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HomeMy WebLinkAboutX2020-0586 - Misc (2)ICC -ES Evaluation Report ESR-41MENEM 73 Reissued September 2019 This report is subject to renewal September 2021. www.icc-es.om 1 (800) 423-6587 1 (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 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015 and 2012 International Building Code® (IBC) ■ 2018, 2015 and 2012 International Residential Code® (IRC) Properties evaluated: ■ Fire classification ■ Wind uplift resistance Attributes verified: See Section 3.1 2.0 USES Petersen Standing Seam Metal Roof Panels are used as roof coverings and are recognized for use as Class A roof coverings when installed in accordance with this report. 3.0 DESCRIPTION 3.1 General: Petersen Standing Seam Metal Roof Panels are available in preformed standing seam profiles produced from steel, aluminum, and copper sheet. Materials used in panel fabrication conform to the following specifications: Aluminum: ASTM B209; minimum 0.032 -inch -thick (0.81 mm); Fy = minimum 21 ksi. Galvanized Steel: ASTM A653 G90; minimum No. 24 gauge [0.024 -inch -thick (0.61 mm)]; Fy = minimum 50 ksi. Galvalume® Steel: ASTM A792 AZ50; minimum No. 24 gauge [0.024 -inch -thick (0.61 mm)]; Fy = minimum 50 ksi. Copper: ASTM B370; minimum 16 oz./sq. ft. (0.0416 kg/m2); Fy= minimum 38 ksi. The panel profiles are as follows: 3.1.1 Snap -Clad: Formed to 10 -inch- to 18 -inch -wide (254 mm to 457508 mm) panels, with 13/4 -inch -high (44 mm) snap locking seams. See Figure 1. 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) seams that are mechanically locking at 90 degrees. See Figure 2. 3.1.3 Tite-Loc Plus: Farmed to 12 -inch- to 18 -inch -wide (305 mm to 457 mm) panels, with 2 -inch -high (51 mm) seams that are mechanically locking at 180 degrees. See Figure 3. 3.1.4 PAC -150 180° Single Lock: Formed to 12 -inch- to 20 -inch -wide (305 mm to 508 mm) panels, with 11/2 -inch - high (38 mm) mechanically locking seams. See Figure 4. 3.2 Roof Deck: Solid or closely fitted decking must be minimum 15/32 -inch -thick (11.9 mm) plywood or lumber sheathing, or non -veneer APA rated minimum 1/16 -inch -thick (11.1 mm) oriented -strand board (OSB) complying with IBC Section 2304.7.2 or IRC Section R803, or minimum No. 22 gauge [0.030 inch thick (0.76 mm)] steel complying with IBC Section 2210.1.1.2. 3.3 Underlayment and Flashing: Underlayment must be in accordance with IBC Section 1507.4.5 or IRC Section R905.10.5, as applicable. Flashing must be in accordance with IBC Section 1503.2 or IRC Section R903.2, as applicable. 3.4 Insulation: Foam plastic insulation, where used, must have a flame - spread index of not more than 75 in accordance with ASTM E84 or UL 723 when tested at the maximum thickness intended for use. Polyisocyanurate and polystyrene foam plastic insulation must comply with ASTM C1289 and ASTM C578, respectively. See Tables 1 and 2 for insulations used with specific roof systems. 3.5 Panel Clips and Bearing Plates: Panel clips are fabricated as described below. Dimensional drawings are shown in Figures 5 through 9. 3.5.1 Snap -Clad Clip: ASTM A653 G90, minimum No. 18 gauge [0.047 -inch -thick (1.19 mm)] galvanized steel; or 300 series stainless steel, minimum No. 18 gauge [0.047 -inch -thick (1.19 mm)]. See Figure 5. 3.5.2 Tite-Loc Sliding AR Clip: Two-piece clip with tabs consisting of 300 series stainless steel, minimum No. 24 gauge [0.024 -inch -thick (0.61 mm)] for use with aluminum panels and ASTM A653 G90, minimum No. 22 gauge [0.03 -inch -thick (0.76 mm)] when used with steel panels. . 