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HomeMy WebLinkAboutProduct Approval Asphalt Shingles5/19/2021_ Florida Building Code Online �O Businest Professional ► IB oo Regulation .iBCIS Home: j, Log In �. User Registration :j Hot Topics .�, Submit Surcharge j Stabs &Facts .j Publications j Contact Us j BCIS Site Map Unks..j:. Search j . n! q: Product Approval + I' r} USER: Public User _•i' 1 ' Product Approval Menu'> Product or Application Search > Application' Llst > Application Detail FL # . . . FL30310-R1.. 7. Application Type Revislon , Code Version " 2020 Application Status Approved Comments RECEIVED Archived,' Product Manufacturer IKO Industries Ltd F C Address/Phone/Email 40.Hansen Road South St LUCIe COUnty ,' Brampton, NON -US L6W 3H4 perirnrtin9 (905) '457-2880 Ext 4581 william.liu@iko.com. ::.i.;;• r ';,'" Authorized Signature William UU l william.liu@iko.com Technical; Representative William Liu ;,f'' , Address/Phone/Email 40 ,I Id':.,;,+,, Hansen Road South li Brampton, FL L6W 3H4. , �' I�j (416) .525-3740 I I 1, ,�;l0 1l r william.liu@iko.com. FILE. COPY Quality Assurance Representative Address/Phone/Email +,. Category Roofing I : Subcategory Asphalt Shingles ?" '.'Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the' Zachary R. Priest. Evaluation., Report Florida License PE-74021 ,,..Quality Assurance Entity. PRI Construction Materials Technologies; LLC: Quality ASsurance'Contract Expiration Date 12/31/2024 Validated By Steven, M. Urich, PE Validation Checklist - Hardcopy Recelved'Ir,', r Certificate of Independence FL30310 RS COI' IK019002.2 2020 FBC Eyal Shinoles fna .pdf l' Referenced Standard and Year (of Standard) Standard "'"` "' Year: ' ASTM. D 3018 19901, ASTM D 3161 2016 ASTM D 3462 2010'.1 ASTM E 108 ; ;2616 TAS 100 ..... .95 TAS 107 2020 Equivalence of Product Standards (' a Certified By hftps://www.flo�dabuilding.org/pr/pr app_dtl.aspx2param=wGEVXQwtDgvH%2bffZfjpUCSn6k71 pZ96MbxnNUZe3Q76B4ygcSbbE6w%3d%/ 3d 112 STACK: 0, f i i 5/19/2021 Florida Building Code Online !.. ; Sections from the Code Product Approval Method' "+, Method 1 Option D .ST�1CK:r 0., ... .... - ! .. t 11. Date Submitted 10/16/2019 l r;? Date Validated 10/23/2020 Date Pending FBC Approval 10/28/2020 I , Date Approved 12/16/2020 Summary of Products II I I FL # Model, Number or Name Description 30310.1 IKO Shingles ASTM D 3161, Class F asphalt shingles, hip and ridge shingles, starter strip "& shingle, strip Limits, of Use Installation Instructions' ; l Approved for use in HVHZ: Yes FL30310 11111 I1<019002.2 2020 FBC Eval•Shingles fiaf.pdf Verified By: Zachary R.; Priest PE-74021 Approved for use outslde'HVHZ: Yes Impact Resistant:'N/A Created by Independentihfrd,Party: Yes Design Pressure: N/A -• . • . Evaluation Reports Other: See evaluation report for Ijmits,of use. FL30310 R1 AE IK019002.2 2020 FBC Eval Shingles ff al ppd Created by Independent Third Party: Yes •ii�ll Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487=1824 ' The State of Florida Is an AA/EEO employer. Copyjig 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ;: Refund Statement ull ),I Under Florida law, email addresses are public records. If you do. not want your a - mall address released In response to a public -records request, do not -send electronic. :mail to this entity. Instead; contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section,455.275(1); �7 •;1 r .Florida Statutes; effective October 1, 2012, licensees licensed; under Chapter 455,. F;S. must provide the Department with an email address If they, have. one. The einalis: provided may be used for official communication with the licensee. However email addresses are public record. If you do hot wish to supply a personal address, please provide the Department with'an email address'whlch can be made available to'the public. To determine If you are'a licensee under Chapter 455, F.S:, please click here Product Approval Accepts:.. , .. . M W W e_CR M .. . . Credit Card Safe https://www.florida6uildin or / r/ r a dtl.as x7 aram=wGEVXQwtD vH%2bffZf UCSn6k71 Z96MbxnNUZe3Q768dygcSbcE8w%3d%I d'',"', g• 9 P P PP_ P. P q fp : p ... 