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Home My WebLink AboutEVALUATION REPORT- --rh !gIttJ `f C►Z►•c�'1 I��.tl�.� ST. LUCIE COUNTY BUILDING DIVZ REVIEWED FOR COMPI TANrF .nf ruuv' ANUYERMIT MUST BI SITE OR NO INSPECTIONS) STfUC1•Uringpp og® CBt1CK,Jnc [eKij7cote ofAuShoriZOdOn#8064 IILL ■C Ply Evaluation Report SCANNED yEnglert® Series 11o1rr BY Metal Roof Assembly St. Lucie County PDE Manufacturer: THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TOEnglett,InC. REQUIRED13YFIELDINSPECIORSCTHAT 200AmboyAvenue CAYPEYtECEgARYINO DER CODES. Perth Amboy, N108862 (732)826-8614 for Florida Product Approval # FL 11698.6 R4 Florida Building Code 6th Edition (2017) CONCEAALED FASTENERS ORATFACHMENiS -- Method: 1- D _ ARE.THERESPONSIBILITY OFTHE Category:Roofing CONTRACTOR OR RECQRp Sub Category:- Metal Roofing Product: Material: Panel Thickness: =Panel Width: Panel Seam: support: Prepared by: _ _ James L. Buckner, P.E., SECB Florida Professional Engineer#31.242 - Florida Evaluation ANE ID: 1916 Project -Manager: Diana Galloway------_ Report No. 17-135-S1101-S4W-ER ----(Revises25-126-S1101-S4W-ER,FL11698.6R4&R3J Date: 9 / 16 / 17 Contents: Evaluation Report __Pages _1-8 "Series 1101" Roof Panel Steel 24 gauge 16" Snap -Lock Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Elearonicallysigned and sealed documems shall complytvith the provisions of FAC Rule 61QI 23. �P i' VCENSF kH`P'A�� * No 31242 _-U �t �_ T "•_ 6 ATF OF .r41 <c,St':FLORION..-* � �''� 8 �ONALEa�``• 2017.10.11 1333:36-04'00' CBUCK, Inc. dha CBUCK Engineering Phone: (561) 491-9927 - Email: cbuck@cbuckincnet • Website:I .cbuckinc.net Business: 1374 Community Dr., Jupiter, FL 33458 • Corp/Mailing: 2637 E. Atlantic Blvd, *4069, Pompano Beach, FL 33062 FL #: FL 11698.6 R4 rp� riIn vnC', Date: Report No.:17-135-51101-S4W-ER Page 9/16/17 2 of 8 SPPCIdI1'1.,1 Struc:turdl EnQlnPerinq Manufacturer: --_ _-- — - _ Product Name: Product Category: Englert, Inc. 1200 Amboy Avenue Perth Amboy, Ni 08862 (732)826-8614 httl?://www.en-glertinc.com/ "Series 1101" Roofing Product Sub-Categoy Metal Roofing {BUCK, Inc — Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "Series 1101" 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: I. Roof Panel 2. Fasteners 3. Adhesive (select systems) A �y 4. Underlayment 5. Insulation (Optional) 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) -` Slope: Minimum slope shall be: 3 : 12 or greater 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 UPliftResistance. • Design Uplift Pressure: _ (Refer to "Table A" attachment details herein) METHOD 1: -150 PSF METHOD 2: -165 PSF - , FL #: FL 11698.6 R4 r�. Date: 9 / 16 / 17 �✓i ii = tld C� Report N o.; 3 of a-51101-S4W-ER Page 3 of 8 SRecic5lfE J StrUct Ural Enginceprinq ---IN Inc CertificateofAuthorization #8064 Performance The product described herein has demonstrated compliance wit: Standards: •" ULSBD-06-TestforUpliitResistance OfRoof Assemblies h • UL 1897-12 - Uplift test for roof covering systems • TAS 125-03 -Standard Requirementstrfor Metal Roofing systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly Is equivalent with the prescribed standard UL 580-06 & UL 1897-12 -- adopted by the Florida Building Code 6th Edition (2017). i 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 Scope: requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Conditions of Use: • Scope of -A imitations and Condition s of Use" for this i This evaluation report for Optional Statewide Approval" tains tchnical documentation, specifications and installation method(s)nwhich i elude "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 611320-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". • _Option for aoolication outside "Limitations and Conditions of Use Rule 61G20 3.005(1)(e) allows engineering analysis for "project approval by the local authorities having jurisdiction in acco dance w specific the alternate methods and materials authorized in the Code". Any modification of -the -:product as evaluated in this report and approved by the Florida — - Buildi_n`g_Gommission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the ._._-High-Velocity Hurricane Zone code section. (Dade & Broward Counties) 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 --- - - ---- qualityassurance entity through Keystone Certifications, Inc. (FBC Organization I D# QUA 1824). Ca gg pp FL #: FL 11698.6 R4 @ �� $ 9 Date: 16 / 17 rN Report No.: 17-135-51101-54W-ER "� Page 4 of 8 SPecIc5ltLJ Struch,lydl Engtneering C.." ".Certillcoteofquthortzotion H8 544 Components/Materials Roof Panel: (by Manufacturer): ' Material: Thickness: Panel Widths: _Rib Height: Yield Strength: Corrosion -Resistance: — - — --Fastener: Type: Size: - Corrosi6n-Resistance: Standard: Seam Adhesive/Sealant: Product N Englert Series1101 - Steel 24gauge (min.) 16" (max.) Coverage 1" 40 ksi min. Per FBC Section 1507.4.3 Pancake -Head Wood Screw #10x11, Per FBC Section 2506.6 and 1507.4-4 PerANSI/ASME B18.6.1 - acne: Bostik Chem-Chaulk 915 - Type: One component, polyurethane adhesive Application Size: 3/8" bead - Application Location: along male flange the full length of panel (Refer to Table "A" and drawing Pg 6-7) Components&- Underlayment: - — " Materials: Material and application shall be in compliance with FBC Section 1507.1.1 and in (by Others) accordance with applicable code sections and recommendations. manufacturer's' Insulation (Optional): -- -Type:. _- Rigid insulation Board -- Thickness,_— 3" (max.) Properties: _ - Density: 2.25 pcf (lbs/ft3) min. T. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of - --- - _, support a minimum of 3/16 FL #: FL 11698.6 R4 � p� Date: 9/16/27 C �@'tea rs R Report No.: -1-S1301-S4W-ER PageS of 8 SPpdcalty Structural EnglnPPrinq CBUCK, Ina 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.) -_-_ _=__` ;SeamAdhesive: Refer to Table "A" & Drawing Page6. _ - - = (Apply along male flange the full length of the panel.) - - ___ —___ Minimum fastener penetration thru bottom of support, 3/16". __ • For _panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. -- -- ---- --- -- TABLE "A- ALLOWABLE LOADS METHOD 1 METHOD 2 - - Design Pressure: -150 PSF -165 PSF Fastener Spacing: 6" o.c. _ 3" o.c. - - Seam Adhesive: Not required 3/8" bead (Refer [o pg . 6-7) Noes Allowable design pressures) forallowa6lestressdesigrs IASD). Install the "Series 1101" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 6th Edition (2017). 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: - TAS"125UpliftTest " By Architectural Testing, Inc. (FBC Organization ID# TST 1558) Report No.93745.01-109-18, Date: 11/16/09 Specimens #1-3 2. quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Englert, Inc. Licensee #420 3. Equivalency of Test Standard Certification --- - - -- By James L Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) 4. Certification of Independence Bylames L. Buckner, P.E. @ CBUCK Engineering (FBC Organization It ANE 1916) -,",Igry----�--- FL N: FL 11698.6 R4 Cau Date: 9 / 16 / 17 Report No.:17-135-S1101-S4W-ER 6 Page 6 of 8 SpE+clalty Structural Englnpprinq CBUCK, Inc Cert jcute ofAuthorization H8064 —' - Installation Method Englert, Inc. "Series 1101" (24 gauge steel) Roof Panel attached to Wood Deck Drawings 16" --- �— T— Panel Profile 16" o.c. Wood Deck -" Integral Snap Lock For METHOD 2: Apply 3/8" bead Bostlk Sealant entire length of panel 910 x 1" Pancake -Head Screw i 1 Typical Assembly Profile View (Typical Fastening Pattern Across Width) ' f FL #: FL 11698.6 R4 U Date: 9 / 16 J 17 L-B-��°�'�. ,.. Report f3b.; 17-135-51101-54W-ER Page 7 of 8 SPt=ddIFLJ Strumturc5l EnQInPPrInQ CBUCK, Inc. Certificate Installation Method Englert, Inc. r"Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck Fastener. ,woc vv000 UeCK Typical Roof Assembly Isometric View _ (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" --- -- _ -- — _ �— -- METHODI--Itbead Design Pressure: -150 PSF Fastener Spacing: 6" . D.C. 1 Seam Adhesive: Not required continmus along male rib (Refer to Table °A) . "- FL #: FL 11698.6 R4 Date: 9/16/17 BUK Report No.: 17- 3531101-54W-ER Page 8 of 8 Sppclalty Structural EnQInPEq'InQ {BUG4 fnC Certii lcote of Authoization M8064 (Refer to Pg 6-7)