111.,,wuceporrs ore net to be construed os representing aesthetics or any other altribule.s not specifically addressed, nor are they to be Construed as an endorsement gfthe subject of}he report or a reconnnendation for its use. There is no warranry by ICC' Evaluation Service, LLC, up, m or implied, as t`p to any ftndng or other macer in this report, or as to arty producl covered by the report. man Copyright © 2019 ICC Evaluation Service, LLC. All rights reservednPeget of 11 and The base of the clip is minimum No. 18 gauge [0.047 -inch - thick (1.19 mm)]. See Figure 6. 3.5.3 Tite-Loc Plus AR Clip: Two-piece clip with tabs consisting of 300 series stainless steel, minimum No. 24 gauge [0.024 -inch -thick (0.61 mm)] for use with aluminum panels and ASTM A653 G90, minimum No. 22 gauge [0.03 -inch -thick (0.76 mm)] when used with steel panels. The base of the clip is minimum No. 18 gauge [0.047 -inch - thick (1.19 mm)]. See Figure 7. 3.5.4 PAC -150 Clip: Two-piece clip with tabs consisting of 300 series stainless steel, minimum No. 24 gauge [0.024 -inch -thick (0.61 mm)] for use with aluminum panels and thi k(0.76 mm)] heSTM A653 � minimum No. 22 03-inch- thick c used with steep panels. The base of the clip is minimum No. 16 gauge [0.03 -inch -thick (0.76 mm)]. See Figure 8. 3.5.5 Bearing Plate: ASTM A653 G90 or 300 series stainless steel plates with a thickness of No. 20 gauge [0.036 -inch -thick (0.91 mm)] or No. 16 gauge [0.054 -inch - 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 Figure 9. 3.6 Fasteners: 2of11 alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation must comply with the applicable code, this report and the report holder's published installation instructions. In the event of conflicts between this report and the report holder's instructions, this report governs. 5.2 The metal panels must be installed only by applicators approved by Petersen Aluminum Corporation. 5.3 Foam plastic insulation must be separated from the interior of the building by an approved thermal barrier in accordance with IBC Section 2603.4.1.5 or IRC Section R316.4.5.2, as applicable. 5.4 Foam plastic insulation, where used, must bear the label of an approved agency indicating that the foam plastic has a flame -spread index of not more than 75 when tested at the maximum thickness intended for use in accordance with ASTM E84 or UL 723, subject to the approval of the code official. 5.5 Above -deck th Fasteners required for the attachment of metal roof panels, panel clips and bearing plates must be corrosion - resistant and be as specified in the wind resistance table 5' (Table 2) for the specific assemblies. 4.0 DESIGN AND INSTALLATION: 4.1 General: Installation of the Petersen standing seam metal roof panels must be in accordance with this report, IBC Section 1507.4 or IRC Section R905.10, as applicable, and the report holder's published installation instructions. The report holder's installation instructions must be available on the jobsite at all times during installation. The roof panels must be installed on solid or closely fitted decking or steel decking, as specified in Section 3.2 having a minimum roof slope in accordance with Table 3. Penetrations and terminations of the panels must be flashed and made weathertight in accordance with the report holder's published installation instructions and IBC Section 1503.2 or IRC Section R903.2, as applicable. 