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HomeMy WebLinkAboutProduct Approval1112812017 Florida Building Code Online ON Nr Bag Home Login user HepiR,,tron r Hot Topk, ' submitSurcharge Stats a Fads PubOotlons FBC Stag SCIS Site Map Links I Search r diiar ^ Y 00 `"': Product Approval USER: Publlc User r Produa Approval Menu > ProduR or Awliraeon Search > Aoolicatlon Us[ > De FL# FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineer'ing.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954)949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology 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 Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By lames L. Buckner, P.E. @ CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7561 R4 COI Cart of Indeoendence.odf 1709.2 »_-.rx...... fl-dAm6uaHi..nnmh,rrnr ann ritlasnx7nammwGEVXOwtDasaJkzX72BeuCeCNB2vC%2bRBYM6SOHgAjmo%3d 112 11/28/J017 Product Approval Method Florida Building Code Online Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/15/2017 08/15/2017 08/20/2017 10/10/2017 FL # Model, Number or Name Description 7561.77561 11 Aluminum/Aluminum Composite 311/4"/6"xO.024"xllb EPS Composite Panel, 3"/4"/6"xO.032x1lb Panels EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limps of Use Installation Instructions err-cluem_ AIUM[num Co Approved for use In HVHZ: Yes FL7s6j R4 IT2017 -Install In_ Approved for use outside HVHZ: Yes s�mc*, pddf Verified By: Do Kim, P.E. PE 49497 Impact Resistant: No Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in structures considered living Evaluation Reports areas per FBC Section 1616 unless Impact protection is provided. See Installation drawing for nominal allowable design Ft7561 R4 AE FL 7561 Evaluation Report-2017 FBC Ddf Created by Independent Third Party: Yes pressures and spans. Rack tics[ Corona Us :: 2601 111& Store gagg,n h R 32399 Phone: 850-487-1824 The State of Florida Is an AAIEC-O employer. copyright 2007-7013 State of Honda :: Pdvad statement :: Aamlbillty Statement :: Ref rd Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send elecbanlc mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850A87.139S. -Pursuant to Section 455.275(3), 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 emalls provided may be used for ofndal communication with the licensee. However email addresses are public record. If you do net wish to supply a personal address, please provide the Department with an small address which on bbee adNavailla�ble to the public. To determine If you are a licensee under Chapter 455, F.S., please product Approval Accepts: M ®+' ® F 12 Credit Card Safe ELITE PAN LEAN TABLES ' x 0.024 x 1 - LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) MET ALLOVABLE LOAD (PSF) MAX ALLOWABLE SPAN IFT) L/80 LA20 L/l80 L/2{0 _ 1 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVABLE LOAD CPSr) MAX ALLOWABLE SPAN TT) L/80 LABO I L/IBO I L/240 a la,a lag LL Am aw TO 6' x 0.024 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD NSF) MAX ALLOWABLE SPAN OTT) L/80 L/120 I L/IBO L/e40 1, e m a LL° DOW- Sol GEN ULALNa7BB 1. Cmmpdmpa➢elaehdlhelombucledrlt➢T adim•maAaalelm OchW rNh AshimdChm aaXadam urbh 1ppard NA1(alr 1nedmI& 1 0ls mofpaarb oaMWaIUL 17130a)Lia. a. Th61Pa1I - bohamdaimcddzW11 A The 011 3. Def hld d Bd AID 7. To L Rd a& HB 199 ON L LID 10, Fie 3 1 I 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABLE LOAD NSF) MAX ALLOWABLE SPAN 0*T) L/80 I L/W0 i L/180 I L/240 1 4' x 0,032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) NAX. ALLOVAHLE SPAN CPT) L/80 L/120 I L/1B0 I L/240 l 1 .