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HomeMy WebLinkAboutFile Documents.1240 Mountain View Dr.0047-2024-BROF (8) ESSERVICE"EVALUAICCTION . ;Yo • ro Compliance with International Codes ,Lri� f:. .o• • Compliance with State Codes www.icc-es.org I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® ICC-ES Evaluation Report Reissued January 2023 ESR-3150 This report is subject to renewal January 2025. DIVISION: 07 00 00—THERMAL AND MOISTURE 3.2.2 Highlander NEX AR: Highlander NEX AR shingles PROTECTION are identical to the Highlander except for the addition of Section: 07 31 13—Asphalt Shingles copper roofing granules, for algae resistance, on the top surfacing. REPORT HOLDER: 3.2.3 Dura-Seal: Dura-Seal are self-sealing, single layer, MALARKEY ROOFING PRODUCTS 3-tab shingles that consist of bitumen and fillers applied on a fiberglass mat and surfaced with roofing granules. EVALUATION SUBJECT: 3.2.4 Dura-Seal AR: Dura-Seal AR are self-sealing,single layer, 3-tab shingles that consist of bitumen and fillers MALARKEY POLYMER-MODIFIED ASPHALT applied on a fiberglass mat and surfaced with algae SHINGLES resistant roofing granules. 1.0 EVALUATION SCOPE 3.2.5 Vista: Vista shingles are self-sealing laminated shingles that consist of polymer modified bitumen and fillers Compliance with the following codes: applied onto a fiberglass mat and surfaced with mineral • 2021, 2018, 2015, 2012 and 2009 International Building roofing granules. Code°(IBC) 3.2.6 Vista AR: Vista AR shingles are self-sealing • 2021, 2018, 2015, 2012 and 2009 International laminated shingles that consist of bitumen and fillers applied Residential Code°(IRC) onto a fiberglass mat and surfaced with mineral roofing • 2013 Abu Dhabi International Building Code(ADIBC)t granules. tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 3.2.7 Alaskan: Alaskan shingles are self-sealing, single- in this report are the same sections in the ADIBC. layer three-tab shingles that consist of polymer-modified Properties evaluated: bitumen and fillers applied onto a fiberglass mat and surfaced with mineral roofing granules. • Weather resistance • Fire classification 3.2.8 Alaskan ScotchgardTM: Alaskan ScotchgardTM shingles are identical to the Alaskan except for the addition • Wind resistance of copper roofing granules, for algae resistance, on the top 2.0 USES surfacing. The Malarkey asphalt shingles described in this report meet 3.2.9 Legacy: Legacy shingles are self-sealing laminated the requirements for Class A roof coverings when installed shingles that consist of polymer-modified bitumen and fillers in accordance with this report. applied onto a fiberglass mat and surfaced with mineral 3.0 DESCRIPTION roofing granules. 3.1 General: 3.2.10 Legacy ScotchgardM: Legacy ScotchgardTM Malarkey asphalt shingles are polymer-modified self-sealing shingles are identical to the Legacy except for the addition shingles complying with ASTM D3462. See Table 1 and of copper roofing granules, for algae resistance, on the top Figure 1 for shingle type (three-tab or laminated), product surfacing. names, dimensions, and manufacturing locations. 