|
n
<br />0
<br />•
<br />FL #
<br />Application Type
<br />Code Version
<br />Application Status
<br />Comments
<br />Archived
<br />Product Manufacturer
<br />Address/Phone/Email
<br />Authorized Signature
<br />Technical Representative
<br />AddressJPhone/Ema i l
<br />Quality Assurance Representative
<br />Address/Phone/Email
<br />Category
<br />Subcategory
<br />Compliance Method
<br />Florida Engineer or Architect Name who developed the
<br />Evaluation Report
<br />Florida License
<br />Quality Assurance Entity
<br />Quality Assurance Contract Expiration Date
<br />Validated By
<br />Certificate of Independence
<br />FL10124-R15
<br />Revision
<br />2014
<br />Approved
<br />FN
<br />GAF
<br />i Campus Drive
<br />Parisppany, N] 07054
<br />(973)872-4421
<br />I Indarelth@trinityerd.com
<br />Beth Mcsorley
<br />I Indarelth@trini tyerd.com
<br />Beth McSorley (current)
<br />1 Campus Drive
<br />Parsippany, N] 07054
<br />(973)872-4421
<br />bmcsorley@g af.com
<br />Roofing
<br />Asphalt Shingles
<br />Evaluation Report from a Florida Registered
<br />Architect or a Licensed Florida Professional
<br />Engineer
<br />� Evaluation Report -Hardcopy Received
<br />Robert Nieminen
<br />PE-59166
<br />UL LLC
<br />11/21J2015
<br />John W. Knezevich, PE
<br />Validation Checklist -Hardcopy Received
<br />FL10124 R15 CDI 2015 01 COI Nieminen.odf
<br />Referenced Standard and Year (of Standard) Standard Year
<br />ASTM D3161 2009
<br />ASTM D3462 2009
<br />ASTM D7158 2008
<br />TAS 107 1995
<br />Equivalence of Product Standards
<br />Certified By
<br />Sections from the Code
<br />Product Approval Method
<br />Date Submitted
<br />Date Validated
<br />Date Pending FBC Approval
<br />Date Approved
<br />Method 1 option D
<br />CT 015678
<br />03/31/2 015
<br />04/08/2015
<br />04J12/2015
<br />06/23/2015
<br />by
<br />aate
<br />t
<br />FL #
<br />Equivalence of Product Standards
<br />Certified By
<br />Sections from the Code
<br />Product Approval Method
<br />Date Submitted
<br />Date Validated
<br />Date Pending FBC Approval
<br />Date Approved
<br />Method 1 option D
<br />CT 015678
<br />03/31/2 015
<br />04/08/2015
<br />04J12/2015
<br />06/23/2015
<br />by
<br />aate
<br />t
<br />FL #
<br />FL16299-R2 -
<br />Application Type
<br />Revision
<br />Code Version
<br />2014
<br />Application State
<br />Pending FBC Approval
<br />Comments
<br />Archived
<br />Product Manufacturer
<br />KAYCAN LTD
<br />Address/Phone/Email
<br />1 Memorial Drive
<br />Ridrford, Vr 05476
<br />(406) 553-6B1B Ext O
<br />alex.jovenovlc@kpproducts.com
<br />Authorized Signature
<br />]ovanovic Alex
<br />al ex.jovanovic@kpproducts.. com
<br />Technical Represents the
<br />Joe Lundine
<br />Address/Phcne/Email
<br />402 Boyer St
<br />WIIII1 Ur 05495
<br />(662) 252-9991
<br />joe.lLndine@kpproducts.com
<br />Quality Assurance Representative
<br />Joe Lundine
<br />Address/Phone/Email
<br />402 Boyer St
<br />Williston, Vr 05495
<br />(662) 252-9991
<br />joe lundine@kpproducts.com
<br />Category
<br />Panel Walls
<br />Subcategory
<br />Scing
<br />Compliance Method
<br />Evaluation Report from a Florida Repistered Architect
<br />or a
<br />Licensed Florida Professional Engineer
<br />Evaluation Report- Hardcopy Received
<br />Florida Engineer or Architect Name who developed the
<br />Roberti. Amoruso, RE,
<br />Evaluation Report
<br />Florida license
<br />PE-49752
<br />Quality Assurance Entity
<br />Q b b
<br />Architectural Testing, Inc.
