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HomeMy WebLinkAboutFile Documents.1050 Matchless Dr.0113-2020-BRES (17) ICC EVALUATION Most Widely Accepted and Trusted EVALUATION SERVICE in Cxpesat,onlritn („ ,Innovation L — RESEARCH LABS ICC-ES Evaluation Report ESR-4173 ICC-ES I (800)423-6587 I (562) 699-0543 I www.icc-es.org Issued 09/2018 This report is subject to renewal 09/2019. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 41 13—METAL ROOF PANELS REPORT HOLDER: PETERSEN ALUMINUM CORPORATION EVALUATION SUBJECT: PETERSEN STANDING SEAM METAL ROOF PANELS: SNAP-CLAD, TITE-LOC, TITE- LOC PLUS, AND PAC-150 180° SINGLE LOCK ICC ICC ICC PMG LISTED RIM "2014 Recipient of Prestigious Western States Seismic Policy Council Man NAL (WSSPC)Award in Excellence" A Subsidiary of OD minor ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this ACCREDITED ISO/IEC 065 report, or as to any product covered by the report. Product Cor0fca#ion Body #1000 Copyright° 2018 ICC Evaluation Service, LLC. All rights reserved. Icc ESEVALUATION SERVICE • L,��,,,,,� Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-4173 Issued September 2018 This report is subject to renewal September 2019. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00-THERMAL AND MOISTURE 3.1.1 Snap-Clad: Formed to 10-inch- to 18-inch-wide PROTECTION (254 mm to 457508 mm) panels, with 13/4-inch-high Section: 07 41 13-Metal Roof Panels (44 mm)snap locking seams. See Figure 1. REPORT HOLDER: 3.1.2 Tite-Loc: Formed to 12-inch- to 18-inch-wide (305 mm to 457 mm) panels, with 2-inch-high (51 mm) PETERSEN ALUMINUM CORPORATION seams that are mechanically locking at 90 degrees. See Figure 2. EVALUATION SUBJECT: 3.1.3 Tite-Loc Plus: Formed to 12-inch- to 18-inch-wide (305 mm to 457 mm) panels, with 2-inch-high (51 mm) PETERSEN STANDING SEAM METAL ROOF PANELS: seams that are mechanically locking at 180 degrees. See SNAP-CLAD, TITE-LOC, TITE-LOC PLUS AND PAC- Figure 3. 150 180 SINGLE LOCK 3.1.4 PAC-150 180* Single Lock: Formed to 12-inch- to 1.0 EVALUATION SCOPE 20-inch-wide (305 mm to 508 mm) panels, with 11/2-inch- high (38 mm)mechanically locking seams. See Figure 4. Compliance with the following codes: 3.2 Roof Deck: ■2018, 2015 and 2012 International Building Code°(IBC) Solid or closely fitted decking must be minimum ■2018, 2015 and 2012 International Residential Code° 15/32-inch-thick (11.9 mm) plywood or lumber sheathing, or (IRC) non-veneer APA rated minimum 7/16-inch-thick (11.1 mm) oriented-strand board (OSB) complying with IBC Section Properties evaluated: 2304.7.2 or IRC Section R803, or minimum No. 22 gauge • Fire classification [0.030 inch thick (0.76 mm)] steel complying with IBC Section 2210.1.1.2. •Wind uplift resistance 3.3 Underlayment and Flashing: Attributes verified: Underlayment must be in accordance with IBC Section See Section 3.1 1507.4.5 or IRC Section R905.10.5, as applicable. 2.0 USES Flashing must be in accordance with IBC Section 1503.2 or IRC Section R903.2, as applicable. Petersen Standing Seam Metal Roof Panels are used as 3.4 Insulation: roof coverings and are recognized for use as Class A roof coverings when installed in accordance with this report. Foam plastic insulation, where used, must have a flame- spread index of not more than 75 in accordance with 3.0 DESCRIPTION ASTM E84 or UL 723 when tested at the maximum 3.1 General: thickness intended for use. Polyisocyanurate and polystyrene foam plastic insulation must comply with Petersen Standing Seam Metal Roof Panels are available ASTM C1289 and ASTM C578, respectively. See Tables 1 in preformed standing seam profiles produced from steel, and 2 for insulations used with specific roof systems. aluminum, and copper sheet. Materials used in panel fabrication conform to the following specifications: 3.5 Panel Clips and Bearing Plates: Aluminum: ASTM B209; minimum 0.032-inch-thick Panel clips are fabricated as described below. (0.81 mm); Fy= minimum 21 ksi. Dimensional drawings are shown in Figures 5 through 9. 