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FL # <br />FL 16299-R4 <br />Application Type <br />Revision <br />Code Version <br />2017 <br />Application Status <br />Pending FBC Approval <br />Comments <br />Archived <br />(- <br />Product Manufacturer <br />KAYCAN LTD <br />Address/Phone/Emal <br />1 Memorial Drive <br />Richford, VT 05476 <br />(662)252-9991 Ext 231 <br />joe.lundine@kpproducts.com <br />Authorized Signature <br />Joe Lundine <br />joe.lundine@kppm&=.com <br />Technical Representative <br />Joe Lundine <br />Address/Phone./Email <br />402 Boyer St <br />Williston, VT 05495 <br />(662) 252-9991 <br />joe.lundine@kpproducts.com <br />Quality Assurance Representative <br />Joe Lundine <br />Address/Phone/Email <br />402 Boyer St <br />Williston, VT 05495 <br />(662) 252-9991 <br />joeJundi neakpprodu cts,com <br />Category <br />Panel Wells <br />Subcategory <br />Siding <br />Compliance Method <br />Evaluation Report from a Florida Registered Architect or a Licensed <br />Florida Professional Engineer <br />r <br />Eveluation Report - Hardoopy Received <br />Florida Engineer or Architect Name who <br />Robert J. Amcruso, P.E. <br />developed the Evaluation Report <br />Florida License <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. L.tich, PE <br />P <br />Validation Checklist - Hardcopy Received <br />Certificate of Independence <br />F116299 R4 COI CI 2435 Rev end 2209 Re_v_2_ <br />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 07254 <br />2007 <br />ASTM E84 <br />2014 <br />ASTM G155-05a <br />2005 <br />Equivalence of Product Standards <br />Certified By <br />Florida Licensed Professional Engineer or Architect <br />R 16299 R4 Egwv EER 2209 Rev2 D6-Vmv1-Skiing <br />ss.odF <br />ss.odf <br />FL16299 R4 Eauiv EER 2435 Revi PerfectimShinale5idina <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 />KAYCAN LTD <br />n <br />a <br />� <br />D6 RICHMOND & D6ASHBURY U"Z (PVC) SIDING <br />q <br />Q <br />INSTALLATIONANCHOZWEDETAILS <br />W <br />�Sp <br />GENERAL NOTES: <br />INSTALLATION NOTES: <br />j <br />1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE <br />1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR <br />m < <br />(FBC)- BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AT THE DESIGN <br />RESPECTIVE SUBSTRATE. <br />PRESSURE(S) SHOWN ON THIS SHEET (SEE TABLE). <br />2. INSTALLATION ANCHORS SHALL BE INSTALLED AS SHOWN ON THE "WOOD FRAME <br />2, STRUCTURAL PERFORMANCE RATING (DESIGN PRESSURE IN PSF) BASED UPON SIGNED AND SEALED INTERTEK TESTING <br />INSTALLATION" SECTIONS ON SHEETS 4 AND 5. <br />A <br />SERVICES TEST REPORT NO. 10f062828TCR-002, DATED 2MI3 INCLUDING ASSOCIATED LABORATORY STAKED DRAWINGS. <br />). MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES(INCLUDING BUT NOT <br />z a'• <br />6 <br />2.1. A SAFETY FACTOR OF 1 S WAS APPLIED TO THE MAXIMUM TESTED LOADING PER ASTM D 6206IN ACCORDANCE WITH THE <br />LIMITED TO STUCCO, FOAM, BRICK VENEER AND SHIN% <br />CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING AND RESIDENTIAL VOLUMES . <br />4, INSTALLATION ANCHOR DETAILS: <br />to. <br />2.2. BASED ON ASTM 03970, ANNEX A WHICH ALLOWS UNL17ATION OF A PRESSURE EQUALIZATION FACTOR OF 0.36 RESULTS IN <br />4.1. USE 0.1V DIAMETER x 1-IFZ LONG RING SHANK ROOFING NNL WITH 0.0/0" DIAMETER HEAD <br />a <br />A DESIGN PRESSURE RATING OF -135.9 PSF WHEN INSTALLED AGAINST A MINIMUM 7A8' TFMCK SHEATHING. A NEGATIVE <br />FOR SIDING AND TRIM INSTALLATION. <br />ao <br />Q <br />DESIGN PRESSURE SIGNIFIES PRESSURE LOADING ACTING AWAY FROM THE SIDING SURFACE. <br />O < vi <br />2.3. DESIGN PRESSURE SHOWN IN DESIGN PRESSURE RATING TABLE ON SHEET S BASED ON INSTALLATION OVER SOLID <br />4.2. SEE SHEETS 4 AND 6 FOR ADDITIONAL DETAILS. <br />CQ <br />< 6 ~ m <br />SHEATHING. SEE CHAPTER T. VINYL SIDING INSTALLATION OVER FOAM PLASTIC SHEATHING FOR A93JU37ED DESIGN <br />S. ALL FASTENERS SHALL HAVE CORROSION RESISTANT CAATINGS OR BE MADE OF CORROSION <br />2 <br />` <br />O <br />PRESSURE REQUIREMENTS. <br />RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. <br />` <br />3. ADEQUACY OF THE EXISTING STRUCTURAL WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SWING SHALL <br />BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND <br />6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE <br />r <br />3 <br />W <br />FOR THE PROJECT. <br />MATERIALS WITH THE FOLLOWING PROPERTIES: <br />s <br />IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD <br />44 <br />lI <br />4. SUBSTRATES RECEIVING VINYL SIDING SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL <br />6.1. 2x WALL STUM - MIN. SPECIFIC GRAVITY OF 0.42 (EQUATES TO SPRUCE PINE -FUR). <br />< <br />z I <br />SE ELIMINATED. <br />62. 7116" THICK PLYWOOD -SPECIES GROUP 1 OR 2 (APA VOLUNTARY PRODUCT STANDARD PS <br />S. INSTALLATION OF SIDING ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND <br />1) MIN!MUM' <br />L98 <br />OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING <br />63. 7/18' OSB -SHEATHING GRADE (APA VOLUNTARY PRODUCT STANDARD PS 2) MINIMIMN. <br />,l <br />AND RESIDENTIAL VOLUMES AS APPLICABLE AND THE MANUFACTURER'S 114WRLICTIONS <br />Y�# <br />S. SITE CONDITIONS THAT DEVIATE FROM THE DETAINS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A <br />f <br />LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. <br />$ <br />7. WALLS WHERE VINYL SIDING SHALL BE INSTALLED MUST BE DESIGNED BYA LICENSED PROFESSIONAL ENGINEER, ARCHITECT <br />OR OTHER DESIGN PROFESSIONAL AS ALLOWED BY AND IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA <br />VINYL BIDING SPECIFICATIONS: <br />BUILDING CODE (FBC)- BUILDING AND RESIDENTIAL VOLUMES. <br />7.1. MINIMUM SHEATHING REQUIREMENTS ARE SHOWN IN INSTALLATION NOTE 6.2 AND 6.3. <br />1. KAYCAN BUILDING PRODUCTS VINYL SIDING 13 MANUFACTURED FROM A FORMULATED PVC <br />S. WALLS WHERE VINYL SIDING SHALL BE INSTALLED SHALL BE PROVIDED WITH A WATER RESISTIVE BARRIER IN ACCORDANCE <br />POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679. <br />WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FOC)- BUILDING AND RESIDENTIAL VOLUMES. <br />2, WALL THICKNESS' <br />8.1. A WATER -RESISTIVE BARRIER IS REQUIRED PER THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND SHALL BE <br />2.1 DB: 0.060" MIN. <br />MINIMUM OF ONE LAYER OF NO.15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED <br />MATERIALS. <br />3. PANEL LENGTHS: <br />3.1. 06:12' - D' LONG <br />Ra6an J. M+vum, P E. <br />FIvMe P.E Na49792 <br />TABLE OF CONTENT <br />SHEET <br />DESCRIPTION <br />I <br />GENERAL AND INSTALLATION NOTES <br />2 <br />COMPONENTS AND BILL OF MATERIALS <br />3 <br />COMPONENTS <br />4 <br />VERTICAL INSTALLATION CROSS SECTION <br />5 <br />TYPICAL INSTALLATION DETAIL <br />DESIGN PRESSURE (PSF) RATING <br />SIDING SERIES DESIGN PRESSURE (PSF) RATING <br />(SEE NOTES 2.1, 2.2 & 2.3) <br />D6 RICHMOND - 138.9 <br />D6 ASHBURY - 138.9 <br />E T! <br />m C <br />n <br />4 <br />og �R <br />0.020 0V0.75 <br />0.125 0 0.793 m <br />0 F�F 0.16 0.250 <br />.3755 " $ <br />0.18E 1.043 0.750 <br />1.375 <br />1.700 DETAIL A I_�0.042 <br />2.550 Id 1.543 <br />a <br />60 1"700 4 KAYCAN VINYL �0 pal <br />45" 0750 3/4" J-CHANNEL <br />0.550 <br />DRAWING NO, VJJ34 0 jai <br />0.125" <br />R0.040 �c <br />0.375::��_/ <br />3 <br />KAYCAN <br />PRODUCT NO, <br />ALUMINUM <br />1082 DRAWING <br />STARTER STRIP/TRIM <br />Nn, ACAAS-18000A <br />pt,,w J. A-, P.E. <br />Fbdde P.E. Nov 49M <br />L <br />4 <br />16' MAX. O.C. <br />STUD SPACING <br />STUD SPACING <br />CS <br />> 16" O.C. <br />O <br />7/18" MIN. THICKNESS <br />7/16' MN. THICKNFS4 <br />m 4 <br />SHEATHING (PLYWOOD/OSB) <br />SHEATHING (PLYWOOD/OSB) <br />INSTAL A710N <br />O <br />n� O <br />J <br />a <br />O <br />ANCHOR <br />ANCHOR <br />g1 m <br />2 g H <br />"Ji <br />f m <br />f OQF rY4 ✓od.X <br />VINTL SIDING 1 2 <br />WNt1 SWING <br />lilt <br />lt <br />11.13" VERTICAL <br />11.13" VERTICAL <br />ANCHOR SPACING L J UANCHOR <br />SPACING <br />16" HORIZONTAL <br />8" HORIZONTAL <br />ANCHOR SPACING <br />ANCHOR SPACING <br />INSTALLATION ANCHORING FOR <br />INSTALLATION ANCHORING FOR <br />16" MAXIMUM STUD SPACING <br />STUD SPACING EXCEEDING 16" <br />RoWd J. Aunav, P.E. <br />(INSTALLATION ANCHOR <br />MAXIMUM (24" O.C. SHOWN) <br />naMr P.E. Na 4WS2 <br />EMMBEDMENT INTO 2X STUBS) <br />(INSTALLATION ANCHOREMBEDMENT <br />INTO SHEATHING) <br />1143 <br />11,13 <br />5,56 556 <br />;L0.050 <br />SURFACE EXPOSE it 1/8" <br />(DQD6 RICHMOND PANEL/D6 ASHBURY <br />DRAVUG ND, VSML-0800 PRUWCT NQ M-VASHD <br />BILL OF MATERIALS <br />ITEM <br />DESCRIPTION <br />MATERIAL <br />1 <br />KAYCAN D6 RICHMOND SIDING <br />VINYL (PVC) <br />2 <br />KAYCAN D6 ASHBURY SIDING <br />VINYL (PVC) <br />3 <br />KAYCAN STARTER STRIP <br />VINYL (PVC) <br />4 <br />KAYCAN J-CHANNEL <br />VINYL (PVC) <br />5 <br />INSTALLATION ANCHOR: 0.14" DIA. x 1-1/2" LONG RING SHANK <br />ROOFING NAIL WITH 0.40" DIA. HEAD MIN. <br />GALV. STEEL OR <br />STAINLESS STEEL <br />EXTERIOR <br />2 x 4 STUDS MINIMUM, <br />SEE GENERAL NOTES 3, 6 AND 7 ON SHEET 1. <br />INTERIOR <br />7/16" PLYWOOD/OSB SHEATHING MINIMUM. <br />SEE GENERAL NOTE 7 ON SHEET 1. <br />WATER RESISTIVE BARRIER. <br />SEE GENERAL NOTE 8 ON SHEET 1. <br />INSTALLATION ANCHOR SPACING. <br />11.13' VERTICAL SPACING (SHOWN). <br />FOR HORIZONTAL SPACING, <br />SEE TABLE AT RIGHT. <br />HORIZONTAL ANCHOR SPACING (IN) <br />16" O.C. 2X STUD <br />SIDING <br />-COMPONENT <br />SUBSTRATE <br />SPACING (IN) <br />D6 VINYL SIDING <br />MIN. 7/16" PLYWOOD/OSS <br />AND 2X STUD <br />16 <br />STRIP <br />STARTER $T <br />MIN. 7/16" PLYWOOD/OSB (2X STUDS > 16" O.C. <br />O6 VINYL SWIG <br />TAN. 7/16" PLYWOOD/058 <br />ONLY <br />L-_� <br />STARTER SFRIP <br />VERTICAL ANCHOR SPACING (IN) <br />16" O.C. 2X STUD <br />SIDING <br />COMPONENT <br />SUBSTRATE <br />SPACING (IN) <br />06 VINYL SIDING <br />MIN. 7/18' PLYWOOD/OMB <br />AND 2X STUD <br />11.13 <br />J-CHANNEL <br />i6 <br />MIN. MIS" PLYWOOD/OSB (2X STUDS > 16" O.C. <br />D6 VINYL SIDING <br />MIN,7/18" PLYWOOD/OMB <br />ONLY <br />11.13 <br />J-CHANNEL <br />S <br />' INTERIOR <br />1 2 D6 VINYL SIDING 1 2 D6 VINYL SIDING = INSTALLATION ANCHOR O <br />INSTALLATION ANCHOR O <br />16" VERTICAL ON CENTER <br />SPACING - 2X STUD EMB. <br />EXTERIOR ( 8" VERTICAL ON CENTER <br />Ir SPACING - MIN. 7/16" SHEATHING <br />ALUMINUM STARTER STRIP O <br />OVINYL J-CHANNEL USED 4' MAX. <br />AS VERTICAL TRIM <br />3O ALUMINUM STARTER STRIP D6 INSTALLATION <br />D6 INSTALLATION J-CHANNEL VERTICAL TRIM <br />ALUMINUM STARTER STRIP SEE ALUMINUM STARTER STRIP INSTALLATION <br />FOR ATIDTIONAL DETAILS <br />Robert J. APpmeb, P. <br />FiWk P.E Nov 49752 <br />ranee J. M,wuw. PE <br />R.W. P.E. W. 070 <br />1IJ <br />1 2 3 <br />5 c <br />® SIDING PANEL OVERLAP ULU <br />ID <br />S t <br />® 8" MAX. O.C. SPACING ID u <br />®® 16' MAX. STUD SPACING TYPICAL <br />won O <br />O��Q o00 oi..z°° <br />0.15" �KE <br />y <br />Q R <br />U <br />a;1 <br />OPTION 2 ANCHORING <br />TYPICAL INSTALLATION DETAIL <br />(IS NOT EXACT PROFILE REPRESENTATION OF D6 SIDING) <br />Rabat J. Amaoso. P.E. <br />Fbrba P.E. No. 49152 <br />