PWT Treated LVL Limited 25-Year Transferrable Warranty Limited Warranty. Subject to the terms and conditions of this limited warranty, Pacific No person or entity is authorized by PWT to make and PWT shall not be bound by any Woodtech Corporation (“PWT”) warrants to the original purchaser or a permitted statement or representation as to the quality or performance of PWT Treated™ LVL other transferee (the “Purchaser”) that, during the warranty period, and when used under than as contained in this limited warranty. This limited warranty may not be altered or normal use and service conditions in connection with (1) above ground, interior or amended except in a written instrument signed by PWT and Purchaser. exterior LVL applications for permanent use in structures (residential, multifamily, or PWT Treated™ LVL INSTALLATION AND MAINTENANCE REQUIREMENTS: commercial) in the United States of America or Canada, and/or (2) for the adequacy 1. Observation and installation: During construction, inspect all components for damage of design values as published by PWT, PWT Treated™ LVL framing components shall and improper installation required by code and required in the PWT Treated™ LVL be free from material defects in workmanship and materials and will not become Installation Guide. Except for sill plates, stair stringers, and columns, the LVL must be structurally unfit for the intended applications due to damage caused by termites or as used for permanent construction applications only, above ground, at least 8 inches a result of fungal rot, decay, or damage from wood destroying insects. The term of this above the ground and/or ground cover and/or ground vegetation and/or splash zone, limited warranty shall be twenty-five (25) years from the date of original purchase for completely separated from concrete and other porous materials by using a barrier permanent use in or attached to a house or other building structure. Installation material impermeable to water in accordance with PWT’s Installation Guide. Sill plates With respect to a residential application, this warranty may be transferred within the must be separated by a sill plate gasket in proper installations to avoid direct contact warranty period beginning from the date of original purchase by the original Purchaser, with concrete and the ground. Columns and stair stringers must be installed with a & Maintenance to a subsequent buyer of the property upon which the PWT Treated™ LVL was originally 1" standoff or uplift post base to avoid direct contact with concrete and the ground. installed. Except as set forth in the preceding sentence, this limited warranty is provided 2. Preventing trapped moisture: Fully enclosed exterior structures or assemblies must to the original purchaser only and is non-transferrable and may not be relied on and will allow for moisture to escape through proper ventilation. DO NOT wrap exterior PWT Requirements not inure to the benefit of, any other person, firm or entity. Treated™ LVL with materials that may trap moisture, such as wood, metal, or plastic Remedy. If any breach of this limited warranty occurs within the warranty period, trim without proper ventilation and drainage. Refer to PWT’s Installation Guide for Purchaser shall notify PWT in writing and, upon confirmation by an authorized PWT cladding details. representative of the breach, PWT’s sole responsibility shall be, at its option, to either 3. Flashing in exterior applications, including, but not limited to, deck substructures: replace the PWT Treated™ LVL which is materially defective or which has become Flashing or approved flashing tape is required on any upward horizontal surfaces of structurally unfit as a result of fungal rot, decay, or damage from wood destroying insects, the PWT Treated™ LVL. Flashing tape must have passed design standard AAMA 711- or refund the portion of the purchase price paid by Purchaser for such PWT Treated™ LVL 13, Level 3, Class A, and have minimum UV protection of 90 days exposure - or be (not including the cost of its initial installation). on PWT’s list of approved tapes. Deck drainage systems that cover upward horizontal PWT shall have the right to inspect, test and/or evaluate the warranty claim and surfaces of PWT Treated™ LVL joists and beams, preventing wetting from occurring, Purchaser shall reasonably cooperate with PWT in connection with such inspection, testing are acceptable substitutions for flashing on the joists and beams. Proper flashing is and/or evaluation. Purchaser further agrees to comply with any all processes and/or required over ledger boards to meet code. Failure to use proper flashing, approved procedures adopted by PWT with respect to evaluating, processing and/or responding to flashing tape, and/or proper deck drainage systems will void the limited warranty. warranty claims. As a condition to evaluating, processing and/or responding to warranty Failure to apply flashing in accordance to the manufacturers’ written installation claims, PWT may further require that the Purchaser provide the first purchaser’s proof of instructions and as required by code will void the limited warranty. purchase and/or pictures or samples of the PWT Treated™ LVL at issue. 4. Maintenance in exterior applications, including, but not limited to, deck substructures: To make a claim under this limited warranty, Purchaser, or a permitted transferee (as PWT Treated™ LVL must not be installed or become in contact with the ground in authorized above), within the warranty period referred to above and within thirty (30) use in a structure. Regular efforts must be made to remove debris buildup around days of discovery of a breach, shall send to PWT picture(s), a description of the claimed wood members and metal connectors and fasteners. Mold fungi and mildew cause breach, and proof of purchase, to the following address: discoloration of the wood surface, commonly appearing as a colored, fuzzy or powdery Pacific Woodtech Corporation, Customer Relations surface growth that can quickly spread over surfaces with high moisture levels. Mold 1850 Park Lane | Burlington, WA 98233-4630 and mildew will not impact the strength or stiffness of a wood member, but the E-mail: [email protected] presence of mold indicates a high moisture condition where, without preservative Exclusions. Purchaser acknowledges and agrees that PWT does not warrant against treatment and proper maintenance, decay or deterioration would likely develop. and is not responsible for any condition attributable to: (1) non-compliance with any 5. Proper connectors and fasteners: Appropriate connectors and fasteners must be requirements published in the PWT Treated™ LVL guides (see PWT website for current used for the conditions-of-use to avoid failure due to corrosion or overloading. In requirements) for handling, structural design specifications, installation and maintenance, all exterior applications or any other conditions where excess moisture is present, including the requirements listed in the following items 2 through 14 (2) defects caused high quality, exterior grade, stainless steel or hot dipped galvanized or durable grade by improper installation or damage caused by improper fastener installation, including, fasteners are required. but not limited to, ground contact; (3) use of PWT Treated™ LVL beyond normal use or 6. Refer to the current published PWT Treated LVL guides for handling, structural design service conditions, or in an application not recommended by PWT’s guidelines and local specifications, installation and maintenance requirements available on the PWT website. building codes; (4) damage caused by overloading of PWT Treated™ LVL members or 7. PWT Treated™ LVL that is used in a way that does not satisfy all the above structural connectors and fasteners; (5) damage caused by failure to use appropriate requirements is not covered by this limited warranty. connectors and fasteners or as a result of the failure of connectors or fasteners due to corrosion; (6) damage caused by factors other than environmental or atmospheric Disclaimers; Limitations of Liability. EXCEPT FOR THE REMEDIES SPECIFICALLY PROVIDED processes; (7) failure to strictly abide by PWT Treated™ LVL standard installation and IN THIS LIMITED WARRANTY, UNDER NO CIRCUMSTANCES SHALL PWT BE LIABLE FOR ANY maintenance practices, including as described below; (8) movement, distortion, collapse, DIRECT, INDIRECT, SPECIAL, INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES BECAUSE settling of the ground, or other defects in the structure; (9) any act of God (such as OF THE FAILURE OF PWT TREATED™ LVL, OR FOR ANY CLAIMED DEFECT IN CONNECTION flooding, hurricane, earthquake, lightning, etc.); THEREWITH, INCLUDING BUT NOT LIMITED TO ANY DAMAGES BECAUSE OF DAMAGE OR HARM TO OR LOSS OF OTHER PROPERTY, LOSS OF TIME, LOSS OF USE, LOST PROFITS, LOST (10) improper handling, storage, abuse or neglect of PWT Treated™ LVL products REVENUE, LOST GOODWILL, BUSINESS INTERRUPTION, LABOR COSTS, MATERIAL COSTS, by Purchaser, the permitted transferee or third parties; (11) any alterations to the INVESTIGATION COSTS, TESTING COSTS, COSTS OF INSTALLATION OR REINSTALLATION, PWT Treated™ LVL after the original installation; (12) improper storage, installation, ATTORNEYS’ FEES, EXPERT FEES, PERSONAL INJURY (INCLUDING BUT NOT LIMITED TO maintenance; (13) weathering of wood, including by not limited to raised grain, minor DEATH), DAMAGE TO REAL OR PERSONAL PROPERTY, TEMPORARY LIVING EXPENSES, AND localized edge checking, loose strands on the surface, warping, shrinkage, swelling, other IMPORTANT NOTE: PWT Treated is Laminated Veneer Lumber rated for exterior use (UC3B— ANY AND ALL OTHER SIMILAR COSTS AND EXPENSES, WHETHER SUCH DAMAGES ARE physical or aesthetic property of wood; or (14) ordinary wear and tear. SOUGHT IN CONTRACT, IN TORT OR OTHERWISE. EXCEPT FOR THE SPECIFIC WARRANTY non-ground contact). PWT Treated LVL has a moisture content of 6-8% when it leaves the NO GROUND WATER OR WATER APPLICATIONS PERMITTED. PWT Treated™ LVL may COVERAGE SET FORTH IN THIS LIMITED WARRANTY, PWT DOES NOT MAKE, AND HEREBY factory. It is imperative that PWT Treated LVL remains protected from precipitation and high not be installed in contact with the ground and a clearance from debris buildup must EXPRESSLY DISCLAIMS, ANY AND ALL REPRESENTATIONS OR WARRANTIES OF ANY KIND, be maintained. PWT Treated™ LVL may not be installed under the surface or within the WHETHER EXPRESS OR IMPLIED, WITH REGARD TO PWT TREATED™ LVL, AND/OR THE humidity until it is installed. Once installed and flashed as stated in the installation guidelines, splash zone of any body of water due to effects caused by constant saturation. Any such PERFORMANCE, APPLICATION OR USE THEREOF, AND ALL SUCH OTHER REPRESENTATIONS installations shall void this limited warranty. AND WARRANTIES, INCLUDING BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF it will remain dimensionally stable for many years to come. TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, THIS LIMITED WARRANTY SHALL MERCHANTABILITY AND/OR FITNESS FOR A PARTICULAR PURPOSE, ARE HEREBY EXPRESSLY NOT COVER AND PWT SHALL NOT BE RESPONSIBLE FOR COSTS AND EXPENSES INCURRED EXCLUDED AND DISCLAIMED. WITH RESPECT TO THE REMOVAL OF ANY PWT PRODUCTS OR THE INSTALLATION OF Some States or Provinces do not allow the exclusion or limitation of incidental or REPLACEMENT MATERIALS, INCLUDING BUT NOT LIMITED TO LABOR AND FREIGHT. consequential damages, so the above limitation or exclusion may not apply to Purchaser. pacificwoodtech.com/treated This limited warranty only applies to PWT Treated™ LVL that is protected, installed, used