3.5.1 Snap-Clad Clip: ASTM A653 G90, minimum No. 18 Galvanized Steel: ASTM A653 G90; minimum No. 24 gauge [0.047-inch-thick (1.19 mm)] galvanized steel; or gauge[0.024-inch-thick(0.61 mm)]; Fy= minimum 50 ksi. 300 series stainless steel, minimum No. 18 gauge Galvalume° Steel: ASTM A792 AZ50; minimum No. 24 [0.047-inch-thick(1.19 mm)]. See Figure 5. gauge[0.024-inch-thick(0.61 mm)]; Fy= minimum 50 ksi. 3.5.2 Tite-Loc Sliding AR Clip: Two-piece clip with tabs Copper: ASTM B370; minimum 16 oz./sq. ft. consisting of 300 series stainless steel, minimum No. 24 (0.0416 kg/m2); Fy= minimum 38 ksi. gauge [0.024-inch-thick (0.61 mm)] for use with aluminum panels and ASTM A653 G90, minimum No. 22 gauge The panel profiles are as follows: [0.03-inch-thick (0.76 mm)] when used with steel panels. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to he Construed 9� m as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as BSI to any finding or other matter in this report,or as to any product covered by the report. LODEMET "' Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 11 ESR-4173 I Most Widely Accepted and Trusted Page 2 of 11 The base of the clip is minimum No. 18 gauge [0.047-inch- alternatives to what is specified in, those codes listed in thick(1.19 mm)]. See Figure 6. Section 1.0 of this report, subject to the following 3.5.3 Tite-Loc Plus AR Clip: Two-piece clip with tabs conditions: consisting of 300 series stainless steel, minimum No. 24 5.1 Installation must comply with the applicable code, this gauge [0.024-inch-thick (0.61 mm)] for use with aluminum report and the report holder's published installation panels and ASTM A653 G90, minimum No. 22 gauge instructions. In the event of conflicts between this [0.03-inch-thick (0.76 mm)] when used with steel panels. report and the report holder's instructions, this report The base of the clip is minimum No. 18 gauge [0.047-inch- governs. thick(1.19 mm)]. See Figure 7. 5.2 The metal panels must be installed only by 3.5.4 PAC-150 Clip: Two-piece clip with tabs consisting of applicators approved by Petersen Aluminum 300 series stainless steel, minimum No. 24 gauge Corporation. [0.024-inch-thick (0.61 mm)] for use with aluminum panels 5.3 Foam plastic insulation must be separated from the and ASTM A653 G90, minimum No. 22 gauge [0.03-inch- interior of the building by an approved thermal barrier thick (0.76 mm)] when used with steel panels. The base of in accordance with IBC Section 2603.4.1.5 or IRC the clip is minimum No. 16 gauge [0.03-inch-thick Section R316.4.5.2, as applicable. (0.76 mm)]. See Figure 8. 3.5.5 Bearing Plate: ASTM A653 G90 or 300 series 5.4 Foam plastic insulation, where used, must bear the label of an approved agency indicating that the foam stainless steel plates with a thickness of No. 20 gauge [0.036-inch-thick (0.91 mm)] or No. 16 gauge [0.054-inch- plastic has a flame-spread index of not more than 75 when tested at the maximum thickness intended for thick (1.37 mm)] metal and can be used with any of the roof panel clips described in Section 3.5 of this report. See use in accordance with ASTM E84 or UL 723, subject to the approval of the code official. Figure 9. 