2/2 CREEK- Certificate of Authorization No. 29824 17520 Edinburgh Dr �'Tarripa; FL 35647 TECHNICAL SERVICES;; LLC: (813),480r,3„4z,1` EVALUATION REPORT FLORIDA BUILDING.CODE, 7T":EolTioni (2020) Mari,ufacturer: JK0 INDUSTRIES, LTD Issued October 22; 2020 40 Hansen Rd S Brampton, ON L6W 3H4 Canada (905) 457-2880 www.iko.com ufaoturing Plants: Calgary, Alberta `itll� Hawkesbury, Ontario I' Hillsboro, TX Kankakee, IL :. Sumas, WA i Sylacauga, AL y Toronto, Ontario , 1. Wilmington, DE Quality Assurance: PRI Construction Materials Technologies (QUA9110) .6 PE Ca egory: Roofing ;;. Subcategory: Asphalt Shingles J :Code Edition: Florida Building Code, r Edition (2020) including High -Velocity Hurricane'Zones' (HVHZ) Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1 Properties: Physical properties,, Wind Resistance, Wind Driven Rain !:',,;,^.','REFERENCES En tity,'. Reoort.No. Standard i Year ..., FM Approvals (TST1867) 3036971 FM 4475 2010 :•''F +' 'pprovals (TST1867) 3040947 FM 4475' `+201.0 I �` y, Aporovals (TST1867) 3041689 ASTM E 108 FM 4475 2016 2010 FM,A'pprovals (TST1867) 3044376 FM 4475 2616 FM Approvals (TST1867) 3045254 FM 4475 2010 FM Approvals (TST1867) 3046191 FM 4475 2010 PRI Construction Materials Technologies (TST5878) IKO-050-02-01 TAS 100, '1995 PRI Construction Materials Technologies (TST5878) IKO-051-02-01 TAS 100 - 1995 PRI Construction. Materials Technologies (TST5878) . ; IKO-053-02-01 TAS 100 ..1995 ; PRI Construction Materials Technologies (TST5878) IKO-067-02-01 TAS 106, 1995 PRI; Construction Materials Technologies (TST5878) .IKO-071=02-01 . ASTM D 3462 2010A PRI Constriction Materials Technologies (TST5878)_ - .IKO-072-02-02. TAS 100 rr 1995 PRISConstruction Materials Technologies (TST5878) IKO-076-02-01 TAS 100 1995 PRI' Construction Materials Technologies (TST5878) IKO-077-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) IKO-088-02-01 TAS 100 1995 PRGConstruction Materials Technologies (TST5878) IKO-095-02-01 ASTM D 3462 ' ^ 2U10A PRI'Construction Materials Technologies (TST5878) IKO-096-02-01 ASTM D 3462 2010A PRI; Consf ruction Materials Technologies '(TST5878) .. IKO-099-02-01. TAS 100 1995 PRI'`Construction Materials Technologies (TST5878) IKO-100-02-01 TAS 107 2020 i'';.ti,:;:•r;. PRI Construction Materials Technologies (TST5878) IKO-114-02-01 TAS 100 :1995 PRI Construction Materials Technologies (TST5878) IKO-115-02-01 ASTM D 3161 2016 ; PRI, Construction Materials Technologies (TST5878) IK01:117-02-01 TAS 100',,i ' , '1995 PRI Constriction Materials Technologies (TST5878) IKO-120-02-01' ASTM D 3462 2010A IK019002.2 ..FL30310-R2 Page 1 of 15 F '' This'evaluation report is provided for State of Florida product approval under Rule 61G204. The;manufacturer.•,shall notify CREEK' ",-Technical Services, LLC of any product changes or quality assurance changes throughout the duration'for which this report is' valid. -This evaluation report does not express nor imply warranty, installation, recommended use, or otherproduct'attrib'utes that are not spe.'cifcally addressed herein. Dear Your doctor(s) and Intermediate Care Unit healthcare team will re are o r I - p p you discharge from the hospital. We begin planning your discharge as soon as yo are admitted to our nit. Please let us know who you would choose to care for our health needs when ypu