|
in , , , "I , , . I I
<br />PRODUCT APPROVAL SPECIFICATION SHEET
<br />Its 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 />ocal 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 />Approvall Number(s)
<br />Test Pressures,
<br />1. EXTERIOR DOORS
<br />IThermaTru
<br />A. SWNGING
<br />Plastpro Inc./ Nanya Plastics
<br />Distinction Fiberglass Entry Doors
<br />FL6184-Rl
<br />+65.0/-65.0 psf
<br />Smooth Star/Fiber-Classic
<br />FL8838-Rl
<br />+55.0/-55.0 psf
<br />ThermaTnu
<br />Smooth Star/Fiber-Classic
<br />FL1 2441
<br />+47.0/-47.0 psf
<br />B. SLIDING
<br />General Aluminum Company
<br />Series 420/430
<br />FL1 2274
<br />+40.0/-40.0 psf
<br />C. SECTIONAL
<br />Clopay Building Products
<br />Residential WndCode 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)n wind speeds over �20 mph)
<br />Clopay Building Products
<br />Residential \AAndCode Doors W6 (8X7)
<br />FL5675-R3
<br />+37.0/-41.0 psf
<br />(used in wind speeds over 120 mph)
<br />Clopay Building Products
<br />Residential V\AndCode Doors \A16 (16X7)
<br />FL5675-R3
<br />+37.01-37.0 psf
<br />Amarr Garage Doors
<br />Model #500 Classica (8x7)
<br />FL5427-R2
<br />+40.11-47.4 psf
<br />Amarr Garage Doors
<br />Model #500 Classica (1 6x7)
<br />FL5427-R2
<br />+38.4/-43.7 psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (W)
<br />FL5302-Rl
<br />+40.1/l psf
<br />Amarr Garage Doors
<br />Model #600 Stratford (1 6x7)
<br />FL5302-Rl
<br />+38.4/-43.7 psf
<br />D. OTHER
<br />Z WINDOWS
<br />A. SINGLE HUNG
<br />General Aluminum Com any
<br />Series 155011570
<br />+47.2/-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 />+40.0/1 psf
<br />D. MULLION
<br />General Aluminum Company
<br />1445, 5347 and 5547 Vertical Mullion
<br />FL8905-Rl
<br />N/A
<br />E. OTHER
<br />3. PANEL WALL
<br />A. SIDING
<br />Alside
<br />Coventry Vinyl Siding
<br />FL12103
<br />+86.5/-86.5 psf
<br />B. SOFFITS
<br />Kaycan Ltd.
<br />12'716" Vented Soffit
<br />FL12199
<br />+70.0/-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 />N/A
<br />B. UNDERLAYMENTS
<br />C. ROOFING FASTENERS
<br />D. ROOF VENTILATORS
<br />Southeastern Metal
<br />Weather Vent
<br />FL11024
<br />NIA
<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 />+ 104.0/-104. 0 p sf
<br />&STRUCTURAL
<br />COMPONENTS
<br />A. \/VOOD 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 />N/A
<br />C. ENGINEERED LUMBER
<br />Boise Eng. Wood Prod.
<br />Versa -Lam SP
<br />FL1644-R2
<br />N/A
<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 />N/A
<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 />FL1774-R2
<br />NIA
<br />Powers Steel, Inc.