3.6 Fasteners: 5.5 Above-deck thermal insulation must comply with the applicable standard specified in IBC Table 1508.2 or Fasteners required for the attachment of metal roof IRC Table R906.2, as applicable. panels, panel clips and bearing plates must be corrosion- 5.6 Design wind uplift pressure on any roof area, resistant and be as specified in the wind resistance table including edge and corner zones, must not exceed (Table 2)for the specific assemblies. the allowable wind pressure for the system. Refer to 4.0 DESIGN AND INSTALLATION: the allowable wind uplift pressure for the metal panels 4.1 General: as specified in Table 2. Installation of the Petersen standing seam metal roof 5.7 The allowable wind uplift pressures specified in panels must be in accordance with this report, IBC Section Table 2 are for the roof covering only. The deck and 1507.4 or IRC Section R905.10, as applicable, and the framing to which the roof covering is attached must be report holder's published installation instructions. The designed for the applicable components and cladding report holder's installation instructions must be available wind loads in accordance with the IBC or IRC, as on the jobsite at all times during installation. applicable. The roof panels must be installed on solid or closely fitted 5.8 Calculations demonstrating that the required wind decking or steel decking, as specified in Section 3.2 resistance is less than the allowable wind resistance having a minimum roof slope in accordance with Table 3. must be submitted to the code official. Penetrations and terminations of the panels must be 5.9 The panels are manufactured in Phoenix, Arizona, flashed and made weathertight in accordance with the under a quality control program with inspections by report holder's published installation instructions and IBC ICC-ES. Section 1503.2 or IRC Section R903.2, as applicable. 6.0 EVIDENCE SUBMITTED 4.2 Fire Classification: Data in accordance with the ICC-ES Acceptance Criteria The steel, copper, and aluminum roof panels are for Metal Roof Coverings (AC166), dated October 2012 components of roof assemblies classified as Class A roof (editorially revised January 2018). assemblies in accordance with ASTM E108 or UL 790 7.0 IDENTIFICATION when installed as specified in Table 1. Under the IBC and IRC, copper and steel roof panels are 7.1 The panels are identified with a label bearing the considered Class A roof coverings, when installed, without Correport holder's, th name (Petersen Aluminuml insulation, as described in Section 4.1 of this report on and the the reportprodu numbert name, the material type, steel roof decks in accordance with Exception 2 to IBC and the evaluation report (ESR-4173). Section 1505.2 and Exception 2 to IRC Section R902.1. 7.2 The report holder's contact information is the 4.3 Wind Uplift Resistance: following: The allowable wind uplift pressures for Petersen Standing PETERSEN ALUMINUM CORPORATION Seam Metal Roof Panels are specified in Table 2. ELK GROVE TONNE ROAD ELK VILLAGE, ILLINOIS 60007 5.0 CONDITIONS OF USE (847)956-7968 The Petersen Standing Seam Metal Roof Panels www.pac-clad.com described in this report comply with, or are suitable ESR-41 73 I Most Widely Accepted and Trusted Page 3 of 11 TABLE 1—FIRE CLASSIFICATION ASSEMBLIES MAX. SYSTEM ROOF zsa NO. CLASS SUBSTRATE ROOF ASSEMBLY DETAIL ' SLOPE Georgia-Pacific DensDeck®Roofboard or United States Barrier Board: Gypsum Corp.SECUROCK Glass-Matt Roof Board(Type SGMRX,1/4 in.thick min. Any UL Classified Type G1,G2 or G3 base/ply sheet, 1 A Noncombustible Unlimited Ply Sheet(Optional): Type 15,20 or 30 felt or equivalent asphalt-based, mechanically attached UL Classified Prepared Roofing Accessory. Panel: Steel or Aluminum Snap-Clad,Tite-Loc,Tite-Loc Plus and PAC-150 180°Single Lock,mechanically fastened. Barrier Board: Min.5/8-inch thick plywood. Any UL Classified Type G1,G2 