<br />ng.
<br />Quality Assurance ContractE irabon Date
<br />4 ry >v
<br />1 312016
<br />zJ
<br />Validated By
<br />Steven M. Unch, PE
<br />Validation checklist- Hardcopy Received
<br />Certificate of Independence
<br />�6299 R2 C01 COI 22C9 Revl-415-0229 PER fur:Kayc5n
<br />66 Song ss.Odf
<br />Referenced Standard and Year (of Standard)
<br />Standard
<br />veer
<br />ASTM D 1929-96(2000)el
<br />OOe 1
<br />ASTM D1929-96(2001)e1
<br />Olel -
<br />ASTM D2843
<br />99
<br />-
<br />AS(M D2843-99(2004)el
<br />04e1
<br />ASTM D3679
<br />05
<br />ASTM D3679
<br />01
<br />ASTM D5206
<br />13
<br />�,.
<br />ASTM D635
<br />98
<br />ASTM D635
<br />06
<br />Equivalence of Product Standards
<br />j Certified By
<br />Florida Licensed Professional Engineer or Prchrect
<br />R16299 R2 EQUiV EER 2209 1 416-0229
<br />KaYCan D6 Sid no ss t df -
<br />PER fi]r
<br />Sections from the Code
<br />Product Approval Method
<br />Method 1 Option D
<br />Date Submitted
<br />06/17/2015
<br />Date Validated
<br />06/19/2015
<br />Date Pending FBC Approval
<br />06/26/2015
<br />�, t� .w..�• f _ E i1P13 Mt33
<br />...........
<br />FAX! 203) -42
<br />EVALUATION REPORT
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<br />91 7 )ice 7-4 FL81:
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<br />TIBf.E TNnr 9A8TRATE wTE94ALS REE59TNJT l4.Tfl8Atb CMIPA YR E
<br />lEEdiTFE SgIW SHALL
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<br />ENMRio1. WALLS WHERE YBD'L Si SHALL BE tNSTAiJ.ED I BE DE"IMI:D RY A LICENSED PRDFESSO iENGWER. ARMVME '
<br />W.T.Ences" INA000810ANOt10Ht -0 MONO, IWALONG OWE
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<br />TABLE OF CONTENT
<br />SMEET
<br />P2
<br />DESCRIPTION
<br />1
<br />GENERA. AND fMSTAL1ATW NOTES
<br />OOMPOHEN(S AND. BILL OF WITERAS
<br />3
<br />COMPONENTS
<br />4
<br />LERDCAL INSTALIAMOIN CROSS SECTION
<br />5
<br />ITYPICAL 145MUATKMJ OETA L
<br />DESIGN PRESSURE (PSF) RATING
<br />SIDING SERIES
<br />MIW PRESSURE (PSF) RATING
<br />(SEE NOTE 4:2)
<br />08 RICHMOND
<br />+/- 138:6.
<br />ReHa{AvuwehC
<br />N�aea,B ea•rrsx
<br />aeu�
<br />'e�'G"�RRA'1°F
<br />I�e; #o 49142 t
<br />Z
<br />•S SYA-'a OR 'fF
<br />a
<br />C?itTO�,yjv�J
<br />'i{Ynrt 5>t
<br />l:$. i ABA "14 Ii IV AM L M394
<br />LL. f1`M1 '14l. C,`53. 3
<br />aY+ A3T143YA a®E"�
<br />$, Klk Ion ow 2
<br />a �trt$a1
<br />Y ?'fa1
<br />iY$1 x$a
<br />.. 88-
<br />It, $Y Ali,$
<br />Is. - E - A116t,X2SD,
<br />L1:wIT" Z7,': ApfCS1R€It, Ct7$lA,'..
<br />fERD
<br />L�siT��4 IEtl$..F3S8,i&ar
<br />FAodas W Cti
<br />I
<br />(ROOF)
<br />EXTEND
<br />WITH
<br />- hmm P damnatr4gaill
<br />- -
<br />Ct 4tM1g uds, 0�rrpkalKm 1so 6 1:
<br />1 (01"rI.