This warranty gives Purchaser specific legal rights, and Purchaser may also have other and maintained in accordance with the PWT Treated™ LVL Installation and Maintenance rights that vary from State to State or Province to Province. PWTT 20-0818 Requirements set forth below. page 1 Safety and Construction Precautions Installation and Maintenance Requirements Observation and installation: These are general recommendations and in some cases, additional precautions may Before and during construction inspect all components for damage or improper installation. be required. Except for sill plates, stair stringers, ledgers and columns, the LVL must be used for permanent construction applications only, Installation above ground, at least 8 inches above the ground and/or ground cover and/or ground vegetation and/or splash zone, • Walking on the joists should not be permitted until they are properly braced. completely separated from concrete and other porous materials by using a barrier material impermeable to water in accordance with PWT's Installation Guide. Sill plates must be separated by a sill plate gasket in proper installations to avoid • All hangers, rim boards, rim joists and blocking at the end supports of the joists must direct contact with concrete and the ground. Ledger must be separated from concrete by sill gasket or self-adhering butyl or Do not allow workers to walk on be installed and nailed properly. rubberized-asphalt flashing. Columns and stair stringers must be installed with a 1" standoff or uplift post base to avoid direct joists until joists are fully installed contact with concrete and the ground. and braced, or serious injuries • During installation, a minimum of 1 x 4 temporary bracing is required. can result. • Bracing members should be spaced at 8'– 0" o.c. and nailed to each joist with two 8d Preventing trapped moisture: nails (10d box nails if bracing thickness exceeds 1"). Fully enclosed exterior structures or assemblies must allow for moisture to escape through proper ventilation. • Lap bracing ends and anchor them to temporary or permanent sheathing or decking DO NOT wrap exterior PWT Treated™ LVL with materials that may trap moisture, such as wood, metal, or plastic trim without nailed to the first 4' of joists at the end of the bay or a braced end wall. proper ventilation and drainage. • The ends of cantilevers must be temporarily braced on both the top and bottom of joist. Flashing in exterior applications, including, but not limited to, • Never overload joists with loads that exceed design loads. deck substructures: • Only remove the bracing as the sheathing or decking is attached. Flashing or approved flashing tape is required on any upward horizontal surfaces of the PWT Treated™ LVL. Flashing tape Never stack building materials must have passed design standard AAMA 711-13, Level 3, Class A; perform in high- and low-temperature extremes; and have over unsheathed joists. Stack • When stacking construction material, stack only over beams or walls, NOT on minimum UV protection of 90 days exposure. only over joists or walls. unsheathed or decked joists. Deck drainage systems or waterproof membranes that cover upward horizontal surfaces of PWT Treated™ LVL joists and beams, and preventing wetting from occurring, are acceptable substitutions for flashing on the joists and beams. Storage and Handling Guidelines Proper flashing is required over ledger boards to meet code. Failure to use proper flashing, approved flashing tape, and/or proper deck drainage systems will void the warranty. Storage Failure to apply flashing in accordance to the manufacturers’ written installation instructions and as required by code will void • Store bundles with wood lying in flat orientation on a smooth, level, well-drained and the warranty. Product installed within a permanently covered structure does not require flashing. supportive surface. The following list of tapes qualify: • Bundles should not be in contact with the ground. Manufacturer Product Material Type • Place 2x or LVL spacers (at a maximum of 10' apart) between bundles and the ground Huber Zip Systems Flashing Tape Acrylic and bundles stored on top of one another. Nichigo G-Tape 3040BK Acrylic Bundles should remain wrapped, strapped and protected from the weather until Deckorators Joist & Flashing Tape Butyl time of installation. Henry FortiFlash Joist Guard Butyl L ⁄ Imus Industries Imus Seal Butyl Handling L L ⁄ Nashua Window & Door Flashing Tape Butyl • Avoid excessive bowing during all phases of handling and installation (i.e. measuring, Tite-Seal Deck Flash Barrier Butyl sawing or placement). Trex Trex Protect Butyl • Damage may result if the beam is twisted or a load is applied to it while it is lying flat. Protecto Wrap Deck Joist Tape 3M 3M All Weather Flashing Tape Film FAQ: Is it necessary to retreat cut ends, notches and holes? DeckWise WiseWrap Joist Tape Rubberized Asphalt Grace Vycor Rubberized Asphalt No, since PWT Treated LVL is treated throughout the piece (no gradient), retreatment is not necessary. However, it is recommended to recoat end cuts with a sealer or paint to minimize swelling, as moisture will wick into end-grain fibers MFM DeckWrap Rubberized Asphalt more quickly than edges and faces. Resisto Joist Guard SBS Modified Bitumen page 2 Maintenance in exterior applications, including, but not limited to, PWT Treated LVL Stair Stringers deck substructures: Improved Performance PWT Treated™ LVL must not be installed or become in contact with the ground in use in a structure. TABLE 2A MAXIMUM STRINGER RUN TABLE 2B. MAXIMUM STRINGER RUN Regular efforts must be made to remove debris buildup around wood members, metal connectors, and fasteners. DRY USE — 40 PSF LIVE LOAD AND 12 PSF DEAD LOAD DRY USE — 60 PSF LIVE LOAD AND 12 PSF DEAD LOAD Mold fungi and mildew cause discoloration of the wood surface (commonly appearing as a colored, fuzzy, or powdery surface Tread Width 36" 42" 44" 48" Tread Width 36" 42" 44" 48" growth) that can quickly spread over surfaces with high moisture levels. Number of Stringers: Number of Stringers: Stringer Depth Stringer Depth Mold and mildew will not impact the strength or stiffness of a wood member, but the presence of mold indicates a high 2 3 3 3 3 2 3 3 3 3 moisture condition. 2-ply 1½" x 11¼" 10'-10'' 12'-6'' 11'-8'' 11'-8'' 10'-10'' 2-ply 1½" x 11¼" 9'-2'' 10'-10'' 10'-0'' 10'-0'' 10'-0'' 2-ply 1¾" x 11⅞" 12'-6'' 14'-2'' 14'-2'' 13'-4'' 13'-4'' 2-ply 1¾" x 11⅞" 10'-10'' 12'-6'' 12'-6'' 11'-8'' 11'-8'' Excessive moisture content for long periods can cause damage to any exterior-use wood product. 2-ply 1¾" x 14" 14'-2'' 14'-2'' 14'-2'' 14'-2'' 14'-2'' 2-ply 1¾" x 14" 14'-2'' 14'-2'' 14'-2'' 14'-2'' 14'-2'' Proper connectors and fasteners: Code Minimums Appropriate connectors and fasteners must be used for the conditions-of-use to avoid failure due to corrosion or overloading. TABLE 2C. MAXIMUM STRINGER RUN TABLE 2D. MAXIMUM STRINGER RUN In all exterior applications or any other conditions where excess moisture is present, high quality, exterior grade, stainless DRY USE — 40 PSF LIVE LOAD AND 12 PSF DEAD LOAD DRY USE — 60 PSF LIVE LOAD AND 12 PSF DEAD LOAD steel or hot dipped galvanized or durable grade fasteners are required. Tread Width 36" 42" 44" 48" Tread Width 36" 42" 44" 48" Number of Stringers: Number of Stringers: PWT Treated™ LVL that is used in a way that does not satisfy all the above requirements is not covered by the PWT Treated™ Stringer Depth Stringer Depth LVL limited warranty. 2 3 3 3 3 2 3 3 3 3 1½" x 11¼" 8'-4'' 10'-0'' 9'-2'' 9'-2'' 9'-2'' 1½" x 11¼" 7'-6'' 8'-4'' 8'-4'' 8'-4'' 7'-6'' SCREWS 1¾" x 11⅞" 10'-0'' 11'-8'' 10'-10'' 10'-10'' 10'-10'' 1¾" x 11⅞" 9'-2'' 10'-0'' 10'-0'' 9'-2'' 9'-2'' 1¾" x 14" 14'-2'' 14'-2'' 14'-2'' 14'-2'' 14'-2'' 1¾" x 14" 12'-6'' 14'-2'' 13'-4'' 13'-4'' 13'-4'' LVL Thickness LVL Depth LVL Orientation Screw Size Shank Diameter Minimum End Minimum Screw [in] Distance [in] Spacing [in] Notes: #7 0.128 0.5 1 1. Table values are based on a maximum step rise of 7¾'' and a minimum 7. To minimize squeaks, install treads with panel adhesive in addition to #8 0.130 0.75 1.5 step run of 10''. nails or screws. 1½" Minimum All Edge #9 0.134 1.75 3 2. Verify compliance with the local building code. 8. Stringers shall be separated from concrete or masonry with #10 SD Connector* 0.169 0.75 2 3. Table values are limited by deflection equal to L/360 at live load or 1” stand-off. #12 and larger sizes not recommended L/240 at total load. 9. If only cut stringers are used, a minimum of three stringers are required. #10 SD Connector 0.169 3 3 4. Stringer runs are based on 100% duration of load. 10. Stringer run refers to the horizontal projection of the stairs. #12 0.175 3 3 5. For other design loads, stair constructions, or attachment details, consult 11. Single ply stringers are acceptable; however, however, 3" minimum LedgerLOK 0.230 3 3 with the design professional. stringer width is recommended. Use appropriate thickness based upon 1¾" 7¼" Edge Minimum Minimum 0.25"* 0.250 3 3 6. Stringers are unstable until treads are installed. in-use exposure and climate. 0.27"* 0.270 3 3 ⅜ x 4" Lag* 0.375 3 3 #8 0.130 0.75 2 Laying out the bottom of a stair #9 0.134 1.75 3 1½" stringer with building hardware Minimum All Face #10 SD Connector 0.169 2.5 5 1" min. offset #12 0.175 2.5 4 Installation recommendations: required predrilling recommended for larger sizes 1. Place the finished stair stringer into its proper position, without nailing it (this may LedgerLOK 0.230 2.5 3 require two or more people or in some cases, a crane, to lift the heavy objects). 0.25" 0.250 2.5 2 2. Place the hardware or base plate below the stringer and mark its exact location. Note: A raised base plate will inhibit moisture in the concrete 1¾" All Face Minimum 0.27"* 0.276 2.5 3 3. Remove the stair stringer and fasten the base plate securely to the concrete foundation. slab (or surrounding area) from absorbing into and eventually ⅜ x 4" Lag* 0.375 3 4 4. Install stair stringer. destroying the wooden stringer. Notes: FIGURE 1. Joist-to-Beam Detail 1. Edge distance shall be sufficient to prevent splitting. 3. Assumes self-tapping heads. 2. Fastener sizes and closest on-center spacing not specifically described *predrilling required Option 1 Option 2 Option 3 above are beyond the scope of this publication. Mechanical Top of beam Joist (not recommended) NAILS fastener or or ledger and hanger Nail Diameter Minimum End Minimum Nail hurricane joist—same LVL Thickness LVL Depth LVL Orientation Nail Size [in] Distance [in] Spacing [in] clip elevation 8d & smaller 0.131 2.5 3 7¼" Edge 10d & 12d 0.148 3.5 4 1½" Minimum Minimum 16d 0.162 3.5 5 12d & smaller 0.148 1.5 3 All Face 16d 0.162 1.5 5 Notes: 1. Minimum fastener spacing values apply to a single row of nails driven 4. Tabulated closest on-center spacing for face orientation is applicable into the edge of LVL. to nails that are installed in rows parallel to the grain (length) of 2. Edge distance shall be sufficient to prevent splitting the LVL. For nails installed in rows perpendicular to the direction of grain (width/depth) of the LVL, the closest on-center spacing for face 3. Fastener sizes and closest on-center spacing not specifically described orientation shall be sufficient to prevent splitting of the LVL. Place blocking over beams when joists are cantilevered or as required by design above are beyond the scope of this publication. page 3 FIGURE 2A. Approved Post-to Beam FIGURE 2B. Post-to-Beam Attachment FIGURE 4. Guard Post to Outside — Joist/Rim Board Example — Recommended Attachment Post Cap Attachment (not recommended)