4.2 Fire Classification: The steel, copper, and aluminum roof panels are components of roof assemblies classified as Class A roof assemblies in accordance with ASTM E108 or UL 790 when installed as specified in Table 1. Under the IBC and IRC, copper and steel roof panels are considered Class A roof coverings, when installed, without insulation, as described in Section 4.1 of this report on steel roof decks in accordance with Exception 2 to IBC Section 1505.2 and Exception 2 to IRC Section R902.1. 4.3 Wind Uplift Resistance: The allowable wind uplift pressures for Petersen Standing Seam Metal Roof Panels are specified in Table 2. 5.0 CONDITIONS OF USE The Petersen Standing Seam Metal Roof Panels described in this report comply with, or are suitable 5.7 5.8 ermal insulation must comply with the applicable standard specified in IBC Table 1508.2 or IRC Table R906.2, as applicable. 6 Design wind uplift pressure on any roof area, including edge and corner zones, must not exceed the allowable wind pressure for the system. Refer to the allowable wind uplift pressure for the metal panels as specified in Table 2. The allowable wind uplift pressures specified in Table 2 are for the roof covering only. The deck and framing to which the roof covering is attached must be designed for the applicable components and cladding wind loads in accordance with the IBC or IRC, as applicable. Calculations demonstrating that the required wind resistance is less than the allowable wind resistance must be submitted to the code official. 5.9 The panels are manufactured in Phoenix, Arizona, under a quality control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Metal Roof Coverings (AC166), dated October 2012 (editorially revised January 2018). 7.0 IDENTIFICATION 7.1 The panels are identified with a label bearing the report holder's name (Petersen Aluminum Corporation), the product name, the material type, and the evaluation report number (ESR -4173). 7.2 The report holder's contact information is the following: PETERSEN ALUMINUM CORPORATION 1005 TONNE ROAD ELK GROVE VILLAGE, ILLINOIS 60007 (847) 956-7968 www.pac-clad.com ESR -4173 I Most Widely Accepted and Trusted Page 3 of 11 TABLE 1—FIRE CLASSIFICATION ASSEMBLIES SYSTEM NO. ROOFMAX. CLASS SUBSTRATE ROOF SLOPE ASSEMBLY DETAIL 2,3,4 Georgia-Pacific DensDeck® Roofboard or United States Barrier Board: Gypsum Corp. SECUROCK Glass -Matt Roof Board (Type SGMRX,'/q in. thick min. Ply Sheet (Optional): Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15, 20 or 30 felt or equivalent asphalt -based, mechanically attached UL Classified Prepared Roofing 1 A Noncombustible Unlimited Accessory. Panel: Steel or Aluminum Snap -Clad, Tite-Loc, Tite-Loc Plus and PAC -150 180° Single Lock, mechanically fastened. Barrier Board: Min. '/e -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. Barrier Board: Min. 7/16 -inch oriented strand board or min. 5/a -inch plywood over min. 1 -inch -thick polyisocyanurate insulation board or min. 1 -inch -thick Polyisocyanurate composite board. 