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Plans Typical Deck Construction and Size — 102 SF Brick Cal. 114.5" 15x11.5 I''' Imbedded 6x6 PT ---- 4x4 PT Posts A LF1 - < 2 x 8 PT blocking between joists attached with Three 16D 3-1/2"n HDG 43" 1��< 3 Ref: 2014 Oregon Structural 56.5" Specialty Code—Table 2304.9.1-29 Blocking supports Simpson Rim joist attached to 2"x8"Joists 16" OC Tension Ties DTT2Z. Two lateral joists with Three 16D 3-1/2 ----� DTT2Z brackets required for n HDG posts in this position. See one Beam 6"x10" of the attachments for details Ref: 2014 Oregon andp hoto Structural Specialty Code—Table of 2304.9.1-29 House—Brick exterior El 43" ' Scale— 12"/increment v r- 5/22/18 Fountains at Summerfield - Building Plans 2 Water Penetration Remediation — Cross Section Posts—4x4 PT Flashing 2" x 3" Resurfacing material 3/4" exterior plywood decking U, N_ O E 00 x N Hardi-plank Fascia 9.25" x .25". Applied with exterior adhesive and secured with post bolts. Wicking protection for soffit provided by%" extension. Pre-paint before adding flashing %" plywood soffit Scale— 1" increment 5/22/18 Fountains at Summerfield - Building Plans 3 Building Plan Application - Manufacture Product Attachments The following 6 pages of attachments are to be included with these plans and application • Simpson Wood Connection Connecters 2017-2018 Deck Tension Ties- page 337 • Simpson Code-Compliant Guardrail Post Connection bulletin(2 pages) • DecKorators Baluster Installation Instructions • DecKorators Railing Connectors and Installation Instructions • DecKorators Code Compliance Report Research Report CCRR-0161 Personal Note—The personnel at the City of Tigard building permit office were very patient, knowledgeable and helpful. Many thanks. 5/22/18 Fountains at Summerfield - Building Plans 6 1 Simpson Strong-Ties Wood Construction Connectors SIMPSON DTT StrongTie Deck Tension Ties � � DTT tension ties are safe,cost-effective connectors designed to meet or exceed code . 1 requirements for deck construction.These versatile DTT connectors are also loll ,'mtef 51: 1 y; _ as a holdown for light-dutyshearwalls and braced wall applications. ` �� 3r, --__ panel 9' ., For new construction or to make an existing current deck code-con liant, can be used as a tension-tie to satisfythe 2015 IRC provision for a 750 Ib. I o i C connection to the house at four locations per deck.This code detail pe ! a� #w d connection from the deck joists to be made to top plates,studs,or heats supporting structure,which eliminates the need to access to the floor joists inside the t i., O home.The DTT1Z is available in a kit(DTT1Z-KT)that includes(4)DTT1Z connectors, ® p. (4)Strong-Drives SDWH Timber-Hex HDG screws and(26)SD#9 x 1W screws. '# I The DTT1Z fastens to the narrow or wide face of a single 2x with Simpson Strong Tie'sb I O 6 .r. Strong-Drive`'SD Connector screws or nails and accepts a Yu"machine bolt,anchor bolt,or lag screw(washer required)or can be installed with the Strong-Drive SDWH 4:,,x„ Timber-Hex HDG screw with an integral washer. The DTT2 can be used to satisfy the IRC provision for a 1,500 lb.lateral load connection ! f : ;,-, at two locations per deck.Additionally,the DTT2 has been tested and evaluated in deck <�i/ '° guardrail post applications to resist the code-specified lateral forces at the top of railing 1``�' assemblies.The DTT2 is also available with longer 2'/2"Strong-Drive SDS Heavy-Duty ' ' Connector screws(model DTT2Z-SDS2.5)to achieve higher loads when needed.The DTT1 Z DTT2Z DTT2 fastens easily to the wide face of a single or double 2x using Simpson Strong-Tie U.S.Patent Pending U.S.Patent 8,555,580 Strong-Drive SDS Heavy-Duty Connector screws(included) and accepts a'/z"-diameter machine bolt or anchor bolt. For guard post installations using Strong-Drive SDWS 1' Timber screws,see technical bulletin T-F-SDWSGRD. ," Floor sheathing F Blame:er , nailed at 6'max Material 14 gauge iiOG threaded Vt.; or center to joist S,,C (6)51 Ai xi ti' rod with nuts . tl-,tit with hotdown '= screws and washers Finish:DTT1Z/DTT2Z—ZMAX coating;DTT2SS — (shown)or +—Continuous flashing (8)10d x th nails g Stainless steel;see