Side View Privacy Fence Pas... Fasten aluminum bracing to post with 2 galvanized lag screws. 1/4" x 2". o (0... nstall 1/8" x 3" aluminum bracing. Against rear wall of house, under window. Fastened to inside face of rear deck band (see details). Length will vary. Bracing to deck band detail -- ---- O 11/ ptlona : Rep ace exlstlnq lag bolts with through bolts, nuts, washers.> Aluminum bracing Top View Deck band attached to house \c 1/4" galvanized lag screws, 2" long. p"",/ Fence Post See Detail r '\ J ~.:»: \ Deck band attac hed to house o Aluminum bracing PROJECT CLENT DATE Criterium-Giles Engineers Privacy fence stabilization The Townes at Crabtree July 21, 2011 975 Walnut Street The Townes at Crabtree Suite 354 Raleigh, NC Raleigh, NC Cary, NC 27511 919-465-3801
- Side View Top View Railing Post ---. Optional: Replace existing lag bolts with through bolts, nuts, washers ~ nstall Simpson Strong 1 HL53 Angle as detailed i attached bulletin or simil 2 @ 1/2 diameter throu; / 2 @ 1/2 diameter, 4' p / bolts into deck band diameter bolts throu thn e r h bolts long lag OR 1/2 h deck board / Railing Post '--- ~ ~ \ \\ Deck Band Attached to j - '-- '-- """\ '-- NOTE: Drawing not to scale All hardware should be galvanized Through bolt length will vary depending on material Appropriately sized washers should be used with all bolts nstall Simpson Strong Tie DTT2Z Deck Tension Tie as detailed in attached technical bulletin. PROJECT CLENT DATE Criterium-Giles Engineers Railing stabilization The Townes at Crabtree July 21, 2011 975 Walnut Street The Townes at Crabtree Suite 354 Raleigh, NC Raleigh, NC Cary, NC 27511 919-465-3801 l-. ~, \ 12579 j7/~)11 ~. ~ ~. " 1'-O. \'G'N~«:.\:..<t'l... <f: <9: ; ~ ~.~... t::rr c. G...
The expiration date of this document has been extended until 12131/11. NEW! DTT2Z Deck Tension Tie ncreasing reports of deck failures across the country have led to a greater focus on deck safety in the building codes. Two areas of concern are the guardrail-post connection and the lateral deck-to-house connection because they are key to the performance of the deck and the safety of the occupants. Simpson Strong-Tie has a new solution to make both of these deck connections stronger and safer: the OTT2Z deck tension tie. The OTT2Z was designed to satisfy code requirements for guardrail-post connections in wood decks. t also meets new RC requirements for laterally attaching the deck to the house and meets provisions of the AF&PA Prescriptive Resid~ntial Wood Oeck Construction Guide (OCA6). The OTT2Z is code listed under CC ESR-2330. Versatile and cost-effective, the new Simpson Stronq-Tie" OTT2Z deck tension tie fastens quickly and easily using Simpson Stronq-Tie" Strong-Drive? screws (SOS), which install with no pre-drilllnq and are included with each OTT2Z connector. NECTON Ties the guardrail post into deck framing ronger an sa er an nat s, s or 0 ts Meets provisions set in the nternational Residential Code (RC) for guardrail reinforcement (Table R301.5) Single post-to-deck connection tested for the concentrated load specified in CC-ES acceptance criteria for Handrails and Guards (AC273) ZMAX coating for additional corrosion resistance SMPSON Strong-Tie LATERAL-LOAD CONNECTON Ties the deck into the house for a stronger, safer ledger connection Helps prevent a common type of deck failure Meets provisions set by the 2009 nternational Residential Code (RC) for lateral deck-to-house connections (R502.2.2.3) ZMAX coating for additional corrosion resistance! Plan View of Guardrail Reinforcement Details Typical nstallation to Joist< Typical nstallation to Blocking< < These illustrations address an outward force on the guardrail. An additional OTT2Z can be installed to the lower bolt to resist an inward force. Refer to the technical bulletin T-GRORLPST for other framing conditions. 2010 Simpson Strong-Tie Company nc. F-DT2Z09 4/09 exp.6-1+