g home, so that our team can include that persoQ in pla ning of your care as well. (for example, myself OR my daughter, ary) Also, please help unto better p nforyour discharge needs by discussing and providing the following information with yo r he team: Written instructions aboutthe i, ns and symptoms to/Iookfor to call your doctor / Oxygen/Respiratorytherapy Assistive devices such as walker, cane�ep�mmode Physica l Therapy/Occupational Therapy/Speq ch I her-apy ® Home Health /- -�oc�a#�erv"�es�1n-Home-Supporcle�erviees Transportation arrangements Q' Care•provider at home - Follow --up appointments Prescribed medications- delivered to bedside or at local p rmagr (con trm the correct address of your local oharmacywith the physician) \ hank you very much, (Your nurse) an eaucat 'd GRE�EK ' TECHNICAL SERVICES, LLC Enti PRI Construction Materials Technologies (TST5878) PRI Construction, Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) -PRI Construction Materials Technologies (TST5878) 'PRI. Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI,Construction Materials Technologies (TST5678) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) 'PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) i,�hi,­.°PRI Construction Materials Technologies (TST5878) ,,i 'PRI Construction Materials Technologies (TST5878) PRI: Construction Materials Technologies (TST5878) PRI"Construction Materials Technologies (TST5878) P. RI Construction Materials Technologies (TST5878) PRI, Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRL`Construction Materials Technologies (TST5878) .I . ',PRI Construction Materials Technologies (TST5878) PRI. Construction Materials Technologies (TST5878) PRI, Construction Materials.Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRIG Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report No. IKO-121-02-01 IKO-123-02-01 IKO-125-02-01 IKO-126-02-01 IKO-127-02-01 IKO-128-02-01 I1<0-129-02-01 IKO-130-02-01 IKO-131-02-01 IKO-140-02-01 IKO-148-02-01 IKO-153-02-01 IKO-171-02-01 IKO-171-02-02 IKO-171-02-03 IKO-198-02-01 IKO-198-02-02 IK0-198-02-03 IKO-199-02-01 IKO-199-02-02 IKO-199-02-03 IKO-201-02-01 IKO-201-02-02 IKO-201-02-07 IKO-202-02-01 IKO-202702-02 IKO-202-02-07 IKO-203-02-01 IKO-203-02-02 IKO-203-02-07 IKO-205-02-01 IKO-205-02-02 IKO-205-02-07 IKO-206-02-01 IK07206-02-02 IKO-206-02-07 IKO-208-02-01 IKO-217-02-01 IKO-218-02-01 476C0017.1 476C0017.2 476C0017.3 476C0020.1 476C0020.2 Standard ASTM D 3462 ASTM,D 3161 TAS 107 ASTM D 3161 TAS 100 ASTM D 3462 TAS 107 ASTM D 3161 ASTM D 3462 ASTM D 3161 , TAS 107 ASTM D 3161 ASTM D 3462 TAS 100 TAS 100' ASTM D 3462 TAS 107 ASTM D 3161 TAS 100 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3462 TAS,100 ASTM D 3161 ASTM D 3462 ASTM E 108 ASTM D 3018 ASTM D 3161 TAS 100 ASTM D 3462 ASTM E 108 ASTM D 3018 TAS 107 ASTM D 3161 TAS 100 ASTM D 3462 ASTM E 108 ASTM D 3018 ASTM D 3161 TAS 100 ASTM D 3462 ASTM E 108 ASTM D 3018 ASTM D 3161 TAS 100 ASTM D 3462 ASTM E 108 . ASTM D 3018 ASTM D 3161 TAS 100 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 3462 ASTM D 3161 ASTM E 108 ASTM D 3462 ASTM D 3161 IKO INDUSTRIES, LTD Asphalt Shingles Year 2010A 2016 2020 2016 1995 2010A 2020 2016 2010A 2016 2020 "2016 2010A 1995 1995 2010A 2020 2016 1995 2010A 2020 2016 2010A '1995 '2016 2010A 2016 1990(R94)E1 2016 1995 2010A 2011 1990(R94)E1 '2020 .2016 1095 2010A 2011 '1990(R94)E1 2016 1995 2010A 2016, 1990(R94)E1 2016 1995 2010A "2016 1990(R94)E1 2016 1995 2010A 2010A 1.995, 2010A 2016 2016 2010A 2016 JK019002.2.. FL30310-R2, Page 2 of 15 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid: �--Jhis evaluation report does not express nor imply warranty, installation, -recommended use, or other,product attributes that are not specifically addressed herein. Climatic -Solar Corporation Invoice 650 2nd Lane Vero Beach, FL 32962 Date invoice # 772-567-3104 11 /19/2018 91940 Balance Due $13�.00 IKO]NDUSTRIES; LTD: ! ' CREEK Asphalt Shingles i TECHNICAL SERVICES, LLC .. ' �1Nr ij',, ii ll.i i ., � •,, . 