Corrosion Information,pp.15-18 (per code)not shown Installation: t } r ' ;1Vf • Use all specified fasteners;see General Notes �� � ° d � e • A standard cut washer(included for DTT2)must ft A., IZr g"'a t T4$T M be installed between the nut and the seatp • Simpson Strong-Tie Strong-Drive SDS Heavy-Duty omz Floorpist Deck DTT2Z. Connector screws install best with a low-speed ' (solid 2x foist or joist --3`min.thread 2x blocking) " high-torque drill with a Ifs"hex head driver 3- penetration .Y (Model DB6H i.75) • Strong-Drive SD Connector screws install with a'/4"hex head driver(Model DBHD) Typical DTT1Z Deck-to-House Typical DTT2Z Deck-to-House 0 Lateral Load Connection Lateral Load Connection z • StrongDrive SDWH Timber Hex HDG screws For more information on lateral load For more information on lateral load c install with a Ile"hex head driver(Model DB6H1.75) connections,see technical'bulletin connections,see technical bulletin 2 Codes:See p.14 for Code Reference Key Chart T-C-DECKLAT at strongtie.com T-C-DECKLAT at strongtie.com w F 0 z ®These products are available with additional corrosion protection. # d ° For more information,see p.18. lir V z , These products are approved for installation with the Strong-Drive" �� rs x'D(typ.)g e vci SD Connector screw.See pp.39-40 for more information. . LL. G ' Uses SDS✓a`x11/2' I( i ,screws(included) C 1 Mm Wood Allowable Tension Loads 4x4 Post ; ___ _�_ min.(typ) Model Anchor Fasteners Member DF/SP SPF/HF Code ; - to No. Diameter 1'Thickness Ref. ::,:x.- L r : Y '6 .1 it lkikiplfi(in.) (160) 1 (160) ? !fes f A ,k d I % (6)SD#9 x 1'h" 840 840 1Pi U all) DTT1Z I/4 or I (6)IOd x 11/2" 11/2 910 640 IP2 � ' ' FL 'h'diameter HDG �--2x6 ruin. SDWH (g)rod x 1'h 910 8 1 machine bolts orII __. - .,u, threaded rods�'itn Standard cut washer 1'h 1,825 1 1 800 nuts and washers required between ©I DTT2Z/DTT2SS 'Ms 'h (8)1 x 1'h SDS 1 - i6 (Simpson nut and seat !._ ��3 2,145 1,835 L8, RFB#4x7HDG) (prodded) ©' DTT2Z-SDS2.5 'Ms I 'h (8)'/i'x 21/2"SDS % 3 2,145 2,105 FL i 1.Alowable loads have been increased for wind or earthquake loading with no further increase allowed. DTT2Z Installed 2.DTT1Z installations with allowable loads below 750 lb.do not satisfy the 2015 IRC requirements as a Lateral Connector for deck-to-house lateral load connections. for a Deck Guardrail Post 3.The Strong-Drive"SDWH Timber-Hex HDG screw with a minimum of 3'of thread penetration into dry lumber For more information on has an allowable withdrawal load(160)of 1,380 lb.into SP.1225 lb.into DF and 1,020 lb.into SPF/HF. guardrail post connections,see 4.Load values are valid if the product is flush with the end of the framing member or installed away from the end. technical bulletin T-C-GRDRLPST 5.The guardrail post illustration above addresses an outward force on the guardrail.An additional DTT2Z can at strongtie.com be added at the lower bolt to address an inward force. 6.A fie"HDG round washer is required when using a lag screw. 337 TECHNICAL BULLETIN SIMPSON Code-Compliant Guardrail Post Connections Strong-Tie Guards:What the Codes Require How does load or deflection at the top of a guard post The 2015 International Residential Code(IRC)and 2015 relate to a connector at the base of a guard post? International Building Code(IBC)each have specific requirements As a result of the large leverage arm of Deflection, for the design,construction and use of guards.Some of these a guard post,the tension force in the top of past r•- .1 requirements are shown below. post-to-deck connector will be much2ao a, --►• L,. .. larger than the force at the top of the When is a guard required? post.Similarly,any deflection at the post "Guards shall be located along open-sided walking surfaces, to-deck connector will result in amplified including stairs,ramps,and landings,that are located more than deflection at the top of the post.For a 30 inches measured vertically to the floor or grade below..." 