or G3 base/ply sheet, 2 A Noncombustible Unlimited Ply Sheet(Optional): Type 15,20 or 30 felt or equivalent asphalt based, mechanically attached UL Classified Prepared Roofing Accessory. Panel: Steel Snap-Clad,Tite-Loc,Tite-Loc Plus and PAC-150 180° Single Lock,mechanically fastened. Min.7/16-inch oriented strand board or min.5/8-inch plywood Barrier Board: over min. 1-inch-thick polyisocyanurate insulation board or min. 1-inch-thick Polyisocyanurate composite board. Any UL Classified Type G1,G2 or G3 base/ply sheet, 3 A Noncombustible Unlimited Ply Sheet(Optional): Type 15,20 or 30 felt or equivalent asphalt-based, mechanically attached UL Classified Prepared Roofing Accessory. Panel: Steel or Aluminum Snap-Clad,Tite-Loc,Tite-Loc Plus and PAC-150 180°Single Lock,mechanically fastened. Insulation: Polyisocyanurate,glass fiber,perlite or wood fiber,minimum 1-inch-thick. Any UL Classified Type G1,G2 or G3 base/ply sheet, 4 A Noncombustible Unlimited Ply Sheet(Optional): Type 15,20 or 30 felt or equivalent asphalt-based, mechanically attached UL Classified Prepared Roofing Accessory. Panel: Steel or Aluminum Snap-Clad,Tite-Loc,Tite-Loc Plus and PAC-150 180°Single Lock,mechanically fastened. Framing: Metal purlins 5 A Noncombustible Unlimited Steel Snap-Clad,Tite-Loc,Tite-Loc Plus and PAC-150 180° Panel: Single Lock,mechanically fastened. Georgia-Pacific DensDeck®Roofboard4 or United States Gypsum Corp.SECUROCK Glass-Matt Roof Board(Type 5Barrier Board: SGMRX)G-P Products"DensDeck®",1/4 in.thick min.with all joints staggered a minimum of 6 inches from the plywood joints. 6 A Combustible Unlimited Any UL Classified Type G1,G2 or G3 base/ply sheet, Ply Sheet(Optional): Type 15,20 or 30 felt or equivalent asphalt-based, mechanically attached UL Classified Prepared Roofing Accessory. Panel: Steel or Aluminum Snap-Clad,Tite-Loc,Tite-Loc Plus and PAC-150 180°Single Lock,mechanically fastened. For SI: 1 inch=25.4 mm. 'Wood deck must be a minimum of 15/32-inch-thick(11.9 mm)plywood or non-veneer APA-rated 7/16-inch-thick(11.1 mm)oriented-strand board (OSB). Steel deck must be a minimum of No.22 gauge galvanized steel[0.030 inch(0.76 mm)]. All foam plastic insulation must be UL-classified foam plastic for roofing systems,and must be limited to the minimum thickness noted and the maximum thickness for which the flame spread index(in accordance with ASTM E84 or UL 723)is 75 or less. Polyisocyanurate foam plastic insulation must comply with ASTM C1289 and wood fiber board must comply with ASTM C208. 3Barrier or cover boards,ply sheets,underlayments,and panels must be UL-classified for roofing systems. 4The optional ply sheet may be any roofing underlayment recognized for use with classified roof coverings in a current ICC-ES evaluation report as complying with the ICC-ES Acceptance Criteria for Roof Underlayments(AC188). 5For System No. 6, one or more layers of GAF "VersaShield® Fire Resistant Roof Deck Protection" or "VersaShieldTA9 Underlayment" (ESR-2053),mechanically attached or loose laid,may be used in lieu of barrier board when installed directly underneath the metal panels. ESR-4173 I Most Widely Accepted and Trusted Page 4 of 11 TABLE 2—WIND RESISTANCE ASSEMBLIES BARRIER PANEL ALLOWABLE SYSTEM DECK' INSULATIONZ'3 OR COVER UNDER- UPLIFT NO. BOARD8,8 LAYMENT TYPE ATTACHMENT3'4'5 PRESSURE (psf) ,s Min.0.032" Tite-Loc Sliding Clip at /az inch See aluminum Tite- 30 inches o.c.attached W-1 Plywood or N/A N/A Section 127 Loc(max. 18- with two#10-12 x 1-inch 5/8-inch OSB9 3.3 inch wide) Pancake Head screws Tite-Loc Sliding Clip at ,s Min.No.24 48 inches o.c.for /az inch See gauge steel Tite- plywood or at 30 inches W-2 Plywood or 37 N/A N/A Section