Section

N Flashing tape Solid-sawn or Guard Posts may be multiple-ply beam located on either side of the outside joist

Guard Post {NOTCHING OF PWT TREATED LVL COLUMNS IS NOT RECOMMENDED} Two through-bolts At first interior bay, provide 2x Post and washers per code blocking at guard posts with hold- down anchors; attach blocking per code at top and bottom, each side.

Typical post At splice

Outside joist—min. 2x8 FIGURE 3. Ledger Board Fastener Spacing and Clearances

2" min. Stagger fasteners in Plan View two rows or more At first interior bay, provide 5" max. 2x blocking at guard posts with hold-down anchors; attach blocking per code at 2" min. top and bottom, each side.

2" min. Ledger Lag screw, through-bolt, 2" min. or anchor with washer

• Predrill all through-bolts and lags Guard post Outside joist—min. 2x8 • Predrill all holes within 2" of edge/end • Fasteners: use approved throughbolts, anchors, lags (quantity and diameter) as required per code

General Notes: • It is the responsibility of the designer to provide hardware and fastener installation requirements. • See Deck Construction Guide at awc.org for helpful installation information. • Be sure to review this guide carefully for recommended attachments and fastener requirements specific to PWT Treated LVL.

page 4 FIGURE 5. Post Installation — Top Mount FIGURE 6. Cladding Do not wrap PWT Treated with  Flashing tape required to meet PWT installation and warranty guidelines. Cladding on Beams Cladding on Columns moisture-trapping materials, such as plastic, wood, or metal that does not Install two 2x8-inch (min.) cross-bracing frames in between joists at a 7¼-inch distance. allow for ventilation and drainage. A total of 12, 3-inch screws must be attached. Cladding Cladding

65% PWT Treated™ beam Cross-bracing Cross-bracing For proper frame frame ventilation and drainage, 7¼" Minimum maintain gap ⅜" treated- or decay- at bottom Vented cladding resistant furring. at bottom Follow manufacturer’s instructions for proper installation.