3.2.11 Ecoasis NEX: Ecoasis shingles are self-sealing 3.2 Polymer Modified Asphalt Shingles: laminated shingles that consist of bitumen and fillers applied 3.2.1 Highlander NEX: Highlander NEX shingles are self onto a fiberglass mat and surfaced with reflective roofing granules sealing laminated shingles that consist of bitumen and fillers applied onto a fiberglass mat and surfaced with mineral 3.2.12 Ecoasis Premium: Ecoasis Premium shingles are roofing granules. self-sealing laminated shingles that consist of polymer- 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 i 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 iu • to any finding or other matter in this report,or as to any product covered by the report. ma Copyright©2023 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 12 ESR-3150 I Most Widely Accepted and Trusted Page 2 of 12 modified bitumen and fillers applied onto a fiberglass mat Section 2304.8.2 or 2308.7.10 [2012 and 2009 IBC Section and surfaced with reflective roofing granules, as well as 2304.7.2 or 2308.10.8]. The shingles must be installed in copper roofing granules on the top surfacing for algae accordance with IBC Section 1507.2 or IRC Section R905.2, resistance. except as noted in this report. See Figure 5 for typical 3.2.13 Windsor ScotchgardTM: Windsor ScotchgardTM installation details. shingles are heavy weight self-sealing laminated shingles 4.1.2 Underlayment: Under the 2021 and 2018 IBC, the that consist of polymer-modified bitumen and fillers applied roof underlayment must be installed in accordance with onto a fiberglass mat and surfaced with mineral roofing Section 1507.1.1 and Tables 1507.1.1(2) and 1507.1.1(3). granules. Under the 2015,2012 and 2009 IBC,the roof underlayment 3.2.14 EZ-Ridge: EZ-Ridge high profile decorative ridge must be installed in accordance with Section 1507.2.8. shingles with sealant consist of an SBS blend asphalt Under the 2021,2018 and 2015 IRC,the roof underlayment coating applied onto a fiberglass mat and surfaced with must be installed in accordance with Section R905.1.1 and colored ceramic granules. EZ-Ridge has an exposure of Tables R905.1.1(2) and R905.1.1(3). Under the 2012 and 81/4 inches (210 mm). 2009 IRC, the roof underlayment must be installed in accordance with Section R905.2.7. Minimum roof slope 3.2.15 EZ-Ridge XT: EZ-Ridge XT high profile decorative must be 2:12. For roof slopes greater than 4:12, the roof shingles with sealant consist of an SBS blend asphalt deck must be covered with a minimum of one layer of coating applied onto a fiberglass mat and surfaced with underlayment as described in Section 3.4 of this report. For colored granules. The EZ-Ridge XT has an exposure area slopes between 2:12 and 4:12, two layers of the of 81/4 inches(210 mm). underlayment described in Section 3.4 of this report are 3.2.16 10" RidgeFlex: 10" RidgeFlex are SBS-modified required. In areas where there has been a history of ice fiberglass hip& ridge caps intended for use with wide ridge forming along the eaves, causing a backup of water, an ice vents. 10" RidgeFlex consists of a fiberglass mat barrier must be provided in accordance with 2021 and 2018 impregnated and coated on both sides with a modified- IBC Section 1507.1.2 [2015, 2012 and 2009 IBC Section bitumen asphalt surfaced with embedded ceramic granules. 1507.2.8.2]or 2021, 2018, and 2015 IRC Section R905.2.7 3.2.17 12" RidgeFlex: 12" RidgeFlex are SBS-modified [2012 and 2009 IRC Section R905.2.7.1], as applicable. fiberglass hip and ridge caps intended for use with wide 4.1.3 Shingle Application: The three-tab and laminated ridge vents. 