<br />t��[IA�AYIEIirFE1.T
<br />METAL -DRIP EDGE AT RAKE
<br />APPLIED OVER UNDERLAYMENT
<br />V:2IaP
<br />AR ASPHALT FELT -
<br />BYNCOI ApptF
<br />METAL ]DROStandard P EDGE
<br />� AT RAID APPLIES
<br />AST" bw�ki002,
<br />OVER IIMDERLAYMENT
<br />i
<br />cisio 200?
<br />Rig arATtmIG MAD.
<br />PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND
<br />T 2 0
<br />ad tMns M
<br />M� ��
<br />START THIRD COURSE
<br />MAXIMUM WIND LOAD RATING OF 130 MPH WITH FASTEST SPEED OF 110
<br />MAIL � Eons
<br />NIMUS
<br />ed 1111D.S 0lOIQRIMIlD ,y OC.
<br />To
<br />MEFAI. ZRIv
<br />15/32' CDX SHEATHING SHALL BE NAILED W/ Bd RS NAILS @- 6' O.C.
<br />APPLIED
<br />@EDGES AND 8' ❑.C. MAX, IN THE FIELD USE 1/2' STEEL PLYCLIP$,
<br />n 10. Y�91$
<br />OVER SHEATHING
<br />START SECONDCOUtSE
<br />e-�-6 r31�d`."
<br />V77H F±11 STRIP NDiIS
<br />1--6"3. 0
<br />Y STNtTER STRIP OR LE TAY
<br />..-
<br />k�INVENTED
<br />Ct00
<br />SHIMMM GORSE WITH
<br />F�l4,L�8TR�FT
<br />c4 641
<br />_
<br />AiPINLT CEfQIrR❑❑PING
<br />APPLICATI❑N
<br />O'LY EIOIGFI NAD.S TO FLLD
<br />L RLIF COVERINGS SHALL HE APPLIED IN ACCORDANCE 1✓ITH THEUSE
<br />APPLICABLE PRWISIDNSOF SECTD'N 1507 FHC AND THE
<br />LMDELAYMENTDY PLACE UtRTILMAMFACTURERS
<br />DJSTALLATI@1 DISTRUCTIUNS.Si®IO.EY
<br />ARE LAID
<br />2. ASPHALT SHINGLES SHALL HE USm OILY ORI ROOF SLOPES ff
<br />fffT)
<br />0M24 IDC1U>A_E
<br />8UR OR GREATER. FOi ROOF SLOPES FRQR Zt12 UP TD 4112
<br />UNDERLAYMENT APPLICATION IS REQUIREA 3 UNLESS OTHRWISENOTED, REQUIRED UNDERLAYMENT SHALL
<br />�orRMWITH ASTMD226, TYPE
<br />ASTM 4869, TYPE 1FBC
<br />R❑❑F UNDERLAYMENT APPLICATI❑N
<br />LDR
<br />iDa cArhBtmtNx amxaa ETc
<br />1507,3,3TYrax
<br />4. SELF ADHERING HITUNEN SHEET SHALL COMPLY VITH ASTN D225at
<br />ASTN D3462.