3 A Noncombustible Unlimited ply Sheet (Optional): Any UL Classified Type G1, G2 or G3 base/ply sheet, 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, perlile 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 Panel: Steel Snap -Clad, Tite-Loc, Tite-Loc Plus and PAC -150180' Single Lock, mechanically fastened. Georgia-Pacific DensDeck® Roofboard4 or United States 'Barrier Board: Gypsum Corp. SECUROCK Glass -Matt Roof Board (Type SGMRX)G-P Products "DensDeck®",'/q in. thick min. with all joints staggered a minimum of 6 inches from the plywood joints. Any UL Classified Type G1, G2 or G3 base/ply sheet, 6 A Combustible Unlimited Ply Sheet (Optional): Type 15, 20 or 30 felt or equivalent asphalt -based, mechanically attached UL Classified Prepared Roofing Accessory. Panel: L7 Steel or Aluminum Snap -Clad, Tite-Loc, Tite-Loc Plus and PAC -150 1SU Single Lock, mechanically fastened. For SI: 1 inch = 25.4 mm. 'Wood deck must be a minimum Of 1'/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. °The 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 "VersaShield TM 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 SYSTEM BARRIER UNDER- PANEL ALLOWABLE UPLIFT TYPE ATTACHMENT 1,4,5 N0. DECK' INSULATION''' OR COVER BOARD 6,8 LAYMENT PRESSURE sf '%z -inch See Min. 0.037' Tite-Loc Sliding Clip at W-1 Plywood or N/A N/A Section aluminum The- 30 inches o.c. attached 127 %-inch OSB' 3.3 Loc (max. 18- with two #10-12 x 1 -inch inch wide) Pancake Head screws Tite-Loc Sliding Clip at '%z -inch See Min. No. 24 48 inches o.c. for W-2 Plywood or N/A N/A Section gauge steel Tite- plywood or at 30 inches 37 '/g -inch OSB' 3.3 Loc (max. 18- o.c. for OSB attached inch wide) with two #14 x 1'/4 -inch Pancake Head screws Min. 16°'/ar Stainless steel Snap - See eighth -hard Clad Clip at 24 inches W -3 W-3 Plywood' N/A N/A Section copper Snap- o.c. with two #10-16 x 1- 45 3.3 Clad (max. 16- inch stainless steel inch wide) pancake Head screws Min. 0.037' '/e -inch See aluminum PAC- PAC -150 Clip at 36 W-4 Plywood' N/A N/A Section 150 180 Single inches o.c. with two 1/4- 45 3.3 Lock (max. 20- 13 x 15/e -inch screws inch wide) Min. No. 24 W-5 %s-inchSee Plywooda N/A pga ge steel PAC-150 Clip at 36 '/4- N/A Section Single Lock inches o.c. with two 45 3.3 13 x 1s/e-inch screws (max. 16 -inch wide) (Optional) Any rigid insulation, Snap -Clad Clip at 36 ,e 1 /z -inch max. Min. No. 24 inches o.c. with two 10- W-6 /o Plywowood10 thickness, with See gauge steel 12 x 1 -inch Pancake minimum 25 psi N/A Section Snap -Clad (max. Head screws or No. 12 45 compressive 3.3 18 -inch wide) Dekfast fastener when strength or rigid insulation and minimum 2 PCF bearing plates are used density Min. 0.032 -inch Tite-Loc Plus AR or Tite- "/32-inch See aluminum Tits- Loc AR Sliding Clip at 30 W-7 Plywood' 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.'/3-inch- thick plywood,'/,a- inch thick OSB, Yz-inch gypsum Min. 15/32- (Optional) board, '12- inch wood (Optional) Min. Snap -Clad Clip at 18 W-8 inch Foamed plastic fiberboard, See aluminumm Snap- inches o.c. with two 10- 45 Plywood ,o insulation, max. /4 -inch 10 -inch -thick Gypsumm 3.3 inch wide) Head screws DensDeck, '/4 -inch USG "SECUROCK Glass Mat Board" or'/4- inch "SECUROCK Roof Board" Min. 24 gauge Tite-Loc AR Sliding Clip s /e -inch steel Tite-Loc or or Tite-Loc Plus AR 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 -4173 I Most Widely Accepted and Trusted Page 5 of 11 TABLE 2—WIND RESISTANCE ASSEMBLIFs rc,...#Inuea, SYSTEMDEC NO. K' INSULATION'' BARRIER OR COVER UNDER- PANEL ALLOWABLE TYPE ATTACHMENT 3,4,5 BOARD" LAYMENT UPLIFT PRESSURE Min. 11/z - (Optional) s inch thick Foamed plastic Min. 24 gauge Clip Tite-Loc AR Slidinite-Loc W-10 closely insulation, min. steel Tite-Loc or or TPlus AR spaced P 1 -inch thick and None None Titx. Loc Plus Sliding Clip at 24 inches 45 wood min. 2 (max. inches O.C. with two 10 x 1 -inch decking density ty id wide) Pancake Head wood screws 19/32 Min. 24 gauge Tite-Loc AR Sliding Clip W-11 -inch Plywood or None None NoneSliding steel Tite-Lac or Tite-Loc Plus or Tite-Loc Plus AR Clip at 48 inches %.