1„ � . .. l'1. I. 1 ' y: ,. � 11 n'.I. C' 16 idge- Basic Wind Speed uit: Max.•194 mph Ga'I 'a Non-HVHZ , (; • g. ry ( ) Basic Wind $ eed ud : Max. 150 m h Hawkesbury, Hillsboro, Deck (HVHZ): In accordance with.FBC requirements; ..... Kankakee, Sumas, Solidly sheathed. min. 19/32 in. plywood or wood -plank fof : S, lacia a; Toronto Non: y g ( new construction; Min. 1'S/32' in: .plywood ;existing - .'HVHZ) & Wilmington) construction: Deck (Non—HVHZ). Solidly sheathed in accordance with FBC requirements.,; and Underla' ent: In accordance with FBC requirements. ' "a Min. slope: 2:12 and in accordance with. FBC; requirements. ReferAo'I '.CRC BiltmoreTM the manufacturer's application instructions when installing, ,(Calga.ry (Non-HVHZ),, shingles at slopes greater than 21:12.. . c!' '' '`Hawkesbury, Kankakee, Installation (HVHZ): Installed with 5-7/8 in. exposure' in, accordance with RAS :,Surfias (Non-HVHZ) & :115 and manufacturer's published, installation 'instructions!''' Toronto (Non=HVHZ)) Shingles shall be attached using' i'6 Naii'Pattern detailed • below. 'Installation (Non-HVHZ): Installed with,5-7/8 in: exposure in. accordance with FBC requirements and, manufacturer's -published in instructions. Shingles'shall be attached using either;"4r.;Nail . Pattern" or "6, Nail Pattern" detailed below. Nail Line Common Bond Standard:Applicafiion i, , ,'S.N. Requires 4'Nails/Fasteners . 1 �',''� • h'}1s i .. i ' i� Y 1 it ` ,1 ,� 'I ' 1 .. . , 7/B,; Nail Line -7/8 Figure 9. CambridgeTm and CRC BiltmoreT"' ' 4 Nail Pattern (non-HVHZ only) ij, Nall Line ',.Common Bonci,i' Steep Slope/High,Wind'AppllCationS • Requires 6 Nails/Fasteners lei ,.Nail : :Line S-7/8 , Figure 10. CambridgeTm and CRC BiltmoreT"" I Ica 6-Nail Pattern �.. 1 I � I 'I I ' i • r. , II � . . 11IKO19002.2 FL30310-R2 : Page 10 of 15 ,'This'evaluation report is provided for.State of Florida product approval under Rule,61G20-3. Thje;manufacturer shall notify CREEK ..4. Technical Services, LLC of any product changes or quality assurance changes throughout -the duration, forwhich this report is Vand. i. This, evaluation,report'does not express nor imply warranty,.Installation, recommended use, or other product attributes that are hot;�i�'• „l i specificaily addressed herein. I, •�' .I I', i ' I I, JI , I( I It I'�.,ir it •,I,' 1 •'I I' .. ... ., ','.,'I' Ii� � .. .. 'P.j i .:. � I .. I h � .. � Ill�j} � � li. •I' I .III�I'-0.832031 ] , I I'' I I`I ' �I•J'll'ifllll� �( � it I .. III �I II 1 II 1 I I I I I I• I. I I I . I I IKQ I Asphalt Shingles CRC,,SuperglassTm Basic Wind'S eed ulc : Max. 194 mph Basic Wind Speed (Vasa):. Max. 150 m ti (Calgary',(Non-HVHZ), Deck (HVHZ):. In accordance with.FBC requirements; &.,Toronto • fHawkesbury, (Non-HVHZ)) Solidly sheathed min. 19/32 in., plywood or wood plank fors_ , new construction • Min.. 15/32 'in. ood existing I" 1 sah'd'' construction. Deck (Non-HVHZ). Solidly sheathed in accordance with FBC re uirements. Marathon""" Plus AR Underlay ment: In accordance with FBC requirements'. , (balgary (Non-HVHZ),' Min. slope: 2:12 and in accordance with FBC requirements. Refer to Hawkesbury, Hillsboro, 'the manufacturer's application instructions, when' instal ling Kankakee, Sumas (Non- siin les at slopes greater than 21:12. . HVHZ), Sylacauga & Installation (HVHZ): Installed with 5-7/8 in. exposure in accordance with -RAS Toronto (Non-HVHZ)) 115 and manufacturer's published installation instructions. and','" Shingles