LVL Hole Details Install two 2x8-inch blocking boards under post location. A total of 24, 3-inch screws must be attached. HOLES IN LVL BEAMS Blocking boards See note 4

⅓ Depth

⅓ Depth

⅓ Depth

¼ Span ⅓ Span

Using the post as a template, mark hole locations and drill through End support Interior support decking and blocking boards.

Notes: 1. This detail applies only to uniformly loaded, simple and multiple span beams. Cantilevered beams and beams that carry concentrated loads are outside the scope of this detail. 2. Square and rectangular holes are not permitted. 3. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam. 4. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. This restriction also applies to the location of access holes relative to bolt holes in multi-ply beams. 5. Do not drill more than three access holes in any four foot long section of beam. 6. The maximum round hole diameter permitted is: LVL Beam Depth 5½" 7¼" 9½" to 24" Maximum Hole Diameter 1⅛" 1½" 2"

Note: All lags must follow recommendations per Table 1. 7. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification® for Wood Construction. It is the responsibility of the designer to verify/provide all fastener information. 8. Beams deflect under load. Size holes to provide clearance where required. Details in figures are recommendations that should be verified.

page 5 PWT Treated Multiple-Ply Beam Assembly All fasteners and carrying hardware must be exterior type and code accepted. See strongtie.com/deckcenter for more information.

Combinations of 1¾" Plies NAILS STRONG-DRIVE® SDWS TIMBER SCREWS

2-Ply 3-Ply 4-Ply 2-Ply 3-Ply 4-Ply Nail Spacing 6" min. end 8" min. between distance fasteners 17⁄16" min. edge distance

⅝" min. 4" min. ⅝" min. stagger between between staggered non-staggered rows rows

Spacing Requirements ALLOWABLE UNIFORM SIDE LOAD (PLF) ALLOWABLE UNIFORM LOAD APPLIED TO EITHER OUTSIDE MEMBER (PLF) 3¼" x 0.131" Nails 16d Common Nails 3½" x 0.162" Nominal Structural Composite Lumber 2 Rows at 12" o.c. 3 Rows at 12" o.c. 2 Rows at 12" o.c. 3 Rows at 12" o.c. Screw SDWS Timber Screws @ 12" o.c. SDWS Timber Screws @ 16" o.c. SDWS Timber Screws @ 24" o.c. 2-Ply (2–1¾") 390 585 565 845 Length [in] 2 Rows 3 Rows 2 Rows 3 Rows 2 Rows 3 Rows 3-Ply (3–1¾") 290 435 425 635 2-ply 3½ 1020 1530 765 1148 510 765 4-Ply (4–1¾") Use bolts for this condition (see note 1). 3-ply 3½ 765 1148 574 861 383 574 Notes: 3-ply 5 1215 1823 911 1367 608 911 1. Minimum fastener schedule for smaller side loads and top-loaded beams: or greater dimensions, shall be provided between the wood and the bolt 4-ply 6 1080 1620 810 1215 540 810 2-ply and 3-ply beams 12" deep or less: 2 rows 3¼" x 0.131" at 12" o.c. head, and between the wood and the nut. The distance from the edge Notes: 2-ply and 3-ply beams deeper than 12": 3 rows 3¼" x 0.131" at 12" o.c. of the beam to the bolt holes must be at least 2" for ½" bolts. Bolt holes 4-ply, all beam depths 2 rows ½" bolts at 24" o.c. shall be the same diameter as the bolt. 1. Each ply is assumed to carry load in proportion to its width. 2. The table values for nails may be doubled for 6" o.c. and tripled for 4" 5. 7" wide beams must be loaded from both sides and/or top-loaded. 2. Loads may be applied to either the head side and/or point side concurrently. o.c. nail spacings. 6. Beams wider than 7" must be designed by the engineer of record. 3. Tables are based on Simpson Strong-Tie Fastening Systems Catalog C-F-2019TECHSUP. 3. The nail schedules shown apply to both sides of a three-ply beam. 7. Load duration factors may be applied to the table values. 4. Please consult strongtie.com for the latest fastener details and data. 4. The table values apply to bolts meeting the requirements of ANSI/ASME 8. For proprietary fastener alternatives, consult the manufacturer's Standard B18.2.1. A standard cut washer, or metal plate or strap of equal literature. SCREW DATA Installation Nominal Screw Model No. Length [in] Thread Length [in] • SDWS TIMBER screws install best with a low speed ½" drill How to Use the Maximum Uniform SDWS22312DBB 3½ 2 and a T-40 6-lobe bit. The matched bit included with the 610 plf screws is recommended for best results. SDWS22500DB 5 2¾ Side Load Table • Screw heads that are countersunk flush to the wood surface 300 plf 550 plf SDWS22600DB 6 2¾ are acceptable if the screw has not spun out. EXAMPLE: THREE 1¾" PLIES LOADED FROM BOTH SIDES AND ABOVE (COND. B) Notes: 1. Use allowable load tables or sizing software to size the beam to carry a total load of • Individual screw locations may be adjusted up to 3" to avoid 1. The SDWS TIMBER screws listed are coated with double-barrier conflicts with other hardware or to avoid lumber defects. (300 + 610 + 550) = 1460 plf. coating that provides corrosion resistance equivalent to hot-dip 2. Refer to the Condition B row in the table. Scan across the row from left to right for a table value galvanization, making them suitable for certain exterior and greater than 550 plf, which is the greatest side load carried by the beam. The fourth value in the row preservative-treated wood applications as described in the indicates that 3 rows of 16d common nails at 12" o.c. will accommodate a side load of 635 plf which evaluation report. is greater than the 550 plf required. Use 3 rows of 16d common nails at 12" o.c., from both sides, to To review the PWT Treated User Guide, please visit assemble the beam. pacificwoodtech.com/treated. page 6 General Notes: 1. Outdoor environments are generally more corrosive to steel. If you choose to use ZMAX ® or HDG finish or stainless steel material on an outdoor project, you should periodically inspect your Rev. 1

connectors and fasteners or have a professional inspection performed. Regular maintenance, including water-proofing of the wood used in your outdoor project is also a good practice. 7/04/2018

2. Coatings Available: Page 1 of 7 2.1. ZMAX: Galvanized (G185) 1.85 oz. of zinc per square foot of surface area. (hot-dip galvanized per ASTM A653 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153). 2.2. HDG - Hot Dip Galvanized: Products are hot-dip galvanized after fabrication (14 ga. and thicker). The coating weight increases with material thickness. The minimum specified coating weight is 2.0 oz. per square foot. (per ASTM A123 total both sides). These products require hot-dip galvanized fasteners (fasteners which meet the specifications of ASTM A153). Common2.3. DeckSS - Stainless Connectors Steel: Connectors are manufactured from Type 316L stainless steel, and provide greater durability against corrosion. Stainless-steelDETAIL nails are B. required LUS Joistwith stainless-steel Hangers Flashing tape not shown inproducts, details and for are clarity. available from Simpson Strong-Tie. 1" for 2x's 11 " for 1" for 2x's 1116" for 3. When using stainless steel connectors, use stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors, use HDG fasteners that meet the specifications3x's and 4x's16 of Installation: 3x's and 4x's Installation: Installation: ASTM A153 or equivalent coating offered on Simpson Strong-Tie fasteners.  LUS hangers install with double shear nailing.  LUS hangers install with double shear nailing.  For HUC installations, models have triangle and round General Notes4. Due to many variables involved with outdoor construction, Simpson Strong-Tie cannot provide estimates on service life of connectors, anchors or fasteners.  For HUC installations, models have triangle and round  For installations into single 2x headers or holes. To achieve maximum loads, fill both round and 5. To obtain optimal performance from Simpson Strong-Tie products, the products must be installed properly and used in accordance with the installation instructions and design limits provided by For installations into single 2x headers or holes. To achieve maximum loads, fill both round and ledgers, use the specified full length fasteners triangle holes (fastener quantities listed fill both holes). Rev. 1 Rev. 1 PWT Treated is non-corrosive;Simpson Strong-Tie. choose the appropriate coating (Exterior grade, Z-max, HDG, Stainless) on connectors ledgers, use the specified full length fasteners triangle holes (fastener quantities listed fill both holes). 7/04/2018 into the joist and the following fasteners into  7/04/2018 into the joist and the following fasteners into H For installations into single 2x headers or ledgers, use 6. All installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors, anchors, and fasteners shown. H  For installations into single 2x headers or ledgers, usePage 2 of 7 and hardware for the use of the project. the header for reduced loads in accordance Page 2 of 7 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 H 12246 Holly Street, Riverside, California 92509 the specified full length fasteners into the joist and the 7. Simpson Strong-Tie reserves the right to change the specifications, design and models shown without notice or liability for such changes. H the header for reduced loads in accordance the specified full length fasteners into the joist and the with www.strongtie.com: following fasteners into the header for reduced loads 1. All connectors and8. fastenerSimpson informationStrong-Tie does presented not guarantee in this the performancedocument isor forsafety ease of products of reference that are only; modified, consult improperly current installed connector or not guidesused in accordancefor with the design. with www.strongtie.com:connector manufacturer. following fasteners into the header for reduced loads  10dx1½ nails for installations with Nails in accordance with www.strongtie.com: 9. All references to bolts or machine bolts (MB) are structural quality through bolts (not lag screws or carriage bolts) equal to or better than ASTM A307, grade A. Bolt holes shall be at least a  10dx1½ nails for installations with Nails in accordance with www.strongtie.com: all installation instructions and details.  SD #9x1½ for LUS28Z and LUS210Z SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST:  NORTHEAST: NORTHWEST: 10dx1½ nails for installations with Nails minimum 1/32" and no more than a maximum of 1/16" larger than the bolt diameter per 2005 NDS Section 11.1.2.  SD #9x1½ for LUS28Z and LUS210Z  10dx1½ nails for installations with Nails 2. Self-tapping screws are the preferred fasteners when allowed by connector manufacturer installations with SD Screws  SD #9x1½ for LUC26Z and LUC210Z 10.Unless noted otherwise, all references to standard cut washers refer to Type A plain washers (W) conforming to the dimensions shown in ASME B18.22.1 for the appropriate rod sizes. installations with SD Screws  SD #9x1½ for LUC26Z and LUC210Z  SD #10x1½ for LUS26-2Z and installations with SD Screws 3. It is the responsibility11.Unless of the stated designer otherwise, or Simpsonbuilder Strong-Tieto select propercannot and installation does not make details, any representationconnectors, andregarding fasteners the suitability for a project. of use or load-carrying capacities of connectors installed with improper  SD #10x1½ for LUS26-2Z and B installations with SD Screws B LUS210-2Z installations with SD Screws W B fasteners. W B LUS210-2Z installations with SD Screws W W Typical LUS28Z LUS Typical LUS28Z LUC Typical HUC Installation DETAIL A. Fasteners LUS Installation LUC D01 General Notes Installation (LUC Similar) SDS Screw Fasteners Fasteners SD Screw SD Screw SD Screw SD Screw ¼" x various Dimensions (in.) Dimensions (in.) Fasteners General Notes: 16d 10d #10x2½ #9x2½ 8d #10x1½ #9x1½ lengths Dimensions (in.) Dimensions (in.) GeneralGeneral Notes: General Notes: GeneralNotes: General Notes: Notes: Common Common 16dx2½ Common 10dx1½ Model No. Nails SD ScrewsSD Screws (preferred) ® ® ® ® ® ® 8dx1½ Model No. Nails SD Screws Model No. Nails SD Screws 1. OutdoorGeneral 1.environmentsOutdoor General1.environmentsNotes: areOutdoor generallyGeneral environments1.Notes: areOutdoor more1. generallyOutdoor Notes:corrosive 1.environments areOutdoor moreenvironments generally to corrosivesteel. environments are moreIf yougenerallyare to corrosive steel.generallychoose are moreIf yougenerallyto to more use steel.corrosivechoose ZMAX corrosive Ifmore youto to use corrosiveorchoosesteel. to HDGZMAX steel. If tofinishyou to Ifuse or steel.youchoose orHDG ZMAX stainlesschoose If finishyouto useor chooseto orHDGsteel useZMAX stainless ZMAXmaterial finishto use or or steelHDG ZMAX oronstainless HDG materialan finish outdoor or finish 0 steelorHDG onstainless or project,materialan finish stainless outdoor orsteel you on stainless steel project, anshouldmaterial outdoor material steel periodicallyyou on project, shouldanmaterial on outdoor an periodicallyyouinspectoutdoor on shouldproject,an youroutdoor project, periodically inspectyou project,youshould your should inspect periodicallyyou periodicallyshould your periodicallyinspect inspect your inspectyour your Model No. Nails SD Screws ® ® ® Rev. 1 1. Outdoor environments are generally more corrosive to steel. If you choose to use ZMAX or HDG finish or stainless steel material on an outdoor project, you should periodically inspect your Rev. 1 Rev. 1 Rev. 1 Rev. 1 Rev. 1 1. Outdoor environments1. Outdoor environments are generallyconnectors are more generally and corrosive fasteners more to steel.corrosiveor have If youa toprofessional choosesteel. If toyou useinspection choose ZMAX to performed. useor HDG ZMAX finish Regular or or HDG stainless maintenance, finish steelor stainless material including steel on water-proofing anmaterial outdoor on project, an of outdoor the you wood shouldproject, used periodically youin your should outdoor inspectperiodically project your isinspect also a your good practice. 7/04/2018 W H B Header Joist Header Joist connectors andconnectors fasteners andconnectors or fasteners have a and connectorsprofessional or fasteners have a andconnectorsprofessional inspectionor fastenershave a andprofessionalperformed. inspection or fasteners have a Regular performed. professionalinspection or have maintenance, a Regular performed.professional inspection maintenance, including Regular performed. inspection maintenance,water-proofing including Regularperformed. water-proofingmaintenance, including ofRegular the wood water-proofingmaintenance, including ofused the inwood yourwater-proofing including ofused outdoor the inwood yourwater-proofing project usedof outdoor the isin wood alsoyour project ofa usedoutdoor goodthe is inwood also practice.your project aused outdoorgood is in also practice.your project a outdoorgood is practice.also project a good is alsopractice. a good practice. 7/04/2018 7/04/2018 7/04/2018 7/04/2018 7/04/2018 W H B Header Joist Header Joist W H B Header Joist Header Joist Rev. 1

