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FL #
<br />FL16503-R3
<br />Application Type
<br />Revision
<br />Code Version
<br />2017
<br />Application Status
<br />Pending FBC Approval
<br />Comments
<br />Archived
<br />r
<br />Product Manufacturer
<br />KAYCAN LTD
<br />Address/Phone/Emall
<br />1 Memorial Drive
<br />Richford, VT 05476
<br />(662) 252-9991 Ext 231
<br />Joe. lundine@kpproducts.com
<br />Authorized Signature
<br />Joe Lundlne
<br />Joe. lundi ne@kpproducts. com
<br />Technical Representative
<br />Joe Wndlne
<br />Address/Phone/Emall
<br />402 Boyer St
<br />Williston, VT 05495
<br />(662)252-9991
<br />Joe.lundine@kpproducts.com
<br />Quality Assurance Representative
<br />Joe Lundlne
<br />Address/Phone/Email
<br />402 Boyer St
<br />Williston, VT 05495
<br />(662) 252-9991
<br />joe.lundine@kpproduds.com
<br />Category
<br />Panel Walls
<br />Subcategory
<br />Soffits
<br />Compliance Method
<br />Evaluation Report from a Florida Registered Architect or a Licensed
<br />Florida Professional Engineer
<br />r
<br />Evaluation Report - Hardcopy Received
<br />Florida Engineer or Architect Name who
<br />RobertJ, Amoruso, P.E.
<br />developed the Evaluation Report
<br />Florida Ucense
<br />PE-49752
<br />Quality Assurance Entity
<br />Architectural Testing, Inc.
<br />Quality Assurance Contract Expiration Date
<br />12/31/2020
<br />Validated By
<br />Steven M. Urich, PE
<br />Validation Checklist - Hadcopy Received
<br />Certificate of Independence
<br />R16503 R3 COI CI 2511. RevO VirWl-Soffit ss.odf
<br />Referenced Standard and Year (of Standard) Standard
<br />Year
<br />ASTM D1929
<br />2012
<br />ASTM D2843
<br />2010
<br />ASTM D3679
<br />2011
<br />ASTM D635
<br />2010
<br />ASTM D638
<br />2003
<br />ASTM E330
<br />2002
<br />ASTM E330
<br />2014
<br />ASTM 3155-05a
<br />2005
<br />Equivalence of Product Standards
<br />Certified By
<br />Florida Licensed Professional Engineer or Architect
<br />�:_16503 R3 Eauiv EER. 2511 Re'JO V:nvFSOffit SS.edf
<br />Sections from the Code
<br />Product Approval Method
<br />Method 1 Option D
<br />Date Submitted
<br />12/08/2017
<br />Date Validated
<br />12/12/2017
<br />Date Pending FBC Approval
<br />12/20/2017
<br />OsTAi NSWyEO a 2.• G.C.
<br />laX (NW WORD) lW F-0NNNM
<br />LEG OR T-NAIL a Q.
<br />O.C. MAX
<br />© Rq1 (INTO comamwwwowi
<br />FASCIA D.C."
<br />411 MAX.
<br />I O STARES INSMLIED
<br />12' O.C. NAz (IM
<br />M700) IN J-ONSu
<br />SU
<br />1/8" MAX.
<br />1'A1L A DETAIL B
<br />FASCIA F-CHANNEL
<br />STAPLES O.C.
<br />e 24ani
<br />D.G.
<br />FiL
<br />© STAPLES NSNLIdO
<br />a 2.'O.C. Am
<br />FRAWNG
<br />STARES �=*(,LEG e W O.C. MAX (NNW
<br />Op)IN F-LY4A SLOT
<br />0
<br />slat p1
<br />5 tt• D.C. MAN: ONTO
<br />mracaeTE 0sorrR
<br />�mNCRETE. `G
<br />CMU OR 1/a' MAX.
<br />WOOD
<br />(NOTE 1)
<br />DETAIL C
<br />zXz Wood BAIT EN 1 p J-CHANNEL
<br />11T6TAtuTgrl SCREW, 8
<br />IN'9 ARAOIeESNr
<br />FA91DEA SPACED 24• 9
<br />\ MW. D.C.