<br />Power Box Lintels
<br />FL6264-Rl
<br />N/A
<br />The products listed below did not demonstrate product approval at plan revievil 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 />FSinmpson & USP Cross Over Chart with Florida
<br />Product Approval Numbers
<br />Simpson Produ
<br />Number
<br />E I
<br />Florida Product
<br />Approval
<br />Number I
<br />Product Description
<br />USP Product
<br />Number
<br />I
<br />Florida Product
<br />Approval
<br />I Number
<br />A34
<br />FLI 0446
<br />Framing Anchor
<br />MP3
<br />FL822-Rl
<br />ABU44
<br />FLI 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-Rl
<br />HDQ8-SDS3
<br />FL1 0441
<br />Holddown
<br />UPHD8
<br />FL817-Rl
<br />HETA1 6
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA1 6
<br />FL821-R1
<br />HETA20
<br />FL1 1473
<br />Embedded Truss Anchor
<br />HTA20
<br />FL821-Rl
<br />HGUS210-2
<br />FL1 1468
<br />Truss Hanger
<br />THDH210-2
<br />FL821-Rl
<br />HHETA40
<br />FL1 1473
<br />Embedded Truss Archor
<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 />FL10667
<br />TF I -Joist Hanger
<br />THO
<br />FL815-Rl
<br />IUT
<br />FL1 0531
<br />I -Joist Hanger
<br />THF
<br />FL815-Rl
<br />LGT2
<br />FL1 1470
<br />Light Girder Tiedown
<br />LILIGT2
<br />FL817-Rl
<br />LSSU210-2
<br />FL1 0447
<br />Slopable/Skewable Hanger
<br />LSSH31
<br />FL816-Rl
<br />LSSU28
<br />FLI 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-Rl
<br />LSTA36
<br />FL1 0852
<br />Strap Tie
<br />LSTA36
<br />FL816-Rl
<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 />LTW1 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 />FL1 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 />MTW1 6
<br />FL820-R2
<br />MTS18
<br />FL1 0456
<br />Twist Strap
<br />MTW18
<br />FL820-R2
<br />MTS20
<br />FLI 0456
<br />Twist Strap
<br />MTW20
<br />FL820-R2
<br />MTS30
<br />FLI 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 />Spill
<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 />FL1 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 IFL2355-R3
<br />Titen Anchor
<br />I
<br />I
<br />Installing soffit and fascia
<br />Please note: Although vinyl soffirs are manufactured with the same exacting
<br />standards as all vinyl products ' UV Inhibitors are not added to the vq formulation
<br />as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal
<br />installation of soffits on walls is not recommended and cannot be guaranteed,
<br />fascia,
<br />Installing trim - Option A testis
<br />When fascia is applied without exposed nailing,
<br />With open eave: Secure F-chanoel to the exterior of the fascia with the top leg
<br />rest rig ag airst the bottom of the board. Secure F-channel on wall, level with the
<br />F-cha nnel on the fascia.
<br />60
<br />With dosed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A
<br />channels every 12" on center, in center of nail slots.
<br />Installing trim - Option B we
<br />When sold only is applied, or when fascia panel is secured to underside fascia
<br />of wood fascia. "I
<br />i chat"
<br />With open eave: Secure F-channel to the wall and to the inside of the fascia board,
<br />level with each other. Cut out back of channel to fit around rafters, if needed.
<br />With closed save: Substitute J-channals for the F-channels. f-cheraw Will wag
<br />Secure all channels in the center of the nail slots, 12"on center. Option B
<br />ir,ialling soffit
<br />I Measure the distance between the inside of the inside and outside trims. Allow
<br />V4* per side for expansion and cut the panels to Length Insert panels into trims.
<br />For eaves over 18" 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 Diagionall trim use
<br />o(the overhang to property finish the installation.
<br />4. When soffits rineef at a comer, the joint can either be diagonal (mitered) or square
<br />(both illustrated). Both methods are made with J-channel or H-channel.
<br />7,
<br />Straight trim use
<br />KAYCAAf-
<br />ICC-ES Evaluation Report ESR-1495
<br />Reissued November 1, 2008
<br />This report is subject to re-examination in two years.
<br />vinfirwAcc-es.org 1(800)423-6587 1(562)69"543 A Subsidiary of the International Code Coun 711M
<br />DIVISIO :07-THERMAL AND MOISTURE PROTECTION
<br />Sacticin�17460- Siding
<br />REPORT HOLDER:
<br />KAYCAN LTD.
<br />ONE MEMORIAL DRIVE
<br />RICH FORD, VERMONT 05476
<br />(802) 848-7010
<br />www.kaycan.com
<br />EVALUATION SUBJECT:
<br />KAYCAN PVC SIDING
<br />1.0 EVALUATION SCOPE
<br />Compliance with the following codes:
<br />2006 International Building Codes (113C)
<br />2006 International Residential Code" (IRC)
<br />in 1997 Uniform Building Code- (UBC)
<br />BOCAO National Building Code/1909 (BNBC)
<br />1999 Standard Building Codec(SBC)
<br />Properties evaluated:
<br />• Exterior veneer
<br />• Wind resistance
<br />2.0 USES
<br />Kayran PVC Siding is used as an exterior veneer and as
<br />closure material an 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 />a a soffit. The siding has a plain- or woDd-grain texture and Is
<br />available in various colors with matching trim, comers, and
<br />starter strips. The panels are a minimum of 0.040 inch (1 mm)
<br />th ick. Lengths range from 10 to 12.5 feet (3048 to 38 10 mm),
<br />Panel are formed with an upper edge having nail slots and a
<br />I ower:dge 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 />I astallation of the siding, including the panels, comers, starter