Rev. 1 Rev. 1 W H B Header Joist Header Joist Page 1 of 7 Page 1 of 7 Page 1 of 7 Page 1 of 7 Page 1 of 7 Page 1 of 7 connectors and fasteners or have a professional inspection performed. Regular maintenance, including water-proofing of the wood used in your outdoor project is also a good practice. 7/04/2018 2. Coatings2. Available:connectorsCoatings2. Available: andconnectorsCoatings fasteners 2.Available: andCoatings 2.or fastenershaveCoatings2. aAvailable: professionalCoatings orAvailable: have Available:a professionalinspection performed. inspection Regular performed. maintenance, Regular maintenance, including water-proofing including water-proofing of the wood usedof the in wood your usedoutdoor in your project outdoor is also project a good is practice.also a good practice. 7/04/2018 7/04/2018 Connectors

Page 1 of 7 4-10d 4-10d - - 2. Coatings 2.Available:Coatings2. Coatings Available:2.1. Available:ZMAX: Galvanized (G185) 1.85 oz. of zinc per square foot of surface area. (hot-dip galvanized per ASTM A653 total both sides). These products require hot-dip galvanized fasteners Page 1 of 7 Round Holes Page 1 of 7 Obound Holes Hexagonal Holes LUS26ZTriangular Holes 1 Diamond 9/16 Holes 4 3/4 1 3/4 LUC26Z 1 9/16 4 3/4 1 3/4 6-10d 4-10dx1½ 6-SD #9x2½ 4-SD #9x1½ 2.1. ZMAX:2.1. GalvanizedZMAX:2.1. Galvanized(G185)ZMAX: 1.852.1. Galvanized(G185) oz. ofZMAX: zinc1.852.1. (G185)per Galvanizedoz. square ofZMAX: zinc1.85 foot per Galvanized(G185)oz. square ofof surfacezinc 1.85 footper (G185) oz. area. squareof of surface zinc 1.85(hot-dip foot per oz. area. ofsquare galvanizedof surface zinc (hot-dip footper area. square ofpergalvanized surface (hot-dipASTM foot area.A653 ofpergalvanized surface ASTM (hot-diptotal both area.A653 per galvanized sides). ASTM (hot-diptotal both TheseA653 pergalvanized sides). ASTMtotal products bothThese A653 per sides).require ASTM totalproducts Thesebothhot-dip A653 requiresides). productstotal galvanized bothhot-dipThese require sides). productsfastenersgalvanized hot-dipThese require productsfastenersgalvanized hot-dip require fasteners galvanized hot-dip fastenersgalvanized fasteners LUS26Z 1 9/16 4 3/4 1 3/4® 4-10d 4-10d - - LUC26Z 1 9/16 4 3/4 1 3/4 6-10d 4-10dx1½ 6-SD #9x2½ 4-SD #9x1½ (fasteners2.1. whichZMAX:(fasteners2.1. meet Galvanized whichtheZMAX:(fasteners2.1. specifications meet (G185)GalvanizedZMAX: whichthe(fasteners 1.85specifications Galvanized (fastenersmeetof (G185)ASTMoz. the whichof(fasteners zincspecifications A153).1.85which (G185) ofmeet per ASTM oz. meet squarewhichthe of1.85 zincA153). specificationsthe ofoz.meet foot perspecificationsASTM of of squarethezinc surface A153).specifications per of foot ASTMsquare area.of of ASTM surface A153). (hot-dipfoot of A153). ASTMof area. surface galvanized A153). (hot-dip area. per galvanized(hot-dip ASTM galvanized A653 per ASTMtotal perboth A653 ASTM sides). total A653 Theseboth total sides). products both These sides). require products These hot-dip productsrequire galvanized hot-dip require fasteners galvanized hot-dip galvanized fasteners fasteners Purpose: to fasten Purpose: to make Purpose: to fasten a Purpose: to increase a Purpose: to temporarily a connector. fastening a connector connector to concrete connector's strength or fasten a connector to 6-10d 4-10d 6-SD #9x2½ 4-SD #9x2½ (fasteners which meet the specifications of ASTM A153). LUS28Z 1 9/16 6 5/8 1 3/4 6-10d 4-10d 6-SD #9x2½ 4-SD #9x2½ LUC210Z 1 9/16 7 3/4 1 3/4 10-10d 6-10dx1½ 10-SD #9x2½ 6-SD #9x1½ 2.2. HDG2.2. - Hot (fastenersDipHDG Galvanized:2.2. - Hot which Dip(fastenersHDG Galvanized: Productsmeet 2.2.- Hot2.2. the whichDipHDG arespecifications Galvanized: Products HDGmeet 2.2.hot-dip- Hot -the DipHotHDG galvanizedare specifications Galvanized: DipProductsof hot-dip- ASTM HotGalvanized: Dip aftergalvanized areA153). Galvanized: Products ofhot-dip fabrication ASTM Products aftergalvanized areA153). Products (14 hot-dipfabricationare ga. hot-dip after and galvanizedare (14 thicker).galvanizedfabricationhot-dip ga. andaftergalvanized The (14thicker).after fabricationcoating ga. fabrication andafter The weight thicker).(14 fabricationcoating ga.(14increases andga.The weight (14andthicker). coating with ga.increasesthicker). materialand Theweight thicker). Thecoating with increasesthickness. coating material Theweight coatingweight withThe thickness.increases materialminimum increasesweight Thewith thickness.increases specified withminimummaterial material Thewithcoating thickness. specified minimummaterial thickness. weight coatingThe thickness. specified Theminimum weight minimum coatingThe specified minimum specified weight coating specified coating weight coatingweight weightFill requirements: in a tight location or masonry. LUS28Zto achieve Max 1 make 9/16 installing easier. 6 5/8 1 3/4 LUC210Z 1 9/16 7 3/4 1 3/4 10-10d 6-10dx1½ 10-SD #9x2½ 6-SD #9x1½ is 2.02.2. oz. perHDGis square2.0 2.2.- oz.Hot foot.per DipHDGis 2.2.square 2.0(perGalvanized: -oz. HotASTMHDG foot.per Dipis square A123-(per 2.0Galvanized: ProductsHotis oz. 2.0ASTM Diptotal foot. peroz. Galvanized:is areboth squareA123(perper2.0 Products hot-dip sides).square oz.ASTM total foot.per galvanizedProducts both areThesefoot.A123square (per hot-dip sides). (per ASTMtotal products foot. are ASTMafter bothgalvanizedThese hot-dipA123(per fabrication sides).require A123 ASTM totalproducts galvanized aftertotal Thesebothhot-dip A123 (14 bothfabrication requiresides). productsga.total galvanizedafter sides). and bothhot-dipThese fabrication thicker).(14 require Thesesides). productsga.fastenersgalvanized and products Thehot-dipThese(14 thicker). ga.coatingrequire (fasteners productsfasteners galvanizedand require Thehot-dipweightthicker). whrequire hot-dipcoating(fasteners fastenersich increasesgalvanized The meet galvanizedhot-dipweight coating whthe (fasteners with ich fastenersgalvanizedincreasesspecifications weight meetmaterial fasteners whthe increases(fasteners withich thickness.fastenersspecifications (fasteners meetof material ASTM with thewh (fasteners The ich specificationsthickness. A153).materialwh ofmeetminimumich ASTM meet whthethickness. Theich A153). specificationsspecifiedthe of meetminimum specificationsASTM The the coating A153).minimumspecifications specified of ASTM weightof ASTMspecified coating A153). of A153). ASTM weight coating A153). weight always fill, unless easier. Fill requirements: LUS210Zstrength. 1 Fill 9/16 requirements 7: none.13/16 1 3/4 8-10d 4-10d 8-SD #9x2½ 4-SD #9x2½ HUC26-2Z 3 1/8 5 3/8 2 1/2 12-16d 6-10d - - is 2.0 oz. per square foot. (per ASTM A123 total both sides). These products require hot-dip galvanized1½ fasteners (fasteners which meet the specifications of ASTM A153). noted otherwise. Fill requirements: always fill when LUS210ZFill requirements: 1 9/16 7 13/16 1 3/4 8-10d 4-10d 8-SD #9x2½ 4-SD #9x2½ HUC26-2Z 3 1/8 5 3/8 2 1/2 12-16d 6-10d - - is 2.0 oz. peris square 2.0 oz. foot. per2.3. square(perSS ASTM - foot. Stainless A123 (per ASTM totalSteel: both A123Connectors sides). total Theseboth are sides).manufactured products These require products from hot-dip Type require 316Lgalvanized hot-dipstainless fasteners galvanized steel, and (fasteners fasteners provide wh greater (fastenersich meet durability thewh ichspecifications againstmeet the corros specifications of ASTMion. Stainless-steel A153). of ASTM A153).nails are required with stainless-steel SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 2.3. SS - 2.3.StainlessSS Steel:- 2.3.Stainless ConnectorsSS Steel:- Stainless2.3. ConnectorsareSS manufactured Steel: - 2.3.Stainless ConnectorsareSS manufactured Steel: -from Stainless areTypeConnectors manufactured Steel:316L from stainless TypeConnectorsare manufactured 316L from steel, stainlessType are and manufactured 316L fromprovide steel, stainless Type and greater 316L fromprovide steel, durability stainlessType and greater 316L provide steel,against durabilitystainless andgreater corros provide steel,against durabilityion. and greaterStainless-steel corros provide against ion.durability greaterStainless-steel corros nails against ion.durability are Stainless-steel required corros nails againstion. are with Stainless-steelrequired corros stainless-steel nailsion. are with Stainless-steelrequired stainless-steel nails arewith required stainless-steel nails are with required stainless-steel with stainless-steel when the designer NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 always fill. fastening a connector SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 2.3. SS - Stainless Steel: Connectors are manufactured from Type 316L stainless steel, and provide greater durability against corrosion. Stainless-steel nails 0.161"are required0.148" with0.131" stainless-steel0.131"  4-16d 4-16d 4-SD #10x2½ 4-SD #10x2½ NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 products,2.3. andSSproducts, are- Stainless2.3. available andSSproducts, Steel:are - fromStainless available Connectors Simpsonandproducts, areSteel: fromproducts, availableStrong-Tie. areConnectorsSimpson andproducts, manufactured andare from availableStrong-Tie.are Simpsonare and available manufactured are from from Strong-Tie.available fromType Simpson Simpson316L from Strong-Tie. stainless TypeSimpson Strong-Tie. 316L steel, Strong-Tie. stainless and provide steel, andgreater provide durability greater against durability corros againstion. Stainless-steel corrosion. Stainless-steel nails are required nails arewith required stainless-steel with stainless-steel to concrete or LUS26-2Zspecifies Max nailing. 3 1/8 4 7/8 2 4-16d 4-16d 4-SD #10x2½ 4-SD #10x2½ HUC28-2Z 3 1/8 7 2 1/2 14-16d 6-10d - - products, andproducts, are available3.products, andWhen are from using availableand Simpson arestainless available from Strong-Tie. steelSimpson from connectors, SimpsonStrong-Tie. useStrong-Tie. stainless steel fasteners. When applications allow the use of ZMAX/HDG galvanized connectors, use HDG fasteners that meet the specifications of masonry. 3. When using3. When stainless using3. steelWhen stainless connectors, using3. steel Whenstainless connectors,use using stainless3. steelWhen stainless connectors,use steel using stainless steel fasteners. stainless useconnectors, steel stainless steel Whenfasteners. connectors,use applicationssteel stainless Whenfasteners. use applications allowsteel stainless When fasteners.the use applications allowsteel of ZMAX/HDGWhen fasteners.the use applicationsallow of ZMAX/HDGWhen galvanizedthe use applications allow of ZMAX/HDGcgalvanized onnectors,the use allow of cZMAX/HDGgalvanizeduse onnectors,the HDGuse of fasteners cZMAX/HDGusegalvanizedonnectors, HDG that fasteners usec galvanizedmeetonnectors, HDG the that fastenersspecifications cusemeetonnectors, HDG the that specificationsfasteners usemeetof HDG the that specificationsfasteners ofmeet the that specifications ofmeet the specifications of of  8-16d 6-16d 8-SD #10x2½ 6-SD #10x2½ ASTM A1533. WhenASTM or equivalent using A1533. WhenASTMstainless or coating equivalent3. usingA153When steel offered ASTMstainlessor coatingconnectors,usingequivalentASTM on A153 stainlessSimpsonsteel offered A153ASTM or coating useconnectors,equivalent or on steelStrong-TieA153 stainlessequivalent Simpson offered connectors, or coating useequivalent steel on fasteners.Strong-Tiecoating stainless Simpson fasteners.offered use coatingoffered stainlesssteel fasteners.onStrong-Tie SimpsonWhen offeredonfasteners. Simpsonsteel applications fasteners.on Strong-Tiefasteners. SimpsonWhen Strong-Tie applicationsallow fasteners.WhenStrong-Tie fasteners.the applications use allow fasteners.of ZMAX/HDG the allow use of the ZMAX/HDGgalvanized use of ZMAX/HDG c galvanizedonnectors, galvanized useconnectors, HDG c fastenersonnectors, use HDG that use fasteners meet HDG the fasteners that specifications meet that the meetspecifications of the specifications of of LUS210-2Z 3 1/8 9 2 8-16d 6-16d 8-SD #10x2½ 6-SD #10x2½ HUC210-2Z 3 1/8 8 13/16 2 1/2 18-16d 10-10d - - 4. Due to many4. ASTMDue variables to A153 many4. involved ASTMDueor variables equivalent to A153many withASTM4. involved Due oroutdoor variables4.coating equivalentA153 Dueto many with 4.toconstruction,oroffered involved manyDue equivalentoutdoor variablescoating to onvariables manywith Simpsonconstruction, offered Simpsoncoatinginvolved outdoor variables involved onStrong-Tie offered Strong-Tiewithconstruction,Simpson Simpsoninvolved withoutdoor on outdoor fasteners. SimpsonStrong-Tie cannotStrong-Tiewith construction, Simpson outdoor construction, provideStrong-Tie fasteners. cannotStrong-Tie construction, Simpsonestimates fasteners.provideSimpson cannot Strong-Tie on Simpsonestimates Strong-Tieservice provide cannot Strong-Tielife on estimates cannotofservice connecprovide providecannot life ontors, estimates ofservice connec anchorsprovideestimates2½ life ontors, estimatesofor service on connecfasteners.anchors service life ontors, or ofservicelife fasteners.anchorsconnec of connec lifetors, or of fasteners.tors, connecanchors anchorstors, or fasteners.anchors or fasteners. or fasteners. 1. indicates connector is available in stainless steel. Replace Z in model number 1. indicates connector is available in stainless steel. Replace Z in model number 1.1.  indicates indicates connectorconnector isis availableavailable inin stainlessstainless steel.steel. ReplaceReplace ZZ in in model model number number with SS when ordering. 1. indicates connector is available in stainless steel. Replace Z in model number 5. To obtain4.5. optimalDueTo obtain to performancemany4.5. optimalDueTo variables obtain to 4.performance many fromDue5. optimalinvolved To Simpsonvariables5.to obtainmanyTo performance withfromobtain5. variables Strong-Tieoptimalinvolved outdoorToSimpson optimal obtain performance frominvolved withconstruction, products, Strong-Tieoptimalperformance Simpsonoutdoor with performance thefrom construction, products,outdoorSimpsonStrong-Tie productsfrom Simpson Simpsonconstruction, theStrong-Tiefrom mustproducts, Strong-TieSimpson products Simpson beStrong-Tie installed cannotthe SimpsonStrong-Tie must products, Strong-Tie products products,beprovideproperly Strong-Tieinstalled cannotthe must products, estimates andproductsthe be properlyprovide productsusedcannot installed the on mustin estimates andproductsprovideaccordanceservice must properlybe used installed be estimateslife mustonin installed andof accordancewithservice connecbeproperly used the installedon properly life installationintors,service accordanceandofwith anchorsconnecproperly andused thelife instructionsusedinstallationof intors, orconnec andwithaccordance fasteners.in anchors used accordancethe0.161"tors, instructionsandinstallation in oranchors accordance withdesign 0.162"fasteners. withthe instructionslimitsand or installation0.131"the fasteners. with designinstallation provided 0.131"the limitsand instructionsinstallation by designinstructions provided limitsinstructionsand by anddesign provided design limitsand by limitsdesign provided provided limits by provided by by with SS when ordering. with SS when ordering. with2. Refer SS whento current ordering. Wood Construction Connectors catalog for additional information. with SS when ordering. 5. To obtain5. optimalTo obtain performance5. To optimal obtainSimpson performance optimalfrom Simpson Strong-Tie. performance from Strong-Tie Simpson from products, SimpsonStrong-Tie theStrong-Tie products, products products, the must products be theinstalled productsmust properlybe installedmust andbe installedproperly used in accordanceandproperly used and 3in withaccordance used the in installationaccordance with the instructions installationwith the installation andinstructions design instructions limits and design provided and limits design by provided limits providedby by 2. Refer to current Wood Construction Connectors catalog for additional information. Simpson Strong-Tie.Simpson Strong-Tie.Simpson Strong-Tie.Simpson Strong-Tie.Simpson Strong-Tie. 