|
0
<br />PRODUCT APPROVAL SPECIFICATION SHEET
<br />ks required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building
<br />:omponents listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your
<br />Dcal product supplier should you not know the product approval number for any of the applicable listed products.
<br />Category/Subcategory
<br />Manufacturer
<br />Product Description
<br />Approval umber(s)
<br />Test Pressures
<br />T
<br />1. EXTERIOR DOORS
<br />A. SVMNGING
<br />Plastpro Irli Nanya Plastics
<br />Distinction Fiberglass Entry Doors
<br />FL6184-Rl
<br />+65.0/-65.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL8838-Rl
<br />+55.01-55.0 psf
<br />ThermaTru
<br />Smooth Star/Fiber-Classic
<br />FL12441
<br />+47.0/-47.0 psf
<br />B. SLIDING
<br />General Aluminum Company
<br />Series 420/430
<br />FL12274
<br />+40.0/-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Products
<br />Residential V'AndCode Doors W5 (8X7)
<br />FL5675-R3
<br />+30.0/-32.0 psf
<br />Clopay Building Products
<br />Residential V'AndCode Doors W5 (16X7)
<br />FL5675-R3
<br />+30.0/-30.0 psf
<br />(used in wir�d speeds over � 20 mph)
<br />Clopay Building Products
<br />Residential \MndCode Doors W6 (8X7)
<br />FL5675-R3
<br />+37.0/-41.0 psf
<br />(useci in N., ncl speec�5 over 120 MpP)
<br />Clopay Building Products
<br />Residential V'AndCode Doors W6 (16X7)
<br />FL5675-R3
<br />+37.0/-37.0 psf
<br />Amarr Garage Doors
<br />Model #500 Classical (8x7)
<br />FL5427-R2
<br />+40.1/-47.4 psf
<br />Amarr Garage Doors
<br />Model #500 Cl assi ca (1 6x7)
<br />FL5427-R2
<br />+38.41-43.7 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (8x7)
<br />FL5302-Rl
<br />+40.1/-47.4 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (1 6x7)
<br />FL5302-Rl
<br />+38.41-43.7 psf
<br />D. OTHER
<br />2. WINDOWS
<br />A. SINGLE HUNG
<br />General Aluminum Company
<br />Series 1550/1570
<br />FL14412
<br />+47.21-50.0 psf
<br />General Aluminum Company
<br />Series 1900/1970
<br />FL12968
<br />+40.0/-40.0 psf
<br />B. HORIZONTAL SLIDER
<br />General Aluminum Company
<br />2800 Series
<br />FL12989
<br />+40.0/-40.0 psf
<br />C. FIXED
<br />General Aluminum Company
<br />Series 1550/1570
<br />FL13199
<br />+40.0/-40.0 psf
<br />General Aluminum Company
<br />Series 1900/1970
<br />FL13199
<br />+40.0/-40.0 psf
<br />D. MULLION
<br />General Aluminum Company
<br />1445, 5347 and 5547 Vertical Mullion
<br />FL8905-Rl
<br />NIA
<br />E. OTHER
<br />3. PANELWALL
<br />A. SIDING
<br />Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+86.51-86.5 psf
<br />B. SOFFITS
<br />Kaycan Ltd.
<br />12"M 6" Vented Soffit
<br />FL12199
<br />+70.01-70.0 psf
<br />C. OTHER
<br />4. ROOFING PRODUCTS
<br />A. ASPHALT SHINGLES
<br />Certain Teed Corporation
<br />CT20 (and AR), Landmark 30/40 (and AR),
<br />XT25 (and AR), XT30 (and AR)
<br />FL5444-R2
<br />NIA
<br />B. UNDERLAYMENTS
<br />C. ROOFING FASTENERS
<br />D. ROOF VENTILATORS
<br />Southeastern Metal
<br />Weather Vent
<br />FL11024
<br />N/A
<br />Florida Metal Products, Inc
<br />Vent RV10
<br />FL2075-R4
<br />N/A
<br />E. ROOFING TILES
<br />F. ROOF TILE ADHESIVE
<br />G. OTHER
<br />5. SHUTTERS
<br />A. STORM PANELS
<br />Metal Tech, Inc
<br />Galvanized Steel Storm Panels
<br />FL722-R2
<br />+103.0/-103.0 psf
<br />Alufab
<br />Galvanized Steel Storm Panels
<br />FL4804-R2
<br />+ 104.01-104. 0 p sf
<br />6. STRUCTURAL
<br />COMPONENTS
<br />A. WOOD CONNECTORS/
<br />ANCHORS
<br />Simpson Strong -Tie
<br />see chart
<br />USP Structural Conn.