Loc(max. 18- o.c.for OSB attached S /8 inch OSB9 3.3 inch wide) with two#14 x 11/4-inch Pancake Head screws Min. 16°Z/sf Stainless steel Snap- 19/32-inch See eighth-hard Clad Clip at 24 inches W-3s N/A N/A Section copper Snap- o.c.with two#10-16 x 1- 45 Plywood 3.3 Clad(max. 16- inch stainless steel inch wide) pancake Head screws Min.0.032" 5/8-inch See aluminum PAC- PAC-150 Clip at 36 W-4 Plywood9 N/A N/A Section 150 180 Single inches o.c.with two 45 3.3 Lock(max.20- 13 x 15/8-inch screws inch wide) Min.No.24 gau5/8-inch See PAC ge steel PAC-150 Clip at 36 5W-5 Plywood9 N/A N/A Section Single Lock inches o.c.with two /4- 45 3.3 (max. 16-inch 13 x 15/8-inch screws wide) (Optional)Any rigid insulation, Snap-Clad Clip at 36 19 11/2-inch max. Min.No.24 inches o.c.with two 10- /32-inch thickness,with a See 12 x 1-inch Pancake W-6 Plywood10 minimum 25 psi N/A Section gauge steel Head screws or No. 12 45 compressive 3.3 Snap-Clad(max. Dekfast fastener when strength or 18-inch wide) rigid insulation and minimum 2 PCF bearing plates are used density Min.0.032-inch Tite-Loc Plus AR or Tite- 19/32-inch See aluminum Tite- Loc AR Sliding Clip at 30 W-7 Plywood9 N/A N/A Section Loc or Tite-Loc inches o.c.with two 10- 45 3.3 Plus(max. 18- 12 x 1-inch Pancake inch wide) Head screws (Optional Cover Board) Min.1/2-inch- thick plywood,'/,$- inch thick OSB,1/2-inch gypsum board,1/2- 15 (Optional) (Optional) Min.0.032 Snap-Clad Clip at 18 Min. /3z- Foamed plastic inch wood See aluminum Snap- inches o.c.with two 10- W-8 inch fiberboard, 45 Plywood10 insulation,max. 1/4-inch G-P Section Clad(max. 16- 12 x 1-inch Pancake 10-inch-thick Gypsum 3.3 inch wide) Head screws DensDeck, 1/4-inch USG "SECUROCK Glass Mat Board"or 1/4- inch "SECUROCK Roof Board" Min.24 gauge Tite-Loc AR Sliding Clip e or Tite-Loc Plus AR 4-inch steel Tite-Loc or W-9 Plywood or None None None Tite-Loc Plus Sliding Clip at 60 inches 45 OSB10 (max. 16-inches o.c.with two 10 x 1-inch wide) Pancake Head wood screws ESR-41 73 I Most Widely Accepted and Trusted Page 5 of 11 TABLE 2—WIND RESISTANCE ASSEMBLIES(Continued) BARRIER PANEL ALLOWABLE SYSTEM DECK' INSULATION2'3 OR COVER UNDER- UPLIFT NO. BOARD6'8 LAYMENT TYPE ATTACHMENT3'4'5 PRESSURE (psf) Min. 11/2- (Optional) Tite-Loc AR Sliding Clip Min.24 gauge inch thick Foamed plastic or Tite-Loc Plus AR steel Tite-Loc or W-10 closely insulation,min. Sliding Clip at 24 inches None None Tite-Loc Plus 45 spaced 1-inch thick and o.c.with two 10 x 1-inch (max. id inches Pancake Head wood wood min.2 pcf decking density wide) screws Min.24 gauge Tite-Loc AR Sliding Clip 19/32-inch Tite-Loc Plus AR /32-inch steel Tite-Loc or Sliding Clip at 48 inches W-11 Plywood or None None None Tite-Loc Plus 45 %-OSB8 (max. 18-inches o.c.with two No. 141/4 x wide) 1-inch Pancake Head wood screws Min.5-inch thick cement Min.24 gauge Tite-Loc AR Sliding Clip fiber board steel Tite-Loc or or Tite-Loc Plus AR CF-1 with foamed None None None Tite-Loc Plus Sliding Clip at 24 inches 45 plastic core (max. 16-inches o.c.with two No. 141/4 x inch OSB wide) 11/4-inch screws facing10 Min.5-inch 1-inch min. to thick cement 31/2-inch max., (Optional) fiber board 2.0 PCF max. Min.0.032 Snap-Clad Clip at 18 with foamed polyisocyanurate 5/ inch-thick Section aluminum Snap- inches o.c.with two No. CF-2 plastic core foamed plastic s3.3 Clad(max. 16- 10-12 x 1-inch Pancake 45 with a'/16- with a factory gypsum inches wide) Head screws inch OSB laminated'/16- cover board facing10 inch-thick OSB Min.5-inch 1-inch min.