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood Construction Connectors catalog for additional information. Simpson Strong-Tie.Simpson SimpsonStrong-Tie.6. All Strong-Tie. installation notes and guidelines within the current Wood Construction Connectors catalog shall apply for the connectors, anchors, and fasteners shown. Speed Prongs Dome Nailing Double Shear Nailing 2. Refer to current Wood Construction Connectors catalog for additional information. 6. All installation6. All notesinstallation 6.andAll guidelines notesinstallation and6. withinAll guidelines notes installation the and6. current withinAll guidelines notesinstallation Woodthe and current within Constructionguidelines notes Woodthe and current within Constructionguidelines Connectors Wood the current withinConstruction Connectorscatalog Woodthe currentshall Construction Connectorscatalog apply Wood forshall Constructionthe catalogConnectors apply connectors, forshall the Connectorscatalog apply connectors,anchors, for shall the catalogand apply connectors,anchors, fasteners forshall the and apply anchors,connectors,shown. fasteners for0.148" the and connectors,shown.anchors, fasteners and shown.anchors, fasteners and shown. fasteners shown. 0.25" Used to temporarily This feature guides The nail is installed in 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 7. Simpson6.7. Strong-TieAllSimpson installation 6.7. reservesStrong-TieAllSimpson notes installation6. the and Allreserves7.Strong-Tie right installation Simpsonguidelines7. notes toSimpson changethe andreserves7. Strong-Tieright noteswithinSimpson guidelines theStrong-Tie to andchangespecifications,the reserves Strong-Tiecurrentrightguidelines within reservesthe to changespecifications,Wood the designwithinreserves currentrightthe Construction the right to theand specifications, changeWoodthe currentto modelsdesign changeright Construction Connectorsthe Wood to andshown specifications,changethe modelsdesign Constructionspecifications, without thecatalogConnectors andshown specifications, noticemodels design shall Connectorswithout design orcatalog apply shownand liability notice andmodelsdesign for shall withoutcatalog forthemodels or sucapply andshownconnectors,liability hnoticeshall modelsshownchanges. for withoutfor applythe or suc without shownliabilityanchors,connectors, for h3½notice changes. the withoutnoticefor connectors,orand suc liabilityanchors, orfastenersh notice changes.liability for oranchors,and suc forshown.liability fastenersh suc changes. h andfor changes. sucfasteners shown.h changes. shown. 12246 Holly Street, Riverside, California 92509 position12246 Holly Street, Riverside, California 92509 and secure the12246 Holly Street, Riverside, California 92509 the nail into12246 Holly Street, Riverside, California 92509 the joist 12246 Holly Street, Riverside, California 92509 the joist and header, Pilot Holes 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 7. Simpson 7.Strong-TieSimpson7. reserves SimpsonStrong-Tie8. Simpson the Strong-Tie reserves right Strong-Tieto change reservesthe right thedoes tothe specifications,change rightnot guarantee to the change specifications, design the the performance specifications, and models design orshownand designsafety models without ofand products shown models notice without that shownor liability are notice withoutmodified, for or suc noticeliability himproperly changes. or for liability suc installedh changes.for suc orh notchanges. used in accordance with the design. connector12246 Holly Street, Riverside, California 92509 for easier and12246 Holly Street, Riverside, California 92509 and header at a 45° distributingD03 the load LUSTooling Joist holes for Hangers 8. Simpson8. Strong-TieSimpson 8. doesStrong-TieSimpson not guarantee does8.Strong-TieSimpson not the guarantee does8.performance Strong-TieSimpson not the guarantee performancedoes Strong-Tie or safety not the guarantee of performancedoes orproducts safety not the guarantee ofthat performance orproducts aresafety modified, the ofthat performance productsor are safety improperly modified, thatof productsor are safety installedimproperly modified, thatof orproducts arenot installedimproperly modified,used that orin areaccordancenotinstalled improperly modified,used orin accordancenotwithinstalled 0.162"improperly used the design. inor accordance withnotinstalled used the design. orin withaccordancenot used the design. in accordancewith the design. with the design. DETAIL C.D03 D03 LUC, HUC LUS Joist LUS Hangers Joist Joist Hangers Hangers D04D04 LUC, LUC, HUC HUC Joist Joist Hangers Hangers faster installation. angle. throughD03 two points on LUS Joistmanufacturing Hangers D04D04 LUC, LUC, HUC HUC Joist Joist Hangers Hangers 9. All references8.9. SimpsonAll toreferences bolts 8.9.Strong-Tie orSimpsonAll machine toreferences bolts8. does Simpson9.Strong-Tie orboltsAll machine9.not to references(MB) All boltsguarantee Strong-Tie referencesdoes9. are orboltsAll machine structuralnot to references(MB)the doesboltsguarantee to performance arebolts boltsornot quality structuralmachine guaranteetoor (MB) the boltsmachine through performance areor boltsor quality safety structuralmachinethe bolts (MB) performance throughof (MB)(not productsareor boltsquality safety lag structuralare bolts (MB) screws structuralthrough thatorof (not safetyareproducts arequality or lagstructural boltsmodified,carriage quality ofscrews productsthroughthat (not through arequalitybolts) orlagimproperly carriagebolts modified, thatscrews equalthrough bolts are(not bolts)installedor modified,to (notlagimproperly carriageorbolts screws lagbetterequal (notorscrews improperly bolts)not thanto installedorlag or carriageused screws orASTM betterequal carriage ininstalledor accordance thantoA307,bolts)notor1 orcarriage used bolts) ASTMbetter equalorgrade notin equal than A307,withaccordancebolts) tousedA. or Bolt thetoASTM better equalgradein or design.holesaccordance better A307,than withtoA. shallor Bolt than theASTMbetter grade be holes design.withASTM at than A307,A. least theshall Bolt A307, ASTM design. gradea beholes atgrade A307, A.least shall Bolt A. gradea be Boltholes at holesA.least shall Bolt ashall beholes at be least shall at least a be ata least a 1"Fastener for 2x's 1 Notes:16" for each joist nail for purposes. No SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: NORTHWEST: NORTHEAST: SIMPSON STRONG-TIE COMPANY INC. SIMPSON STRONG-TIE COMPANY INC. SIMPSON STRONG-TIE COMPANY INC. SIMPSON STRONG-TIE COMPANY INC. SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SOUTHEAST: SOUTHWEST: SOUTHEAST: SOUTHWEST: SOUTHEAST: SOUTHWEST: SOUTHEAST: SOUTHWEST: 9. All referencesminimum to bolts1/32" or and machine no more bolts than (MB) a maximum are structural of 1/16" quality larger through than thebolts bolt (not diameter lag screws per 2005or carriage NDS Section bolts)Fastener equal 11.1.2. to or Notes:better than ASTM A307, grade A. Bolt holes shall be at least a NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: minimum9. 1/32"Allminimum references and no9. 1/32" moreAllminimum to references and bolts than no 1/32" ora more minimummaximummachine to and boltsthan no bolts1/32" aor ofmore maximumminimum machine1/16" (MB) and than larger noare 1/32"aboltsof moremaximum structural 1/16"than (MB)and than thelarger no are ofaboltquality more maximum 1/16"structuralthan diameter than throughthelarger bolta ofquality maximumper than1/16" boltsdiameter 2005 thethrough larger(not NDS boltof perlag 1/16"than diameter bolts Sectionscrews2005 thelarger (not NDS bolt 11.1.2.orper lag than carriagediameterSection 2005screws the NDS bolt bolts)11.1.2. orper diametercarriageSection 2005 equal NDS 11.1.2.to bolts)per or 1.Section 20053x'sbetterThe equal specifiedand NDS than 11.1.2.to 4x's or Sectionquantity, ASTM better type A307,11.1.2.than and ASTM sizegrade of fastener A307,A. Bolt must grade holes be installedA. shall Bolt inbe holes the at correct least shall holes a beInstallation: on at the least connector a to achieve published greater strength. fasteners required. Installation:Installation: Installation: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: NORTHEAST: NORTHWEST: SIMPSON STRONG-TIE COMPANY INC. SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SOUTHEAST: SOUTHWEST: 1. The specified quantity: type and size of fastener must be installed in the NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: A Installation: 10.Unless noted10.minimumUnless otherwise, noted 10.1/32"minimumUnless all otherwise, and references nonotedminimum 10.1/32" moreUnless all 10.otherwise, toand referencesthanUnless standard1/32" notedno 10.a moremaximum noted Unlessandall otherwise, tocutreferences nothan standard otherwise, washers notedmore ofa maximum1/16" allthanotherwise, tocut referencesrefer allstandard largerawashers referencesmaximum to of Type than1/16"all cut toreferencesrefer Athestandard largerwashers oftoplain tobolt 1/16"standard Type than washersdiameter tocutlargerrefer Astandardthe washersplaincut to boltthan(W) perwashersType washers diameter conformingthe2005cut refer A boltwashersplain refer NDSto (W) diameterperType washers toSectionconformingto 2005referType the A plain per dimensionsNDS to A(W)11.1.2. Typeplain2005 washers conformingtoSection the washers ANDS plain dimensionss hown (W)11.1.2. Section washers to(W)conforming intheloads. ASMEconforming 11.1.2.dimensionss Incorrecthown(W) B18.22.1 toconforming in fastenerthe ASMEto s dimensionsthehown forselection dimensionsB18.22.1 tothe in the ASME appropriateor installationdimensionsshown for sB18.22.1 hownthe in can appropriateASMErod incompromises hown sizes.ASMEfor B18.22.1the in B18.22.1appropriateconnectorrodASME sizes. for B18.22.1 performancethe for rod appropriatethe sizes.LUS appropriatefor and the hangerscould appropriaterod lead sizes.rod toinstall failure. sizes. withrod sizes.double shear nailing. A  The joist may be square cut or correct holes on the connector to achieve published loads. Incorrect fastener • For HUCHUC installations,Theinstallations, joist may models models be square have have cut triangle triangle or and round  Field skewable; bend one time only. 11.Unless stated10.11.UnlessUnless otherwise, noted stated10.11.Unless otherwise,Simpson otherwise,10. notedstatedUnless11. Strong-Tie allUnless 11.Simpsonotherwise, otherwise, references notedUnless stated11. cannototherwise,Strong-Tie statedUnlessall Simpson tootherwise, references standard and otherwise, stated all cannotdoesStrong-Tie references Simpson cutotherwise,to not standardandSimpsonwashers make cannotdoes Strong-Tie to Simpson any standard cut referStrong-Tienot and representationwashers make to doescannot Strong-TieType cut any cannot notwashersrefer A andrepresentation plainmake toregarding anddoescannot Type washersrefer any does not Arepresentationandto plain themakenotType regarding(W) does suitabilitymake washers conforminganyA notplain anyrepresentation themake regarding ofwashers (W)representation suitability use toanyconforming orthe representation loa(W)the dimensions ofregardingd-carrying suitability conforminguse regardingto2. or theNail loa the sdiameter dimensionscapacitiesofregardinghownd-carrying to suitabilityusethe the inassumessuitabilityor dimensionsASME loa ofthe capacitiess ofd-carryinghownconnectors no suitabilityuse B18.22.1 coating.of inuseor s ASME hownloa ofSee capacitiesor ofinstalledconnectorsd-carrying fortechnicalloa use in B18.22.1thed-carrying ASME or appropriate bulletinwithloaof capacities installedconnectors d-carryingB18.22.1 forimproper T-NAILGUIDE capacities the rodappropriatewith of forcapacities installedsizes.connectors improper theforof moreconnectors appropriate rodwithinformation. of installedconnectorssizes. improper installed rod withsizes. installed withimproper improper with improper Fastening Identification bevel cut. Field skewable; bend one time only. 3. The Simpson Strong-Driveselection® or SD installation structural-connector can compromise screw is the only connector screw approved performanceFor for use installations with our and connectors. could into single 2x headers or holes.and round Tobevel achieve holes. cut. To maximum achieve loads,maximum fill both loads, round and  Joist must be constrained against fasteners.11.Unlessfasteners. stated11.Unlessfasteners. otherwise,11. statedUnless fasteners.Simpson otherwise, statedfasteners. Strong-Tie otherwise,fasteners. Simpson cannot SimpsonStrong-Tie and Strong-Tie doescannot not and makecannot does any and not representation doesmake not any make representation regarding any representation the regarding suitability regarding the of suitabilityuse or the loa suitability ofd-carrying use or ofloa capacitiesused-carrying or loa d-carryingof capacities connectors capacities of installed connectors of withconnectors installed improper installedwith improper with improper  These hangers will normally  Joist must be constrained against 4. NAIL referencelead in tables: to failure. 16d = 16d common, 10d = 10d common ledgers, use the specified full length fasteners A trianglefill both holesroundThese (fastenerand hangers triangle quantities will holes normally (fastenerlisted fill both holes). Rev. 1 rotation (for example, with solid fasteners. A 7/04/2018 rotation (for example, with solid fasteners. fasteners. 2. Nail diameter assumes no coating Sea technical bulletininto T-NAILGUIDE the joist and the for following fasteners into accommodate a 40° to 50° H  Forquantities installationsaccommodate listed intofill both single holes).a 40°2x headers to 50° or ledgers, use blocking) when using a single LS per Page 2 of 7 blocking) when using a single LS per and Fasteners Used in the Construction of Wood Decks more information. Installation Details for Simpson Strong-Tie skew. H the header for reduced loads in accordance •  theFor specifiedinstallationsskew. full lengthinto single fasteners 2x headers into the or joist and the connection. D02 Fasteners3. NAIL reference in tables: 16d = 16d common, 10d = 10d common connection. Connectors D01 GeneralD01 General D01NotesGeneral D01NotesD01General D01NotesGeneralGeneral Notes Notes Notes with www.strongtie.com: followingledgers, usefasteners the specified into the fullheader length for fasteners reduced loads Connectors ® D01 GeneralD01 D01General NotesGeneral Notes Notes SDS Screw SDS Screw SDS Screw SDS ScrewSDS ScrewSDS Screw  10dx1½ nails for installations with Nails ininto accordance the joist and with the www.strongtie.com: following fasteners into ® SD Screw SD ScrewSD Screw SD ScrewSD ScrewSD ScrewSD ScrewSDSD SDScrew Screw ScrewSD ScrewSD ScrewSDSD ScrewSD ScrewSD Screw ScrewSD SDScrew SDScrewSD Screw ScrewSD ScrewSD ScrewSD ScrewSD Screw ¼" x various SDS¼" x Screwvarious ¼"SDS x variousScrewSDS¼" Screw x various¼" x various¼" x various  the header for reduced loads in accordance 16d 10d16d 10d16d #9x2½10d16d 8d16d#9x2½#10x1½10d16d10d8d #9x2½#10x2½#10x1½10d#9x1½8d #9x2½#10x1½#9x2½#9x1½8d #9x2½8d#10x1½#9x1½#10x1½8d #10x1½#9x1½#9x1½ #9x1½ SD #9x1½ for LUS28Z and LUS210Z H  10dx1½ nails for installations with Nails Adjustable #10x2½ SD#10x2½ Screw SD#10x2½ ScrewSD ScrewSD Screw#10x2½SDSD Screw ScrewSD#10x2½ ScrewSD SDScrew ScrewlengthsSD ScrewSD¼" Screw xlengths variousSD Screw¼"lengths x various¼" x variouslengthslengths lengths Adjustableo o Common CommonCommon CommonCommon16dx2½ CommonCommon16dx2½CommonCommonCommonCommon16dx2½CommonCommon10dx1½Common16dx2½Common16dx2½10dx1½8dx1½16dx2½Common10dx1½Common8dx1½Common10dx1½8dx1½10dx1½ 10dx1½8dx1½8dx1½ 8dx1½ H with connector manufacturer: from 0o to 135o 16d 10d16d#10x2½ 16d10d #10x2½#9x2½10d #10x2½8d #9x2½#10x1½ #9x2½8d #10x1½#9x1½8d #10x1½ #9x1½lengths #9x1½lengths lengths installations with SD Screws  SD #9x1½ for LUC26Z and LUC210Z from 0 to 135 0 0 Common 0CommonCommon 0CommonCommon0 Common0 Common16dx2½Common Common 10dx1½ • 10dx1½ nails for installations with Nails Bend one time only. 16dx2½ 16dx2½ 10dx1½ 10dx1½8dx1½ 8dx1½ 8dx1½  SD #10x1½ for LUS26-2Z and installations with SD Screws Bend one time only. 0 0 0 B B LUS210-2Z installations with SD Screws • SD #9x1½ for LUC26Z and LUC210Z W W installations with SD Screws Typical LS50Z Connectors