36"post connected to a 2x8 deck joist, a 200 lb.force at the top will result in IRC 2015,Section R312.1 about an 1,800 lb.force in a connector "Guards shall be located along open-sided walking surfaces...that located 2"from the top of the joist.A 1/4" ;' are located more than 30 inches measured vertically to the floor or of deflection in this connector will result in , grade below..." over 2"of deflection at the top of the post. Deflector -;7 connector ,i, IBC 2015,Section 1015,2 Do the Simpson Strong-Tie details address load applied ""'f If a guard is not required because the deck or porch ' ,' is 30 inches or less above the floor or grade,does the in all directions? y: guard have to be code compliant? The details in this technical bulletin address an outward force on the guardrail.An additional All guards must be designed and constructed in accordance connector can be installed on the lower bolt to resist an with the governing building code,including guards that are inward force. not required.The general public expects all guards to perform and falls resulting from guard failures can cause serious injury Why have the code requirements changed? regardless of the fall height. The 200 lb.point load requirement in the code is not new. What is the guard height requirement? However there has been an increased focus on this requirement in recent years.Research and testing conducted at Virginia Tech In the IRC,"guards at open-sided walking surfaces,including on post-to-rim-joist connections indicated common bolted or lag stairs,porches,balconies or landings,shall be not less than 36 screwed connections to a rim joist alone did not meet the load inches high..." requirements in the code. IRC 2015,Section R312.2 In the IBC,"required guards shall be not less than 42 inches Why the Simpson Strong-Tie solution? high..." The connection details shown have been designed to meet the requirements in the building code.Simpson Strong Tie also IBC 2015,Section 1015.3 performed testing on several full-scale assemblies.Some of this testing is summarized in the table below. How much force must a guard be capable of resisting? For one-and two-family dwellings,both the IRC and IBC require guards be designed to resist a single concentrated load of 200 lb. Avera e applied in any direction at any point along the top. Post-Fastening Average Test g Connector Deflection at IRC 2015,Table R301.5;IBC 2015,Section 1607.8 k Assembly ultimate 200 lb.' i What is the allowable deflection of a full Outside rim joist, 'r y fastened to joist 635 tb 2%" .r y�ax loaded guard post? DTT2 ,..._ Outside rim joist, The building codes do not contain deflection limits for guards ! fastened to blocking 6501b 15/e" however the International Code Council Evaluation Service -- { Outside rim joist, Acceptance Criteria 273 for Handrails and Guards(AC273)places 790 lb 11/2" fastened to joist reasonable limits on tested assemblies.The maximum permissible HD3B-D13 E - deflection in AC273 for 36"-high guards is 3". Outside rim joist, ' „ fastened to blocking 655 Ib. 1/z 1.Applied load and measured deflection shown are at top of post. 2.HD3B values based on testing with a lower-capacity holdown. 'The 2009 and 2012 International Residential Code and 2009 and 2012 International Building Code each have similar requirements. For simplicity,this document references the 2015 edition of each code. This technical bulletin is effective until December 31,2019,and reflects information available as of July 1,2017. This information is updated periodically and should not be relied upon after December 31,2019. (800)999-5099 Contact Simpson Strong Tie for current information and limited warranty or see strongtie:com. strongtle.corn 0 2017 Simpson Strong-Ta Company Inc. • P.O.Box 10789,Pleasanton;CA 94588 T-C-GRDRLPSTI7 7/17 exp.12/19 Railing Connectors - Installation Instructions o rs° Raccords de Rampe - Instructions d'installation Conectores para Barandal - Instrucciones de Instalacion For use with nominal 2x4 rails in the vertical position: 1. Measure the distance between two posts and subtract 1/2". Cut rails to this length. 2. Attach a connector to each end of the rail with two screws through the pre-drilled holes (fig. 1). Set the rail at the desired height and check to ensure it is level. Fasten with screws through the pre-drilled holes (fig. 2). 