shall be attached using "6 Nail.'''Pattern" .detailed below. Installation (Non-HVHZ): Installed with 5-7/8 in. exposure in accordance with FBC' Marathon""" requirements 'and manufacturer's published installation (Hillsbor& o'Sylacauga) . instructions. Shingles shall'be attached; usir either, °4.,Nail, :. Pattern" or "6 Nail Pattern" detailed below: Standard 'Application Requires 4 Nails/Fasteners. ... Sealant Strip Figure 11. CRC SuperglassT"", MarathonTA° Plus AR'and Marathon""" 4 Nail Pattern (non-HVHZ only) Steep Slope/High Wind Applications Requires 6 Nails/Fasteners' ' �;1, kit 5ealant,Strip Figure 12: CRC SuperglassT"", Marathon""" Plus AR and Marathon""'' 6 Nail Pattern Ii f IKQ19002.2 FL30310-112 Page,1'11'of •This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 'The Manufacturer'shall notify. Cf EEK, Jechnical Services, LLC of any product changes or quality assurance changes throughout the, duration for which this report is,validLi This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not! ,; + ' 4 ecifically addressed herein. Old i RAYMOND VILLAN OVA September 23, 2014 INSURED RAYMOND AND CAROL VILLANOVA 19 1 A Right. And assuming that -- or I assume again 2 with the thing -- because it did come up in small I 3 sections. And I don't remember how it got from -- from 4 the fd�mat That MetroPCS produced the document in, 5 those si gle pages, to this here. So like I aid, I 6 don't rec 11 -- 7 Q O�ay . 8 A --he exact. But'I can go ex p riment, but 9 I'll give you the pages that I have do loaded. And 10 they're just in that format, and then ou can .see how I 11 you can pull them . 12 Q All right. .And I'm goin to ask you a 13 question. If you want` o talk w' h your counsel before 14 you give meia response, el fr e to do so. But would 15 you have any problems with iving Universal an I 16 authorizati!on to obtain you cell phone records directly 17 from MetroPCS? 18 A Do I have an o jection o it? 19 Q Yes, sir. 20 MR. McKINN N: Yes. �!, 21 MR. BRAN : So that's'not something you guys 22 wouldido? 23 MR. M KINNON: No. 24 MR./BRANT: Okay. 25 M1. McKINNON: We will provide whatever you ESQV�IRE 800.211.DEP0 (3376) U T 1 0 N S EsquireSolutions.com ;CREEK IKOINWSTRIESp , LTD gl, :Asphalt Shin les 'TECHNicAL SERVICEs'x:LLC `Hip'&'hidgdTm 12 Basic Wind Speed i,it: Max. 194 mph ; (Kankakee & Sylacauga) Basic Wind Speed esd : Max. 150 mph 'Deck (HVHZ):. In accordance with FBC requirements;, Solidly sheathed and min. 19/32.in. plywood or wood plank for new construction; -Min. 15/32 in. plywood existing construction: Hip & Ridge PiusTm Deck Non-HVHZ : Solidly sheathed in accordance with FBG.requirements;-_ Gal a • '''� g rY) Underla ment: , In accordance with FBC, re uirements'. I I, "�� ' '' ``'t ';' • �',,, ,: ', • (non-HVHZ only) Min. slope: 2:12 and in accordance with FBC requirements::-.. Installation: Installed with 5-5/8 inch exposure in accordance with' the' ,'FBC and manufacturer's pubjisheq installation instructions. The direction of the exposed send 'shall, tie away from' the','1 „ prevailing wind. perforation Mark$ ' t Dlrectio`n of plrevolltng:wind i � i i dare- { • ,MM: mom dam .1 , S 45M•`'' I • '''III ` . iit 1 r i I. Iti t t Nails 'i tx 1' Tapiar Cut,y l I. I�'„I�'I it � .� , � � ;,t.'I'�I'q'1 •'t ;I'��'1'1�'• - � ,':Y '� f�'1 '• � I, ` 1 L'I 1 � ' I11! l' Figure 13. Hip '& Ridge'rm 12 and Hip & Ridge Plus rm non-HVHZ only) •,I i.. •; Ih III ', 'lll1 „I It I • ,�j � I' it It , I I I,• i r,i, ' lit. , I I I�I' •;j �; .. , I'� lilti Ill{ I /Fn]NM IKO'19Q02.2 FL30310-R2 Page'12'of 15 ' ' I This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notlfy.CREEK ITl6c6riical; Services,. LLC of any product changes or quality assurance changes throughout the duration'jfo,r which; this"report is„valid.. " '•This'evaluation report does not express' nor imply warranty,, installation,, recommended use, or other product attributes that, are 'not ' specifigally,,addressed herein. ,.I' �,Ili•'ll .I. I" �I" ;•t,ill, 'ni I..'