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772z SYV ,- %f' 1ic4C1 Q 7--GI'Y Alsr2019- ©Uq641 untrtcAk Code Compliance Research Report Total Quality.Assured. E Et �E CCRR-0128 OCT 2 2 2019 Issue Date: 10-08-2008 CITY OF ‘f lGA D Revision Date: 04-30-2019 BUILDING DIVISION Renewal Date: 04-23-2020 DIVISION:06 00 00—WOOD,PLASTICS AND COMPOSITES 1.3.TimberTech® Decking Planks are intended for use as Section:06 50 00—Structural Plastics a walking surface on exterior decks, balconies, porches, Section:06 53 00—Mastic Decking and walkways, including stairs in One- and Two-Family Dwellings regulated by the IRC and other construction REPORT HOLDER: types regulated by the IBC in accordance with IBC Section The AZEK®Company LLC 705.2.3 Combustible projects [1406.3], where fire- 894 Prairie Avenue resistance rated floor construction is not required for the Wilmington,Ohio 45177 OFFICE rOPV deck or balcony. (866)862-7832 www.azekco.cori 2.0 STATEMENT OF COMPLIANCE REPORT SUBJECT: Timbres® Decking Planks comply with the Codes listed in TimberTech®Decking Planks (Wood-Plastic Composite Deck Boards) Section 1.1,for the properties stated in Section 1.2 and uses DockSiderTM Plank stated in Section 1.3, when installed as described in this Legacy Solid Plank report, including the Conditions of Use stated in Section 6. Legacy Grooved Plank ReliaBoard Plank 3.0 DESCRIPTION Terrain Solid Plank Terrain Grooved Plank 3.1,Materials and Processes — DockSiderTM, ReliaBoard, Tropical Solid Plank and TwinFinisW Planks are composed of a solid, co- Tropical Grooved Plank extruded, fully capped, wood-plastic composite (WPC) TwinFinishe Solid Plank core with a WPC cap. Legacy, Terrain, and Tropical are 7winfinish®Grooved Plank composed of a solid, co-extruded, fully-capped, wood- plastic composite(WPC)core with a polymer cap. 1.0 SCOPE OF EVALUATION 3.2. Profiles — TimberTech" Decking Planks have a solid 1.1.This Research Report addresses compliance with the cross-section, solid cross-section with grooves, and following Codes: contoured cross-section profiles. See Table 2 for product 2018 and 2015 International Building Code®(IBC) descriptions and Figures 1 through 6. 2018 and 2015 International Residential Code®(IRC) 3.3. Walking Surface —The TimberTech® Decking Planks NOTE: This report references 2018 Code sections with are finished with a textured,embossed wood pattern. [2015]Code sections shown in brackets where they differ. 4.0 PERFORMANCE CHARACTERISTICS 1.2. TimberTech®Decking Planks have been evaluated for the following properties: 4.1. Uniform Live Load ratings are given in Table 1 for the Structural Performance corresponding deck boards and fasteners indicated. Durability Surface Burning 4.2. Deck boards used as stair treads are rated for the Decay Resistance code-prescribed concentrated load equal to 300 lb. when Termite Resistance installed with a maximum span indicated in Table 1. Deck 13110) 545 E.Algonquin Road •Arlington Heights • Illinois • 60005 intertek.com/building Intertek te Code Compliance Research Report CCRR-0128 Page 2 of 3 boards used as stair treads shall be installed in a minimum 6.3.Wu ah re Cequi and required dety ails Ise building official, f provided.engineering ring two span condition. calculations shall verify that the anchorage complies with 4.3. Wind Uplift Resistance ratings are given in Table 1 for the building code for the type of framing and condition of the corresponding deck boards and fasteners indicated. the supporting construction. 4.4.Materials used in the TimberTech") Decking Planks 6.4.Compatibility of the supporting construction have a flame spread index not greater than 200, when materials with all fasteners, metal post mount tested in accordance with ASTM E84,as required by ICC-ES components and other hardware components is subject AC174. to approval by the code official. 4.5. Materials used are deemed equivalent to preservative 6.5.Only those types of fasteners and fastening methods treated or naturally durable wood for resistance to described in this report have been evaluated for the weathering effects, attack from Formosan termites and installation of the TimberTech'Decking Planks(See Table fungus decay. 1 and Figure 7);other methods of attachment are outside the scope of this report. 4.6.Structural performance has been demonstrated for a temperature range from-20°F(-29°C)to 125°F(52°C). 6.6. Deck boards recognized in this report have been evaluated for use in areas subject to Formosan termite 5.0 INSTALLATION attack. Installation shall be in accordance with the manufacturer's 6.7.All products recognized by this report are installation instructions and this report. Where differences manufactured by The AZEK® Company LLC in accordance occur between this report and the manufacturer's with the manufacturer's approved quality control system installation instructions,this report shall govern. with inspections by Intertek Testing Services NA,Inc. 5.1.TimberTech' Decking Planks shall be installed with 7.0 SUPPORTING EVIDENCE fastening as indicated in Table 1 and Figure 7. 