Approved 08/10/2021
Summary of Products ,
� I
'FL# Model,Number or Name Description
29444.1 01 1 032AI (nom)IM10OFF on 15/32" 0.032"aluminum (nom)or thicker IM10OFF nailstrip on 15/32"
I. plywood plywood (min)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL29444 R2 II 032AI IM10OFF plywood.pdf
Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377
mpact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-153.5 Evaluation Reports
Other: -153.5 psf @ t5"o.c.WITH adhesive 1 86 psf @ 15" FL29444 R2 AE 032AI IM100FF plywood.pd-
o.c.WITHOUT adhesive. Created by Independent Third Party:Yes
'I 29444.2 02 1 26ga(min)IM36TR on plywood 26ga(min)IM36TR exposed fastener ag panel on 15/32"
plywood (min)
I'•I'"I Limits of Use Installation Instructions
Approved for use in HVHZ: No FL29444 R2 II 26ga IM36TR plytvood.pdf
Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party.: Yes
Design Pressure: +N/A/-78.5 Evaluation Reports
Other: -78.5psf @ 12"o.c.with 9"-9"-9"-9"fastener pattern FL29444 R2 AE 26ga IM36TR plywood.pdf
Created by Independent Third Party: Yes I
29444.3 03 1 26ga(min)IM450SL on 15/32" 26ga(min)'IM450SL 1.5" (nom)clip system snaplock panel with
plywood(min) 16"coverage(max)on 15/32" plywood (min)
Limits of Use Installation Instructions
Approved for use in HVHZ: No F1_29444 R2'.II 26ga IM450SL ply_wood.Ddf
Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created,by Independent.Third Party:-'Yes
Design Pressure: +N/A/-86 Evaluation Reports
Other:-86 psf @ 12"o.c. using 3"clip with(2)fasteners FL29444 R2 AE 266a IM450SL plywood.pdf
Created by Independent Third Party: Yes
29444.4 04 1 26ga(min)IMSVC on 15/32" 26ga(min) IM5VC exposed fastener 5V crimp panel on 15/32"
plywood plywood (min)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL29444 R2 II 26ga IMSVC plywood,pdf
Approved for use outside HVHZ:Yes Verified By: David Eng, PE 8113771, I
Impact Resistant: N/A Created by Independent Third Part 'Yes'
Design Pressure: +N/A/-116 Evaluation Reports
I"lly:' Other: -116psf @ 12"o:c.with 12"-12"fastener pattern FL29444 R2 AE 26ga IIMSVC plywood.pdf i
Created by Independent Third Party:Yes
'i.' 29444.5 05 1 26ga(min)IM36TR on OSB 26ga(min)IM36TR'exposed fastener ag panel on,17h'2"OSB
(min)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL29444 R2 II 26ga IM36TR OSB.pdf
Approved for use outside HVHZ:Yes Verified By: David IEng,IPE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-93.5 Evaluation Reports
Other: -93.5psf @ 12"o.c.with 9"-9"-9"-9"fastener pattern FL29444 R2 AE 26ga IM36TR OSB,pdf
Created by Independent Third Party:Yes
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ti� I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone":'850-487-'1824�
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privaty Statement::Accessibility Statement::Refund�'Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If.you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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2/3https://www.flo�idabuilding.org/pr/pr_app_dtl.aspx
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12/22/2021 Florida Building Code Online
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx 3/3
FL PRODUCTmi
APPROVAL
INTEGRITY METALS,
Architectural Fabrication
MID-OFF
032 (nom), 16" wide (max) nailstrip panel over, 15/32"
plywood '.4;
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Product Description: Nailstrip'panel with 16"maximum panel width,and nominal rib height'of 1rt.''`.
.. JI', •' � ��.' 'f III. li li'
Product Material: Nominally 032 aluminum or thicker
Fastener:#10 z 1"low profile fastener. Larger diameter and longer length fasteners are accepta,lile. Stainless fd en', s'ark,,
acceptable.,,Compliant with FBC 1506.6 where required.