�illilli�'I I', 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 I RAYMOND VILLANOVA September 23, 2014 INSURED RAYMOND AND CAROL VILLANOVA 18 MetroPCS on!your computer; is that correct? i A I�believe it's the original. Yeah. I/bevi,ve it is. Q Okay. So again, I am asking that you de thatin whatever original format to your counsel A Ok `y . Q Between the time that you download that from MetroPCS and provided it to Universal in t format of Exhibit No.,2, di\you convert it to a d' ferent program? Like diput it on an Ex el sheet or a different type ofdsheet of any type? A I don't remember doing that way. I don't i remember. This is all - -\ t I don't recall the exact me and -- Q Hold on. Or/diidocumentsIn whatever shown in Exhibit No. ? s back in December. So I used when it came in you imply print out the t they were and provide it as A I don't member. I don't hem Q Do you nderstand what I'm as] A Yes. I understand, yeah, very i 0 I eed to know whether or not learly. `did anything to change ,ehe format — A - A Yeah, I understand. =- for what's contained within Exhibit 2. IQESQV,IRE I 800.211. DEPO (3376) EsquireSolutions. com x. "CREEK' IKOINDUSTRIES;�;L 0" 1,;1'•,;,,, Asphalt Shingles..:,+ .. TECHNICAL SERVICES; LLC r „Mip and-RidgeTm Basic Wind speed ult : Max. 194 mph (Sumas). Basic Wind Speed ,,d Max. 150 mph Deck Non-HVHZ : Solidly sheathed in accordance with FBC're ui�ements.' • ' Underla ment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC'I•e uirements.' Installation: Installed with 5-5/8 inch exposure; in accordance' with the FBC and manufacturer's published, installation: instruction's: : , The direction of the exposed Fend shall tie away from the I r,• revailin wind. ,; ''r, Nails IF Direction of.prevaiiing:wind , - " ., 1 0�.0 1 1 •� I, � , •II ' I I 1' Taper Cut' I' � II r : - 1.; 14 I.. 1, •iq�l,�l , ,rir r Perforation Marks 1" Optional Tape',"Cut'• I - ,• I I I r Figure14. Hip and Rid g6TM non-HVHZ onl �;,1 :L, •�, � .� '�I :'I II�; �•., it r,,l,,. w r ,, r ' I l 11 , 'Lill 'I' 1f l'y • l i • r� r �r ' r '• • o S l • I, , •Ir, �' I � � I, r �',rr, I I .... 1 ; .. •' il[Ili� r II I _ • ' ", �I �.�,'rl'' � ,L I"I t,l ���Ii.d'Ilhtd,li"lie�'n.. ,,•'I I t ,r IKO,19002.2. FL30310-R2 Page 13 of115''p % This evaluation'report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK ' TechnicalServices, LLC of any product changes or quality assurance changes throughout the'duration for which;this report is valid c' This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that aie'notl' . specifically addressed herein. r I',Ilr•e1c 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 i RAYMOND VILLANOVA INSURED RAYMOND AND CAROL VILLANOVA September 23, 2014 17 Q When you downloaded all the reco/eh e they in -- whatever format that they were in, win one docum nt or numerous documents; meaniney collect in t e one sheet or was it you haven sheets saved? I A Well, hay s -- that's -- that'ss kind of puzzling'becau e they first came up inheets, and then --� then they come up like this here in numerous - numerous ays on one page. So it's kind of -- again, it's confu\you s onfusing to see how that worked. And tI of -- I have the -- like I said, I have a coupm that are in the i original format. I'll Q What do you me a couple of them? A these here, tcame to me. All right. Sverything that you produced -� A I'll -- I'll rovide them to ou and whatever you need. I _ ` Q Everythin you have provided to e carrier that relates to t is claim that is attached a Exhibit No. 2 as part o this claim, you have -- if I'm.,` understanding ou correctly, you have all that documentato in the original format received from IUESQUIRE $ 0 1 U T 1 0 N 5 800.211. DEPO (3376) EsquireSolutions. com �I I REEK H TECHNICAL SERVICES; LLC 4!