HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFr r Professional
Business 3 I Regulation
eCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats:t Facts Publications Contact Us 6CLS Site Map Links Search
ba
Product Approval
USER: Public User
Prod gproval Menu > Product or Agl2lication Search > A201lcatlon List a Appl leatlon Detail
FL #
FL31655-R1
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer Engiert Inc.
Address/Phone/Email 1200 Amboy Ave.
Perth Amboy, N3 08861
(732) 826-8614 Ext 3909
j.tripod@englertfnc.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Joseph F. Tripod
Address/Phone/Email 1200 Amboy Avenue
Perth Amboy, NJ 08862
(732)826-8614
jftri pod@aol. corn
Quality Assurance Representative Joseph F. Tripod
Address/Phone/Email 1200 Amboy Avenue
Perth Amboy, NI 08862
(732)826-8614
jftripod@aol.com
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florlda
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the James L. sucker, P.E.@ CBUCK Engineering
Evaluation Report
Florida License PE-#31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL31655 R1 COI CV[LiifiOtCQFIndep.pdf
Standard
TAS 100
TAS 125
Year
1995
2003
Sections from the Code
Produd Approval Method Method 1 Option D
Date Submitted 09/14/2020
Date Validated 10/06/2020
Date Pending FBC Approval 10/07/2020
Date Approved 12/16/2020
Summary of Products
FL M
Model, Number or Name
Description
31655.1
1 -'Series 1120'
24 gauge steel Nallstrip roof panel mechanically attached to
Wood Deck with screws
Llmks of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-SeeTable
Other: Install roof panel assembly in compliance with the
Installation method listed In this report and applicable code
sections of FBC. Refer to manufacturer's Installation
mo tmdions as a supplemental guide for attachment.
Installation Instructions
F 1655 Rl It 1 S1120 24 a W,,dO,ck EVALREPORTpd[
Verified By: lames L. Buckner, P.E. ® CBUCK Engineering P.E.
#31242
Created by Independent Third Party: Yes
Evaluation Reports
F 1655 R3 AF 1 S1120 2ilaa MgQeck EVAUREPORTpdf
Created by Independent Third Party: Yes
Coined Us:: 2601 ekir Snne PnzE Ta labamnF _ ase'85048
TheSpite of FbtMalz an Weep appliae'. Cnovtloht le07-2013 Rm 0"hade ;;pmle„ om ateent;: as c_ ny yMand
Under Rom leemwee , small addare WWhc records. Hyou cb not ontypur e-mail distributedistributereleexd In pmed b a publlommand m4iIM mot minal errand
Mail W the altay.Vu[aw d,nfan the beach, by phone or by tradhanal lfyou have any yueme,pie nta¢ 850.487.1395. flp,mumunt to SeGbn 4bs275(1),
course Sbo ted, eflebuyu Ottober 1, 2012, It-.. premed under C I,PW 455, F.S. court provide the Department Mth an small add:w a Mey have one. ire ema16
pmvWN may be used rwolatlal communication wed the Ilembee. Howcrtr email addwcz am public rei if you do not each W supply a pa:conal address, phase
provide the Department with an email eddmss which can be made available to the pull's. Ia detelmine If you am a penes under p dddbr 455, hs., plmse dfidk g.
vndua approval adapts:
®®® FQ®
Crecht Card
Sale
CBUCK Engineprinq
Speclalrll Structural E=nglnPering
Evaluation Report
"Englert" Series 1120"
Metal Roof Assembly
Manufacturer:
Englert,Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732)826-8614
for
Florida Product Approval
# FL 31655.1 R1
CBUCK, Inc Certifirote ofAuthorizolion #90W
Florida Building Code 7th Edition (2020)
Method: 1- D
Category: Roofing
Sub -Category: Metal Roofing
Product:
Material:
Panel Thickness:
Panel Width:
Panel Seam:
Support:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 20-234-SI120-S4W-ER
(Revises20-208-51120-S4W-ER, f13165sl)
Date: 9 / 10 / 20
Contents:
Evaluation Report Pages 1-6
"Series 1120" Roof Panel
Steel
24 gauge
16"
That liter, has been electronically signed and
Snap -Lock ,earad b,AnnesL. Buckner, P.E., on this date
Wood Deck using a Digital Signature. Printed copies of this
document are not mnaidered signed and sealed,
and the signature must be verified on any
en.v.ric wpfes.