Substrate/Deck: 1'5132"(min) plywood or 3/4'(min)thick wood plank(min S.G.of 0.42).:;
Max.Allowable,Loads& Installation Requirements:
Method A:86 psf I Install fasteners every hole (±5"o.c.) II
I,
Method B:153.5 psf I Use self-adhering underlayment, install fasteners every hole (±5"),and apply continuous bead of
sealant to male leg of panel before snapping.
Factor of Safety of 2.0 applied to calculate allowable loads.
HOD A METHOD B
MST
FEMALE LEG SNAPS �—FEMALE L64G iSNAPS
ONTO MALE LEG ONTO hdALE LEG
`` �---SEALA14T APPLIED TO
I BASE OF I-AALF 1-FC
PANEL INSTALLED OVER
910 FASTENER SELF-ADHERING UNDERLAY10ENT
EVERY HOLE `—=.10 FAS I E N E R
1±�) EVERY HOLE
EN
Digitally signed by David E Eng
`
Contact Into: ,I
✓� � No.81377
david.eng@timberlakecove.com
Date:2021.06.08
16:3920-04'00'
Evaluate'd'By',David Eng PE I Timberlake Cove LLC This item has been digitallysigned and { '. �•`
r r sealed by D.E.Eng, PE, on the date 0 '•',' ,: STATE OF, ((/
1317 Edgewater'Or Ste 2339 I Orlando FL indicated. Printed copies'of this document � '•, F(ORIDP• '•'•
are not considered signed and sealed and i/ is `C.)
PE Lic. No: 81377 I CA Lic. No:33344 the signature must be verified on any ��/SIONAL
electronic copies �� it 11110
www.TimberLake Cove.cam
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A INTEGRITY METALS FL 29444.01 -R2
Architectural Fabrication
Compliance'Statement:
This product'as;described has demonstrated compliance with Florida Building Code 2020,15'04.3.2 (non-HVHZ)'as required by FL Rule
61 G20-3,method 1 D;subject to the-exclusions/limitations noted below.
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Underlayment:Comply with local building code or FBC 1507.1.1 where required.
Slope:Complywl�'ith,local building code or FBC 1507.4.2 where required. `
Re-Roofing,.T'hi' panel may be installed over a single layer of existing shingles as permitted by local building code or,FBC 1511;provided the
existing roof,me,etsi'the conditions required by,the applicable code.
PanelAcces son es:The manufacturer does not require the use of closures,sealants,butyl,or other!similar accessories between bottom edge
of panel and'drip edge,or in other locations.The use of closures and sealants may be advisable in some cases,however that decision is the
discretion of the project owner and the installer.
Technical Documentation:
This roduct,ha',been tested to the following standards b Intertek Testing (TST 1527).
P � 9 Y 9
• UL,00.UL1897:report 14625.04-450-44 and J4161.03-450-44.
Design Process ',!
Compare;•the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation
requirements. . :;:, I•,p .
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 dete'imined as
required by FB.CJ 609,ASCE 7,or other design code in force,using allowable stress,These load tables are based on ASCE 771 b.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,wartant
consideration
Engineering an,alysis'may be completed by other licensed engineers for project specific approval by'local'authorities having jurisdiction.,
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Certificati'on1oflndependence: `I
David Eng PE and Timberlake Cove,LLC do not have,nor will they acquire a financial interest in any company manufacturing or distributing products
under this evalua#ion.The same entities do not have,nor will they acquire,a financial interest in any other entity involved in the approval ontesting
process of the product.,
Exclusions and Limitations:
Design of&ck'and roof,structure(to include deck attachment)shall be completed by others.Fire classification and shear
diaphragm!design?are outside thescope of this evaluation.Accelerated weathering/salt spray is outside,the'scope of this;:.
evaluation.Static'pter 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 byothersbased' E1
on this evaluation!�eport,This report is limited solely to documenting compliance with Rule 61 G20-3,and makes no express or
implied warranty regarding performance of this product.
i i :ter 'i) I• ' i• I i �•r. ' 1 i ►J `�I � r,. i+ i r,
INTEGRITY METALS FL 29444.01
Architectural Fabrication
,fJ \
Use this load table for structures which meet the following criteria: OPTIONAL'ENGINEERINGlOAD TABLES,
Instructions:
Are located in Exposure B area
Have either a flat roof,or gablelhip roof with max slope of 45° Determine
the appropriate load table that applies to the structure in question.