7.1. Manufacturer's drawings and installation 6.0 CONDITIONS OF USE instructions. The TimberTech' Decking Plank applications identified in 7.2. Reports of testing demonstrating compliance with this report are deemed to comply with the intent of the ICC-ES AC174, Acceptance Criteria for Deck Board Span provisions of the referenced building codes subject to the Ratings and Guardrail Systems (Guards and Handrails), following conditions. revised December 2014. 6.1. Deck boards placed at an angle other than 90 degrees 7.3. Reports of testing demonstrating compliance with to the supporting joist will require support framing at a ICC-ES AC109, Acceptance Criteria for Thermoplastic reduced spacing such that the span of the deck board does Composite Lumber Products,effective July 1,2006. not exceed the span identified in Table 1. 7.4.Reports of testing and engineering analysis 6.2.The wind uplift resistance rating recognized in this demonstrating compliance with the performance report is based on attachment to treated Southern Pine requirements of ASTM D 7032-14 [10aj, Standard framing (specific gravity, G=0.55). Installation on wood Specification for Establishing Performance Ratings for framing with a lesser specific gravity may result in a lower Wood-Plastic Composite Deck Boards and Guardrail wind uplift rating. Systems(Guards or Handrails). OD 4 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 intertek.corn/building; PCA-101 Intertek 5FT-CCkR-0P-40b Version:21 December 2017 Code Compliance Research Report CCRR-0128 Page 3 of 4 7.5. Documentation of an Intertek approved quality 9.0 OTHER CODES control system for the manufacturing of products recognized in this report. This section is not applicable. 8.0 IDENTIFICATION 10.0 CODE COMPLIANCE RESEARCH REPORT USE 'Timber-ecn® Decking Planks are produced in accordance 10.1.Approval of building products and/or materials can with this report shall be identified with labeling on the only be granted by a building official having legal authority individual deck boards that includes the following in the specific jurisdiction where approval is sought. information: 10.2. Code Compliance Research Reports shall not be 8.1. Name,address, phone number,and/or trademark of used in any manner that implies an endorsement of the the manufacturer. product by Intertek. 82.The following statement"ASTM 0 7032.See Intertek 10.3.Reference to the https://bpdirectory.intertek.com is CCRR-0128 at https://whdirectory.intertek.com." recommended to ascertain the current version and status of this report. 8.3.The Intertek Code Compliance Research Report mark and number(CCRR-0128). This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 545 E.Algonquin Road •Arlington Heights • Illinois• 60005 intertek.com/building PCA-107 Intertek SFT-CCRR OP-40b 1 Code Compliance Research Report CCRR-0128 Page 4 of 5 z Table 1—Span and Uplift Resistance Ratings I Decking Plank Ratings Spanz Fastener3 Resistance3 DockSider'" 24/200 21" #8 x 3"Deck Screw 220 lb/ft2 #10 x 2-1/2"TOPLoc Steel Deck Screw 393 lb/ft2 Legacy Solid 18/100 Ur 2-1/2"GripRite PrimeGuard Plus Screw 393 lb/ft2 1.6"long trim head stainless steel screw CONCEALoc'Hidden Fastener Legacy Grooved 18/100 Not Permitted' 184 IbjftZ System ReliaBoard 16/100 9" #8 x 2-1/2"Deck Screw 340 lb/ft2 #10 x 2 x 2-1/2"TOPLoc'"Steel Deck Screw 464 lb/ft2 Terrain Solid 18/100 16" 2-1/2"GripRite PrimeGuard Plus Screw 575 lb/ft2 1.6"long trim head stainless steel screw CONCEALoc"Hidden Fastener 170 lb/ft2 Terrain Grooved 18/100 Not Permitted System6 #8 x 2-1/2"Headcote" 436 lb/ft' Tropical Sorid 16/IOC la" #10 x 2-3/4"FastenMaster' 436 tb/ft' #10 x 2-1/2"TOPLoc" 436 lb/ft2 CONCEALoc'Hidden Fastener System6 147 lb/ft2 Tropical Grooved 16/100 Not Permitted' FLISIONLoc'"Hidden Deck fastener with 2"pneumatic scrails(16 TPI, 0.113"shank dia.,0.258"head dia.). Starter board(edge)face-fastened 170 lb/ft2 with(1)#8 x 2-1/2"stainless steel trim-head Headcoter'screw TwinFinish'Solid 24/100 12" #8 x 3"Deck Screw 220 lb/ft2 Twin Finish®Grooved4 1.6"long trim head stainless steel screw CONCEALoc'Hidden Fastener 104 lb/ft2 5 24/100 Not Permitted System6 s Span/Load rating is the maximum span in inches and the maximum allowable live load in pounds per square feet(psf). 2 Stair tread span is based on a continuous deck board over two or more equal spans(3 supports). 3 Wind uplift resistance is based on two fasteners at each support(wood joist)except Grooved Planks which use one hidden fastener located at each joist.Values have been adjusted for wind load duration and end use.No further adjustments shall be made. 4 Grooved Deck Planks are not used as stair treads. 