12" RidgeFlex consists of a fiberglass mat shingles are installed with vertical joints of each course of impregnated and coated on both sides with a modified- shingles offset a minimum of 4 inches (102 mm) from the bitumen asphalt surfaced with embedded ceramic granules. preceding course and with a maximum exposure to the 3.3 Fasteners: weather of 55/8 inches (143 mm). Windsor shingles are offset a minimum of 51/2 inches (140 mm) from the Fasteners must comply with ASTM F1667 and must be preceding course and have a maximum exposure to the minimum No. 12 gage [0.105-inch-diameter (2.67 mm] weather of 53/4 inches (146 mm). In colder climates or wind shank], 3/s-inch-diameter-head (9.5 mm), galvanized steel, regions where it is questionable whether the sealant strip stainless steel,aluminum or copper roofing nails. Fasteners will activate and seal the shingles, the shingles must be must be of sufficient length to penetrate into the sheathing hand-sealed. For three-tab shingles, hand-sealing consists 3/4 inch (19.1 mm), or through the sheathing, whichever is of applying two spots of tab adhesive,approximately 1/2 inch less. (12.7 mm) in diameter, under each tab near the corners. 3.4 Underlayment: Hand-sealing of laminated shingles consists of applying four 15/18-inch (23.8 mm)spots of tab adhesive to the back of the Under the 2021 and 2018 IBC, the roof underlayment must shingles, 1 inch and 13 inches(25 mm and 330 mm)in from be in accordance with Section 1507.1.1 and Table each side and 1 inch (25 mm) up from the bottom of the 1507.1.1(1). Under the 2015, 2012 and 2009 IBC, the roof shingle. For Windsor shingles, hand-sealing consists of underlayment must be in accordance with Section 1507.2.3. applying a dab of tab adhesive, approximately 1 inch Under the 2021,2018 and 2015 IRC,the roof underlayment (25 mm)in diameter, under each shingle tab.See Figures 3 must be in accordance with Section R905.1.1 and Table and 4. R905.1.1(1)[2012 and 2009 IRC Section R905.2.3]. 3.5 Asphalt Cement: 4.1.4 Shingle Fastening: For roof slopes of 2:12 to 21:12, three-tab and laminated shingles are fastened to the roof Asphalt roofing cement used for hand-sealing the shingles deck using four fasteners, located as shown in Figure 2. must comply with ASTM D4586, Type I, Class I, or Type II, Windsor shingles require five or six fasteners,depending on Class I. region,as shown in Figure 3. In high wind areas and for roof 4.0 INSTALLATION slopes exceeding 21:12, three tab and laminated shingles must be hand-sealed in accordance with Section 4.1.3 and 4.1 New Construction: fastened to the roof deck using six fasteners, located as 4.1.1 General: Installation of Malarkey polymer-modified shown in Figure 2. In high wind areas and for roof slopes asphalt shingles must comply with the applicable code, this exceeding 21:12, Windsor shingles require nine fasteners report and the manufacturer's published installation and hand-sealing, located as shown in Figure 3.See Figure instructions. The manufacturer's published installation 5 for nailing depth illustration. instructions must be available at the jobsite at all times 4.1.5 Valley Construction, Other Flashings and Drip during installation. When installed on new construction in Edges: Roof valleys must be flashed in accordance with accordance with this section,the shingles area Class A roof 2021 and 2018 IBC Section 1507.2.8.2 [2015, 2012 and covering. 