<br />see chart
<br />B. TRUSS PLATES
<br />MiTek Industries, Inc.
<br />Truss Plates
<br />FL2197-R3
<br />NIA
<br />C. ENGINEERED LUMBER
<br />Boise Eng. Wood Prod.
<br />Versa -Lam SP
<br />FL1644-R2
<br />NIA
<br />Boise Eng. Wood Prod.
<br />Wood I -Joists ALLJOIST
<br />FL1645-R2
<br />N/A
<br />D. MATERIAL
<br />FECP Corp. (Cast -Crete)
<br />High Strength Concrete Lintels
<br />FL158-R3
<br />NIA
<br />Wekiwa CP
<br />Pre -cast and Pre -Stressed Lintels
<br />FL1418-R2
<br />N/A
<br />Lott's CP
<br />Lintel
<br />FL12045
<br />N/A
<br />Commercial CP
<br />Precast & Prestressed Engineered Conc. Lintels
<br />IFL1774-R2
<br />N/A
<br />Powers Steel, Inc.
<br />Power Box Lintels
<br />N/A
<br />The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of
<br />these products, the following information must be available to the inspector on the Jobsite, 1) copy of the product approval, 2) the
<br />performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers
<br />installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated
<br />during inspection.
<br />APPLICANT SIGNATURE
<br />DATE
<br />7Simpson & USP Cross Over Chart with Florida
<br />Product Approval Numbers
<br />Simpson Produc
<br />Number
<br />Florida Product
<br />Approval
<br />Number
<br />Product Description
<br />I
<br />USP Product
<br />Number
<br />I
<br />Florida Product
<br />Approval
<br />I Number
<br />A34
<br />FL1 0446
<br />Framing Anchor
<br />MP34
<br />FL822-Rl
<br />ABU44
<br />FL1 0849
<br />Adjustable Post Base
<br />PAU44
<br />FL569-R3
<br />CS22
<br />FL1 0852
<br />Coil Strap Tie
<br />RS300
<br />FL822-Rl
<br />H3
<br />FL1 0456
<br />Hurricane Tie
<br />H10
<br />FL1 0456
<br />Hurricane Tie
<br />RT1 6
<br />FL565-R3
<br />H2.5
<br />FL1 0456
<br />Hurricane Tie
<br />RT7
<br />FL565-R3
<br />H6
<br />FL1 0456
<br />Hurricane Tie
<br />LFTA6
<br />FL820-R2
<br />HCP2
<br />FL1 0447
<br />Hip Corner Plate Connector
<br />HHCP2
<br />FL817-RI
<br />HDQ8-S DS3
<br />FL1 0441
<br />Holddown
<br />UPHD8
<br />FL817-RI
<br />HETA1 6
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA1 6
<br />FL821-Rl
<br />HETA20
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA20
<br />FL821 -R1
<br />HGUS210-2
<br />FL1 1468
<br />Truss Hanger
<br />THDH210-2
<br />FL821-RI
<br />HHETA40
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HSUR/L41 0
<br />FL1 0655
<br />Heavy Skewed U Hanger
<br />HTS16
<br />FL1 0456
<br />Heavy Truss Strap
<br />HTW16
<br />FL820-R2
<br />HTS20
<br />FL1 0456
<br />Heavy Truss Strap
<br />HTW20
<br />FL820-R2
<br />HTT16
<br />FL1 1496
<br />HD/Tension Tie
<br />HTT16
<br />FL821-Rl
<br />HTT22
<br />FL1 1496
<br />HD/Tension Tie
<br />HTT22
<br />FL821-Rl
<br />HUS41 0
<br />FL1 0531
<br />Joist Hanger
<br />HUS41 0
<br />FL821-Rl
<br />HUS412
<br />FL1 0531
<br />Joist Hanger
<br />HUS412
<br />FL821-Rl
<br />HUSC41 0
<br />FL1 0655
<br />Joist Hanger
<br />HUSC412