5 Mono-Extruded and Co-Extruded values are the same. 6 Alternatively,grooved deck boards may be face fastened with the fasteners recognized for the relevant solid deck board. ID 545 E.Algonquin Road •Arlington Heights • Illinois• 60005 intertek.com/building PCA-101 is�testek SFT-CCRR-OP-40b Code Compliance Research Report CCRR-0128 Page 5 of 6 S Table 2—Deck Board Descriptions and Colors Decking Plank Description Color(s) DockSiderTM 1.25"x 5.5"Solid cross-section with beveled corners. Grey and Cedar Legacy Solid 0.938"x 5.360"solid cross section with beveled edges Ashwood, Espresso, Mocha, Pecan, Legacy Grooved 0.938" x 5.360" solid cross section with beveled corners. Longitudinal side Sapele, grooves are 0.212"x 0.400 deep for CONCEALoc"hidden fasteners Tigerwood, Whitewash Cedar ReliaBoard 0.938" x 5.4" Solid cross-section with 0.092" with beveled corners and 3 Grey and Cedar 0.20"deep longitudinal grooves on the underside. 0.937" x 5.360" cross section with two bottom longitudinal grooves 0.437" Terrain Solid deep and separated by 0.980" rib. Top corners have radiuses. Bottom Brown Oak, surface corners have beveled corners. Rustic Elm, 0.937" x 5.360" cross section with two bottom longitudinal grooves 0.437 Sandy Birch, deep and separated by L010" rib. longitudinal side grooves are 0.212 x Silver Maple, Terrain Grooved0.400" deep for CONCEALoc hidden fasteners. Top corners have radiuses. Stone Ash Bottom corners are beveled. Tropical Solid 0.938"x 5.360"Solid cross-section with beveled corners Amazon Mist, 0.938" x 536" Solid cross-section with beveled corners and the bottom Antigua Gold, Tropical Grooved surface corners having 0.165" x 459 beveled corners. Longitudinal side Antique Palm, grooves are 0.212"x 0.400"deep for CONCEALoc°hidden fasteners. Caribbean Redwood Twin Finish° 1.0"x 5.4"Solid cross-section with 0.09"with beveled corners. Grooved Cedar, Grey, TwinFinish° 1.0"x 5.4"Solid cross-section with 0.09"with beveled corners and 0.212"x Redwood Grooved 0.400" deep longitudinal side grooves for CONCEALoc°hidden fasteners. (ID 545 E.Algonquin Road •Arlington Heights • Illinois • 6000511x` intertek.com/building PCA-1a1 ISlterti'1C SFT-CCRR-OP-40b IL el Code Compliance Research Report CCRR-0128 Page 6 of 7 i 3.30 1 125 it j , , J j Co-Extruded Figure 1-DockSider'"Plank 5.36 - -+ 5.36 0,21 4 1.00 1,00 w_w„ 0.40-+.1 1»- Solid Grooved Figure 2-Co-Extruded Solid and Grooved TwinFinish'Plank 5.360 _,r. i r A 1 l 1939 9 Figure 3-ReliaBoard Deck Board Profile - 5.3600 - 5.3600 _I Non-WPC CAP 4 Non-WPC CAP r ..— -__.__-_------j.. i ' 0.4900 0.93$0 ( - I i_ 0.938( + 0.2120 _--./ 4_ Solid Grooved Figure 4-Tropical Solid&Grooved Deck Board Profiles OD 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 " intertek.com/building PCA-101 Intertek SFT-CCRR-0P-40b . . . Code Compliance Research Report CCRR-0128 Page 7 of 7 • 5.36. 5.361 t 1 f ) .937 2i �, 7 .9�7 ` I X .437- 437 Solid Grooved Figure 5—Terrain Solid&Grooved Deck Board Profiles G 36 } 5.3E 1 1 0 .4 0.21 N .___±. Solid Grooved Figure 6—Legacy Decking row ., ii t CONCFALoc4 Hidden Fastener Clip FusiontocTM Hidden Fastener FastenMaster'Cortex TOPLoe'M Face Fastener Figure 7—Fasteners ODi 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 intertek.com/building s 4. Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b intertek Code Compliance Research Report Total Quality.Assured. RECEIVED CCRR-0114 OCT2019 OFFICE COPV Issue Date:08-31-2007 CITY OF, GARD Revision Date: 06-20-2018 BUILDING DIVISION Renewal Date: 06-23-2019 DIVISION:06 00 00—WOOD,PLASTICS AND COMPOSITES Guardrail systems recognized in this report may be used Section:06 63 00-Plastic Railings in One- and Two-Family Dwellings regulated by the IRC and all construction types regulated by the IBC in REPORT HOLDER: accordance with IBC Section 705.2.3.1 [1406.3], CPG Building Products LLC dba AZEK Building Products Exception 2. Guardrails less than 42 inches high are 894 Prairie Avenue limited to use in One- and Two-Family Dwellings (IRC). Wilmington,Ohio 45177 See Table 1 for additional restrictions based upon Use (866)862-7832 and Occupancy classification. www.cpRbp.com 2.0 STATEMENT OF COMPLIANCE REPORT SUBJECT: Guardrail Systems General—The TimberTech®guardrails comply with the Codes TimberTech®RadianceRail® listed in Section 1.1, for the properties stated in Section 1.2 TimberTech®RadianceRail®Express and uses stated in Section 1.3,when installed as described in AZEK Premier this report, including the Conditions of Use stated in Section AZEK Trademark 6.0. AZEK Reserve 1.0 SCOPE OF EVALUATION 3.0 DESCRIPTION 1.1 This Research Report addresses compliance with the 3.1. General — The TimberTech® guardrails are offered in following Codes: two assemblies, RadianceRail® and RadianceRail® Express, and the AZEK series guardrails offer three assemblies, 2018 and 2015International Building Code®(IBC) Premier, Trademark, and Reserve. All are guardrails under 2018 and 2025 International Residential Code®(IRC) the definitions of the referenced codes. NOTE: This report references 2018 Code sections with 3.1.1. Level guardrails with heights of 36 inches or 42 [2015]Code sections shown in brackets where they differ. inches above the floor surface are provided in rail lengths up to 114.5 inches. This provides a maximum 10 feet 1.2 General — The TimberTech® guardrails have been (120 inches)from