<br />1/8• MAX �((�' / O SfAPLFS I. Mi ((I O
<br />'T Y'j�' 12' O.G MAIL (INTO
<br />W000) N J-GNNN0.
<br />FRAMING
<br />Wslcs w6= o
<br />e III• O.C. NOT
<br />ONTO
<br />61
<br />J-CFNIIIIEi) w
<br />OR T-NWa a I r
<br />5 Gar:. M J (WT9
<br />CONCRETE/MATONRI)
<br />`CONCRETE.
<br />CAN) OR
<br />WOOD
<br />(Mare 1)
<br />-�}
<br />1/8" MAX.CMU
<br />CONCRE7[
<br />DETAIL D DETAIL E°°)
<br />DETAIL F
<br />J-CHANNEL J-CHANNEL
<br />J-CHANNEL
<br />FASCIA
<br />NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING U 24" O.C. OR CONCRETE/MASONRY.
<br />FASCIA
<br />BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
<br />WOW BATH 10
<br />IIII
<br />. 3 W000 WREW M dOlt
<br />ATTACN1ffrR FASTENER
<br />VACE0 24" Ili D.C.
<br />V
<br />Of
<br />a
<br />ROM J. Aum,:q P8-
<br />F1WW PE. No. "M
<br />KAYCAN LTD
<br />VINYL SOFFIT - SOLID AND VENTED
<br />WITH SINGLE SPANS
<br />INSTALLATION ANCHORAGE DETARS
<br />GENERAL NOTES:
<br />1, THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE
<br />CURRENT EDITION OF FLORIDABULDING CODE- BU0.DING AND RESIDENTIAL
<br />VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) AT THE
<br />DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED
<br />TO AS E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E330.14
<br />WERE DIVIDED BY I.S AS REQUIRED BY THE BUILDING CODE.
<br />2. DESIGN PRESSURE (DP) RATINGS SHOWN ON THIS SHEET ARE BASED ON 10'
<br />EAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT 10", 12', 14-AND IS -ARE
<br />SHOWN ON SHEET 2.
<br />3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING
<br />PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 11410 EDEN
<br />ROAD, YORK PA 1740.
<br />4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND
<br />WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE
<br />SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND
<br />TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IBIIS THE
<br />RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE
<br />PROJECT.
<br />5. OVER►WNOS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL
<br />ADEQUACY, DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE
<br />SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS. SUCH DEFECTS
<br />SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION,
<br />6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS,
<br />STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN
<br />ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE
<br />- BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURERS
<br />INSTRUCTIONS.
<br />7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING
<br />REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR
<br />REOISTERED ARCHITECT
<br />8. SOFFTT SHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF
<br />THE FLORIDA BUILDING CODE.
<br />9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDrTION OF
<br />THE FLORIDA BUILDING CODE ARE SHOWN N THE APPROVED SOFFIT
<br />SCHEDULE ON SHEET 1.
<br />10. MATERIALS:
<br />10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS
<br />MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND
<br />MEETING THE SPECIFICATIONS OF ASTM D3679.
<br />10.2, KAYCAN BUILDING PRODUCTS ALUMINUM TRIM 13 MANUFACTURED FROM
<br />ALUMINUM ALLOY WITH ASTM Ee TESTED TENSILE STRENGTH OF 21 KSI
<br />AND YIELD STRENGTH OF 986 KSI.
<br />DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2)
<br />VINYL SOFFIT SERIES
<br />INSTALLATION METHOD
<br />DESIGN PRESSURE
<br />NET FREE AREA
<br />NET FIDE AREA
<br />(SEE NOTE 21
<br />(Pi (SEE NOTE I
<br />(SD• INJUNEAL FT.)
<br />(SO. Iii FT.)