<br />FL1 0655
<br />Joist Hanger
<br />ITT
<br />FL1 0667
<br />TF kJoist Hanger
<br />THO
<br />FL815-Rl
<br />lUT
<br />FL1 0531
<br />I -Joist Hanger
<br />THF
<br />FL815-RI
<br />LGT2
<br />FL1 1470
<br />Light Girder Tiedown
<br />LILIGT2
<br />FL817-RI
<br />LSSU210-2
<br />FL1 0447
<br />Slopable/Skewable Hanger
<br />LSSH31
<br />FL816-RI
<br />LSSU28
<br />FL1 0447
<br />Slopable/Skewable Hanger
<br />LSTA12
<br />FL1 0852
<br />Strap Tie
<br />LSTA12
<br />FL816-Rl
<br />LSTA18
<br />FL1 0852
<br />Strap Tie
<br />LSTA18
<br />FL816-Rl
<br />LSTA30
<br />FL1 0852
<br />Strap Tie
<br />LSTA30
<br />FL816-RI
<br />LSTA36
<br />FL1 0852
<br />Strap Tie
<br />LSTA36
<br />FL816-RI
<br />LTS12
<br />FL1 0456
<br />Twist Strap
<br />LTW1 2
<br />FL820-R2
<br />LTS16
<br />FL1 0456
<br />Twist Strap
<br />LTW1 6
<br />FL820-R2
<br />LTS18
<br />FL1 0456
<br />Twist Strap
<br />LTW11 8
<br />FL820-R2
<br />LTS20
<br />FL1 0456
<br />Twist Strap
<br />LTW20
<br />FL820-R2
<br />LTT19
<br />FL1 1496
<br />Tension Tie
<br />LTS19
<br />FL822-Rl
<br />LTT20B
<br />FL1 1496
<br />Tension Tie
<br />LTS20B
<br />FL822-Rl
<br />LUS26
<br />FL1 0655
<br />Joist Hanger
<br />JUS26
<br />FL821-Rl
<br />LUS414
<br />FL1 0655
<br />Joist Hanger
<br />JUS414
<br />FL821-Rl
<br />MBHA3.56/11.88
<br />FL1 0866
<br />Masonry Beam Hanger
<br />NFM35X1 178U
<br />FL578-R2
<br />META22
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA24-18
<br />FL859-Rl
<br />MGT
<br />FL1 1470
<br />Medium Girder Tiedown
<br />MUGT-15
<br />FL1 1910
<br />MST48
<br />FL1 0852
<br />Strap Tie
<br />KST248
<br />FL822-Rl
<br />MST60
<br />FLI 0852
<br />Strap Tie
<br />KST260
<br />FL822-Rl
<br />MSTAM36
<br />FL1 1473
<br />Strap Tie for Masonry
<br />MTS12
<br />FL1 0456
<br />Twist Strap
<br />MTW12
<br />FL820-R2
<br />MTS16
<br />FL1 0456
<br />Twist Strap
<br />MTVV1 6
<br />FL820-R2
<br />MTS18
<br />FLI 0456
<br />Twist Strap
<br />MTVV1 8
<br />FL820-R2
<br />MTS20
<br />FL1 0456
<br />Twist Strap
<br />MTVV20
<br />FL820-R2
<br />MTS30
<br />FL1 0456
<br />Twist Strap
<br />MTW30
<br />FL820-R2
<br />Tension Tie
<br />MTS27B
<br />FL822-Rl
<br />PA51
<br />FL1 1476
<br />Foundation Strap
<br />TA51
<br />FL816-Rl
<br />Spi
<br />FL1 0456
<br />Stud Plate Tie
<br />SPT22
<br />FL817-Rl
<br />SP2
<br />FL1 0456
<br />Stud Plate Tie
<br />SPT24
<br />FL817-Rl
<br />SP4
<br />FLI 0456
<br />Stud Plate Tie
<br />SPT4
<br />FL821-Rl
<br />U24
<br />FL1 0655
<br />Face Mount Joist Hanger
<br />ET
<br />FL11506
<br />Epoxy
<br />HD Titen
<br />FL2355-R3
<br />Titen Anchor
<br />Installing soffit and fascia
<br />Please note: Although vinyl soffits are manufactured with the same exacti.�T,
<br />standards as all vinyl products; UV Inhibitors are not added to the vinyl formulafon
<br />as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal
<br />installation ofsoffits on walls is not recommended and cannot be guaranteed.