2009 IBC Section 1507.2.9.2] or IRC Section R905.2.8.2. Roof deck must be code-complying, minimum See Figure 7 for typical installation details. Other flashings 3/8-inch-thick (9.5 mm), exterior-grade plywood; must be installed in accordance with IBC Sections 1503.2 7/18-inch-thick (11.1 mm) oriented strand board (OSB); or and 2021 and 2018 IBC Section 1507.2.8 [2015, 2012 and nominally 1-inch-by-6-inch(25-by-152 mm)lumber installed 2009 1507.2.9]or IRC Sections R903.2 and R905.2.8. Drip as solid sheathing conforming to 2021,2018, and 2015 IBC edges must be installed in accordance with 2021 and 2018 ESR-3150 I Most Widely Accepted and Trusted Page 3 of 12 IBC Section 1507.2.8.3 [2015, 2012 and 2009 IBC Section speed is 190 mph (306 kph) or less with an exposure 1507.2.9.3]or IRC Section R905.2.8.5. category of B or C(ASCE 7)and a maximum building height 4.1.E Hip & Ridge: The hip & ridge shingles must be of 60 feet(18.3 m). Installation must be in accordance with centered over hips and ridges, and must be fastened to the 2021 and 2018 IBC Section 1507.2.E[2015,2012 and 2009 roof deck using two fasteners, one located on each side of Section 1507.2.7]or IRC Section R905.2.6, as applicable. the hip or ridge,61/2 inches(165 mm)from the exposed end 5.0 CONDITIONS OF USE for RidgeFlex products,8%inches(222.3 mm)for EZ-Ridge The Malarkey asphalt shingles described in this report products,and 1 inch(25.4 mm)up from the shingle edge for comply with, or are suitable alternatives to what is specified both RidgeFlex and EZ-Ridge products. RidgeFlex hip and in,those codes listed in Section 1.0 of this report, subject to ridge shingles must be installed with a maximum 55/s-inch the following conditions: p J (143 mm)exposure to the weather. See Figure 8. EZ-Ridge and EZ-Ridge XT hip and ridge shingles must be installed 5.1 Installation complies with this report, the with a maximum exposure of 81/4-inch (2010 mm)exposure manufacturer's published installation instructions and to the weather. See Figure 9 for details. applicable code. If there is a conflict between the 4.2 Reroofing: installation instructions and this report, this report governs. When the asphalt shingles described in this report are 5.2 The products are manufactured at the plant locations installed over existing Class A or Class C asphalt shingles listed in Table 1 of this report, under a quality control in accordance with this section, the roofing assemblies are program with inspections by ICC-ES. recognized as Class A roof coverings. The existing asphalt roof shingle covering must be inspected in accordance with 6.0 EVIDENCE SUBMITTED the provisions and limitations of 2021 IBC section 1512 and 6.1 Manufacturer's published installation instructions. 2018 and 2015 IBC Section 1511 [2012 and 2009 IBC Section 1510] or 2021, 2018, and 2015 IRC Section R908 6.2 Reports of testing in accordance with ASTM D3462, [2012 and 2009 IRC Section R907]. Prior to reroofing, hip ASTM D3161,ASTM D7158, and ASTM E108. and ridge shingles must be removed.Except as noted in this 6.3 Quality control documentation. section, the shingles must be installed in accordance with Section 4.1 of this report. Fasteners must be of sufficient 7.0 IDENTIFICATION length to penetrate 3/4 inch (19 mm) into the sheathing or 7.1 Each bundle of shingles bears a label with the name through the sheathing,whichever is less.Valley flashing and and address of the manufacturer (Malarkey Roofing other flashings must comply with Section 4.1.5 and the Products), the product name, installation instructions, following, as applicable: and the ICC-ES evaluation report number(ESR-3150). • IBC: 2021 Sections 1512.4 and 1512.5 and 2018 and Additionally, in accordance with ASTM D3462, each 2015 Sections 1511.5 and 1511.6 [2012 and 2009 bundle of shingles is marked with the area of the roof Sections 1510.5 and 1510.6]. surface covered,ASTM designation,style,and color of the product. • IRC: 2021, 2018 and 2015 Sections R908.5 and R908.6 [2012 and 2009 IRC Sections R907.5 and R907.6]. 