<br />strips, trim and other accessory 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 manufacturees published installation instructions
<br />and this report, this report shall govern. A copy of the
<br />manuffacturer's published installation instructions shall be on
<br />the jobsite 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. Sea Section 4.2 for
<br />applications in excess of the prescriptive requirements or
<br />where the applicable code 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 IBC, SBC, UBC or BNBC or Section
<br />301.2.1.1 ofthe IRC. In areaswhere the basic wind speed (3-
<br />second gust do not exceed 100 mph (46 mill [80 miles per
<br />hour (36 m/s) (fastest mile) under the UBC], and the building
<br />height is less than or equal to 40 feet (12 192 mm) in
<br />Exposure C areas, installation must comply with the
<br />prescriptive requirements of IBC Section 1405.13, BNSC
<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 basicwind speed (3-second gust) is lessthan
<br />110 mph (49 nits) in Exposure B, and does not exceed 90
<br />mph (40 irds) in Exposure C or 85 mph (37 rnirs) 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) uoder the UBC] when
<br />attached to a code -complying, minimum 'I. -inch -thick (10
<br />mm), structural -rated OSB sheathing. The siding shall be
<br />attached with 111,-inch-long (38 mm), 'le -inch -diameter -head
<br />(10 mm),'/ii-inch-cliameter-shank (3 mm), corrosion-resistarl
<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 />n-;tLw1,wtv, Rpmts we nm to be �,d=re;iwgwwkd- - -
<br />JIM
<br />Copynght02008 Page I of 2
<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 torn 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 it* 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 11/2" tab to be inserted into overlapping panel.
<br />2. Overlap 3/4" (halfthe distance of the notch).
<br />Capping fascia
<br />To make corner caps, cut a piece of vinyt fasda that is 5 112" 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 saamer or metal straightedge to fold fascia piece
<br />to
<br />along vertical centerline make a right-angled corner,
<br />'Cat,
<br />4. Using a snap -lock punch, make
<br />labs just below the top edge of the
<br />comer cap, making sure that tabs i'\J 1,
<br />face outward. Install comer cap by
<br />locking the bottom over the existing
<br />F-channel and snapping the top
<br />edge into the undersill trim.
<br />KAYCAN-
<br />ESR-1495 I Most Wdely Accepted and Trusted
<br />Wirid resistance of the soffit panels is outside the scope of
<br />this report.
<br />5.0 CONDITIONS OF USE
<br />TheKaycan PVC Siding described in this report complies with,
<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 aiding is limited to installations on buildings ofType
<br />V-8 (IBC), Type 56 (EINBC), Type V1 (SBC), and Type
<br />V-N (UBC) construction. and to construction 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 of the applicable code.
<br />5.3 The siding shall be installed only or) 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 />w4ersill lin.
<br />N
<br />news ve
<br />117F-d"d
<br />Fascia installation
<br />VC overlap
<br />notch
<br />Fascia overlapping
<br />Fascia capping
<br />Page 2 orf 2
<br />5.4 The siding ismanufactured in Richford, Vermont. under
<br />a quality control program with inspections by
<br />Architectural Testing Inc. (AA,676).
<br />6.0 EVIDENCE SUBMITTED
<br />6.1 Manufacturer's published installation instructions.
<br />5.2 Data in accordance with the ICC-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 Kaycan PVC Siding described in this report shall be
<br />identified by a stamp bearing the Kaycan Ltd. name andior
<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 SIDING
<br />- MODEL
<br />PROFILE
<br />LENGTH
<br />Board & Batten
<br />Single 7 Inch Vertical
<br />10, - 0"
<br />D-4 Avant)
<br />Double 4 inch Horizontal Dutch Lalp
<br />12'- 6"
<br />D-4 Marquis
<br />Double 4 inch Horizontal
<br />12'- 5"
<br />0-5 Contessa
<br />Double 5 inch Horizontal
<br />12'- T
<br />D-5 Elegance
<br />Double 5 inch Horizontal Dutch Lap
<br />12'- 0"
<br />D-5 Vertical
<br />Double 5 inch Vertical
<br />10' - o"
<br />Lewiston
<br />Double 4.5 inch Horizontal
<br />12'- 0'
<br />Newpon
<br />Single 61, inch Horizontal
<br />110* - o"
<br />Ocean Park Bevel
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />Oosan Park Cove
<br />Double 4.5 inch Horizontal
<br />12'- 0"
<br />-Platinum Series D4
<br />Double 4 inch Horizontal
<br />12'- 6'
<br />num Series D-4 Dutch Lap
<br />Double 4 inch Horizontal Dutch Lap
<br />12'- 6"
<br />Plain- Series T-3
<br />Triple 3 inch Honzo�tal
<br />12' - 0"
<br />Provei
<br />Double 4.5 inch Horizontal
<br />12'- tr
<br />Sierra
<br />Double 4.5 Horizontal
<br />1 2'- 0'
<br />T-3 Classic
<br />Triple 3 inch Horizontal Dutch Lap
<br />12'- 0'
<br />T-3 Horizontal
<br />Triple 3 inch Horizontal
<br />lZ - o"
<br />verrted 8"
<br />Double 4 inch Perforated Soffit
<br />12'- 0'
<br />Vented fir
<br />ouble 5 inc Perforated Soffit
<br />IZ - o"
<br />solid 10"
<br />Double 5 inch Solid Saffit
<br />1Z - o"
<br />CenterVented 12*/Soild 12"
<br />Triple 4 inch Partially Perforated Soffit
<br />iT- 6'
<br />Vented 16*
<br />Quadruple 4 inch Perforated Soffit
<br />12'- T
<br />Solid 16"
<br />-inch Solid Soffit
<br />1CC EVALUATION SERVICE, INC.