<br />fzb,-"a,
<br />Installing trim - Option A
<br />When fascia is applied without exposed nailing,
<br />With open eave: Secure F-channel to the exterior of the fascia with the top log
<br />resting against the bottom of the board. Secure F-channel on wall. level with the
<br />F-channel on the fascia.
<br />IN
<br />With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all
<br />Option A
<br />channels every 12" on center, in center of nail slots.
<br />Installing trim - Option B
<br />When soffit only is applied, or when fascia panel is secured to underside
<br />to"
<br />of wood fascia,
<br />With open eave: Secure F-channel to the wall and to the [nside of the fascia board,
<br />level with each other. Cut out back of cha n nel to fit arou Lid rafters, 1 f needed.
<br />With closed eave: Subsiftute J-channels for the F-chanriels.
<br />son Wall
<br />Secure all channels in the center of the nail slots, 12" on center.
<br />Option b
<br />h,i.a!Iing soffit
<br />1. Me sure the distance between the inside of the inside and outside trims, Allow
<br />114 per side for expansion and cut the panels to length. Insert panels into trims.
<br />For eaves over 113" in width, you will need to install intermediate nailing supports
<br />to keep the soffit from sagging.
<br />2. Interlock panels as you would vertical siding. Closed soffit can be secured every
<br />12" on center.
<br />3. When fascia panel is not being applied, use an F-channel or J-channel at corners
<br />Diagonal trim use
<br />of the overhang to properly finish the installation,
<br />4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square
<br />(both illustrated). Both methods are made with J-channel or H-channel.
<br />Straight trim use
<br />H"n W
<br />26 KAYCAIV-
<br />ICC-ES Evaluation Report ESR-1495
<br />Reissued November 1, 2008
<br />This report is subject to re-examination in two years.
<br />www.icc-es.org 1(800)423-6587 ](562)699-0543 A Subsidiary of the International Code CounciF
<br />DIVISION: 07-THERMAL AND MOISTURE PROTECTION
<br />Section: 07460- Siding
<br />REPORT HOLDER:
<br />KAYCAN LTD.
<br />ONE MEMORIAL DRIVE
<br />RICHFORD, VERMONT 05476
<br />(802) 848-7010
<br />www.kaycan.com
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC SIDING
<br />1.0 EVALUA11ON SCOPE
<br />Compliance with the following codes:
<br />* 2006 International Building Code (I BC)
<br />* 2006 International Residential Code (IRC)
<br />1997 Uniform Building Code- (U BC)
<br />BOCA' National Building Code/1999 (ENBC)
<br />1999 Standard Building Code' (SBC)
<br />Properties evaluated:
<br />• Exterior veneer
<br />• Wind resistance
<br />2.0 USES
<br />Kaycan PVC Siding is used as an exterior veneer and as
<br />closure material on the underside of exterior roof eaves
<br />(soffits) .
<br />3.0 DESCRIPTION
<br />Kaycan PVC Siding is horizontal and vertical lap siding and
<br />soffits manufactured from rigid polyvinyl chloride (PVC)
<br />conforming to the requirements of ASTM D 3679. The siding
<br />is used as an exterior wall covering over solid sheathing and
<br />as soffit. The siding has a plain- orwood-grain texture and is
<br />available in various colors with matching trim, corners, and
<br />starter strips. The panelsarea minimum of0.040 inch It mm)
<br />thick. Lengths range from 10to 12.5 feet(3048 to 3810 mm),
<br />Panels are formed with an upper edge having nail slots and a
<br />lower edge that hooks into the upper edge ofthe lower course.
<br />The siding is produced in different profiles as described in
<br />Table 1 of this report.