-OSB' (max. inches o.c. with two No. 14'/ x < 45 wide) 1 -inch Pancake Head Min. 5 -inch wood screws thick cement fiber board Min. 24 gauge Tite-Loc AR Sliding Clip CF -1 with foamed N None None steel Tite-Loc or or Tite-Loc Plus AR plastic core None Tite-Loc Plus Sliding Clip at 24 inches 45 with a 7/,s- (max. 16 -inches o.c. with two No. 1414 x inch OSB wide) 11/4 -inch screws facing1° Min. 5 -inch 1 -inch min. to thick cement 3'/2 -inch max., CF -2 fiber board with foamed 2.0 PCF pfoam (Optional) max. Section Min. 0.032 Snap -Clad Clip at 18 plastic core foamed d plastic P3.3 5,,_, thick aluminum Snap- P inches o.c. with two No. with a'/,s- Rory with a factory gps ger Clad (max. 16- 10-12 x 1 -inch Pancake 45 inch OSB laminated'/ia- cover board boa inches wide ) Head screws facing1' inch -thick OSB Min. 5 -inch 1 -inch min. (3'/2 - thick cement inch max.) 2.0 CF -3 fiberboard with foamed PCF of isoc anurate P y y (Optional) max. s/, Section Min. 24 gauge Snap -Clad ad Clip at 36 plastic core foamed plastic -inch -thick 3.3 steel Snap -Clad o. inches o. c. with two No. N with with a factory g (max. 18 -inch 10-12 x 1 -inch Pancake 45 inch OSB OSB laminated /,6- coveerr board wide ) Head screws facing10 inch -thick OSB Steel Framing (Min. 0.056- Min. 24 gauge Snap -Clad Clip at 48 S-1 inch thickness) at None Wq N/A steel Snap -Clad nches o.c. with two No. 10- (max. 12 -inches 16 x 1 -inch self -drilling, 45 max. 48 lfta wide) se -tapping Pancake Head inches o.c. screws Steel Framing (Min. 0.056- inch Min. 22 gauge Snap -Clad Clip at 60 inches S-2 thickness) at None N/A N/A steel Snap -Clad o.c. with two No. 10-16 x 1 - max. (max. 12 -inches rich self-drilling,self-tapping ppin 45 o. inches o.c. wide ) Pancake Head screws Steel Framing (Min. 0.056- Min. 24 gauge nap -Clad Clip at 48 inches S-3 inch thickness) at None N/A N/A steel Snap -Clad o.c. with two No. 14-13 Pancake Head screws max. 48 (max. 18 -inches w ide) (length to penetrate steel 45 inches o.c. framing min. /,-inch) Steel Framing (Min. 0.056- inch Min. 24 gauge Snap -Clad Clip at 60 inches S-4 thickness) at None N/A N/A steel Snap -Clad o.c. with two No. 10-16 x 1- max. 60 (max. 18 -inches inch self-drillingself-tapping 30 inches o. o.c. wide) Pancake Head screwsin Steel Framing (Min. 0.054- inch Min. 0.032 Snap -Clad Clip at 36 inches S-5 thickness) at None N/A N/A aluminum Snap- o.c. with two No. 10-16 x 1- max. Clad (max. 10'/z- nch self -drilling, self -tapping 45 inches o. o.c. inches wide) Pancake Head screws ESR -4173 I Most Widely Accepted and Trusted Page 6 of 11 TABLE 2—WIND RESISTANCE ASSEMBLIES (Continued) BARRIER PANEL ALLOWABLE DECK z° INSULATION' ORCRD" UNDER- UPLIFT M NO. M NO. BOARD' LAYMENT TYPE '05 ATTACHMENT " PRESSURE (Psf) Steel Framing Snap -Clad Clip at 48 (Min. 0.056- Min. 0.032 inches o.c. with two No. S-6 inch thickness) at None N/A N/A aluminum Snap- Clad (max. 10'/,- 10-16 x 1 -inch self -drilling, 30 max. 48 inches wide) self -tapping Pancake iinches o.c. Head screws Foamed plastic Snap -Clad Clip at 48 Insulation (1 -inch- thick min"4'/2- Min. 24 gauge steel Snap -Clad inches o.c. with two No. S-7 Steel inch thick max.) N/A N/A (max. 18 -inches 14 self -drilling screws 45 with a min. density wide) (length to penetrate steel 34 of 1.8 PCF decking min. -inch) Rigid Insulation (1- Min. 0.032 Snap -Clad Clip at 48 inch -thick min., aluminum Snap- inches o.c. with two No. S-8 Steel 41/2 -inch thick N/A N/A (max. 16 - 14 self -drilling screws 45 maxClad a min. inches wide) (length to penetrate steel ens 0th dens of 1.8 PCF 11 PC' deckingmin. /°-inch 1 -inch min. /,- inch max.) 2.0 PCF (Optional) Min. 0.032 Snap -Clad Clip at 18 S-9 Steel polyisocyanurate '/,-inch thick Section 3.3 aluminum Snap- inches o.c. with two No. 45 foamed plastic P gypsum cover Clad (max. 16- 10-12 x 1 -inch Pancake with a factory board inches wide) Head screws laminated'/,, -inch thick OSB 1 -inch min. (3'/2 - inch max.) 2.0 PCF (Optional) Min. 24 gauge Snap -Clad Clip at 36 5-10 Steel polyisocyanurate '/a -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'/ic-inch thick OSB 1 -inch min. (6 -inch (Optional max.) polyisocyanurate barrier board) Min. 0.032 Snap -Clad Clip at 18 5-11 Steel foamed plastic Max.'18-inch Section 3.3 aluminum Snap- inches o.c. with two No. 45 with a factory thick GP Clad (max. 16- 10-12 x 1 -inch Pancake laminated'/ie-inch DensDeck inches wide) Head screws thick OSB Rooiboard 1 -inch min. (6 -inch (Optional max.) polyisocyanurate barrier board) Min. 24 gauge Snap -Clad Clip at 36 5-12 Steel foamed plastic Max.'/e-inch Section 3.3 steel Snap -Clad inches o.c. with two No. 45 with a factory thick GP (max. 18 -inches 10-12 x 1 -inch Pancake laminated'/is-inch DensDeck wide) Head screws thick OSB RooPooard Steel Framing gauge Min. 24 ge Tite-Loc AR Sliding Clip or (Min. 0.056- (Optional) steel Tite-Loc or Tile -Loc Plus AR Sliding 5-13 inch Max. 6 -inch N/A N/A Tite-Loc Plus Clip at each purlin with 45 thickness) at fiberglass blanket (max. 16 -inches two No. 12-14 x 1 -inch or 1/°-14 max. 60 insulation wide) x 1 -inch self -drilling inches o.c. screw Steel Framing Min. 24 gauge Tile -Loc AR Sliding Clip or (Min. 0.056- Foamed plastic steel Tite-Loc or Tite-Loc Plus AR Sliding 5-14 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 1/°-14 max. 60 thick max.) wide) x 1 -inch self -drilling inches o.c. screw (Optional) Foamed plastic (Optional) '/e Tite-Loc AR Sliding Clip or Insulation, min. 1- -inch thick Min. 24 gauge Tite-Loc Plus AR Sliding inch thick with a OSB roof steel Tite-Loc or Clip at 48 inches o.c. with 5-15 Steel cover board N/A Tite-Loc Plus two No. 12-14 x 1 -inch 45 min. compressive strength of psi and/or 5/9 -inch (max. 16 -inches self -drilling screw (length of 2.0 or density of thick gypsum wide) to penetrate steel decking d barrier boards min.'/2-inch) ESR -4173 I Most Widely Accepted and Trusted Page 7 of 11 TABLE 2—WIND RESISTANCE ASSEMBLIES (Continued) For SI: 1 inch = 25.4 mm; 1 It = 0.305 m; 1 psf = 47.88 Pa. 'Wood deck must be a minimum's/32-inch-thick (11.9 mm) plywood or non -veneer APA -rated minimum'/,6-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. 'All 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. "Fastener spacing is the maximum allowable for the rated pressure. "Minimum penetration through the deck for fasteners is 1 inch for wood decks and'/4 inch for steel decks. "Optional barrier board to be minimum '/,6 -inch -thick OSB installed with HD Hailgard Fasteners at a rate of 24 per 4 ft x 8 It board, where applicable. 'Steel framing used for panel attachment must be minimum 50 ksi. 