7.2 The report holder's contact information is the following: 4.3 Wind Resistance: MALARKEY ROOFING PRODUCTS 7217 Malarkey asphalt shingles have been tested for wind POST OFFICE OLU BIA 3131 NORTH BOULEVARD resistance in accordance with ASTM D3161 or ASTM D7158. Shingles tested in accordance with ASTM D3161 PORT LAND, OREGON EGON 97212 (503)240-1191 are classified as Class A or Class F and qualify for use under molar www• alar 2021 IBC Section 1504.2 and 2018 and 2015 IBC Section wwkeyroofinq.com 1504.1.1 [2012 and 2009 IBC Section 1507.2.7.1] or IRC Section R905.2.4.1, as applicable. Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations where the maximum basic wind ESR-3150 I Most Widely Accepted and Trusted Page 4 of 12 TABLE 1—PRODUCT LIST,DIMENSIONS AND MANUFACTURING FACILITIES SHINGLE TYPE PRODUCT DIMENSIONS(inches) MANUFACTURING FACILITY Height Width Portland,Oregon The Alaskan 131/4 393/8 South Gate,California Oklahoma City,Oklahoma The Alaskan ScotchgardTM 131/4 393/8 Portland,Oregon South Gate,California Three Tab Dura-Seal 131/4 393/8 South Gate,California Dura-Seal AR 131/4 393/8 South Gate,California Vista 131/4 40 Portland,Oregon South Gate,California Portland,Oregon Vista AR 131/4 40 South Gate,California Oklahoma City,Oklahoma Highlander NEX 131/4 40 South Gate,California Portland,Oregon Laminated Highlander NEX AR 131/4 40 South Gate,California Oklahoma City,Oklahoma Portland,Oregon Legacy 131/4 40 South Gate,California Oklahoma City,Oklahoma Legacy ScotchgardTM 131/4 40 Portland,Oregon Oklahoma City,Oklahoma Ecoasis NEX 131/4 40 South Gate,California Ecoasis Premium 131/4 40 South Gate,California Windsor ScotchgardTM 191/4 381/4 Portland,Oregon 10"RidgeFlex 97/8 131/4 Portland,Oregon Oklahoma City,Oklahoma 12"RidgeFlex 12 13'/4 Portland,Oregon Hip&Ridge Oklahoma City,Oklahoma EZ Ridge 8 111/2 South Gate,California EZ Ridge XT 97/8 131/4 South Gate,California For SI: 1 inch=25.4 mm ESR-3150 I Most Widely Accepted and Trusted Page 5 of 12 3-TAB 39-3/8" LAMINATE 39" LAMINATE 40" Dura-Seal Vista Legacy Dura-Seal AR Vista AR Legacy Scotchgard The Alaskan Highlander NEX Ecoasis Premium The Alaskan Scotchgard Highlander NEX AR Ecoasis NEX • 1341 — - 13 i 58 I 51 ELEGANT HEAVYWEIGHT: -WINDSOR SCOTCHGARD" 384 194 F 53 4 i FIGURE 1—ASPHALT SHINGLE DIMENSIONS 3-TAB 4 NAIL PATTERN _ = = LAMINATE NAILING PATTERNS :g:; :.. 'dr ;:.;� G;::,°;•'':;• ;;w �- airiP. ."' ..T .t' ? ;:'...: ;fii y 4•-lip ..:*!!'?!!�::'a'i lir 4 NAIL ;:_4, ,..i EVENLY:i�z'gs: g MIN 4"1111111111 . . =i.�i. —:SPACED. —�i -'ate IM -LOCATION OF FASTENERS SHOULD BE JUST BELOW THE X ��� SELF-SEAL STRIP AND CENTERED OVER THE CUTOUTS.END FASTENERS SHOULD BE PLACED APPROX.1"FROM EACH EDGE. 6 NAIL 3-TAB 6 NAIL PATTERN I: EQ. EQ. a.SEQ. EQ. EQ e. SPACE,:SPACE PACEPACE�SPAC E.