Have a mean roof height of 30 feet or less Deterr mine the design wind speed for the project location.
Use the attachment method indicated for that windspeed within each roof zone.
FL294441: 032AI IM100FF 1" nail strip on 15/32" P NOTE:ASCE 7-16 and FBC 2020 adopt a 7-zone concept.For the load tables below,the worst
Wind 120 130 140 150 160 170 180 190 200 case was taken for each zone and reported using the standard zones 1-2-3:
Zone 1: A A A A A A A A A. Zone 1 includes zones 1 and 1'
Zone 2: A A A A A A B B B Zone 2 includes zones 2e,2r,and 2n
Zone 3: A A A A : B B B B Zone 3 includes zones 3e and 3r
Combining these zones creates a clear,simple scheme,at the expense of some design efficiency,
Use this load table for structures which meet the following criteria:
Contact the manufacturer for further information,or consult a licensed design professional.
Are located in Exposure B area Application:
There are conservative assumptions used in combining scenarios for these load tables for cases
Have;either a flat roof less than 7°,hip roof with when the required design load is unknown.The maximum allowable loads for this product are
max slope of 45°,or gable roof with slope between 20°and 45°
,, ,, „ shown on page 1 of this approval If the required,allowable design loads are known,and the
Have s mean roof height of 30 feet or less required design loads are less than the allowable load of the product,Ilion the,product is
FL29444.1: 032AI IM100FF 1" nail stripon 15/32" Plywood sufficient for use,and these optional load tables can be ignored.
!Wind 120 130 140 150 •160 170 180 190 200 If the required design loads are NOT known,then the appropriate load table here may be used.
�' Zone 1: AI A', A A A A A A A' These optional load tables are subordinate to the max allowable loads shown on pogo 1 (they are
Zone 2: A A', A A A A A B B. merely one conservative application of those loads).In no case shall these lded tables be
Zone 3: A A'. A A A B B g B!'' interpreted to restrict the application of this product more than the max allowable loads shown on
page 1.The max allowable loads shown on page fare the controlling design data for this product,
NOT these optional toad tables.
Use this load table for structures which meet the following criteria: �a
Are located in B,C,or D exposure area
Have either a flat roof,or gable/hip roof with max slope of 450 ' r
�� 2 2 3
Have,,a mean roof height of 30 feet or less a J
FL29444.1: 032AI IM10OFF 1" nail strip on 15/32" Plywood \2\ 2
Wind 120 130 140 150 160 170 180 190 200Zone 1: A A A A A B B B B \
2 t 2 2 3 a
J,Zone2: A ' A� ,'� B,: .B .B B - 2 2 31�
Zone 3: A . B ., B B B
/ 1 1 2
2
Use this load table for structures which meet the following criteria: / 2 1
Are located in B, C,or D exposure area a_131 2 2 3 a
Have.eithe,r a flat roof less than 70,hip roof with
Max slope.of 45°,or gable roof with slope between 200 and 450 a HIP ROOF GABLE ROOF a
Haveia mean roof height of 30 feet or less
FL29444.1: 032AI IM100FF 1" nail stripon 15/32" ood L SSTHAl EASTHOIZO OF TAL
LEAST
ROOT LDIMENI ION OR IS SMALLER,BUT NOT
LESS THAN EITHCR AY.OF LEAST HORIZONTAL DIMENSION OR JFT(0.9lA).
OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE.
;Wind 120 130 140 150 160 170 180 190 200
- - - ROOF ZONES FOR GENERIC BUILDING
Zone 1: -A X A' A A B , B B B
Zone 2: A, A A B B B B B
Zone 3: A. B B B B B
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