post center to post center.See Table 1 evaluated for the following properties: for qualified lengths and configurations. Structural Performance Durability 3.1.2. Stair guardrails are provided in rail lengths up to Surface Burning 120" inches as measured along the upper rail. See Table Decay Resistance 1 for qualified lengths and configurations. Termite Resistance 3.2. The RadianceRail®, Premier, Trademark, and Reserve 1.3 General — The TimberTech® guardrails have been composite guardrail system include top and bottom rails, evaluated for the following uses: two support rails, infill, post sleeves, rail-to-post brackets, support blocks,foot blocks,and decorative moldings. Guardrails are intended for exterior use at or near the open sides of elevated walking areas of buildings and walkways as required by the referenced codes. MV 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 intertek.com/building intertek PCA-7o; Code Compliance Research Report CCRR-0114 Page 2 of 17 3.2.1. Support rails are a composite extrusion for rail 4.2 Structural performance has been demonstrated for a lengths up to 92". temperature range from 20°F to 125°F. 3.2.2. For length exceeding 92" the top support rail is an 4.3 Materials used are deemed equivalent to preservative aluminum extrusion with a composite bottom support treated or naturally durable wood for resistance to rail. weathering effects,decay,and attack from termites. 3.2.3. Rails (top, bottom, and support) and post sleeves 4.4 The composite core material with PVC capstock and the are manufactured from extruded shapes in six colors; components with PVC material have flame spread not Coastal White (White), Mountain Cedar, Classic Black exceeding 200 when tested in accordance with ASTM E 84. (Black), SandRidge (Brownstone), RiverRock (Slate Grey), and Traditional Walnut (Kona). All components are co- 5.0 INSTALLATION extruded with a PVC color cap layer and wood/plastic composite core. 5.1 General: 3.2.3.1. RadianceRail®, Premier, Trademark, and General The TimberTech®guardrails must be installed in Reserve infill options are described it Table 2. accordance with the manufacturer's published installation instructions,the applicable Code,and this Research Report. 3.2.4. The top rail assembly consists of two rails; an Where the manufacturer's instructions conflict with this upper rail assembled over a support rail. The two rails report, this report shall govern. A copy of the are held together with a series of coated screws. See manufacturer's instructions must be available on the Figures 1,2,4,5&6. jobsite during installation. 3.2.5.The bottom rail consists of two rails,a bottom cap 5.2 Application: rail assembled over a support rail. 5.2.1 Foot blocks are a section of nominal 1.2" square 3.3. The RadianceRail® Express guardrail system includes extruded composite picket with an expanded PVC core to top and bottom rails, vertical balusters, post sleeves, rail- facilitate fastening. Foot blocks shall be installed at to-post brackets, foot blocks and decorative moldings. All approximate 1/3 intervals for rails over six feet in length components are produced in Classic Black (Black), Coastal or at mid-span for rails less than six feet in length of the White(White),and Traditional Walnut(Kona). bottom guardrail between the deck surface and the guardrail.See Table 3 and Figures 14 through 19. 3.3.1. RadianceRail® Express rails (top and bottom) and post sleeves are co-extruded with a PVC color cap layer 5.2.2 Guardrail systems may be attached to conventional and wood/plastic composite core.See Figure 3. 4x4 and 6x6 wood posts or other suitable wood support structure. The wood in the supporting structure shall 3.3.2. Radiance Rail Express balusters are hollow, co- have a specific gravity of 0.50 or greater (Southern extruded PVC material.See Figure 8. Yellow Pine or better)and a minimum thickness to allow full penetration of the bracket mounting screws. 4.0 PERFORMANCE CHARACTERISTICS Conventional 4x4 and 6x6 wood posts or other wood supports are outside the scope of this report. 4.1 The TimberTech®and AZEK guardrail systems described in this report have demonstrated the capacity to resist the 6.0 CONDITIONS OF USE design loadings specified in Chapter 16 of the IBC and Section R301 of IRC when tested in accordance with ICC-ES 6.1 Installation must comply with this Research Report, AC174. the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report governs. 