�: MIN 4"a; - - - � , : Lli 5518' "+:5518' Lil -IN BOTH PATTERNS,FASTENERS SHOULD BE PLACED IN THE NAILING -FASTENERS SHOULD BE PLACED JUST BELOW THE SELF-SEAL STRIP AREA AND END FASTENERS SET APPROX.1"FROM EACH EDGE OF WITH TWO NAILS SPACED 1"ON EITHER SIDE OF EACH CUTOUT.END THE SHINGLE.THE REMAINING FASTENERS SHOULD BE EVENLY FASTENERS SHOULD BE PLACED APPROX.1"FROM EACH EDGE. SPACED ON THE SAME LINE AS THE END FASTENERS. FIGURE 2—NAILING INSTRUCTIONS ESR-3150 I Most Widely Accepted and Trusted Page 6 of 12 5 NAIL 6 NAIL ALTERNATE EVENLY SPACED NAILING LINES .:.,"'::.:?.::"7:-.V,' ..:::•:!:•';';'•:.....t:-.:?;....•-•'...., ..:'..,...'''..'.i....!.'. ..?E,:..',-i.;`,.:;:.':4::',,',,:' .f,.',:...-,'.: .:3.,';'-',.•;:t.'f,1..::::::..7...1 .1..::.:..;:;: .H.7:::.:::.:,:•:::::;:.:Ii::-....,:. 1,1:•:1::..?..;t:::...i:::::..:!.:,.......:.,;•;:i7 ::::::::....::'.,. :. .i'..!:;',....s.'..:?::•,.. .:Z.....;;::::::;.S..'''.-.,.,:..-.:.. ..::::.!.'":::-:.:::•:.,:::..1..'.t7'.-'...i.."....;:f..1..'4'..F........-i:::;::::.:; .:.::.::.:i .:::..-.,:,..:.":'.,:!,..,,..1..!..,:.,?::..: .,:....-.-..;:.. .:1.2,.,...,,.. .....,..1,:...,...;: ...;'':.:: :",.'.1P....LAO''.E::;:p. 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ENSURE FASTENERS IN LOWER NAILING AREA WILL BE COVERED ENSURE FASTENERS IN LOWER NAILING AREAS WILL BE COVERED BY TABS OF OVERLYING COURSES BY TABS OF OVERLYING COURSES FIGURE 3—NAILING INSTRUCTIONS&HAND-TAB LOCATIONS:WINDSOR SHINGLES HAND—SEALING 3—TAB SHINGLES .E1'.-,..:,.,. ._:,..4:- --..----.'&•:,•-••••,-.1'.....N.:', :,'::7V,',;:::;:•:••:F;':(17,Z.:.::;Z!;.•:•).••.1::.;;;:"!.;, :t:"..e. .',..:-:•,!.4:F.:,-; g:•;.N.'. .f,"?. .t;-?:,"tf"?.;::-.i:.I'4-.--.,i7;',""! -r.',.-s;-..-'.0..;.,-,;.s..z.;:,'<,.-...,'..-7.::,,,,•:,4.14.,..-.7•••.". t-:.•....::;.•-:::!•:-$:,....'::';--'.''':•.`' ' ..-6:`.':-•("4-10".:(...".''Ulf)takiliriiii Ali( ,... 3'.kiit;411.•*it: .-"-- • s.:111":''.. •-.-- ' -•-' • .'. 1--';'-'-f*i....1.:* '•.•..7,;;;';'1:::•(. ''s 1/4. ... .5-5/8" •-....- 5-5/8" • - •••..-• 1 , , , 411.!..:11111 -APPLY 2 - 1" DABS (DF SEALANT PER TAB, 6 PER SHINGLE. ESR-3150 I Most Widely Accepted and Trusted Page 7 of 12 HAND-SEALING LAMINATE SHINGLES :" ' • ' i. EQ.SPACE. . . EQ.SPACE. EQ.SPACE =3 MIN 4" �d • A•11. •- SEALANT .__.__ 5-5/8" "`; '`.' .' FIGURE 4—HAND-SEALING DETAIL Properly Driven Improperly Driven 13/8" (10 mm) underdriven overdriven crooked isi min.diameter 4 Asphalt Shingles ■ Er 4 Decking r straight, good penetration, and inadequate deck too de p, inadequate flush with shingle surface penetration cuts into shingle anchorage FIGURE 5—NAILING INSTRUCTIONS ESR-31 50 I Most Widely Accepted and Trusted Page 8 of 12 3-TAB LAMINATE COURSES 1-7 f COURSES 1-5 -: ''- 1. 39-3/8" 1: FULL LENGTH �t' , 2. 33-3/4" ,; 2-5: EACH COURSE ..i..:." ::'' 3: 28-1/8" :,•, `. PROGRESSIVELY 8" IiA.. ' 4: 22 1/2" '�;' `�' SHORTER (MIN 4") 5: 16-7/8„ 61....:.-.....:,..:;:,:::,::,,..::...... 6: 11-1/4" ' - ' • ' . /I_ - �� ©� �__ ove 1 QPoo— WINDSOR /UNDERLAYMENT //\ SMART ' 11*. START ::.,110.111' 4 3 WINDSOR ik \--Sill / STARTER *X EAVE METAL FIGURE 6—SHINGLE LAYOUTS; DIAGONAL PATTERN ESR-3150 I Most Widely Accepted and Trusted Page 9 of 12 0 ko.a... po --TRIM ALL VALLEY LINE SHINGLES ' METAL&CLOSED CUT VALLEY ,CP 'c 7 Tnr et to match caster Inv ergo Tnm 2 lop 1' Ir.'towards I LC 0 n tch canter kray erne 2 Trim top l'at 45'(words War Metal Liner Valley Liner Metal UMW \ i `� _0 Underlayment ` • / li\ 110100,4 ♦ woven across valley 111 11 Shingles set in 4 ` 3"Bead of Mastic _ - > II -- , Deck ----f._ ___ ILI VC ��r,° k~ lerlilk *� ♦Par ,5,r in W �14114. 1:1 1.:' 116"764=�=�f Starter ♦ %�a�� 4- 4' s_o+->c.moo_!`�1i �'W.Via �.