<br />4.0 INSTALLATION
<br />4.1 General;
<br />Installation ofthe siding, including the panels, comers, starter
<br />strips, trim and otheraccessory items, shall be in accordance
<br />with the manufacturer's published installation instructions, the
<br />applicable code and this report. In the event of a conflict
<br />between the manufacturer's published installation instructions
<br />and this report, this report shall govern, A copy of the
<br />manufactureir's published installation instructions shall be on
<br />the ]cbsite at all times during installation,
<br />Solid sheathing and a water -resistive barrier shall be
<br />provided behind the siding, as required by the applicable
<br />code
<br />The allowable wind loads are as noted in the prescriptive
<br />requirements of the applicable code, See Section 4.2 for
<br />applications in excess of the prescriptive requirements or
<br />where the applicable rode does not provide prescriptive
<br />requirements.
<br />4.2 Wind Resistace:
<br />Design wind pressures must be determined in accordance
<br />with Chapter 16 of the 113C, SEC. LJBC or BNEC or Section
<br />301,2,1,1 offine IRC. In areas where the basicwind speed (3-
<br />second gust do not exceed 100 mph (45 mls) [80 miles per
<br />hour (36 nals) (fastest mile) unner the UBC), and the building
<br />height is less than or equal to 40 feet (112 192 mm) in
<br />Exposure C areas, installation must comply with the
<br />prescriptive requirements of ISC Section 1405.13, BNBC
<br />Section 1406.3.3, SEC Section 1403.9 or UBC Section 1405,
<br />as applicable -
<br />In jurisdictions enforcing the IRC, installation much comply
<br />with the prescriptive requirements of IRC Section R703.4 for
<br />areaswhere the basicwjnd speed (3-second gust) is lessthan
<br />110 mph (49 m1s) in Exposure 13, and does not exceed 90
<br />mph (40 m/s) in Exposure 0 or 85 mph �37 "s) in Exposure
<br />D. For applications in excess ofthe prescriptive requirements,
<br />the design must be in accordance With IRC Section
<br />R301.2.1.1.
<br />For applications in excess of the prescriptive requirements,
<br />the Kaycan PVC Siding has an allowable negative wind load
<br />of 70 psf (3352 Pa) [44 psf (2107 Pa) under the UBC] when
<br />attached to a code -complying, minimum 31,-Inoh-thick (10
<br />mm), structural -rated 0313 sheathing- The siding shall be
<br />aftached with 1'1,-inch-long (3& mm), %-inch-cliameter-head
<br />(10 mm), 'l,-inch-diameter-shank (3 rem), corrosion -resistant
<br />roofing nails spaced 6 inches (152 mm) on center- The
<br />structural sheathing and framing to which the siding is
<br />attached are outside the scope of this report.
<br />Lam
<br />Copy,,Liht G 2008 Pas. 1 f 2
<br />717-84C-3747 Tlax 711446�02LB�
<br />71, 7-846-3747 -ax 717-84P,0355
<br />Ill Engineering, Inc.
<br />Ill Engineering, Inc.
<br />1418 E. Market S1, Suite B
<br />1418 E. Market St.- Suite 8
<br />York, PA 17,403
<br />York, PA 17403
<br />21 January 2009
<br />Nick Thompson, Product Matiager- Sidirig,& Metals
<br />222 January 2009
<br />Associ,,�-d Materials, LLC
<br />�173 State Road
<br />Ted P.E. Aclivulisll'atcr,
<br />Cuy,ahoga Falls, Ohio 44223
<br />Florida Buil.ding Code Cornaiissior.
<br />c!d Beinrian and Associ�aes, LLC.
<br />RE: Florida Evaluration, Coventry Vinyl Sidffig, F'AC 2007,
<br />9,��,, W' Str00% �uirc� 104
<br />Miami Beach, Floi ida 33140
<br />DQar Mr.Tl
<br />"J"he following As.�ociated Materials virivi siding product ' Ccwcnny has beer,. tested and
<br />REi Cer ti Fical Lori of lndependenc�c
<br />analyzed in con�orrnanoe with ASTA D 3679-05 as required by Florida Building Code
<br />2N)7, paragraph� 1404,9 arid 1405,13, plus Florida Residential CGr.e 2007, paragraph
<br />/03.11 strucLual le -sting to ASTA1 D 5:'ij(, a., requircd b� ASTM D '679, mras don, at
<br />Dear Mi. Berman-,
<br />Architectural Testin.g, Inc. and is reported ;n 77945.01-109-40 and 82537.01-109-40
<br />Tastini, was done for Alside, Inc.. which is owned bv A��srciated Mnil,_-FiaJ.�, f_U.