*' No 31242
ai
BTAIE OF
CBUCK, Inc. dba CBUCK Engineering 2020.09.1413:35:47.04'00'
Pbone:(561) 4919927 Email: ,buck@cbuckinc.net Website: yrvrvv.cbuckinc.net
Business'. 1374Community Dr..Jupiter FL3345E Corp/Mailing:2637E.Atlantic Blvd. 934069. fbmpmao Beach, FL 3306E
FILM FL 31655.1 R3
Date: 9 / 10 / 20
CBUCK Engineering Page
No.:2 f63451120-S4W-EP
Specialty Structural Engineprincg
Manufacturer:
Englert, Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
(732)826-8614
http://www.englertinc.com/
Product Name:
"Series 1120"
Product Category:
Roofing
Product Sub -Category
Metal Roofing
Compliance Method:
State Product Approval Rule 61G20-3.005(1)(d)
Product/System
"Series 112V Roof Panel
Description:
24 gauge steel Nailstrip roof panel mechanically attached to Wood Deck with
screws.
Product Assembly as
Refer to Page 4 of this report for product assembly components/materials &
Evaluated:
standards:
1. Roof Panel
2. Fasteners
3. Adhesive
4. Undedayment
5. Fire Barrier Board
Support: Type:
Wood Deck
(Design of support system is outside the scope of this evaluation.)
Description:
• 15/32' or greater plywood,
or Wood plank (min. specific gravity of 0.42)
Deck attached with 8d ring shank nails per current FBC with fasteners spaced 4" o.c.
over 2x wood rafters 12" ox.
Slope: Minimum slope:
3:12 (Non-HVHZ) Per FBC 1507.4.2
2:12 (HVHZ) Per FBC 1515.2
Roof slope shall be in compliance with FBC Chapter 15 based on the type of roof
covering, applicable code sections and In accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure: METHOD I: -120 PSF
(Refer to -Table 9 attachment details herein) METHOD 2: -176 PSF
FL#: FL 31655.1 RI
DateRepo: 9 / 10 / 20
CBUCK Engineering Page No•:3of6 51120-54W-ER
Specidll StrUCFLlydl Gnigirtpprlrl[j CBUCK, Inc CeraRcote ofAuthoractim O i54
Performance The product described herein has demonstrated compliance with:
Standards: • TA5125-03—Standard Requirementsfor Metal Roofing Systems
• TAS 100.95 — Test Procedure for Wind and Wind Driven Rain Resistance of
Discontinuous Rnof Systems
Code Compliance:
The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
Evaluation Report
This product evaluation is limited to compliance with the structural requirements of
Scope:
the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and
• Scope of 'Limitations and Conditions of Use" for this evaluation
Conditions of Use:
This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 611320-3.005. Per Rule 611320-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval".
• Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having Jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• All metal components and fasteners shall be corrosion resistant In accordance
with applicable sections of FBC, including but not limited to Sections 1504.3.2,
1506.6 and 1507.4.4. For HVHZ areas, all roofing accessories shall comply with
FBC Sections 1517.5 and 1517.6.
• All insulation fasteners, membrane fasteners and stress plates shall comply with
FBC Section 1520.4 as applicable.
• The design pressures listed herein is applicable to all roof pressure zones.
Rational analysis or extrapolation to enhance pressure is not permitted in HVHZ
zones.
• Maximum panel lengths, valleys & panel accessories shall comply with Roofing
Application Standard RAS 133 as applicable In HVHZ areas.
• Deck shall be in compliance with applicable building code.
• Fire Classification is outside the scope of Rule 61G20-3 and is therefore not
included in this evaluation.
• All panels shall be permanently labeled with the manufacturer's name and/or
logo.
• This evaluation report approves the product assembly as described in this report
for use in the High Velocity Hurricane Zone (HVHZ) code section. (Dade &
Broward Counties)
FL III: FL 3165S.1 Al
Date: 9 / 10 / 20
Page N° f364-51120-Saw-ER
CBUCK Engineering
ISpl c:6,31 y Structural Engineerinq OUCK, Inc Certhmte ofAurhar;izabon naos4
Quality Assurance:
The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA
1824).
Components/Materials
Roof Panel: Englert Series 1220
(by Manufacturer):
Material: Steel
Thickness: 24 gauge (min.)
Panel Widths: 16" (max.)Coverage
Rib Height: 1"
Material Standards: Per FBC 1507.4.3(Non-HVHZ, 1518.9(HVHZ)
Corrosion Resistance: Per FBC 1507.4.3(2) (Non-HVHZ), 1518.9 (HVHZ)
Fastener:
Type: Low Profile Pancake -Head Wood Screw
Size: #10z 1"
Corrosion Resistance: Per FBC 1506.6 & 1507.4.4(Non-HVHZ), 1518.9(HVHZ)
Standard: Per ANSI/ASME B18.6.1(Non-HVHZ), 1517.5 (HVHZ)
Seam Adhesive/Sealant:
Product Name: Geocel 2320
Type: One component, tripolymer adhesive
Application Size: 3/8" continuous bead
Application Location: along male flangethe full length of panel
(Design of adhesive is outside the scope of this evaluation.)