• ID •a a 514 W-4GO 4 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSr) MAX ALLOWABLE SPAN (FT) L/80 I L/120 I L/180 I L/240 ° •m e400 a mwr ID e DO a I a• m u e 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD NSF) MAX. ALLOWABLE SPAN (FT) L/80 L/120 I LASS I L/240 LL 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD CPSF)1 MAX ALLOWABLE SPAN OFT) 080 L/120 L/W0 L/240 1 e ID I'll 17.11 an I lu• na m 1 LUa AU 1 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) ALLOWABL LOAD (PSF)E MAX ALLOVABLE SPAN (FT) L/80 L/120 I LASS I L/240 a I eaa I ear I e m a , eu • eaz• zLaa eua OOff .1 • 1. 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOVABLq LOAD NSF) MAX ALLOWABLE SPAN PT) L/80 I L/12O I L/IBO I L/240 Im Tr— 4' IT 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF) MAX ALLOWABLE SPAN (FT) L/80 L/120 1 L/180 I L/240 p e 14, LLI ) 1 1}ar 1 1 m n v 1 Iw, 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABL LOAD (PSF MAX ALLOWABLE SPAN NT) L/80 L/120 L/180 L/240 e e4m .m . IDU14 I M14 I =1 e 1,• I artPO?AB'IM C•37B aprlerhnd EPS LmrtO ¢clITH N xIcum I aha h7 elhapaci pr°dedaa* m —7 0000 000000 P°'ad ) 0 0 0 0 0 0 0 0 0 (1 olthePlaltla Wda IN SDCe B03. CIMAi°mlm flnWd IararaNeaadrolmd anemm 0aei°Bns IIrtPI,CRmS IELTL,T W NMM _ I [DIKING _ S•mmw O arrmeOO m(a RVHZ a°OOOpaO0p0 l6 di ®6 &1 ® [1J 06op0pO JEJ O 1)dama mtheavldvlim OM � AuwDex mTal °°o rAcaas I�—m.ca VAN a.) min TO 0°me o0° °x IBdlas Caoometlm M106a867,ID'eTl-0YIOD2, KNIT. °D aGo PiU41L19H. Hun oe3aA, 967. HETH3619D3. HEROL r01 �s� % ra m°!ea v ° o°o aYw a v)0�n1 T41L2001. HH17-0Sa04L HER• NaMi aTeuCNfB WTAR IT VR PAND. V W 11r r MO m1eA OeX1aR °O aR' MID AT Sm[ia DdRlp raftambum belwe EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM i /VID°OI/.T{9, LLi CONSULTING STRUCTURAL ENGINEERS r°axtmc T4nq Raul fitPDIn4>m Florida Building Code Online Page 1 of 2 jl �+i �MYM YI •reO �tF •., 1 . �•� '. ' 8M Nome : Loa in Userftgl vmion hot Togo Submit Su Nage Stab&Fads Publkaeom ! Coned Us I MIS Sloe Map i-mim Searsb . da r Product Approval ,ISEn: Pudk user X p prvEu /I aIMon, >P-aa .,ndkarron SearN>POO lrtlbn la'rti FL # FL16472-R1 Application Type Revision Code Version 2017 Application Status APProved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Pawls Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certiflwtion Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) StaBdald Y= TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 option A Date Submitted 12/15/2017 Date Validated 12/18/2017 Date Pending FBC Approval 1z/z1/2tl17 Date Approved ,,r.FA/xnl dnflvXaljMwAAy... 4/8/2020 Florida Building Code Online Page 2 of 2 rodurls FL At Model, Number or Name Description 16472.1 Metal -edge Steel Door in Adjustable 6'-8" Opaque I/S or O/S Single Door Unit Steel Frame oT Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL16472 R5 C CAC NI006039.01.0df Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +66.0/-66.0 Installation Instructions other. Evaluated for use in locations adhering to the Florida FL16477 R5 Ti FL0178 df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. T-01 x 6'-8" max Evaluation Reports nominal size. Seethe single door details on drawing FLO17B FLt can RS AP 512746B.odf for additional Information. See FL16472.3 for double doors. Created by Independent Third Party: Yes 16472.2 Metal -edge Steel Door in Adjustable 8'-0" Opaque VS or O/S Single Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL16472 R5 C CAC NI006039 01 odf Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and Fl 16472 R5 U FL0179.odf Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 3'-0u x 8'-0" max Evaluation Reports nominal size. See drawing FLO179 for details. FL16472 RS AE 512746B.odf Created by Independent Third Party: Yes 16472.3 