+ Armour StarterTm i;Sumas). •I " . J. IKO INDUSTRIES; LTD • ,y Asphalt Shingles• .Basic Wind Speed ulc : Max. 194 mph: Basic Wind Speed asd : Max. 150 mph Deck (HVHZ):. In accordance with FBC ,requirements; Solidly sheathed , min. 19/32 in. plywood or wood'biank for new construction; 'Min. 15/32 in. plywood existing construction.: _ Deck Non-HVHZ): Solidly sheathed.in accordance with'FBC'requirements. Underla ment: In accordance with FBC requirements;,, Min. slope: 2:12 and in accordance with FBC're uirements. Installation: Installed in accordance with,the FBC and manufacturer's published installation instructions. , Shall be attached with min. 1" x 12 aa. roofing nails with min. 3/87inch head. ,, F 1:, Standard Application Requires 4,Nails/Fasteners V7and 13" from Each End ' I JG �11 . 'iLf11IC Mlatchtolof:,I` to Selected' ; Armourshake Shingle, I 1 I' re 15. Armour Starter TM I Leading Edge PlusTm Basic Wind Speed tit : • .Max. 194 mph I, (Hawkesbury) Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood Plank for new construction;, Min. 15/32 in. plywood existinq co 'struction. Deck (Non-HVHZ): Solidly sheathed in accordance'wi h'FSC're uirements. Underla ment: In accordance with FBC requirements., Min. slope: 2:12 and in accordance with FBC requirements. . Installation: Installed in accordance with the 'FBC'' and manufacturer's ;• published installation instructions: ' Shall be attached' with; _min. 1" x 12 ga. roofing nail's with min. 3/8=inch, head. •I' III', I I � '' I � Standard Application RequinnANalls/Fasteners 1'fro m Each End n, I,I • i , .I •1 3' to 4" from Bottom I. I. I. Figure 16. Leading Edge Plus"' I' ' .I'., I' r rl 11•!lu'I., r•II II '1I' ,'„i ,I IKO19002.2 FL30310-R2 Page 14 of 15 '•. ',I This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer, shall notify CREEK Techninal Services, LLC of any product changes or quality assurance changes throughout the duration for which'this'report is valid. ,t$ls, evaluation report does not express nor imply warranty, installation, recommended use, or other: ,,product',aftH66tes'that are not specifically addressed herein. I Ii 11 2 3 4 5 31 7 8 9 10 14 15 16 17 18 19 20 21 22 23 24 25 RAYMOND VILLANOVA INSURED RAYMOND AND CAROL VILLANOVA September 23, 2014 16 A Whatever format that these come out as. It's weird. I don't recall the format. Q All right. So you should have the ownloaded format som where on your computer, right? A Ye Yes. Q Okay So here's what I want yo to do: Whatever downloaded format that they cam in, I want you to get with your attorney and I want tY}ose downloaded formats to be provid d to me in elect onic form. Okay? A Okay. Q However, you a e testifying under oath as to receiving these records in whate er original form that you received them. I want u o get with your counsel and submit those documents to im in the exact electronic form that you re eive from MetroPCS in order that he can forward them me. A All right. Ca I stop you for a second and have a minute to -talk ith my attorney for a second? Q About? A About th issue with the phone rq ords. Q Sure. !, THE TNESS: Okay. Can we step outside for a second. (A recess was taken.) ESQUIRE $ O L U T 1 O N S I 800.211. DEPO (3376) EsquireSolutions. com IKO INDUSTRIES, LTD . ,'C�RE:EK. „ + �As'phaltShingles N,i;"MdHNicAL SERviCES, LLC r. LIMN ATIONS 1) .. Fire Classification is not within the scope of this evaluation. 