<br />-mance -.A.C. "Criteria for C-ertifi- f
<br />In confo( with Rule 9B-72,1 10, f o
<br />Coventry viryl siding is produced :In 5 configuratiom, D ouble 3", Double 5" Dutch'ap,
<br />lrldepeucielrce"� I offer [tie followiril�� I ary) a tegistered professional engineer Lot the state
<br />Double. 4", Double 41" Dutchlap, and Triple 3"� all with a thickness of 0.042" A
<br />of Floi -ida with license ounribc, 19354, f work in a two person co? sultinE stiuclur al
<br />strcrigthcring featureof'rhis productis that ithas a "iolled edge nail them", which foinis, a
<br />crigineerinp firni, "HR Engineering, Inc,". of which I an) the majority owner.
<br />double thickness at Che nail hem t�dge.
<br />In iny wurk performing an evaluatic,,n, I do nor have, nor will , � acquire, a financial
<br />ha%'L perfolraed a con-Lbination of iatioaal �,Ind compal alive. analyses on this pi0ouct,
<br />in Fly company nianufacturing ol clistril)oting products foi- which the reports are
<br />which includes the mandatory requirernents of Anncx A1.2.1 in AS'l M D 3679
<br />heing is.�ued.
<br />Installafintl Tnlst be over 5/8" mininium nifflatle sheathing or 112" mininnum p]Vw(-)Od.
<br />Inaallatiun fa&wners r-oust-beToofing, nails with 3.,8" dianieter riead, 1/8' diameter ��hank.
<br />In my woik per -forming air cvalmiiion, I do not have, nor will I acquire, a financial
<br />'arid a rairninnium len�-th of 1-5/8'. The allowable dessi-gri wind pressures for all 5
<br />mtef��,st ;L1 ally other entilly in-�olvcd Ln the, approval procoss of the produci�
<br />c.onfigumtions including Double 5", Dcstrble ')'* Duticldap, Double 4", Double 4"
<br />Dutclil&p., and Triple 3" are -i-173 psf for 9" SLud spacing. 15.3 psf for 12" Mod
<br />I nrst that Lhis is Sufficient Cor fhe Florida Buitdinl� CodL Cornrnission'� reqrri�rerntnts. If
<br />spacing, arid +1-86�5 psf for 16" stud spacing. In order to achieve these pressures, all
<br />ther,� are any,�_Iuestioiis abOUt this certification of independence, or if anyaiirr_� additional
<br />studs nneLCfisvc niafiv iJnL-ilierp and all nails must be in studs.
<br />is rejLli-ed PICrISE! Me,
<br />Tho above valites can be . cornpared directly La thre, required wind tonds, in Chapt,�.r 16 of
<br />Sincerely 'Yours
<br />the Florida Building Code, I trust that this information is. sufficient for the project needs.
<br />HR Engmeerin,,,, Inc.
<br />If there are an quesiions,about If I
<br />I y his report, or if anytbing ziddilional is required, please
<br />advise rae.
<br />Sincerely yours:
<br />At Reevps,.P.E.
<br />Chnef Engineer
<br />Allen N. Reevess, RE.
<br />'MNR:anr
<br />Structural Engineer ANR:am
<br />Cc: Asso�iatel Mauena',�, 1-1--
<br />Florida License No. 19354 Cc:09010005
<br />09010005
<br />X 2 Oft 91
<br />Installing soffit and fascia
<br />Installing fascia
<br />1 . Install an undersill trim at the top of the fascia board.
<br />2. Measure distance from the bottom of the F-channel to the top of the undersill trim,
<br />and then subtract 114' for clearance. Cut panel to width.
<br />3. Perforate the cut edge using snap -lock punch approximately every 8", ensuring the
<br />"tabs" face outward
<br />4. Hook the leg of the fascia panel over the F-channel, and snap the tabs into the
<br />undersill trim. If soffit is not being installed, hook the fascia directly over the
<br />fascia board.