(31/2- thick cement inch max.)2.0 (Optional) fiber board PCF Min.24 gauge Snap-Clad Clip at 36 with foamed polyisocyanurate 5/ inch-thick Section steel Snap-Clad inches o.c.with two No. CF-3 plastic core foamed plastic /s 3.3 (max. 18-inch 10-12 x 1-inch Pancake 45 with a'/16- with a factory gypsum wide) Head screws inch OSB laminated'/16- cover board facing10 inch-thick OSB Steel Framing Snap-Clad Clip at 48 (Min.0.056- Min.24 gauge inches o.c.with two No. 10- inch steel Snap-Clad S-1 thickness)at None N/A N/A (max. 12-inches 16 x 1-inch self-drilling, 45 max.48 wide) self-tapping Pancake Head inches o.c. screws Steel Framing (Min.0.056- Min.22 gauge Snap-Clad Clip at 60 inches S 2 inch None N/A N/A steel Snap-Clad o.c.with two No. 10-16 x 1- 45 thickness)at (max. 12-inches inch self-drilling,self-tapping max.60 wide) Pancake Head screws inches o.c. Steel Framing (Min.0.056 Min.24 gauge Snap-Clad Clip at 48 inches inch steel Snap Clad o.c.with two No. 14-13 S-3 None N/A N/A Pancake Head screws 45 thickness)at (max. 18-inches (length to penetrate steel max.48 wide) s inches o.c. framing min. /6-inch) Steel Framing (Min.0.056- Min.24 gauge Snap-Clad Clip at 60 inches S-4 inch None N/A N/A steel Snap-Clad o.c.with two No. 10-16 x 1- 30 thickness)at (max. 18-inches inch self-drilling,self-tapping max.60 wide) Pancake Head screws inches o.c. Steel Framing (Min.0.054- Min.0.032 Snap-Clad Clip at 36 inches S-5 inch None N/A N/A aluminum Snap- o.c.with two No. 10-16 x 1- 45 thickness)at Clad(max. 10/2- inch self-drilling,self-tapping max.36 inches wide) Pancake Head screws inches o.c. ESR-4173 I Most Widely Accepted and Trusted Page 6 of 11 TABLE 2—WIND RESISTANCE ASSEMBLIES(Continued) BARRIER PANEL ALLOWABLE SYSTE DECK' INSULATION2'3 OR COVER UNDER- UPLIFT M NO. BOARD6,8 LAYMENT TYPE ATTACHMENT3'4'5 PRESSURE (psf) Steel Framing Snap-Clad Clip at 48 (Min.0.056- Min.0.032 inch aluminum Snap- inches o.c.with two No. S-6 thickness)at None N/A N/A Clad(max. 101/2- 10-16 x 1-inch self-drilling, 30 max.48 inches wide) self-tapping Pancake inches o.c. Head screws Foamed plastic Snap-Clad Clip at 48 Insulation(1-inch- Min.24 gauge inches o.c.with two No. S-7 Steel thick min.,4/z N/A N/A steel Snap Clad 14 self-drilling screws 45 inch thick max.) (max. 18-inches (length to penetrate steel with a min.density wide) decking min.3/4-inch) of 1.8 PCF Rigid Insulation(1- Min.0.032 Snap-Clad Clip at 48 inch-thick min., inches o.c.with two No. S-8 Steel 41/2-inch thick N/A N/A aluminum Snap- 14 self-drilling screws 45 Clad(max. 16- max.)with a min. inches wide) (length to penetrate steel density of 1.8 PCF decking min.3/4-inch) 1-inch min.(31/2- inch max.)2.0 PCF (Optional) Min.0.032 Snap-Clad Clip at 18 S 9 Steel polyisocyanurate 5/8-inch thick Section 3.3 aluminum Snap- inches o.c.with two No. 45 foamed plastic gypsum cover Clad(max. 16- 10-12 x 1-inch Pancake with a factory board inches wide) Head screws laminated 7/18-inch thick OSB 1-inch min.(31/2- inch max.)2.0 PCF (Optional) Min.24 gauge Snap-Clad Clip at 36 S-10 Steel polyisocyanurate 5/8-inch thick Section 3.3 steel Snap-Clad inches o.c.with two No. 45 foamed plastic gypsum cover (max. 18-inch 10-12 x 1-inch Pancake with a factory board wide) Head screws laminated 7/,6-inch thick OSB 1-inch min.(6-inch (Optional max.) barrier board) Min.0.032 Snap-Clad Clip at 18 polyisocyanurate Max.5/8-inch aluminum Snap- inches o.c.with two No. S-11 Steel foamed plastic Section 3.3 45 with a factory thick GPClad(max. 16- 10-12 x 1-inch Pancake laminated'/,e inch DensDeck inches wide) Head screws thick OSB Roofboard 1-inch min.