545 E.Algonquin Road •Arlington Heights• Illinois •60005 i ntertek.com/building PCA.:Ot Intertek Code Compliance Research Report CCRR-0114 Page 3 of 17 ... to, 6.2 Conventional wood supports for guardrails are not 7.0 SUPPORTING EVIDENCE within the scope of this report and are subject to evaluation and approval by the building official. Supports 7.1 Drawings and installation instructions submitted by the must satisfy the design load requirements specified in manufacturer. Chapter 16 of the (BC and must provide suitable material for anchorage of the rail brackets. Where required i by s shall demonstrating ng rts sompliantesti ce with the requirements of CC ES ng and engineering analysis building official, engineering calculations and be provided. AC174, Acceptance Criteria for Deck Board Span Ratings and Guardrail Systems (Guards and Handrails), revised 6.3 Compatibility of fasteners and other metallic December 2014. components with the supporting structure, including analysis chemicallyeptreated wood, is not within the scope of this d d3 emonstrating compliance and engineeringhepeperformance report. requirements of ASTM D 7032-14 [10a] Standard is ng e 6.4 Compatibility of the supporting construction materials ond Wood-Plastic for Compostle h'Deck eBoa dsncand atGuardrail ings for with all fasteners, metal post mount components, other hardware components is subject to approval by the Systems(Guards or Handrails). building code official. 7.4 Documentation of an Intertek approved quality control 6.5 Only those types of fasteners and fastening methods system for the manufacturing of products recognized in described in this report have been evaluated for the this report. installation of TimberTech® and AZEK guardrail systems; other methods of attachment are outside the scope of this 8.0 IDENTIFICATION report. The TimberTech® guardrails is/are identified with the 6.6 Where required by the building official, engineering manufacturer's name (CPG Building Products LLC), address, e calculations and details shall be provided. The thecalcs the product the Code Compliance, hResearch Report Number(CCRR 0114)rtek Mark as shown below, � shall verify that the anchorage complies withbuilding codes for the type and condition of the supporting CODE COMPLIANCE construction. 6.7 The guardrail systems produced by TimberTech® and us AZEK identified in this report have not been evaluated for use in areas subject to Formosan termite attack. Intertek CCRR-0114 6.8 TimberTech® and AZEK guardrail systems are manufactured by TimberTech Limited in Wilmington, Ohio 9,0 OTHER CODES in accordance with the manufacturer's approved quality control system with inspections by Architectural Testing This section is not applicable. (IAS AA-676). 10.0 CODE COMPLIANCE RESEARCH REPORT USE 6.9 The TimberTech®guardrails are manufactured under a quality control program with inspections by Intertek 10.1 Approval of building products and/or materials can Testing Services NA,Inc.(AA-647). only be granted by a building official having legal authority in the specific jurisdiction where approval is sought. ID I.k 545 E.Algonquin Road •Arlington Heights • Illinois•60005 ND intertek.com/building PCA-101 Inter rtetc SFT-CCRR-OR-40b Version:21 December 2017 Code Compliance Research Report CCRR-0114 Page 4 of 17 10.2 Code Compliance Research Reports shall not be used 10.3 Reference to the https://bpdirectorv.intertek.com is in any manner that implies an endorsement of the product recommended to ascertain the current version and status by Intertek. of this report. This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. (ID545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b 101 Code Compliance Research Report CCRR-0114 Page 5 of 17 TABLE 1-RAILING SYSTEM BUILDING CODE RECOGNITION Guard System Size(Length x Height) CPG Guard Systems Type of System IBC IRC (All Use Groups) (Residential)(3) Level/In-Line Application(1) TimberTech°RadianceRail° 91"x 42" 91"x(36"or 42") (With composite support Level/45°Application(1) rail) Stair Systems(2) 91"x 42" 91"x(36"or 42") 114-1/2"x(36"or TimberTech"RadianceRail° level/ln-tine Application 0, 114-1/2 x 42 42") (With aluminum support 114-1/r x(36"or rail) Stair Systems(2) 116"x 42" 42") 91-3/4"x(36"or Level/In-Line Application(1) 91-3/4"x 42" 42") RadianceRail°Express Level/45°Application(1) 90"x 42" 90"x(36"or 42") 86-3/8"x(36"or Stair Systems(2) 86-3/8"x 42" 42") AZEK Trademark and Level/In-Line Application(1) 90-1/2"x 42" 90"x(36"or 42") AZEK Premier (With composite support Stair Systems(2) 92"x 42" 91"x(36"or 42") rail) AZEK Reserve Levet/In-Line Application 01 92"x42" 92"x(36"or 42") (With composite support Iz1 92"x 42" 92"x(36"or 42") rail) Stair Systems 114-1/2"x(36"or AZEK Trademark,AZEK Level/ln-Line Application(1) 114-1/2"x 42" 42") Premier and, AZEK Reserve 114-1/2"x(36"or (With aluminum support Stair Systems(2) 116"x 42" 42") rail) f (1) Level Railing lengths are maximum clear length between supports.Railing height is the minimum installed height from walking surface to top of top rail. (2) Stair Railing lengths are maximum clear length along the slope between supports.Stair Heights are measured vertically from the leading edge of the stair nose. (3) The use of this product shall be limited to exterior use as a guard system for balconies and porches for one-and two-family dwellings in accordance with the IRC. OD 545 E.Algonquin Road •Arlington Heights• Illinois•60005 intertek.com/building Liss PCA-101 lntertek . , le Code Compliance Research Report CCRR-0114 Page 6 of 17 TABLE 2-RAIL AND BALUSTER DESCRIPTIONS - Infill Fastening Description