<br />An alternative to snap -lock punch attachment is to slide the top of the fascia behind
<br />metal drip -edge,
<br />Overlapping fascia
<br />1. Overlap fascia by cutting the bottom edge of the underlaying panel, leaving
<br />a 1 112" tab to be inserted into overlapping panel.
<br />2. Overlap 3/4" (hafthe distance of the notch).
<br />Capping fascia
<br />To make corner caps, cut a piece ofvinyl fascra that is 5 1/2" long.
<br />1. Mark the vertical centerline on the back of the piece.
<br />2. Cut a 90' section of the bottom flange from the center, leaving a
<br />45' angle on either side.
<br />3, Use a hand seamer or metal straightedge to fold fascia piece
<br />along vertical centerline to make a right-angled corner.
<br />4 Using a snap -lock punch, make
<br />tabs lust below the to ad e of the
<br />rIAM11".
<br />xLe
<br />ef
<br />1114�
<br />I rf F-&-al
<br />Fascia installation
<br />Fascia overlapping
<br />wm-
<br />comer cap, making sure that tabs
<br />face outward, Install corner cap by r
<br />locking the bottom over the existing Fascia capping
<br />F-charinel and snapping the top
<br />edge into the undergill trim.
<br />KAYCAN-
<br />ESR-1495 I Most WidOyAccliated and Trusted
<br />Wind resistance of the soffit panels is outside the scope of
<br />this report.
<br />5.0 CONDITIONS OF USE
<br />The Kaycan PVC Siding described in this report complies Mth,
<br />or is a suitable alternative to what is specified in, those codes
<br />listed in Section 1.0 of this report, subject to the following
<br />conditions:
<br />5.1 The siding is limited to installations on buildings ofType
<br />V-B (113C), Type 5B (BNBC), Type V1 (SBC), and Type
<br />V-N (UBC) construction, and to constriction permitted
<br />by the IRC, as applicable.
<br />5.2 The exterior walls shall be braced or sheathed to resist
<br />racking loads with approved materials in accordance
<br />with ofthe applicable code.
<br />5.3 The siding shall be installed only on exterior walls over
<br />solid sheathing capable of resisting design wind
<br />pressures both positive and negative. The sheathing
<br />shall be covered with a water -resistive barrier, as
<br />required by the applicable code.
<br />Page 2 of 2
<br />5.4 The siding is manufactured in Richford, Vermont, under
<br />a quality control program with inspections by
<br />A rchitectural Testing Inc. (AA-676).
<br />6.0 EVIDENCE SUBMITTED
<br />6.1 Manufacturer's published installation instructions.
<br />6.2 Data in accordance with the ]CC -ES Evaluation
<br />Guideline for Vinyl Siding (AC37), dated October 2008,
<br />6.3 Quality documentation in accordance with the
<br />Acceptance Criteria for Quality Documentation (AC10).
<br />7.0 IDENTIFICATION
<br />The KayGan PVC Siding described in this report shall be
<br />identified by a stamp bearing the Kaycan Ltd- name and/or
<br />trademark, the product type, the statement 'Conforms to
<br />ASTM specification D 3679," the statement "Conforms to UBC
<br />Standard 14-2", the name of the inspection agency
<br />(Architectural Testing, Inc.), and the evaluation report number
<br />(ESR-1495).
<br />TABLE 1-KAYCAN PVC SMING
<br />mobEL
<br />PROFILE
<br />LENGTH
<br />Board & Batten
<br />Single 7 inch Vertical
<br />101-01,
<br />D-4 Avanti
<br />Double 4 inch H rizonl2l Dutch Lap
<br />12'-6"
<br />DA Marquis
<br />Double 4 inch Horizontal
<br />12'- 6"
<br />D-5 Contess.
<br />Double 5 inch Hori-tal
<br />12'- 0"
<br />D-5 Elegance
<br />Double 5 inch Horizontal Dutch Lap
<br />12'- 0"
<br />D-5 V-6-1
<br />Do-uble 6 inch Verti�l
<br />101-01,
<br />LeMston
<br />Double 4.5 inch Horizontal
<br />12'- U'
<br />Ne,poft
<br />Single 02 inch Horizontal
<br />10, - 0"
<br />Ocean Park Bevel
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />Ocean Park Cove
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />Platinum Series D-4
<br />Double 4 inch Horizontal
<br />12'- 6!'