�J � �Oa�e�® �0Vr Starter Valley Liner Underlayment �` woven across valley \ a w r_ i Shingles set In < ___ 3"Bead of Mastic __ _ Deck ---_w .- IA • tJ ♦ 24.T,,101111%t11i .' Starter ti�a ♦ t0 `•0Vi 4,+/44',;.rm, Starter 101194.0"0 go 3-TAB LAMINATE VALLEY METAL `' VALLEY LINER � (SELF-ADHERED) ,� UNDERLAYMENT WOVEN ,�'• • � \ THROUGH VALLEY / SHINGLES SET IN 3" BEAD OF MASTIC , , / --, . \ \\ • 1.CUT TO MATCH CENTERLINE ANGLE. / \ 2,TRIMTOP I'ISOEORS TOWARDSVPIIEY,/ jkt I$ 4 DEGREES \ WINDSOR FIGURE 7—VALLEY INSTALLATION DETAIL: CLOSED-CUT AND OPEN METAL ESR-3150 I Most Widely Accepted and Trusted Page 10 of 12 97/8" 1 97/8" 97/8"97/8" I 97/8" 1 251 mm 251 mm 251 mm 251 mm - - - - - - - - - - ' 131/4" 337 mm SEAL-DOWN I PERFORATIONS 10" RIDGEFLEX SEPARATES AT PERFORATIONS INTO FOUR HIP&RIDGE STRIPS I 12" I 12" I 12" I 305 mm 305 mm 305 mm 131/4" 337 mm SEAL-DOWN I PERFORATIONS 12" RIDGEFLEX SEPARATES AT PERFORATIONS INTO THREE HIP& RIDGE STRIPS PREVAILING WIND ......------- lahhhh, 5 5/8" ---------------------- • FASTENER,,. LOCATIONS /STARTER SHINGLE FIGURE 8—INSTALLATION OF RIDGEFLEX HIP& RIDGE SHINGLES ESR-31 50 I Most Widely Accepted and Trusted Page 11 of 12 \ EZ-RIDGE SHINGLE PREVAILING WIND ,41 -\- __._ 8 1/4" - _ N� __:- _________,_,„ \ FASTENER / . ~~ - LOCATIONS STARTER SHINGLE FIGURE 9—INSTALLATION OF EZ-RIDGE HIP&RIDGE SHINGLES ESICC EVALUATION SERVICE' ICC-ES Evaluation Report ESR-3150 CBC and CRC Supplement Reissued January 2023 This report is subject to renewal January 2025. www.icc-es.orq 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 31 13—Asphalt Shingles REPORT HOLDER: MALARKEY ROOFING PRODUCTS EVALUATION SUBJECT: MALARKEY POLYMER-MODIFIED ASPHALT SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Malarkey Engineered and Polymer-modified asphalt shingles, described in ICC-ES evaluation report ESR-3150, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2019 California Building Code(CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD)AKA:California Department of Health Care Access and Information(HCAI)and the Division of State Architect(DSA), see Sections 2.1.1 and 2.1.2 below. • 2019 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Malarkey Engineered and Polymer-modified asphalt shingles, described in Sections 2.0 through 7.0 of the evaluation report ESR-3150, comply with CBC Sections 1505.1 and 1507.2, and may be used where the CBC requires 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 2018 International Building Code®(IBC) provisions noted in the evaluation report and the additional requirements of CBC Section 1511, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections of the CBC are beyond the scope of this supplement. 2.2 CRC: The Malarkey Engineered and Polymer-modified asphalt shingles, described in Sections 2.0 through 7.0 of the evaluation report ESR-3150, complies with CRC Sections R902.1 and R905.2,and 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 2018 International Residential Code®(IRC)provisions noted in the evaluation report and the additional requirements of CRC Section R908, as applicable. This supplement expires concurrently with the evaluation report, reissued January 2023. 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.There is no warranty by ICC Evaluation Service,LLC,express or implied,as i% ANAB • to any finding or other matter in this report,or as to any product covered by the report. •RE Copyright©2023 ICC Evaluation Service,LLC. All rights reserved. Page 12 of 12