Components&
Underlayment:
Materials:
One of the following per FBC 7th Edition 12020), Section IS18.4. Installation shall
(by Others)
comply with FBC including Sections 1518.2, Section 1518.3 when applicable and in
accordance with roof manufacturers recommendations:
• Any HVHZ approved underlayment
• Or one ofthe following as a minimum:
(all with minimum 6" endlaps)
o Double layer -Compliant with ASTM 0 226, Type I with a 19" headlap
o Single layer - Compliant with ASTM D 226, Type II with a 4" headlap
o Single layer -Compliant with ASTM D 2626 with with a e headlap
Underlayment shall be anchored with min. 12 Ga. X 1-1/4" galvanized annular ring
shank roofing nails with 32 ga. tin tags spaced 6" o.c. in rows at perimeter and
overlaps, and two intermediate staggered rows at 12" o.c.
Fire Barrier Board:
Any approved fire barrier with current approval.
%" min. fire barrier shall be anchored with min. 12 Ga. X 14/4" galvanized annular
ring shank roofing nails with 32 ga. tin tags spaced 6" o.c. in rowsat perimeter
and overlaps, and two intermediate staggered rows at 12" o.c.
(Fire classification is outside the scope of this evaluation. Refer to current fire
listings for installation of fire barrier & fire rating of this system.)
CBUCK Engineering
FL IF:
FL 336SSA R1
Date:
9 / 10/ 20
Report No.:
20-234-51120-54W-ER
Page
5 of 6
Specialty Structural EnglnP2ring Ca0CK1"a Ca'tlPmte ofAsth"llotwo a8064
Installation: Installation Method:
(Refer to "TABLE A" below and drawings at the end of this evaluation report.)
• Fastener Spacing: Refer to 'TABLE A" Below
(along the length of the panel)
• Rib Interlock: Snap -Lock
(Panel ribs shall be fully engaged to form an integral snap -lock.)
• Seam Adhesive: Apply along male flange thefull length ofthe panel.
• Minimum fastener penetration thru bottom ofsupport, 3/16".
Fasteners attached through panel where there are no pre -drilled nail slots;
through underlying underlayment, tin tags and barrier board into plywood
deck.
• For panel construction at the end of panels, refer to manufacturer's instructions
and any site -specific design.
TABLE "A"
Series 1120"124 gauge) Roof Panel attached to Wood Deck
ALLOWABLE LOADS
METHOD
METHOD
Design Pressure:
- 120 PSF
- 176 PSF
Fastener Spacing:
6" o.c.
6" o.c.
Seam Adhesive:
Not required
3/8" continuous bead
Notes:
• Allowable design pressunds) for allowable slressdesign (ASD).
• The design pressures listed herein Is applicable to all roof pressure zones. Rational
anal is or extrapolation to enhance pressure is not permitted is HVHZ zones.
Install the "Series 1120" roof panel assembly In compliance with the installation
method listed in this report and applicable code sections of FBC 7th Edition
(2020). The installation method described herein is in accordance with the
scope of this evaluation report. Refer to manufacturer's installation instructions
as a supplemental guide for attachment.
Referenced Data: 1, TAS 125 Uplift Test & ASTM E8
By Intertek Testing, Inc. (F8C Organization Off TST 3892)
Report No. G3443.40-450-44, Specimens 91-3, Date: 06/20/18
2. TAS 100-95 Wind Driven Rain Test
By Intertek Testing, Inc. (FBC Organization Off TST 3892)
Report No. G3443.14-450-44, Date: 06/20/18
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID# QUA 1824)
Englert, Inc. Licensee N420
4. Authorization to Use Test Reports
By Dynamic Metals, LLC, Date: 2/14/2020
5. Certification of Independence
By lames L. Buckner, P.E. @ CBUCK Engineering
FL 0; FL 31655.1 R3
Date: 9 / 10 / 20
Page Report G023645ll 20-S4W ER
CBUCK Engineering
Speclalty StrUCturdl Engineering CeU[R,inc. [ertiflmte ofAathotlzntion N9064
Installation Method
Englert, Inc.
"Series 1120" (24 gauge Steel) Roof Panel attached to Wood Deck
Drawings
Panel Profile
Typical Panel Profile
Isometric Views