<br />12" TRIPLE 4 SOLID
<br />FASCIA / J-CHANNEL
<br />FASCIA / F-CHANNEL
<br />+68.7 /-G3.3
<br />N/A
<br />N A
<br />/
<br />140. 0623 SOLID SOFFIT
<br />J-CHANNEL I J-OWNNNEL
<br />F-CH NNEL I F-CHANNEL
<br />+56.7/-60
<br />N/A
<br />N/A
<br />12' TRIPLE 4 FULL-0-VENT
<br />FASCIA / J-CHANNEL
<br />FASCIA / F-CHANNEL
<br />+68.7/-56.7
<br />4.18
<br />4.18
<br />NO. 0622 VENTED SOFFIT
<br />J-CHANNEL / J-CHANNEL
<br />+66.7/-86.7--
<br />F-CHANNEL / F-CHANNEL
<br />4.18
<br />4.18
<br />12' TRIPLE 4 FULL-0-VENT ECO
<br />FASCIA / J-CHANNEL
<br />FASCIA / F-CHANNEL
<br />+86.7/-80
<br />4.18
<br />4.18
<br />N0. 0839 VENTED SOFFIT
<br />J-CHANNEL / J-CHANNEL
<br />+88.7/-BD
<br />4, 18
<br />F-CHANNEL / F-CHANNEL
<br />4.18
<br />NOTE 1: DESIGN PRESSURE RAVINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vasil BASIC WINO SPEWS. THUS PROJECT
<br />DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON Volt BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED !W 0.5 PER THE
<br />CURRENT EDITION OF THE FLOROA BUILDING CODE FOR COMPARISON TD THE DESIGN PRESSURE RATINGS ABOVE,
<br />NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 10", 12", t4" AND 18'. SEE SHEETS 3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR
<br />TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG EAVE CONSTRUCTION. SEE SHEET S FOR CONNECTION DETAILS.
<br />TABLE OF CONTENT
<br />SHEET
<br />DESCRIPTION
<br />I
<br />GENERAL NOTES AND PERFORMANCE RATINGS
<br />2
<br />INSTALLATION NOTES AND DP RATINGS Al VARIOUS SPANS
<br />3
<br />INSTALLATION DETAILS. CANTILEVER CONSTRUCTION
<br />4
<br />INSTALLATION DETAILS. OVO4WID CONSTRUCTION
<br />S
<br />INSTALLATION DETAILS A THROUDH F
<br />6
<br />SOFFIT' PROFILES
<br />7
<br />CHANNEL AND FASCIA PROFILES / 13OLI / SOFFIT SCHEDULE
<br />TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION
<br />SPAN i'
<br />EAVE WIDTH
<br />(ROOF
<br />OVERHANG)
<br />SPAN -L'
<br />iMl-+
<br />;OF
<br />SEE DETAIL A" SEE DETAIL B"
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/F-CHANNEL
<br />F-CHANNEL @ WALL, FASCIA @ FASCIA END
<br />SPAN "L"
<br />l SOFFIT
<br />SEE DETAIL "A" / SEE DETAIL "C"-
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/J-CHANNEL
<br />J•CHANNEL @ WALL, FASCIA (q FASCIA FNI)
<br />CMU OR E, y SOFFIT-/ ��
<br />CMU OR -/"
<br />W000 SEE DETAIL "D' SEE DETAIL "C"
<br />(NOTE 1)
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/J-CHANNELS
<br />I -CHANNEL @ WAILI, AND FASCIA END
<br />EAVE WIDTH
<br />(ROOF
<br />OVERHANG)
<br />CMU OR
<br />WOOD
<br />(NOTE 1)
<br />EAVE WIDTH
<br />(ROO
<br />OVERHANG)
<br />SEE SHEET 2 FOR INSTALLATION
<br />NOTES, FASTENER SCHEDULE AND
<br />DESIGN PRESSURE PERFORMANCE
<br />RATING TABLES. SEE SHEET 5 OR
<br />DETAILS A, B, C & D.
<br />NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING O 24' O.C.
<br />OR CONCRETE/MASONRY. BUILDING CODE REQUIREMENTS
<br />FOR SUBSTRATE MATERIAL MUST BE MET.
<br />1351
<br />37 46 a76
<br />4e6 a 3 ash
<br />004
<br />:F
<br />v V
<br />DETAIL A
<br />12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623
<br />•J: T:.T;::..