(6-inch (Optional max.) barrier board) Min.24 gauge Snap-Clad Clip at 36 polyisocyanurate Max.5/8-inch steel Snap-Clad inches o.c.with two No. S-12 Steel foamed plastic Section 3.3 45 with a factory thick GP (max. 18-inches 10-12 x 1-inch Pancake laminated'/,5-inch DensDeck wide) Head screws thick OSB Roofboard Steel Framing Tite-Loc AR Sliding Clip or (Min.0.056- (Optional) Min.24 gauge Tite-Loc Plus AR Sliding steel Tite-Loc or S 13 inch Max.6-inch N/A N/A Tite-Loc Plus Clip at each purlin with 45 thickness)at fiberglass blanket two No. 12-14 x 1-inch or max.60 insulation (max. 16-inches /4-14 x 1-inch self-drilling inches o.c. wide) screw Steel Framing Tite-Loc AR Sliding Clip or (Min.0.056- Foamed plastic Min.24 gauge Tite-Loc Plus AR Sliding steel Tite-Loc or S 14 inch Insulation(1-inch- N/A N/A Tite-Loc Plus Clip at each purlin with 45 thickness)at thick min.,3-inch (max. 16-inches two No. 12-14 x 1-inch or max.60 thick max.) wide) 1/4-14 x 1-inch self-drilling inches o.c. screw (Optional) (Optional) Tite-Loc AR Sliding Clip or Foamed plastic 3/8-inch thick Min.24 gauge Tite-Loc Plus AR Sliding Insulation,min. 1 OSB roof steel Tite-Loc or Clip at 48 inches o.c.with S-15 Steel inch thick with a cover board N/A Tite-Loc Plus two No. 12-14 x 1-inch 45 min.compressive and/or 5/8-inch (max. 16-inches self-drilling screw(length strength of 25 psi thick gypsum wide) to penetrate steel decking or density of 2.0 barrier board min.1/2-inch) pcf ESR-4173 I Most Widely Accepted and Trusted Page 7 of 11 TABLE 2—WIND RESISTANCE ASSEMBLIES(Continued) BARRIER OR PANEL ALLOWABLE SYSTEM UNDER- UPLIFT NO. DECK1 INSULATION '23 COVER $ LAYMENT 3'4,5 PRESSURE BOARD TYPE ATTACHMENT (psf) Steel Framing (Optional) Tite-Loc AR Sliding Clip or (Min. Max.6-inch Min.24 gauge steel Tite-Loc Plus AR Sliding S-16 0.068-inch fiberglass N/A N/A Tite-Loc or Tite Loc Clip at 60 inches o.c.with 45 thickness) blanket Plus(max. 16-inches two No. 12 x 1-inch self- wide)at max.60 insulation drilling screw inches o.c. Tite-Loc AR Sliding Clip or Min.24 gauge steel Tite-Loc Plus AR Sliding S-17 Steel None Min.1/2-inch None Tite-Loc or Tite-Loc Clip at 48 inches o.c.with 45 gypsum board Plus(max. 16-inches two No.No. 14 self-drilling wide) screw(length to penetrate steel decking min.1/2-inch) (Optional) Tite-Loc AR Sliding Clip or Min. /,s inch Min.24 gauge steel Tite-Loc Plus AR Sliding expanded Min.'/2-inch Tite-Loc or Tite-Loc Clip at 48 inches o.c.with S-18 Steel polystyrene gypsum board None Plus(max. 16-inches two No.No. 14 self-drilling 45 with a min. wide) screw(length to penetrate density of 1.0 steel decking min.1/2-inch) pcf For SI: 1 inch=25.4 mm; 1 ft=0.305 m; 1 psf=47.88 Pa. 'Wood deck must be a minimum 15/32-inch-thick(11.9 mm)plywood or non-veneer APA-rated minimum 7/16-inch-thick(11.1 mm)oriented-strand board(OSB),unless otherwise noted in this report. Steel deck must be a minimum No.22 gauge galvanized steel[0.030 inch(0.76 mm)]. 2 All foam plastic insulation must be UL-classified foam plastic for roofing systems,and must be limited to the maximum thickness for which the flame spread index(in accordance with ASTM E84 or UL 723)is 75 or less. Polyisocyanurate foam plastic insulation must comply with ASTM C1289 and polystyrene foam plastic insulation must comply with ASTM C578. 3AII installations over foam plastic insulation require use of the Bearing Plate. Bearing plates may be eliminated if system includes an OSB cover board. Systems W-6,W-8 and W-10 require the use of a 16 gauge bearing plate. 4Fastener spacing is the maximum allowable for the rated pressure. 5Minimum penetration through the deck for fasteners is 1 inch for wood decks and 3/4 inch for steel decks. OOptional barrier board to be minimum 7/16-inch-thick OSB installed with HD Hailgard Fasteners at a rate of 24 per 4 ft x 8 ft board, where applicable. 