2) . The roof deck -and the roof deck attachment shall be designed by others fo'meet the, minimum design loads, established, for components and cladding and, in accordance with FBC requirements. '. 3) The mean roof height shall be restricted to.a maximum 33 ft in the HVHZ. 4) Deck substrates shall be clean, dry, and.free from any irregularities and debris. All fasteners in the deck' shall'be checked for protrusion and corrected priorto underlayment application: ,5) Shingles shall be, installed, starting at the eave in horizontal layers such that the laps shed water from the "F "•,'deck. 6)' Installation of the evaluated products shallcomply with this report, the FBC, and 'the -manufacturer's i,l•;.Iy''I�li'aI,:,J,,,;,'i.Publisfied application instructions. Where discrepancies exist between'these sources,,'the•;Mote- restrictive and code compliant detail shall prevail. 7) All products listed in this report shall be manufactured under a quality assurance program in compliance with, Rule 61 G20-3. COMPLIANCE, STATEMENT ';,',-.;The.;products evaluated herein by Zachary R. Priest" P.E. have demonstrated. compliance; with the. Florida Building,,;,, ' '. UQode;;7�' Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced, in'the'refere'nc.e documents' ' -submitted by the named manufacturer. .' I, I' ' 0,22 2020.11, ... ,, ' 1' 4:1, 0:'0�0 No , 74021 *: 04'00" STATE' OF ' w Zachary R. Priest, P.E. i F�•� O R ��� �` Florida. Registration, N. & , 4021,' . Organization No. ANE116691 .. :.. ; t 1 I J. ',QORTIFICATION OF INDEPENDENCE 'tREEK•Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products'under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under; .. pttiis, evaluation.- I i Zachary R. Priest, P.E. does not have, nor will acquire, a -financial interest in any company,"manufacturing or distributing products' under this evaluation: Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any other entity involved iri the approval process of the ;' 11��oduct . i 1•.I END OF REPORT `' IK019002.2 FL30310-R2 " Page 15'of 15' ,This evaluation report is provided for State of Florida product, approval under Rule 61G20-3.' The manufacturer shall notify CREEK' Technical Services, LLC of any product chariges or quality. assurance -changes throughout the'duration for which this report -is valid. This evaluation report. does not express nor imply warranty, installation,, recommended use, or other product attributes that are: not I sO,ecifically addressed herein. .RAYMOND VILLANOVA INSURED RAYMOND AND CAROL VILLANOVA September 23, 2014 15 1 1 didn't -- it didn't give the numbers. It just showed a 2 3 4 5 6 rA 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 couple numbers that .were on there. Q Which records are you referring to that came ou sparse? Like this -- like these here. These come out kind o weird because, like I said, it says incoming call. I doesn't show who called or - it just shows the time -- the time of the call a the length of the call. I kno there were calls maa-e during these time periods here, ut I don't know ho they were from because it doesn t say. And then you go - again, you go to the day where the fire was, here s a couple calls here that came through. And I p ld recognize who they're from and the -- that's -- is where they are. And that's the way it came up. It's unusual -- I don't -- it's not as nice as Metro - I mean -Mobile or Verizon. There's a list, phone 1'st, because I eve seen them. And that's what I expect d to get here, anc,\it didn't come out that way. Q that wha A comp er. Q o when you're doing this ,\ is it printing? Is 's happening? I'm downloading the files into the -- into the Downloading in what format? ESQUIRE 800.211.DEP0 (3376) S 0 I. U T 1 0 Y S Esquire Solutions. com