<br />..: •!. 71. •.-. • IaSI
<br />::r•..,
<br />ABs a a.i23 --afL
<br />36
<br />M4
<br />DETAIL A
<br />12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622
<br />CMU OR
<br />WOOD
<br />(NOTE 1)
<br />• ::: ?; ?+FI j. 71 � is r: • .
<br />'f TN.TT:::.. t•' a75 .37a
<br />12
<br />DETAIL A
<br />12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639
<br />R
<br />t.
<br />L�UL�
<br />dM
<br />a
<br />R9b.n J. Ama,so, P.F.
<br />FIMNN P.E. No. Ati
<br />F1w,m1 ve w.
<br />FbNN
<br />w
<br />VINYL SOFFIT INSTALLATION INSTRUCTIONS
<br />DP RATINGS AT VARIOUS SPANS
<br />INSTAsu-ATKNV NOTES:
<br />1. EAVE WIDTHS (SPANS)
<br />1.1. THNS E INSTALLA71ON CROSS SECTIONS SHOWN ON SHEETS 3 AND DEPICT SINGLE
<br />SPAFOR EAVE CONSTRUCTION OF TRUSS WOOO FRAMING IN ERHER
<br />CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THIS DOES NOT LIMIT
<br />SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLY AS LONG AS MINIMUM
<br />FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED.
<br />1.2. SEE TABLE ON THIS SHEET FOR SPANS OF 10', 12'. 14- AND 16'.
<br />2. INSTALLATION FASTENERS
<br />2A. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN
<br />HEREIN FOR RESPECTIVE SUBSTRATE. SEE FASTENER SCHEDULE TABLE ON THIS
<br />SHEET.
<br />2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMBED TO
<br />STUCCO. FOAM. BRICK VENEER AND SIDING). EDGE DISTANCES SHALL BE SUCH TO
<br />PREVENTIVE CRACKING OF SUBSTRATE MATERIAL.
<br />L
<br />2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT TAKE INTO
<br />ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SHALL BE ADDED TO THE
<br />REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON THIS SHEET.
<br />3. 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS THE
<br />RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
<br />4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF
<br />CORROSION RESISTANTMATERULLS COMPATIBLE WITH THE SUBSTRATE MATERIALS.
<br />S. SEE INSTALLATION MOUNTING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON SHEETS
<br />3.4 AND S.
<br />FASTENER SCHEDULE
<br />reNeR oaAauPTxr+
<br />AumAATErlo�"TE
<br />1i0
<br />LcaX NNYAueE
<br />0..1 DMNAEIER X
<br />CONCRETE
<br />1•
<br />1/4-
<br />1-1/2' T-4AIL
<br />OR MASONRY
<br />0.072' DIAMETER X
<br />WOOD
<br />1-3/4'
<br />1/4'
<br />1-3/4- TRIM NAL
<br />16 GA X 7/16WIDTH
<br />CROWN STAPLE 1- MIN.
<br />WOOD
<br />7/8'
<br />1/4"
<br />LENGTH
<br />/e A 3" FH WOOD SCREW
<br />OR #8 A 3• FH TAPPING
<br />WOOD
<br />1-1/2'
<br />5/8'
<br />SCREW.
<br />3/16" RW TAPCON
<br />CONCRETE
<br />CONCRETE SCREW
<br />OR MASONRY
<br />NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER
<br />THROUGH SOFFIT OR CHANNEL INTO SUPFOR'rWG SUBSTRATE W 0
<br />WALL FINISHES. WHERE WALL FINISHES ARE PRESENT, THE FA ER
<br />LENGTH WALL BE INCREASED AS REWIRED TO MAINTAIN EMBEDMENT
<br />r)EPTH INTO SUPPORTING SUBSTRATE.