Guardrail System Rail Description Will Options Railings(Top and A solid PVC composite baluster with an expanded Bottoms are and Nominal 1.25" core with a drilled pilot hole at its center to provide assemblage of two square a means for locating a fastener. components A top or Expanded Balusters are held-in-place with coated screws bottom rail profile with cellular PVC inserted through pre-drilled holes in the upper an inner support rail. core.See support and lower rail sections.For all balusters, Figures 7 and one#8 x 3" long coated screw is utilized in the top Rail Profiles: 14 and one#8 x 2"long coated screw is used through See Figures 1 3.4&5 the lower rail. for top and bottom rad Stainless steel cables are attached to each post rop files sleeve with Quick-Connects fittings(swivel fittings Feeney° for stair).Cables are installed at 3"on center and 3- Suppo_ r t Rails: CableRai1TM 1/16"on center for level and stair rails,respectively. A composite support with Quick- Intermediate,3/4 inch square,0.062 inch wall rail is used for rail Connect® thickness,6063-T6 aluminum balusters are spaced lengths up to 92" fittings,and 3/4 no greater than 30 inches on center along the length An Aluminum support inch sq. of the rail.Balusters are secured to the bottom rail TimberTech° rail is used for rail aluminum with one#10-12 x 2"pan-head stainless steel screw RadianceRail° lengths exceeding 92" intermediate and the top rail utilizing an intermediate base plate balusters. See (attaches to the baluster with one#10-12 x 1"flat- AZEK Series(All) Top Rail Assembly: Figure 15 head stainless steel screw and attaches to the top Top rail profile and rail with two#10-12 x 1"flat-head stainless steel support rails are screws. fastened together with four equally spaced#8 x 2" long coated screws that pass through pre- drilled holes in the 3/4 inch baluster side support diameter or rail and threaded into Aluminum balusters are attached to the top and square hollow, bottom rails with#8 x 2" and#8 x 3"stainless steel the top rail. aluminum (Series 300)pan head screws balusters.See Bottom Rail Assembly: Figure 16 The bottom rail includes two independent rails:a support rail and a bottom cap rail. Top and Bottom rails have co-extruded Nominal 1.25" wood-plastic square,hollow, The top and bottom rails include pre routed holes TimberTeCh® composite"breadloaf' co-extruded to receive balusters. RadianceRail°Express profiles that consist of PVC baluster. pre-routed holes to See Figure 18 receive balusters. OD '✓4 545 E.Algonquin Road • Arlington Heights•Illinois•60005 intertek.com building pcA-<. lntertek Code Compliance Research Report CCRR-0114 Page 7 of 17 TABLE 3-RAIL/BRACKET FASTENING SCHEDULE Foot Block Guardrail System Rail Bracket to Rails to Bottom Rail Bracket to Post Rail Composite Support Rail: CPG Four-Hole bracket(Figure 11)is attached to each end of the top and bottom support rail using four#8 x 0.75" Plastic Support Blocks to Posts: coated steel pan-head screws. Two#8 x 3" pan-head screws per block.One Exception:TimberTech°RadianceRail° One#8 x 2" support block for each end of the lower TimberTech° Three Hole bracket(Figure 10)attached pan-head support rail for level assemblies.Four RadianceRail ® with three#8 x 0.75"coated steel pan- screw.See support blocks are used for stair assemblies head screws may be used for Figure 10 located on the posts where the support rails AZEK Series(Al!) TimberTech°RadianceRail°only. through meet the posts. Figure 17 Metal-Reinforced Plastic Mounting Bracket Aluminum Support Rail: to Posts: CPG Four Hole bracket(Figure 11)is Two#8 x 3"coated pan-head screws. attached to each end of the top and bottom support rail using four#8 x 0.75" stainless steel(300 series)pan-head screws. One stainless steel"L" bracket is Level attached to each end of the top and & bottom rails using three#10 x 1-5/8"pan- 45° head screws. Acute Angle Bracket, One#10 x Stainless Steel"L"Bracket to Posts: RadianceRail° 3"pan head Two#10 x 1-5/8" pan-head screws. Express FIGURE : screw. Two #10 x 1-5/8" pan-head screws Stair Obtuse Angel Bracket, FIGURE : Two#10 x 1"pan-head screws 545 E.Algonquin Road • Arlington Heights • Illinois•60005 intertek.com/building pCA•101 Intertek SFT-CCRR-OP-40b Version:21 December 2017 el Code Compliance Research Report CCRR-0114 Page 8 of 17 182" > \. Support Rail Orientation .,, AL,IDOIi ____ � ill 62.. I dr Stair Level Rails Rails FIGURE-1 SUPPORT RAIL C 2.88••. I 2.96 I I 1-1, - I I I H_ - 1.63.. > _ .� _.._.._12z.. __.__.__ FIGURE 2-RADIANCERAIC Top and Bottom Rail Profile 2.70 I 2.6C -41191 -41 r ( t___Y ( ------N--- • 2,375 ---7)10111 2,00 ( r/ ill Top Rail Bottom Rail FIGURE 3-RADIANCERA/L®EXPRESS,RAIL PROFILES ID 545 E.Algonquin Road •Arlington Heights • Illinois • 60005 intertek.com/building AGCRFDCI Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b . . Code Compliance Research Report CCRR-0114 Page 9 of 17 i , _ .,., 7 r.,,/7— --- ---- \\ 11 yo 2.05C 1 f \ 1 \,..) 1 1 ,...__, TOP RAIL BOTTOM RAIL FIGURE 4-AZEK PREMIER RAIL PROFILES ...