Metal -edge Steel Door In Adjustable 6'-B' Opaque US or O/S Double Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outslde HVHZ: Yes FI 16472 R5 C CAC NM06039 01 Ddf Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +50.5/-50.5 02/28/2021 Installation Instructions other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and Fl I6an a6 II FL0178.Ddf Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 6'-0" x 6'-B" max Evaluation Reports nominal size. See the double door details on drawing FLO178 n 16472 R5 AE 512746B otlf Created by Independent Third Party: Yes for additional information. eatl as:e Contact us :: 2601 Ojai, St., Road,II lmnee FL 32399 P 50461-1024 The State of Florida is an AVEW employed a "Haht 20m-2013 state of Florida :: mrow statement :: Armeslb[llty Statement :: Reid d statement Under FlMda law, email addresses are puGl, mortis. If yop do not ent yt w o,mall address released hl RSN.. to a Wblbremrde RquP3t, do not surd eleGmnk mail m this Statem Instead, nnrac me omim U, fioul aas Ilsonsedtradites.1 all. under Chapter 455, F.Sa must provide please Department am. email address R tM1ey�have one. The (1J, Florida StaWtrs, effective October /, 2012, em uls proNded may he used for ofhtlal rammuN.Wa wor the licensee. Howwer email addresses are public record. If you do not wish to supply a personal addles, please unwide me Department eieh an email address whirl ran be made 0,odable reline public. To determine eyou are a ramose under Chapter 955, FS., Please suck PmduabpeaeelAaeptn MW1]® PER ® Credit Card Safe — .. . •1 1. - __y__I__ _.__ AM ,,..e..Jimorom=waPvxowtDavXaHHDwAAy... 4/8/2020 ,. J- g ;O oq �3 i �o �gQ Q�Q@@ bG AT yr_ c zZ f mg$a i� « Fr ii zi r'la 9 --I 1.56' f - m --� 1.56- �- V 3 2 m Oy sm �8 b=' 7 WAIT 4m _1mOm IR2 3 A g1 �o D om9 MCC$ zz @f-^i V D of 2 : H aT 5 (A N �mal- $ 2 CL� 31 � ma Z O MAX FRAME HEIGHT 82.313' (INSWING) MAX FRAME HEIGHT 81.813' (OUTSWING) lm--j t :wm L---M AX PANEL HEIGHT 79.313" MAX FRAME HEIGHT 82.313" (INSWING) MAX FRAME HEIGHT 81.813' (OUTSWING) ® a MAX PANEL HEIGHT 79.313' INMffEINOM770MCM. 7955 POWIS R0. WEST CHICAGO, IL 60155 6 SEE 'D" e laor ae YAfI SEE DETAIL C. f-- 6- um 6. 1.25' �S 0.50' F�---j—j 4.56' I 1 INSWING THRESHOLD ADA III/OUTSWING THRESHOLD #Bxl-1/2" PFH WOOD SCREW 010.3/4' PFH SELF TAPPING SCREW vj,M 7ir,111,11 8. ��ll al EE DETAR 6' MAX 125 4.56" OUTSWING THRESHOLD . A6YIdmroWYO OfftftN0. Do y8 x 1-112" #10 x 1/2' DOOR ATTACHMENT /je x 1-1/2" MACHINE SCREWS x 112. 3/8"%HI xCRE4,;lar HINE SCREWS 70 x 1/2. #10 x 1/2. #10 x 1/2° TYPICAL FRAME ATTACHMENT I`--`Aa.,_,i9- PFH WOOD SCREW AID X Ve PFH SELF TAPPING SCREW STRIKE DETAIL "I)"(3) MACHINE SCREWS 10.50" I-- ADA OUTSWING BUMPER THRESHOLD NOTES: 1. THRESHOLD ANCHORS ANALYZED ARE 1/4" TAPCONS WITH 1-3/4" MIN EMBEDMENT. 2. TAPCON EDGE DISTANCE MIN 2-1/2". SCREW EDGE DISTANCE MIN 1/2 . 3. BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE. =HLE 0 CYLINDRICAL AND SERIES 980 DEADLOCK IES CYLINDRICAL AND B—SERIES DEADLOCK T 5-1/2" CENTERLINE. 2. 4" X 4" FULLMORTISE BUTT HINGES. er: Florida Building Code Online Page 1 of 5 i t' 1 acts Home tog In User ReglstraUoa Hot Tapia submit surcharge stab a Fads Puollatlons contact W MS Site Map Unks Search db r Product Approval a � USER: Public User PNUUd Aomoyal Manu> ,m,aaerAoolaeo.agench> Aonlaacan[kt> Applicetim, Deter FL12192-R6 FL Application Type Revision Code Version 2017 Application Status Approved vEd by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford, Vr 05476 (662)252-9991 Ext 231 joe.tundine@kpproducts.com Authorized Signature Joe Lundine joe.lundine@kpproducts.com Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, Vr'05495 (662) 252-9991 joe.lundi ne@kpproducts.cam Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, Vr 05495 (662) 252-9991 joe.lundine@lIpproducts.