<br />°L
<br />12" TRI FILE 4 FULL-0•VE14T / NO. OO2 VENTED SOFFIT
<br />INSTALLATION
<br />LSinnth IL'
<br />Length
<br />DETAILSATHRUF
<br />os it
<br />Pive
<br />Negi
<br />SHEE-T5)
<br />D&COTE&F
<br />66.7
<br />-56.7
<br />10
<br />A&BorA&C
<br />66.7
<br />-66.7
<br />D&CorE&F
<br />55.6
<br />-47.3
<br />12
<br />A&BMA&C
<br />55.6
<br />-55.6
<br />D&CorE&F
<br />47.6
<br />•40.5
<br />14
<br />A&BorA&C
<br />A7,6
<br />-47.6
<br />D&CorE&F
<br />4L7
<br />16
<br />A&BorA&C
<br />41.7
<br />OVERHANG EAVE CONSTRUCTION
<br />EAVE WIDTH
<br />(ROOF
<br />OVERHANG)
<br />EAVE WIDTH
<br />(ROOF
<br />OVERHANG)
<br />lFA•=
<br />SOFFIT
<br />"A" "S'�
<br />CMU OR T_�/ /
<br />WOOD J SOFFIT
<br />(NOTE 1) SEE DETAIL "F` SEE DETAIL "E"
<br />CMU OR
<br />WOOD
<br />(NOTE 1)
<br />SEE DETAIL SEE DETAIL
<br />9
<br />EAVE CROSS-SECTION
<br />EAVE CROSS-SECTION
<br />.;
<br />SINGLE SPAN W/F-CHANNEL
<br />SINGLE SPAN W/J-CHANNELS
<br />F•CHANNEL @ WALL, FASCIA @ FASCIA END
<br />d-CHANNEL@ WALL AND FASCIA END
<br />9
<br />It -SPAN 1' �w
<br />F- SFAN •L" ;.
<br />"
<br />EAVE WIDTH
<br />(ROOF
<br />OVERHANG)
<br />EAVE WIDTH
<br />(ROOF
<br />OVERHANG)
<br />/
<br />SEE DETAIL A. SOFFIT SEE DETAIL -E"J
<br />CMU
<br />WOOD I/�,/
<br />(NOTE 1) SEE DETAIL "F'J S SEE DETAIL 'B•J
<br />MU
<br />CWOOD R
<br />(NONE 1)
<br />EAVE CROSS-SECTION
<br />EAVE CROSS-SECTION
<br />SINGLE SPAN W/J-CHANNEL
<br />SINGLE SPAN W/F-CHANNEL
<br />J-CHANNRL @ WALL, FASCIA R FASCIA F,ND
<br />F•CHAINNEL @ WALL, J-CITANNEL W FASCIA END
<br />SEE SHEET 2 FOR INSTALLATION
<br />NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE
<br />PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F.
<br />NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING 0 24" O.C. OR CONCRETE/MASONRY. BUILDING CODE
<br />REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
<br />R:
<br />=E
<br />8
<br />a PE I
<br />R0,093 793 165 12
<br />0, 18 5• 0,5 6
<br />a
<br />1.54-1 LL
<br />1 /2" J-CHANNEL/TRIM
<br />VINYL (No. 1100) 15 TO WOO _ <
<br />25 �-7 022
<br />59
<br />1.25 gg °!
<br />LWU g tI
<br />4" FASCIA LL;
<br />SMOOTH so s I
<br />18 .51 1 ALUMINUM
<br />(No. 9700) J gIgI■1
<br />62
<br />.7 5 .7 5
<br />R.156
<br />0.02 0.04
<br />R0.156
<br />785 .71
<br />R-hO,rJ. Amdub, Pt.
<br />FmyP x. wo 4tlN1
<br />3
<br />1/2" F-CHANNEL/TRIM
<br />VINYL (No. 1178)
<br />DA We
<br />11 U
<br />STEEL
<br />FASCIA
<br />SERIES
<br />BILL OF MATERIALS
<br />ITEM
<br />DESCRIPTION
<br />MATERWLL
<br />1
<br />SOFFIT -SEE SCHE
<br />VINYL SOFFIT AND TRIM SCHEDULE
<br />VINYL SOFFIT
<br />J�HANNEL
<br />F-CHANNEL
<br />4
<br />ROM J. An,pup, P.E.
<br />FNAyF PE. NO.4tlr51
<br />
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