3. To ensure the connectors stay in place, apply a small amount of clear silicon on the screw being inserted into the connector. Pour utilisation avec une rampe de 2 po sur 4 po, installee a la verticale : 1. Mesurer Ia distance entre deux poteaux et en soustraire 1/2 po. Couper la rampe a la longueur voulue. 2. Fixer un connecteur a chaque extremite de Ia rampe a moyen de deux vis, en utilisant les trous preperces (fig.]). Placer la rampe ala hauteur souhaitee, puis s'assurer qu'elle est bien de niveau. Fixer au moyen de vis, en utilisant les trous preperces (fig. 2). 3. Pour vous assurer que les connecteurs ne se deplacent pas, appliquer un peu de silicone transparent sur Ia vis avant de I'inserer dans le connecteur. Para su use con barandales de 2x4 en posicion vertical: 1. Mida la distancia entre dos postes y restele 1/2". Corte los barandales a esta longitud. 2. Coloque un conector a cada extremo del barandal usando los tornillos y las perforaciones ya taladradas (fig. 1). Ajuste el barandal a Ia altura deseada y verifique que este nivelado. Ajustelo en su lugar con los tornillos en las perforaciones ya taladradas (fig. 2). 3. Para asegurarse de que los conectores permanezcan en su lugar, aplique un poco de silicona transparente en el tornillo que vaya a insertar en el conector. .‹ Ifig.2 www.deckorators.com The diagrams and instructions in this brochure are for illustration purposes only and are not meant to replace a licensed professional.Any construction or use of the product must be in accordance with all local zoning and/or building codes.The consumer assumes all risks and liability associated with the construction or use of this product.The consumer or contractor should take all necessary steps to ensure the safety of everyone involved in the project,including,but not limited to,wearing the appropriate safety equipment.EXCEPT AS CONTAINED IN THE WRITTEN LIMITED WARRANTY,THE WARRANTOR DOES NOT PROVIDE ANY OTHER WARRANTY,EITHER EXPRESS OR IMPLIED,AND SHALL NOT BE LIABLE FOR ANY DAMAGES, INCLUDING CONSEQUENTIAL DAMAGES. ©2012 Universal Forest Products,Inc.All rights reserved.Deckorators is a registered trademark of Universal Consumer Products,Inc.in the U.S. 4710 RC sheet_4/12 " k ATI-ES Code Compliance Research Report CCRR-0161 Page 4 of 23 Table 1 Deckorators®Railing Systems Building Code Recognition Deckorators® Guardrail Baluster Style Code Aluminum Railing T Systems (1) Type Baluster Connector Recognition 32 in Classic Aluminum Classic Baluster Connector PN 104.3 PN 107.1,1072& 129.1,107.3 Stair 32 in Frontier Scenic Glass Nylon Baluster Connectors 72 in by 42 in Level(2)& PN 116.1 PN 125.1&126.1 IBC-All Use 96 in by 42 in Stair 32 in Contour Scenic Glass Nylon Baluster Connectors Groups PN 124.1 PN 127.1&128.1 & 32 in, Estate Aluminum Estate Baluster Connectors IRC PN 114.3 PN 108.1&130.1 One-and 40 in Baroque Aluminum Face Mounted to Rails Two-Family PN 110.3 Dwellings 36in Classic Aluminum Classic Baluster Connector 72 in by 46 in Level(2)& PN 107.1,1072& 96 in by 46 in Stair PN 104.4 129.1,107.3 Stair 26 in Scenic Glass Nylon Baluster Connectors PN 123.1 PN 125.1 &PN 126.1 Stair 32 in Contour Scenic Glass PN 124.1 32 in Frontier Scenic glass PN 116.1 32 in Traditional Aluminum Face Mounted to Rails PN 111.2 IRC(only) 72 in by 36 in Level(2)& 3225 in Arc Aluminum One-and 96 in by 36 in Stair PN 112.2 Two-Family 3225 in Baroque Aluminum Dwellings(3) 'PN 1102 26 in Colonial Aluminum Classic Baluster Connector PN 113.1 PN 1072 or 107.1&107.3 or 26 in—Classic Aluminum 129.1 Stair PN 1042 26"Estate Aluminum - Estate Baluster Connector PN 114.2 PN 108.&PN 130.1 Stair Guardrails are qualified up to and including the listed maximum guardrail system dimensions for use in the referenced Code Occupancy Classification. 2All level systems included in Table 1 may use the 22.5° and 45° angle adapter under both IRC and IBC recognition. 3 The use of this product shall be limited to exterior or interior use as a guard system for balconies and porches for one- and two-family dwellings of Type V-B (IBC) construction and dwellings constructed in accordance with the IRC. Architectural Testing 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com