<br />Evaluate - Inforin a ProtecE
<br />717-a46-3747 Fax 717-846-0355
<br />717-846-3747 Fax 717-946-0355
<br />HR
<br />'601
<br />L,,,, Anfrci� timiness/Relionak Office - 5360 Work- Mill Road - WhicumN. CA 9L
<br />(562) 699-0543 ph,,.L- - (562) 695-4694 fx IN-
<br />HIR Engineering, Inc.
<br />HR Engineering, Inc.
<br />Certification of Independence for Evaluation
<br />1418 E. Market St., Suite B
<br />1418 E. Market St. Suite 8
<br />York, PA 17403
<br />York, PA 17403
<br />ICC Evaluation Stervice, Inc.
<br />21 jantiiry 2OU-,
<br />(1) ICC Evalualtion Service, Inc.. does not have, nor does it intend to acquire or will it acquire,
<br />Nick Thompson, Product Manager- Siding & Metats
<br />22 Jartuary 2(-.-C)9
<br />a financial interest in any company manufacturing or distributing products for which
<br />A,;c;ocifi'ecl Ma�enals, LLC
<br />evaluations are issued.
<br />.177.1 State Rnad
<br />'l,,A Bonwn, P.F:.. Adulinistialor,
<br />C,,iyahogii Falls, Chio 44223
<br />F!orida Builcliq, Code Commission
<br />(2) ICC Evaluallion Service, Inc., is riot owned, operated or controlled by any company
<br />1,�d Beiman and Associatus. LLC.
<br />manufacturing or distributing products it evaluates.
<br />RE: Florida Evaluation, Coventry Vinyl Siding, FSC 2007
<br />925 41�'Stieo.�. Stj.tc, 104
<br />(3) ICC Evalualtion Service, Inc., does not have, nor will acquire, a fine ncial interest in any
<br />M iami Beach, Florida 33 [40
<br />company manufacturing or distributing products for which reports are being issued.
<br />Dcat Mi.Thompson;
<br />(4) ICC Evaluation Service, Inc.,doesnot have. norivillacquire, afinancial interestinany
<br />Th c followitia Associated Materials vinvi �iding prnoij�r: ((:i-,crtry has becii -os(ed and
<br />RE- (:�,.rtilicattori of lndepcndenr.�
<br />other entity involved in the approval process of ft product.
<br />a r. A D 3-679
<br />Ivzod in cnnF0rman,:e With ASTM I , -05 as rcquired Iny Fioridi Buitding Code
<br />2007, paragraphs 1404.9 and 140,:;.13, plus Flolida Residential Code 200", paragraph
<br />7`3 � i Structual testing to AST�l 1) 5206. a� rv�lu ircd b% AS FNI D 3679. was dont, at
<br />13erman:
<br />Archtlectural Tes!iT10, Inc. and is repoited in 77945.01-109-41]) and 8253 , .01-109-40
<br />- President
<br />was done tor Alside, Inc.. which is owned
<br />In conformance with Rule 9B-72.110. F.A.C. for Certification of
<br />ICC Evaluedon Service, Irtc.
<br />Coventry vinyl iding is pruduce� :it 5 configuratiuns. Doub'e F', Double S" Du(.ch!3p,
<br />1t1dk,PelideR(:e' . I offe, (tic fullokvin,. I arr it tegi,,iered professional crgineer in the stme
<br />Double 4", Diouble 4" Dutchlap, and 'I'liple 3" ' all with a Lhickness of 0.042" A
<br />of Florida wi:h licenso. nunihcr 19354. 1 work in a twu person consultitip, structurat
<br />si-reng,theninc, 'ea4lre Of thi!� product is tha it has a "it-illod CA r. 111"01 ", which fol a
<br />�ngineerifii! firin, HR Lnoineering. Ific.", of which I am che rnaiority owner.