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Robert J. Am]rt150, P.E. d Validation Checklist - Hardcopy Received Certificate of Independence FL12192 R6 C01 ICC Certificate of Independenceodf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code . . a t rt ]]___ ___r__r__ --- ASJ . ') ,arot„- mrrFVXnwrnauk24AUC%2fE... 4n12020 Florida Building Code Online 4. Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option C 12/03/2018 12/03/2018 12/04/2018 Go to Page ® 0 0 Page 1/20 O FL IN Model, Number or Name Description 12192.1 Board R Batten Single 7" Vertical Siding Limits of Use Installation Instructions Approved for use In HVHZ: No FL12192 R6 II Kaycan Installation.od Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +0/-70 Evaluation Reports Other: Design Pressure Rating applicable to negative FL12192 R6 AE ESR-1495.odf direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be Installed as per the manufacturers installation Instructions. 12192.2 Center Vented 12"/Solid 12' Triple 4 inch Partially Perforated Soffit Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R6 n Kaycan Installation.pdf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +0/-70 Evaluation Reports Other. Design Pressure Rating applicable to negative FL12192 R6 AE ESR-1495 odf direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation Instructions. 12192.3 D-4 Avanti Double 4' Horizontal Dutch Lap Limits of Use Installation InstruNons Approved for use In HVHZ: No FL12192 R6 II Kavcan Installatlon.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Parry: Design Pressure: +0/-70 Evaluation Reports Other: Design Pressure Rating applicable to negative FL12192 R6 AE ESR-1495.odf direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers Installation instructions. 12192.4 D-4 Marquis Double 4' Horizontal Limits of Use Installation Instructions Approved for use In HVHZ: No FL12192 R6 II Kavcan Installation odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +01-70 Evaluation Reports Other: Design Pressure Rating applicable to negative FL12192 R6 AE ESR-1495 odf direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers Installation Instructions. 1 12192.5 D-5 Contessa Double 5' Horizontal Limits of Use installation Instructions Approved for use In HVHZ: No FL12192 R6 II Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +0/-70 Evaluation Reports Other: Design Pressure Rating applicable to negative M 12192 R6 AE ESR-1495 odf direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers Installation Instructions. 12192.6 D-5 Elegance Double 5" Horizontal Dutch Lap Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FLIZ192 R6 fI Kaycan Inst II tlon odf Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: nnclnn Proecure: +0/-70 .... ___ j., rc�nrn.,fn,,,4�aAiTr010M.._ 4/7/2020 Florida Building Code Online l Page 3 of 5 Other. Design Pressure Rating applicable to negative Evaluation Reports direction only. Installed only on exterior walls over solid FL12192 R6 AE E5R-1495.odf sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.7 D-5 Vertical Double 5° Vertical Umlts of Use Installation Instructions Approved for use In HVHZ: No FL12192 Rfi II Kaycan Installation odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +0/-70 Evaluation Reports Other. Design Pressure Rating applicable to negative R-12192 Rfi AE E5R-1495 odf direction only. Installed only an exterior walls over solid sheathing capable of withstanding the design wind loads. Must be Installed as per the manufacturers Installation instructions. 