<br />Platinum Series D-4 Dutch Lap
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- U'
<br />Platinum Series T-3
<br />Triple 3 inch Horizontal
<br />12'- 0'
<br />P-a
<br />Double 4.5 inch Horizontal
<br />12'- 0'
<br />Sierra
<br />Double 4.5 Horizontal
<br />12'- 0'
<br />T-3 Classic
<br />Triple 3 inch Ho�zontal Dutch Lap
<br />12'- 0"
<br />T-3 Horizontal
<br />Triple 3 inch Horizontal
<br />12'_01
<br />Ve.t.d 8"
<br />ouble 4 inch Perforated Soffit
<br />12'- 0'
<br />Vt�d 10'*
<br />Double 5 inch Perforated Soffit
<br />12'- 0'
<br />Solid 10"
<br />Double 5 inch Solid Soffit
<br />12' - 0"
<br />Center Vented 12"Ifolld 12"
<br />Triple 4 inch Partially Perforated Soffit
<br />1Z - 6�
<br />Vented 16"
<br />Quadmple 4 inch Perforated Soffit
<br />12' - Or
<br />Solid 16'
<br />Q ,Hrtipl, 'inch Solid Soffit
<br />12'- 0"
<br />ICC EVALUATION SERVICE, INC.
<br />Evaluate N Inforrn N ProrecE
<br />L. Aircl,� 13.iriilt�gi ... I Offl- - 5360 %1-d - Whiam, CA9C60t
<br />(562) 699-0543 l * (56Z) 695,4694 fax
<br />Certification of Independence for Evaluation
<br />IiX Evaluation Service, Inc.
<br />(1) ICC Evaluation Service, Inc., does not have, nor does it intend to acquire or will it acquire,
<br />a financial interest in any company manufacturing or distributing products for which
<br />evaluations are issued.
<br />(2) ICC Evaluation Service, Inc., is not owned, operated or controlled by any company
<br />manufacturing or distributing products it evaluates.
<br />(3) ICC Evaluation Service, Inc., does not have, nor will acquire, a financial interest in any
<br />company manufacturing or distributing products for which reports are being issued.
<br />(4) ICC Evaluation Service, Inc., does not have, nor YAII acquire, a financial interest in any
<br />other entity involved in the approval process of the product-
<br />;0Z 44_1 �
<br />jan Nosse - President
<br />ICG Evaluation Service, Inc.
<br />oai,. R-d. Wh.-I. Ud-, W601 (362) 699 4543
<br />35213 (205) 599M00
<br />offi.. : 900 M, Wr R-1. S.- 1, B--sh- Al-b
<br />Office 4051 C1,b Kill, Ill,.- 0476- (708) 799-2305
<br />27
<br />-0-0
<br />(D
<br />a)
<br />C_
<br />W
<br />-ca
<br />a)
<br />>
<br />0
<br />QD
<br />CL
<br />0
<br />a)
<br />CL
<br />0
<br />cu
<br />-0
<br />a)
<br />a)
<br />=3
<br />Clip
<br />-CZ
<br />Fn
<br />Q)
<br />-0
<br />0
<br />.0
<br />5
<br />�2
<br />a)
<br />0
<br />.0
<br />Li-
<br />CU
<br />-0-0
<br />C13
<br />%+-
<br />0
<br />C13
<br />>
<br />Cn
<br />-
<br />E
<br />a)
<br />LZ
<br />a)
<br />_&_0
<br />Cn
<br />CU
<br />co
<br />-6-0
<br />0 -
<br />-a
<br />Cn
<br /><
<br />Z
<br />LU
<br />Mi
<br />C/)
<br />N%
<br />C/)
<br />E
<br />40
<br />(D
<br />(1)
<br />C_
<br />CIO
<br />C/)
<br />>
<br />0
<br />L_
<br />2
<br />0-
<br />Al
<br />C)
<br />0 L_
<br />CL
<br />CU
<br />SHEET NO.
<br />PA 1.0
<br />
|