'Steel framing used for panel attachment must be minimum 50 ksi. 3AII joints in wood sheathing shall be sealed with 1-inch wide urethane caulk (Bostik Chem) cured for 16 hours. The sheathing must be attached to supports with 21/2-inch long drywall screws spaced at 6 inches around the perimeter and 12 inches in the field of the sheets. The entire deck is then covered with an asphalt-saturated felt per the report holder's installation instructions. 9Plywood attachment to supports shall consist of No.8-18 by 17/8 inch long screws or 8d x 21/2 inch long deformed shank common nails spaced at 6 inches o.c.at the plywood edges and 12 inches o.c.in the field. 10UL classified structural cement fiber units Tectum Inc.(ESR-1112)"Type E Panel"or"Type III Panel." TABLE 3—MINIMUM ROOF SLOPES PANEL MINIMUM SLOPE Snap-Clad 2:12(17-percent) Tite-Loc 1/2:12(4-percent) Tite-Loc Plus 1/2:12(4-percent) PAC-150 180°Single Lock 1/2:12(4-percent) ESR-4173 I Most Widely Accepted and Trusted Page 8 of 11 FIGURE 1—SNAP-CLAD t 1 1.974 ri 1.940 1 12",,16",or 18' - FIGURE 2—TITE-LOC 2.104 1.940 1 i 12",18,or18" -I FIGURE 3—TITE-LOC PLUS I 1 0.4150 p—I 0.6460 0.srn H - i 1.5610 1.41390 1 t �- 17-20" FIGURE 4—PAC-150 180'SINGLE LOCK ESR-4173 I Most Widely Accepted and Trusted Page 9 of 11 0----- 1 FIGURE 5-SNAP-CLAD CLIP FIGURE 6-TITE-LOC AR CLIP i 1 ® /o (7) 4.4*,,,„....--- FIGURE 7-TITE-LOC PLUS AR CLIP ESR-4173 I Most Widely Accepted and Trusted Page 10 of 11 e �. /'/\9p FIGURE 8—PAC-150 CLIP 0 0 0 In DOD 0 0 FIGURE 9—BEARING PLATE Icc ESEVALUATION SERVICE L,°°,,,,,° Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-4173 CBC and CRC Supplement Issued September 2018 This report is subject to renewal September 2019. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 41 13—Metal Roof Panels REPORT HOLDER: PETERSEN ALUMINUM CORPORATION EVALUATION SUBJECT: PETERSEN STANDING SEAM METAL ROOF PANELS: SNAP-CLAD,TITE-LOC,TITE-LOC PLUS AND PAC-150 180° SINGLE LOCK 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Petersen Standing Seam Metal Roof Panels, recognized in ICC-ES master evaluation report ESR-4173, has also been evaluated for compliance with the codes noted below. Applicable code edition(s): • 2016 California Building Code(CBC) • 2016 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Petersen Standing Seam Metal Roof Panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR- 4173, is a Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying with CBC Section 1505.1.3, provided the design and installation are in accordance with the 2015 International Building Code°(IBC)provisions noted in the master report. The use of the products in construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in accordance with the master report and the additional requirements of CBC Sections 701A.3 and 705A. 2.2 CRC: The Petersen Standing Seam Metal Roof Panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR- 4173, may be used where the CRC requires a Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC Section R902.1.3, provided the design and installation are in accordance with the 2015 International Residential Code° (IRC) provisions noted in the master report and the additional requirements of CRC Sections R905.4. The use of the products in construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in accordance with the master report and the additional requirements of CRC Sections R337.1.3.1 and R337.5. This supplement expires concurrently with the master report, issued September 2018. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to he construed ��� ���1 as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as bat ,� to any.finding or other matter in this report,or as to any product covered by the report. Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 11 of 11