- 3.500 2.725 2.640 2,0500 1 TOP RAIL BOTTOM RAIL FIGURE 5-AZEK TRADEMARK RAIL PROFILES \\ -- --' 1 --) , 1 L , TOP RAIL BOTTOM RAIL FIGURE 6-AZEK RESERVE RAIL PROFILES 545 E.Algonquin Road • Arlington Heights • Illinois•60005 intertek.com/building 4 4, ..f. IV Intertek Version:21 December 2017 SFT-CCRR OP 40b 0Pagein Code Compliance Research Report CCRR-0114 10 of 17 • -..• 121" a-- --- _- - _.—Pilot Hole 1.21" ' 0-4*-- I I Ti i--.4--k PVC i�aN Expanded PVC Core Expanded cellular PVC Baluster II - 3 L1- -I 2,4P^ —_ i'f__ C, fOO __,/ -- .v, 4). 1 Expanded cellular PVC Bauster Aluminum Balusters FIGURE 7-RADIANCERAIC PREMIER, TRADEMARK,AND RESERVE BALUSTER PROFILES -.0 1.20 •—i 0.105 —• 1.20 1 Hollow PVC Baluster FIGURE R-RADIANCERAIC EXPRESS BALUSTER PROFILE (11) 545 E.Algonquin Road • Arlington Heights • Illinois• 60005M intertek.com/building Intertek Version:21 December 2017 SFT-CCRR-OP-40b el Code Compliance Research Report CCRR-0114 Page 11 of 17 (.649 ) 1 090 JO '- Template 41. r F 11411i0 I I 'I Support Block I 2-ip o cid , 11t' Post skirt 0 �� --atent _ r 4 % -I i"-- 169 I) '( ;40,��. FIGURE 9-RADIANCERAIC SUPPORT BLOCK Plash — 0.i O r t -•.� 0. r i ►I 0.25 if„Ak ; r� o 2.05 Metal I"-,r,'"AfecTo S1.20 MEW a) 1.15 FIGURE 10-TIMBERTECH°RADIANCERA/L°THREE-HOLE BRACKET (Limited to rail lengths up to 91") H =-- Plastic .-------/ J. / 0i �rliallJ \. 1 illipp(,- ‘,,,,., CA7 4100:e.=.4 0411 ' �,ul_ ''� --Metal Norm Al h FIGURE 11—CPG FOUR-HOLE BRACKET TimberTech°RadianceRa%I°and AZEK Series(All) 11) 545 E.Algonquin Road •Arlington Heights • Illinois • 60005 intertek.com/building Cil nccer°Irco Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-40b tel Code Compliance Research Report CCRR-0114 Page 12 of 17 Y" r� t (i) V`\ �^.' (a) Level Bracket (b)Obtuse Stair Bracket (c)Acute Stair Bracket FIGURE 12-RADIANCERAIC EXPRESS BRACKETS 5" 5„ LI a 25 ..... L___a_____.. 4X4 Post 4x4 Post II II 1 I it Ii II 4x4 Post 6x6 Post FIGURE 13-POST SLEEVE PROFILES FOR 4X4 OR 6X6 WOOD POSTS 545 E.Algonquin Road • Arlington Heights • Illinois •60005 intertek.com/building CI n Ot.D PCA-101 tntestek Version:21 December 2017 SFT-CCRR-OP-40b aCode Compliance Research Report CCRR-0114 Page 13 of 17 #8x3" Top Support Rail Coated Screws „II I 1 ""- I I I I I „r , :rAir_rt 2 tiro, , _C4,ter.dsgrow 1 h .1 .... :Mt 1 1 &Mora Support Rad I 1 ' POrbr= 111 1 1 1 installation i 1 1 C"8"4""" ---1---4 Bracket ad flesh , — Coated Serowe "3 7 s.ve 7641::: rigi rim 333 - 1...3 C0331tet“itro u Jj if,, out) .4. ,, g cidligaigl."Ir fool rare ,.,, Broth A t 1 I i 80110111 Rad 1 l t IA :Ztr"'" rtfled Settee OS x 2" Coated Set ewe Past Ca (2)—1%56 der Mounting Bracket(4) top 0...„.„... ---4.* i _Ton Ian(1) ....k. i,.... .._ _ , _. .. ,... ,H .... 1 1 Suppcwt Rait(2) i 1 i r [': [ [ I "Im I'` .1, ( kRt) „ __ _... Past Cover(2) ° (13 in 6'tat) Support Mock(4)* r 1 (tattoo Ita4(1) • 31.F, , 1 4 r i I I (2 in 1r kit) Post Skirt(2)-gfip *ilk (Sm 6 lot) FIGURE 14—TIMBERTECH°RADIANCERAIL°AND AZEK TRADEMARK,PREMIER,AND RESERVE Level Assembly with Expanded Cellular PVC Balusters 1 i (ID 545 E.Algonquin Road •Arlington Heights • Illinois •60005 intertek.comibuilding ',3477* At,(TrIOID tntertek PCA-101 Version:21 December 2017 .rT CCRR-OP-40b e Code Compliance Research Report CCRR-0114 Page 14 of 17 Post Cap(2)--4; 160 41112PP Top Rye!(1) Sountinq Bra et(4) iii srw 11 i I Support Ra (2) Post Corer(2) _._-...__ —„ �. SS/pPort Stott(4)' r _ 7 BOMA hit(1) .14 le. '! o, kat Block (2 toR"kit) Post Skirt(2) (i a7 6'kit) FIGURE 15—TIMBERTECH°RADIANCERAIL°AND AZEK TRADEMARK,PREMIER,AND RESERVE LEVEL ASSEMBLY WITH FEENEY° CABLERAIL'M Post dap(t) Tisa 440)(1) iirmosting 8rxlat(4) .r — ,goo• fir Supct Roil 1.2) astir (14 tit ) Past Caws(2)---- a I I i C `, sotto*IA(t! fes. I cc r _ $.oat mook (2 irw6'ka) Post Siert(Z? (I r kot) FIGURE 16—TIMBERTECH°RADIANCERAIL°AND AZEK TRADEMARK,PREMIER,AND RESERVE LEVEL ASSEMBLY WITH ALUMINUM BALUSTERS ID 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 intertek.comlbuilding 0 kCrRfMTED ''', , Intertek PCA-101 Version:Li December 2017 S T-CCRR-OP-40b 0 Code Compliance Research Report CCRR-0114 Page 15 of 17 • 1 ,ix3" Tun 5,4:putt gait 1 Couttd Screw N•,,,.,,,N1 Ni,,,1 1 1111 portant Stal o.1 at top otge of 1 ' tialualc to,iaot n lit t^c lough _ Plat e bottom Support Rail ,:rid mark position on posts .— ,...„.....".„,..........„.„....„,,,,,,..„..„.„,,,...„...,...._, ".::',---..:11_ •,:?4,,, Bonor Rail F ' I I i "N. I \ Lip (lac ng iiiiti : — ilx2" t Coated Se•tws 1 Center screw— aligned to ( d centerline 4: P.; wo- , &locket Silt flush Cap°Wl!tfy, trt MI We I 1 i`----- ..,__ . F 1 Coated Strews ''' ' 1 , 1 -'."--- --1 Rotate Rail aseornbly rout of way to faster Seepott Block - - -, : I, -..„ i Ma,ked pos tom of fat olds 1 , 4 ' I I • 4.',...,„ Q FIGURE 17-TIMBER TECH RADIANCERAle AND AZEK TRADEMARK,PREMIER,AND RESERVE TYPICAL STAIR ASSEMBLY CY .30,4 ID 545 E.Algonquin Road •Arlington Heights • Illinois • 60005 intertek.conilbuilding ACCRE NM^ Intertek PCA-101 Version:2i December 2017 SFT-CCRR-OP-40b If)0 Code Compliance Research Report CCRR-0114 Page 16 of 17 #10 x 3"Coated Screws , I i i 1 1/3 0 1/3 n 1/3 ( la\--/ / ! — Foot Blocks . , ...