DECK -TO-HOUSE LATERAL-LOAD CONNECTON r-v RimlJOiS Dr Shea(hing v Leiger '\ /. Typical Deck-to- Lateral-Load Connection ~ Plan View of Deck-to- Lateral-Load Connection DECK NSTALLATON nstall the OTT2Z to the deck joist or blocking using Simpson Stronq-Tie" Stronq-Drive" screws (SOS) (included). For guardrail-post reinforcement, install a 1/2" diameter machine bolt or threaded rod through the post and into the seat of the OTT2Z. For deck-to-house attachment, use W' diameter threaded rod to connect the two OTT2Zs. A standard cut washer (included) must be installed between the nut and the seat of the OTT2Z for all installations. Simpson Stronq-Tie" Stronq-Drive" screws (SOS) install best with a low-speed, high-torque drill with a hex-head driver. For more information on safe deck building products and practices see our Deck Framing Connection Guide (F-OECKCOOE) or www.strongtie.com. MATERAL: 14 gauge Model No. DTT2Z <t 13;\6 Anchor Diameter 'h FNSH: ZMAX coating Fasteners 8-SDS 1,4"x1Yi' Minimum Wood Member Thickness (in.) Allowable Tension Load 1 (160)2 (100) (160)2 Deflection at Allowable Load' (in.) DF/SP (100) SPF/HF 1'h 1825 1825 1440 1800 0.105 3 2000 2145 1440 1835 0.128 1. Load values are valid if the OT2Z is flush with the end of the framing member or installed away from the end. 2. Where noted, allowable loads have been increased up to 60% for short load durations with no further increase allowed. 3. Deflection at highest allowable load includes fastener slip, DT2Z elongation, and bolvrod elongation (L = 6"). Additional elongation of bolt/rod shall be accounted for by the Designer for bolt/rod lengths greater than 6". SHEARWALL NSTALLATON The OT2Z is also suitable for use as a holdown in site-built shearwalls. Meets minimum requirements for many alternate braced wall panels per section R602.1 0.6.1 of the 2006 RC (see table R602.10.6, item 1). nstalls quickly onto a single or double 2x post and attaches to a W' diameter anchor. The OT2Z was tested in accordance with the CC-ES acceptance criteria for Holdowns Attached to Wood Members (AC155). Typical Vertical nstallation for Shearwall Applications NSTALLATON FOR SHEARWALLS nstall OTT2Zto post using the included Simpson Stronq-Tie" Strong-Drive" screws (SOS). A standard cut washer (included) must be installed between the nut and the seat. Refer to the current Wood Construction Connectors catalog for cast-in-place anchorage solutions or for post-installed anchorage solutions see the Anchoring and Fastening Systems for Concrete and Masonry catalog. Simpson Strong-Tie Strono-Drive" screws (SDS) install best with a low-speed, high-torque drill with a hex-head driver. This mer is effective until.j~, and reflects information available as of April 1, 2009, This information is updated periodically and should not be relied upon after JfH8 80, 2t1; contact Simpson Strong-Tie for current nformation and limited warranty or see www.strongtie.com. 2010 Simpson snonc-ne Company nc. P.O. Box 10789, Pleasanton, CA 94588 FDTZZ094/09 expo SMUm 800-999-5099 www.strongtie.com
HL Heavy Angles and Gussets http://www.strongtie.comlproducts/ connectors/hl.asp www.strongtie.com HL Heavy Angles and Gussets Versatile angle gussets and heavy angles promote standardization and construction economy, and are compatible with Strong-Tie structural hardware. Finish: 7 ga Models-Galvanized; 3 ga Models-Simpson Strong- Tie gray paint. Options: Gussets may be added to HL models when L;:: 5" (specify G after model number, as in HL46G). '.' Load Table Gallery of images Code Reports Drawings Catalog Page Related Categories Help for downloads Gallery: top roll over images below to see larger image '.' ". HL53 HL55 Typical HL55 nstallation Load Table: See code report listmgs below top These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Siropson Strong-lie for details. 100 7/16/2011 6:57 AM