<br />L ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE VIfHFHC
<br />3507,3.4THE
<br />APPLICABLE PROVISIDNS ff BECKON L507, FBC, 2010
<br />S, ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS DR HE INTERLOCKING,STEEL
<br />PLYCL
<br />8T
<br />SFOR RmFSLOPES 2f12UP TD M12 UtIDERLAYMEM SHALL HE
<br />AND COMPLY VITH ASTM D22S 42 ASTM D3462,a4dt«PUDt
<br />1�:6
<br />A MINIMUM OF 2 LAYERS APPLIED AS FOLLOWSI (SEE ABOVE)
<br />FHC 1507.3.H1
<br />FHC 3307,3.5
<br />G FASTENERS FQR ASPHALT SFmRCiES SHALL HE GALVANIZED, STADLESS
<br />8dRS NA
<br />1 f3d8(tA
<br />3. FOR R� SLOPES 4d2 OR GREATER UNDERLAYMENT SHALL BE A
<br />STEEL, ALUMINUM, OR CAPER ROOFING NAILS MINIMUM 12 GA C0.105 INCH
<br />0 -
<br />MINIMUM OF ORE LAYER OF lH•1DERLAYNL-Mi FELT APPLIED AS FdLOW9
<br />SHANC WITH A MIMMUM 3/8' DIAMETER HEAD, OF A LENGTH TO PENETRATE
<br />"C44090 wiwlvo
<br />STARTING AT THE EAVE UNDERLAYMENT SHALL HE APPLIED SHINGLE
<br />THROUGH THE ROOFING MATERIALS AND A MINIMUM ff 3/4' (19MM) INTO THE
<br />fM400
<br />FASHION PARALLEL TO THE SAVE, LAPPED 2• AND FASTENED
<br />SUFFICIENTLY TO STAY IN PLACE uMrn_ sFm+GLEs ARE LAID.
<br />ROOF SHEATHIIA-s WHERE THE ROM SHEATHING IS LESS THAN 3/4' THICK
<br />PLYWOOD NAIL PATTERN
<br />THE NAILS SHALL PENETRATE THROUGH THE SHEATHDMCs
<br />T75 P
<br />-
<br />i
<br />L61j
<br />6M5
<br />1
<br />33
<br />?iS6
<br />� w,
<br />g
<br />- SLWACE.EXFOS'E 11 118"'
<br />DRIC �D
<br />� H NIl
<br />an�•a s I�t oP^.tir.,izl cre:; c
<br />PANEL/D6 A HBURY
<br />S
<br />51S g
<br />-
<br />gg
<br />A
<br />.
<br />a 1
<br />1
<br />BILL OF
<br />ttN+tar,1,
<br />��31+!AA yy4
<br />R; 4acEtsg4 g
<br />q=,
<br />Sr wD saasa .ia
<br />D"sail "N4 i
<br />^s STATE qi W
<br />S `T.P L4?tor: br+r�.
<br />. AAS1tJNAtETA+`
<br />A'AM+7mi�N`}
<br />MATERIALS
<br />ITEM
<br />DESCRIPTION
<br />NATEitI?L.
<br />t
<br />trP.YCAN D6 RIGHMDND SIDING
<br />VINYL(P.VO),
<br />2
<br />KAYCAN Da ASHHURY SIDING ..
<br />VINYL (PVC)
<br />G J2t)�
<br />0.12 5 m...: +...+...�-T �+-+--L} rya.
<br />.1. i
<br />E01
<br />2..6:50.
<br />.. �. KAYCAN VINYL
<br />a o � rr o l
<br />_/4 J-CHANNEL
<br />! i
<br />DRAWING NO. VJJ34
<br />J.3 5
<br />KAYCAN ALUMINUM STARTER SCRIP/TRIM
<br />PRODUCT NO, 10$2 URA4IING NO. ACAAS-I80OUA
<br />F,XTERIOR
<br />INTERIOR
<br />z . A STUDS 1,NUMUM.
<br />SEE GENERAL NOTES 3; 8 AND-7 (Nt Sf-2TT.
<br />7/1E" PLYWOOOJpSD $HFAIHINOLyNIM4Td.
<br />SEE GENERAL NOTE 7 ON SM€c't i.
<br />WATER RESISifIE BARRIER.
<br />SEE GEN€P.AI,: NO' E 9 ON 5>IEE- ).
<br />I NST AL1A TIONry:ACNOR SPAC iq"Y.
<br />it iS" VER'tICpL SPACING SIiOtYN FOR .it1R1zONTAL SPACINQ;_ -
<br />SEE rAaLE AT RIGHT.
<br />HORIZONTAL
<br />ANCHOR SPACING {IN}
<br />tU' O,C.TX STUD
<br />P9N@NT
<br />°Q "� Q
<br />NN. T/fa• rLxwaoD/o>a
<br />Arp. iY snrT
<br />18
<br />STARIEA STAR'
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