„ Coated Screws .______._____------------- -- - - -•".', Angled Section / ,,.,.,j \ - -4;Coated Screws .,,, Straight Sectio'n Coated Screws 1 vA , 7.,,.. •., Coated Screws i Angled Section Bottom Rail Straight Sectioo / Post Cap(2) (......) c,.....:, Top Rail(1) 1111 _ _ 7 Brackets(4) I I i I i Post Cover(2) Baluster i 1 (18 in 8'kit) 1 (13 in 6'kit) I ' . _ _ __ i -----1 Post Skirt(2) r'r ,L1 —1 ,---‘ Foot Bloch (2 in 8'kit) (1 in 6'kit) FIGURE 18-RADIANCERAIL°EXPRESS TYPICAL LEVEL ASSEMBLY 545 E.Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building 4...1 AD:III-017D Intertek PCA-101 Version:21 December 2017 SFT-CCRR-OP-4013 tfl 0 Code Compliance Research Report CCRR-0114 -. Page 17 of 17 • 1 , 9, If 1 ;1 la x 1-5/8 Coated Screws tr\* ft. , til „,.. L\ #10 x 1-5/8” r_ Coated Screwsi \ —fj(s,M1P 11:it ft In l ro Hcir i 4ltt --`-' 11 ,H , , '41H;1111( ill \2•.'#, ' FIGURE 19-RADIANCERAIC EXPRESS TYPICAL STAIR ASSEMBLY ® 545 E.Algonquin Road •Arlington Heights • Illinois • 60005 intertek.com/building Cill ACCREOPED Intertek PCA-101 Version:21 December 2017 SFT-CCRR-QP-40b (https://www.strongtie.com/literature-and-links-canada) SI M PSON USA/Canada(https://www.strongtie.com/literature-and-links-canada)I Change Location... Search strongtie.com f Stron t (https://www.strongtie.com OFSIMPSON FIC COPY www.strongtie.com s • Fastener Designer is a quick,easy-to-use tool for providing Simpson Strong-Tie structural screw alternatives to specified standard NDS fasteners in withdrawal,lateral load parallel-to-grain,lateral load perpendicular-to-grain,multi-ply,ledger connections and sole plate to rim board.This application provides detailed load calculations for both the NDS fastener and the recommended Simpson Strong- Tie structural screw. 0 Report Application Issues or Provide Customer Feedback(https://app.smartsh 0 About FD Ledger Inputs Ledger To Exterior cladding Rim Board : :: ag nshing n1 Wood structural ii panel sheathing Loading Condition 0 ,—ii Rim board 40 psf Live/10 psf Dead v ___________ ___— .,-• ___= = I1 __E Ledger Size 0 Floor T I , 2-2X v joist or ' blocking ...,.. , MOW"1 Rim Board Material and Thickness 0 fir 2X DF . 2x deck Deck Joist Span 0 ledger shown G -. o (double 2x Up to 12 ft v ledger similar) 0 0 , o CCCTAOT •-'' I onnrC r•rookICl'TIl1PI 11DT1r1NiC C i CALCULATION RESULTS FASTENER DESIGNER OCTOBER 28, 2019 Ledger Inputs Ledger Connection Loading Condition Ledger Size Rim Board Material and Thickness Deck Joist Span Ledger To Rim Board 40 psf Live/10 psf Dead 2-2X 2X DF Up to 12 ft i Ledger Connection Options PDF Size/Type Screw Finish Model Number Maximum On-Center Spacing of Anchors Summary (in) PDF On-Center Spacing of Anchors Size/Type Screw Finish Model Number Summary (in) 0.22"x 5"Strong-Drive®SDWS TIMBER Screws Double Barrier Coating ! SDWS22500DB 8 0.188"x 5"Strong Drive®SDWH TIMBER HEX SS Screws Type 316 Stainless . SDWH19500SS 7 Steel Type 316 Stainless 17, 0.276"x 5"Strong-Drive®SDWH TIMBER-HEX SS Screws Steel SDWH27500SS 9 1/4"x 5"Strong-Drive®SDS HEAVY-DUTY CONNECTOR Double Barrier Coating SDS25500 6 Screws 171 0.276"x 6"Strong-Drive®SDWH TIMBER-HEX HDG Hot Dip Galvanized SDWH27600G 13 Screws • V �CCTACT Printed October 28,2019 from https://www2.strongtie.com/webapps/fastenerdesigner/LedgerConnection.aspx ©2015 Simpson Strong-Tie Company Inc. & C D El DECKING [R507.41: o a3 CD E o E a size: 02x ;Nye-quarter = b M I r, o material: ❑preservative-treated 5plastic composite Onaturally durable (e.g. cedar) 0orientation:perpendicular to joists ❑diagonal to joists RECEIVED m ® ti„: ,„ O aa©JOISTS [R507.51: size: 02x6 02x8 !212x10 ❑2x12 OCT 2 2 2019 spacing: 012 in. f \16 in. 024 in. CITY OF TiGARD span, LJ: 1,,2 ft. - in. BUILDING DIVISION cantilever: a ft.- in. (LJ/4 MAX) rim joist: 02x6 02x8 [2x10 02x12 ❑not applicable ©BEAMS [R507.61: V plies: 01 02 03 • W size: 02x6 02x8 02x10 02x12 04x6 Zic4x8 04x10 04x12 0 x g span, LB: 9 ft. - 6 in. — — 0 cantilever: ft. - in. (LB/4 MAX) ° w CI_ POSTS [R507.81: a p �O 0 size: 04x4 04x6 06x6 ❑_x_ n Pail o o height: ft. - in. ce N EQ FOOTINGS[R507.8.11: i( ca V size: in. ,square ❑round ww L li thickness:,Alf in. ONSITE VI MI FQ LEDGER [R507.21: 0. size: 02x8 .112x10 02x12 fastener: 01/2”through-bolt ji1/2"lag screw Qkcode-compliant alternate(attach report) fastener spacing: J(Q in. on-center at_'. w ,,,-,,k.f7s- - ` �c © LATERAL LOAD CONNECTION [R507.2.41: 0f'irkb,l & • EFFECTIVE �(4)750 pound hold-down tension devices (detail 1/SO4) MARCH,2018 0(2) 1,500 pound hold-down tension devices(detail 2/S06) REVISIONS ❑code-compliant alternate (attach report) NO. DATE HD GUARDRAIL POST ATTACHMENT[R301.51: ($details 1-3/S05& 1/S06 Ocode-compliant alternate(attach detail). NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Project Specific BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. Information Project Specific Information NTS S12