'All 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 2'/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. 'Plywood attachment to supports shall consist of No. 8-18 by 17/8 inch long screws or 8d x 2'/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. '"UL 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 BARRIER OR Tite-Loc PANEL ALLOWABLE SYSTEM DECK , 26 INSULATION' COVER UNDER- UNDER- UPLIFT TYPE a46 ATTACHMENT' ' N0. BOARD' LAYMENT PRESSURE (Psf) Steel Framing (Optional) Min. 24 gauge steelTite-Loc AR Sliding Clip or (Min. Max. 6 -inch Tite-Loc or Tite-Loc Tile -Loc Plus AR Sliding S-16 0.068 -inch fiberglass N/A N/A Plus (max. 16 -inches Clip at 60 inches o.c. with 45 thickness) blanket wide) two No. 12 x 1 -inch self - at max. 60 insulation drilling screw inches o.c. Tite-Loc AR Sliding Clip or Min. 24 gauge steel Tite-Loc Plus AR Sliding 5-17 Steel None Min.'/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 deckingin. (Optional) Min. inch Tite-Loc AR Sliding Clip or and ed expand Min. 24 gauge steel Tite-Loc Plus AR Sliding 5-18 Steel polystyrene Min.'/2-inch None Tite-Loc or Tite-Loc Clip at 48 inches o.c. with 45 with a min. gypsum board Plus (max. 16 -inches two No. No. 14 self -drilling density of 1.0 wide) screw (length to penetrate '/2 cf steel decking min. -inch) For SI: 1 inch = 25.4 mm; 1 It = 0.305 m; 1 psf = 47.88 Pa. 'Wood deck must be a minimum's/32-inch-thick (11.9 mm) plywood or non -veneer APA -rated minimum'/,6-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. 'All 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. "Fastener spacing is the maximum allowable for the rated pressure. "Minimum penetration through the deck for fasteners is 1 inch for wood decks and'/4 inch for steel decks. "Optional barrier board to be minimum '/,6 -inch -thick OSB installed with HD Hailgard Fasteners at a rate of 24 per 4 ft x 8 It board, where applicable. 'Steel framing used for panel attachment must be minimum 50 ksi. 'All 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 2'/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. 'Plywood attachment to supports shall consist of No. 8-18 by 17/8 inch long screws or 8d x 2'/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. '"UL 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 '/2:12 (4 -percent) Tite-Loc Plus /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 0.5 FIGURE 1—SNAP-CLAD 121.16'. FIGURE 2—TITE-LOC 12', le" w 1e' FIGURE 3—TITE-LOC PLUS 1Z' -A FIGURE 4—PAC-150 180 SINGLE LOCK ESR -4173 I Most Widely Accepted and Trusted Page 9 of 11 FIGURE 6—SNAP-CLAD CLIP FIGURE 6—TITE-LOC AR CLIP FIGURE 7—TITE-LOC PLUS AR CLIP ESR -4173 I Most Widely Accepted and Trusted Page 10 of 11 FIGURE 8—PAC-150 CLIP A" FIGURE 9—BEARING PLATE ICC -ES Evaluation Report ESR -4173 CBC and CRC Supplement Reissued September 2019 This report is subject to renewal September 2021. www.icc-es.org 1 (800) 423-6587 1 (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, reissued September 2019 fCC-ES Evaluation Reports are not to be construed as representing aesthetics ar any other attributes nm spechically addressed, nor are they loorbe cma'ued as an endorsement ofae .subject aline report a' a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express implied, as i to any finding or other matter in this report, at as to any product covered by the report. man , -,25'A -.. Copyright 0 2019 ICC Evaluation Service, LLC. All rights reserved. Page 11 of 11