12192.8 Lewiston Double 4-1/2' Horizontal Limits of use installation Instructions Approved for use in HVHZ: No FL12192 R6 II Kaycan Installation odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +0/-70 Evaluation Reports Other Design Pressure Rating applicable to negative FL32192 R6 AE ES11-1495 odf direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers Installation Instructions. 12192.9 Newport Single 6-1/2- Horizontal Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FFl 121g2 R6 II K vcan lliatallallomodf Verified ICC Evaluation LLC Impact Resistant: N/A Party: Created by:Independent Third Par Design Pressure: +0/-70 Evaluation Reports Other: Design Pressure Rating applicable to negative F .12142 R6 AE C51L1425.29 direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.10 Ocean Park Bevel Double 4-1/2' Horizontal Limits of Use Installation InstruNOns Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12192 R6 11 Ka ran Installation odf Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +0/-70 Evaluation Reports Other: Design Pressure Rating applicable to negative FL12192 R6 AE ESR-1495.adf direction only. Installed only an exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation Instructions. 12192.11 Ocean Park Cove Double 4-1/2" Horizontal Limits of Use Installation Instructions Installation odf Approved for use in HVHZ: No FL12192 R6 II Kaycan VerifiedICC Evaluation Service,Independen[Th(rd LLC erCreietl Approved for use outside HVHZ: Yes Impact Resistant: by.Party Design Pressure: +01-0/-70 Evaluation Reports Other. Design Pressure Rating applicable to negative Fl 12192 R6 AE ESR-1495 odf direction only. Installed only on exterior walls over solid sheathing capable or withstanding the design wind loads. Must be installed as per the manufacturers Installation Instructions. 12192.12 Platinum Series D-4 Double 4- Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No F """ "` " aySa^ r. a I tien_ndf Verified By: ICC Evaluation Service, LLC Approved for use outside HVHZ: Yes Created by Independent Third Party: impact Resistant: N/A Design Pressure: +01-70 Evaluation Reports Other: Design Pressure Rating applicable to negative Fi 12122 R6 AE E5R-1495 odf direction only. Installed only on exterior walls over solid sheathing capable of withstanding the design wind loads. Must be installed as per the manufacturers installation Instructions. 12192.13 Platinum Series D-4 Dutch Lap Double 4° Horizontal Dutch Lap ,- ------- n . i l ..:1 l:. rt n,nifnr/rr arm fit] acnx?naram=wGEVXo wtDquk24AUC%2fE... 4/7/2020 Fastener Choices Use aluminum, galvanized steel, or other corrosion -resistant nails, staples, or screws when installing vinyl siding. Aluminum trim pieces require alu- minum or stainless steel fasteners. All fasteners must be able to penetrate not less than 3/4" into framing or furring (Fig. 15). (Review your local building codes for variations that may apply to specific geographic areas.) Nails Nail heads should be 5/16" minimum in diameter. Shank should be 1/8" in diameter (Fig. 15). Screw IFasteners eners can be used if the screws do not restrict the normal expan- sion and contraction movement of the vinyl siding panel on the wall. Screws must be centered in the slot with a minimum 1/32" space between the screw head and the vinyl. Screws must be able to penetrate not less than 3/4" into traming or furring and shnrdd hPc 3/4" ■ Size #8, truss head or pan head. ■ Corrosion -resistant, self -tapping sheet metal type. �— Figure 15. 7 " ° ITI�� 1611uR1-u� Fsatdur �/�/� Fastener New Construction Residing 13 3/4" � . •- -_' �-- Fastens _ • Vlrt,4 5iding Block or _ ;Concrete - - + Furring Strip + (min. 314") Over Block or Goncrete