<br />double thickness at the, nail hern ed.-e.
<br />In iny work perfurming art ev-Aluati(DTI, I do not havt�, our will I acquire. a firiancial
<br />i have pel -i cumbinarion oi iationi)i and :umparhiivv cin �his pToduct,
<br />i,,toiesl in any compan.v nianufacturing o, distribUttrig piodUCTS for which the ieports are.
<br />which includes the mail requirernents of Annex A1.2A in ASTM D 3679
<br />heir". Issued.
<br />installation rnwm he w�er 518" minin-turn. nailaKe, ;heathing (,.r 1/2" minvinurn plywood.
<br />Ir.sLallation fasteriets inus( bt, roofing nail-, with 3/,_�" dianieter hcad. 118" diameter sliarik,
<br />It: mY work perIoTinin ' v, art cvaii.j6tiori. I d(i riot hive, rior will I acquire. j finduicial
<br />The all(
<br />and a minimurn length of 1-5i6', _)wable design wind Pressuies tor all 5
<br />:ilures. ri aov olcr ontity in�cilver. in the �,pprjvitl process of t�iv product.
<br />confi gu rations including Double 5", Doubic 5 DLitchlap, Dou�,In. 4", Douhl_-, 4"
<br />Dutchlap, and Triple 3" are -Y-1 73 psf for 8" stud spacing. +i- 1 15.3 Insf for i 2' Stud
<br />I t-u�;t that this is suffIcient fo! i�he Florida Buitdir,.� Codt! Commission*s requircments.
<br />spacing, and +/-86.5 psf for 16" spacing In order. to achie,�e these pressures, all
<br />trk!le nre an" cl,iostions abOLit this certitication of ;ndependence. of if anithing additional
<br />�vuds must h3ve nails ir. !herii and all rails must he in �LLJCIS.
<br />i,� roqwred, plew�, advi,;o me.
<br />The ;ibnve. vitittes can be compared directly to the- requirftd wind loads in Chapte.r 16 ot
<br />Sin,7erely ' yours
<br />[lie F�orida Building Code. I 'rusc that th;s information i�i suff:c:erit to,- Lhe pr3lect needs�
<br />HR Enf,meelin.;�, 111C.
<br />If there are any questions about this repoil., of i( anything, zddlLi01141 is required, please
<br />adwse me.
<br />Sincerely yours;
<br />Allen N Reeves, [I.E.
<br />Ch:ef En-ineer
<br />gloed cillike 1360 W�wke M di Road. Wb,ttwl. C.14-13 W601 (561) 6904543
<br />R.gi-A Off.. M M-1m, R-L S A. Al.W- 35213 599.91100
<br />Allen N. Reeves, RE.
<br />A,-NR:anr
<br />lte,19 office 4031 Weee M.- 16-1. r--. C1.1, H-16,111- 6043 (703) 799.1305
<br />:
<br />Structoral En.-il ANP:anr
<br />Cc. Associated �.Iate. s� LLC
<br />Florida License -No. 19354 Cc: 09010005
<br />090 1 LIU05
<br />4A X
<br />C/)
<br />C13
<br />(D
<br />>
<br />0
<br />0-
<br />0
<br />CL
<br />0
<br />co
<br />CM
<br />0
<br />C/)
<br />=
<br />0)
<br />=3
<br />0
<br />Q
<br />-cu
<br />-0
<br />=
<br />0
<br />0
<br />a)
<br />0
<br />a-
<br />a
<br />3:
<br />-0
<br />CU
<br />0
<br />&--o
<br />CID
<br />0
<br />co
<br />>
<br />Cn
<br />-0
<br />E
<br />0
<br />CD_
<br />.cn
<br />Cn
<br />CU
<br />41-0
<br />A
<br />1 04
<br />490s"Zi
<br />W%
<br />W
<br />(D
<br />E
<br />Clio
<br />U)
<br />>
<br />C>0
<br />0
<br />0
<br />L_
<br />C1.
<br />0
<br />0 L_
<br />U)
<br />ICU
<br />ui
<br />_J
<br />01-
<br />SHEET NO.
<br />PA 1.0
<br />02 7J
<br />T1_
<br />00
<br />CD
<br />CD
<br />CD
<br />co
<br />T`_
<br />U")
<br />Ir-
<br />
|