Connectors Connectors Connectors Connectors Connectors Typical LS50Z Round HolesTypicalObound LUS28Z Holes Hexagonal Holes Triangular Holes Diamond Holes Shipped RoundRound Holes Holes Purpose:Round HolesOboundRound HolesObound HolesObound HolesRound HolesHexagonal Purpose: HolesOboundRound Holes HolesHexagonal HolesOboundTriangular HolesHexagonal HolesHexagonal HolesOboundTriangular Holes Holes HolesHexagonal HolesDiamondTriangular Holes HolesHexagonal HolesDiamondTriangularTriangular Holes Holes Holes DiamondHolesTriangular Holes HolesDiamond HolesDiamondDiamond Holes Holes ® L

® ® ® ® ® Shippedo Connectors LUS Connectors Connectors Typical HUC Installation L at 45 Installation to fastenPurpose a connector.: to fastenRoundPurpose Holes: toPurpose fastenRoundPurpose: toto Holes makemake:Obound toPurposeRound fasten fasteningPurpose HolesHoles: toPurposePurpose make a: OboundPurpose to fasten: :to Purposeto fasten fasten:Holes HexagonaltoPurposeObound make a: toPurpose fasten:Purpose Holesto HolesPurpose fastenPurpose: HexagonalPurposeto :make ato: Purpose toincrease: toTriangularmake:Purpose tofasten HexagonalHoles fasten: atoPurpose a :make atoHolesPurpose Purposeincrease HolesTriangularPurpose: to fasten: :ato Purposeto :temporarily fastento DiamondaHolesTriangularPurpose increasePurpose: :Purposea to fasten :Holes aPurposeto Holes temporarily :to atoDiamond Purposeincrease increase: Purposeto increase: Holes toaDiamond temporarily: to Purposea increase HolesPurpose: ato temporarilyPurpose:: Purposeto temporarily :to to temporarily LUC B at 45o Installation ® Installationfastening a connector connector to concrete connector's strength or fasten® a connector to ® B W Fill requirements:a connector. Purposea connector.: tofastening fastenPurposea connector. aconnector connector: PurposetofasteningPurpose fasten ain connector.: a toa: tightconnector toaconnectormake connector.fasten Purposefastening toa connector.concrete: Purposeatoconnector Purposeconnector makefastening: toconnector's :to tofasten connectorconcrete make Purposeaconnector connector a strengthfastening Purposeto:connector's to toconcretePurpose fastenconcrete or aconnector :connector to a : increase fastenstrengthto fastenPurposeconnector's to a concrete connectorora aconnector: toPurpose Purpose fastenstrengthincreasea to connector's to a : concrete :connectoror to ato temporarily increasePurposefasten strength strength toconnector's a a connector: orto Purpose temporarily fastenstrength to: to a temporarily connectoror temporarilyfasten to a connector fasten a to W (LUC Similar)Typical SUR inor a tightmasonry. location or masonry. or to achieveto achieve Max Max make installingconnector easier. to make Typical SUR alwaysFill fill,requirements unless anotedFill connector.: requirements in a tightaFill connector.: requirementslocationlocationfasteningina aconnector. easier.tightFill: a locationrequirements orconnector Fill masonry. requirementsfasteningin a tightFill: locationarequirementsconnectoror connectorfastening masonry.: in a totight a achieve concreteconnector: locationconnectoror masonry. Maxin aconnector'sto tightto connectorachieve concrete locationor masonry. Maxstrengthmake to concreteconnector'sto installingachieve or or masonry. Maxfasten connector'seasier.makestrengthto ainstalling achieve connector or strength Maxeasier.fastenmake to toor installing aachieve connectorfasten easier.Maxmake ato connector installing to easier.make installing easier. easier. easier. Fill requirementseasier. Fill: requirementseasier.strength.easier.FillFill requirements: requirementseasier.strength.Fill: : requirementsFillFill strength.requirements requirementsFill: requirementsFillstrength.: :requirementsnone.strength.strength.: Fill: none.requirementsstrength. Fill: none. requirementsFill requirementsinstallingFill: none.requirements easier.: none. : none. otherwise.always fill, unlessFillalways requirements fill, unlessFillalways: requirementsFill fill, inrequirements: unless Filla tight requirementsalways: locationalways fill, in unless a fill, :tightalways unless locationorin masonry. fill,a tight unless locationor masonry.to achieveor masonry. Max to achieve Maxmaketo achieve installing FastenersMax easier.make installingmake easier. installing easier. Installation 1½ 1½ 1½ 1½ 1½ 1½ FillFill alwaysrequirements requirements fill whenFill: requirements : alwaysFill: requirements fill when FillFill :requirements: requirementsFill requirementsFill : requirements: : Fill requirements: Installation Fasteners LS LS Top View noted otherwise.alwaysnoted otherwise.fill, unlessFill requirementsalwaysnoted otherwise. fill,easier. Fillunlessalways: requirementsnoted fill,always notedunlessotherwise.Dimensionseasier.Fill otherwise.:fill requirements whennotedFillalways easier.otherwise. requirementsFill fill: (in.) requirements whenFillalways: requirementsFill fill:strength. requirements whenFill requirementsalways: fill:strength. when: alwaysFillstrength. fillrequirements when Fill: none. requirementsFill requirements: none. : none. SUL Skewed Left Hanger LS LS Top View 1½ always fill. alwaysalways fill. fill. fasteningalways a connector fill. fasteningalways whena alwaysconnector fasteningfill. thefastening fill.designeralways a whenconnectora connector fill. thefastening designer fasteningwhen a connector the afastening connector designerwhen whena connector the whenthe designer designer the designerwhen the designer none. SUL Skewed LeftDimensions Hanger (in.) 1½ 1½ 0.161" 0.148"0.161"0.131"0.148"0.131"0.161"0.131"0.148"0.131"0.161"0.131"0.161"0.148"0.131"0.148"0.161"0.131"0.131"0.148"0.131"noted0.131"0.131"Model otherwise.0.131" notedNo. otherwise.Fillnoted requirements otherwise.Fill: requirementsalwaysFill requirements fill: whento alwaysconcrete: fillFill orwhenalways requirements fill whenFillNails: requirementsFillspecifies requirements: Max nailing.: SD Screws always fill. to concretealways orfill.fasteningtoalways concrete fill.aspecifies connector or fasteningto concrete Max nailing.when specifiesa connectorfasteningor theto designer Maxconcrete ato connectornailing. concretewhenspecifies or theto or Maxconcretedesignerwhen nailing.specifies the or designerspecifies Max nailing. Maxspecifies nailing. Max nailing. (SURModel is No. Skewed Right) Nails SD ScrewsSD Screws (preferred) 0.161" 0.148"0.161"0.131"0.148"0.161"0.131"0.131"0.148" 0.131"0.131" 0.131" masonry. (SUR is Skewed Right) masonry. tomasonry. concrete or tomasonry. concretespecifies orto concretemasonry. Maxmasonry. nailing. orspecifiesmasonry. Maxspecifies nailing. Max nailing. Wmasonry. Hmasonry. Bmasonry. Header Joist Header Joist W H B Header Joist Header Joist 2½ 2½ 2½ 2½ 2½ 2½ LUS26Z 1 9/16 4 3/4 1 3/4 4-10d 4-10d - - Dimensions4-10dx1½ (in.) 6-SD #9x2½ 4-SD #9x1½Fasteners 2½ 2½ 2½  LUC26Z 1 9/16 4 3/4 1 3/4 6-10dDimensions (in.) Fasteners Model No. L (in) Fasteners 0.161" 0.162"0.161"0.131"0.162"0.131"0.161"0.131"0.162"0.131"0.161"0.131"0.161"0.162"0.131"0.161"0.162"0.131"0.131"0.162"0.131"0.131"0.131" 0.131" Model No. Joist Size Model No. L (in) Fasteners 3 3 3 0.161"3 0.162"3 0.161"0.131"3 0.162"0.161"0.131"0.131"0.162" 0.131"0.131" 0.131" LUS28Z 1 9/16 6 5/8 1 3/4 6-10d 4-10d 6-SD #9x2½ 4-SD #9x2½ LUC210Z 1 9/16 7 3/4 1 3/4W 10-10d H6-10dx1½ B 10-SD A1 #9x2½ A2 6-SD Header #9x1½ Joist Speed Prongs Dome Nailing Double Shear Nailing  W H B A1 A2 Header Joist 3 Speed Prongs Speed Prongs SpeedDome NailingProngs DomeSpeed Nailing ProngsDoubleDomeSpeed NailingShear Prongs NailingDoubleDome ShearNailing NailingDoubleDome ShearNailing NailingDouble Shear NailingDouble Shear Nailing 6-10d 3 0.148" 3 0.148" 0.148" 0.148"0.148" 0.148" 0.25" 0.25" 0.25" 0.25"0.25" 0.25" LS30Z 3 3/8 6-10d Used to temporarilySpeedUsed toProngs temporarilySpeedUsedThis feature to Prongs temporarilySpeed guidesDomeThisUsed Prongs feature NailingUsedto temporarily toguides temporarilyTheDomeThisUsed nail feature toNailing is temporarily installedDome guidesDoubleTheThis Nailing innail feature ShearThis is installed feature NailingguidesDoubleTheThis inguidesnail feature Shear is installedDouble guidesNailingThe Shearin nailThe is nailNailing installed isThe installed innail is in installed inPilot Holes Tooling holes LS30Z 3 3/8 Speed0.25" ProngsLUS210Z Used to 1 9/16Dome Nailing 7 13/16 This feature 1 3/4 Double8-10d Shear Nailing 4-10d The 8-SD #9x2½ 4-SD #9x2½ HUC26-2ZSUR/L26Z 3 2x6,1/8 8 5 3/8 21 1/2 9/16 12-16d5 6-10d2 1 1/8 - 1 5/16 6-16d- 6-10dx1½ 3½ 3½ 3½ 0.148" 3½ 0.148"3½ 3½0.148" 0.25" position0.25" and secureUsedposition theto temporarily and secureUsedpositionthe nailthe to temporarilyintoandUsed thesecureThis thejoistposition to nailfeaturetemporarilytheposition into and guides the secure andthe Thisthejoistposition joist securenail featurethe andinto and the This header,theguides secureThethe joistthefeature nailjoist nailthe theis and guidesintoinstalled nail header, the intoThethe thejoist in joistthenail nailnailPilot joist andis into isinstalled TheHoles installedheader, the nailthe joist injoistis Pilot intheinstalled theand joist Holes joist header, and inthe and header, joist Pilot and Holes header,forPilot manufacturing HolesPilot HolesPilot purposes. Holes SUR/L26Z 2x6, 8 1 9/16 5 2 1 1/8 1 5/16 6-16d 6-10dx1½ SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 temporarily position and guides the nail into the joist NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 8-10d connector for easierconnector and for easierconnectorand headerand forposition at easier aand connector45 ° and headerandconnector secure for at easieradistributing and the connector45for° easierheader and theandfor theat loadeasieradistributing nail and45 °into headerandand the theheader joist at load distributingaand 45 at° headerToolinga 45° the atholes loadjoist adistributing 45 andfor°Toolingdistributing header, the holes loaddistributing the for loadTooling the holes loadPilot forNo ToolingHoles fastenersTooling holes required. holesforTooling for holes for LS50Z 4 7/8 0.162"3½ 0.162"3½ 0.162"3½ 0.162"0.162" 0.162" secureposition the connector and secureposition for the and securethe nail the intoand the header joistthe nail at ainto 45°angle. thethe joist joist and header,the joistheader, and4-16d header, distributingPilot 4-16d Holesthe load Pilot4-SD Holes #10x2½ 4-SD #10x2½ LS50Z 4 7/8 8-10d faster installation.connectorfasterLUS26-2Z installation. for easierconnectorfasterangle. and installation. forconnector easierand 3angle.faster 1/8 header and fasterforinstallation. easier at installation. athrough and45angle. andfaster° 4 header 7/8 installation.two pointsandatdistributing athrough header45angle. on° angle. two at 2the a points 45 loaddistributingthrough°angle. onthroughmanufacturing two thedistributing points twoloadthrough onpointsToolingmanufacturingthrough the two on load pointsholeseach twothrough points foronToolingmanufacturing two on points holesTooling onformanufacturing holesmanufacturing for manufacturing  HUC28-2ZSUR/L210Z 3 2x10,1/8 12 7 21 1/2 9/16 14-16d 8 1/8 6-10d 2 1 1/8 - 1 5/16 10-16d- 10-10dx1½ 0.162" 0.162" Fastener0.162" Notes: easier and faster installation. SUR/L210Z 2x10, 12 1 9/16 8 1/8 2 1 1/8 1 5/16 10-16d 10-10dx1½ Fastener Notes:Fastener Notes:Fastener Notes:Fastener Notes:Fastener Notes: faster installation.faster installation.fasterangle. installation. eachangle. joist nailangle. forthrougheach joist two nail points forthrougheach on joistjoistpurposes. two nail nail throughpoints for for each No greateron twomanufacturing purposes.joisteach points nailstrength. joist foron eachnail No for manufacturingpurposes.joist nail for Nomanufacturingpurposes.purposes. No purposes. No No LS70Z 6 3/8 10-10d 1. The specifiedFastener1. quantity,The specified type Notes: andFastener1. quantity,The size specified of type fastenerFastener Notes: and 1.quantity, The sizemust1. specified of TheNotes: betype fastener installed specified and1. quantity, Thesizemust in quantity, specifiedtheof be typefastener correctinstalled and type quantity, holesmustsize andin the of beonsize type fastener correct installedthe of and connectorfastener holes sizemust in the of onbemust fastenertocorrect theinstalled achieve be connector installedholes must inpublished the onbe to in correct theinstalled achievethe connector correct holes inpublished the holeson to correct theachieve on connector the holes publishedconnector on to the achieve connectortoLUS210-2Z achieve published to published achieve published 3 1/8greater9 strength.eachgreater joist strength. nail 2 foreachgreater joistfasteners strength.8-16d naileach for required.greater joistpurposes. nailfastenersgreater 6-16dstrength. for strength. required.Nogreaterpurposes.fasteners8-SD strength. required.#10x2½ Nopurposes.fasteners fastenersNo required. 6-SD required.fasteners #10x2½ required.  HUC210-2ZSUR/L210-2Z 3 (2)1/8 2x10, 8 13/16 12 2 31/2 1/818-16d 8 11/16 10-10d 2 5/8 1 7/16- 2 3/8 14-16d- 6-16dx2½ LS70Z 6 3/8 loads. Incorrect loads.fastener Incorrect selection loads.fastener or installation Incorrect selection fastener loads.can or compromiseinstallationloads. Incorrect selection Incorrect loads.fastenercan connectoror compromiseinstallation fastener Incorrect selection performance selection fastenercan connector or compromise installation orselection and installation performance could can connector or lead compromiseinstallation can toand compromise failure.performance could can connector lead compromise connector toand failure. performance could connectorperformance lead to and failure. performance could and couldlead to andlead failure. could to failure. lead to failure. greater strength. SUR/L210-2Z (2) 2x10, 12 3 1/8 8 11/16 2 5/8 1 7/16 2 3/8 14-16d 6-16dx2½ 1. indicates connector is available in stainless steel. Replace Z in model number 1. The specified 1.quantity,The specified type1. andThe quantity, sizespecified of typefastener quantity, and mustsize type ofbe fastenerand installed size mustof in fastenerthe be correct installed must holes bein the installedon correctthe connector in holesthe correct on to theachieve holes connector onpublished the to connector achieve published to achieve 1.published indicates connector is available inFastening stainlessgreater steel. strength. Identification Replacegreater strength.Z in modelfasteners number required.fasteners required.fasteners required. 1. indicates connector is available in stainless steel. Replace Z in model number 2. Nail diameter2. assumesloads.Nail diameter Incorrect no coating.2. assumes fastenerloads.Nail Seediameter Incorrect no selectiontechnical coating.loads. 2.assumes fastenerNail orbulletinIncorrect 2.See installationdiameterNail no technicalselection T-NAILGUIDEdiametercoating. fastener2. assumes canNail bulletinor See compromiseassumes selectiondiameterinstallation technicalno forT-NAILGUIDE coating. more noorassumes can installationcoating. connectorbulletin information. See compromise no technical forSeeT-NAILGUIDE coating. performance canmore technical compromise connectorinformation.bulletin See bulletin technical forand T-NAILGUIDE moreperformance connectorcould T-NAILGUIDE information.bulletin lead performanceto forandT-NAILGUIDE failure. more could for moreinformation. lead and information. tofor could failure. more lead information. to failure. Fastening IdentificationFastening IdentificationFastening IdentificationFasteningFastening IdentificationFastening Identification Identification 1.1.  indicates indicates connector connectorconnector is is available available in in stainless stainless steel.steel. steel. ReplaceReplace Replace Z ZZ inin in modelmodel model numbernumber number with SS when ordering. with SS when ordering. 3. The Simpson Strong-Drive® SD structural-connector screw is the only screw approved for use with our withconnectors. SS when ordering. 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. 3. The Simpson2.3. Strong-DriveNailThe diameter Simpson® 2.assumes3. SDStrong-DriveNailThe structural-connector diameterSimpson no2. coating.®Nail assumesSD3.Strong-Drive diameterThe structural-connector See Simpson screw technicalno assumes coating.® isSD3. Strong-Drive the The bulletinstructural-connector Seeonlyno Simpson screwcoating. technicalscrew T-NAILGUIDE® is SDStrong-Drive approvedSeethe bulletinstructural-connector only technical screw screw for forT-NAILGUIDE ® moreuse is bulletin SD approvedthe with information.structural-connector only ourT-NAILGUIDE screw screw forforconnectors. usemore is approved thewith information. only forour screw more screwforconnectors. use is information. approved thewith only our screw connectors.for use approved with our forconnectors. use with our connectors. Fastening IdentificationFasteningFastening Identification Identification with2. Refer SS when whento current ordering.ordering. Wood Construction Connectors catalog for additional information. 2. Refer to current Wood Construction Connectors catalog for additional information. 4. NAIL reference4. NAIL in tables: reference 16d4. NAIL =in 16d tables: reference common,3. 16dThe4. = SimpsonNAIL10din 16d tables:4. = NAILreferencecommon, 10d Strong-Drive 16d commonreference4. =NAIL10d in16d tables: = common,reference10din SDtables: common 16d structural-connector 10d= in16d 16d tables: = = 10dcommon, 16d common 16d common, =10d screw16d = 10d common,10d is the= common 10d only 10d common screw = 10d approved common for use with our connectors. with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. 3. The Simpson 3.Strong-DriveThe Simpson® SD Strong-Drive structural-connector® SD structural-connector screw® is the only screw screw is approved the only screwfor use approved with our connectors.for use with our connectors. 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood ConstructionConstruction Connectors Connectors catalog catalog for for additional additional information. information. 4. NAIL reference4. NAILin tables: reference4. 16dNAIL = in 16dreference tables: common, 16d in tables:10d= 16d = 10dcommon, 16d common = 16d 10d common, = 10d common 10d = 10d common 2. Refer to current Wood Construction Connectors catalog for additional information. and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks D02 Fasteners Information on this page provided for reference only; see current connector guide for installation recommendations, details, and guidelines. page 7 Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks

D02 FastenersD02 FastenersD02 FastenersD02 FastenersD02 Fasteners Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks D02 FastenersD02 D02FastenersFasteners D03D03 LUS LUS Joist Joist Hangers Hangers Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie D04D04 LUC,D05 LUC, HUCSUR/SUL HUC Joist Joist Hangers 45° Hangers Skewed Joist Hangers D06 LS Framing Angles Installation: Installation: A  The joist may be square cut or  Field skewable; bend one time only. bevel cut.  Joist must be constrained against  These hangers will normally A rotation (for example, with solid accommodate a 40° to 50° blocking) when using a single LS per skew. connection. Connectors ®

H Adjustable from 0o to 135o Bend one time only. Typical LS50Z Shipped L o Installation B at 45 W Typical SUR Installation SUL Skewed Left Hanger LS LS Top View (SUR is Skewed Right)

Dimensions (in.) Fasteners Model No. Joist Size Model No. L (in) Fasteners W H B A1 A2 Header Joist LS30Z 3 3/8 6-10d SUR/L26Z 2x6, 8 1 9/16 5 2 1 1/8 1 5/16 6-16d 6-10dx1½ LS50Z 4 7/8 8-10d SUR/L210Z 2x10, 12 1 9/16 8 1/8 2 1 1/8 1 5/16 10-16d 10-10dx1½ LS70Z 6 3/8 10-10d SUR/L210-2Z (2) 2x10, 12 3 1/8 8 11/16 2 5/8 1 7/16 2 3/8 14-16d 6-16dx2½ 1. indicates connector is available in stainless steel. Replace Z in model number 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood Construction Connectors catalog for additional information. and Fasteners Used in the Construction of Wood Decks D05 SUR/SUL 45° Skewed Joist Hangers D06 LS Framing Angles Installation Details for Simpson Strong-Tie 1 1 1" for 2x's 1 161 " for 1" for 2x's 1116" for 1" for 2x's 1 16" for 1" for 2x's 1 16" for Installation: 3x's and 4x's 3x's3x's and and 4x's 4x's Installation: Installation: Installation: Installation:Installation: 3x's and 4x's Installation:  LUS hangers install with double shear nailing. Installation:   LUS hangers install with double LUS shear hangers nailing. install with double shear nailing.  For HUC installations, modelsForFor have HUC HUC triangle installations, installations, and round models models have have triangle triangle and and round round  LUS hangers install with double For installationsshear nailing. into single 2x headers or  For HUC installations, models have triangle and round  For installations into single 2xFor headers installations or into single 2x headers or holes. To achieve maximumholes. loads, To fill achieveboth round maximum and loads, fill both round and  For installations into single 2x headers or holes. To achieve maximum loads,holes. fill To both achieve round maximum and loads, fill both round and ledgers, use the specified full length fasteners triangle holes (fastener quantities listed fill both holes). Rev. 1 Rev. 1 ledgers, use the specified full ledgers,length fasteners use the specified full length fasteners Rev. 1 triangle holes (fastener quantitiestriangle listed holes fill both (fastener holes). quantities listed fill both holes). 7/04/2018 Rev. 1

ledgers, use the specified full length fasteners 7/04/2018 into the joist and the following fasteners into triangle holes (fastener quantities listed fill both holes). 7/04/2018

 7/04/2018 into the joist and the followinginto fasteners the joist into and the following fasteners into H  For installations into single 2x headers or ledgers, use into the joist and the following fasteners into H H For installations into single 2xFor headers installations or ledgers, into singleuse 2x headers or ledgers, usePage 2 of 7 Page 2 of 7 the header for reduced loads in accordance H  For installations into single 2x headers or ledgers, use Page 2 of 7

the specified full length fastenersPage 2 of 7 into the joist and the H H the header for reduced loads thein accordance header for reduced loads in accordance the specified full length fastenersthe specifiedinto the joist full andlength the fasteners into the joist and the H H the header for reduced loadswith in accordance www.strongtie.com: the specified full length fasteners into the joist and the with www.strongtie.com: with www.strongtie.com: following fasteners into the headerfollowingfollowing for fasteners reducedfasteners loadsinto into the the header header for for reduced reduced loads loads with www.strongtie.com:  10dx1½ nails for installations with Nails following fasteners into the header for reduced loads  10dx1½ nails for installations 10dx1½with Nails nails for installations with Nails in accordance with www.strongtie.com:inin accordance accordance with with www.strongtie.com: www.strongtie.com:  10dx1½ nails for installations SD with #9x1½ Nails for LUS28Z and LUS210Z in accordance with www.strongtie.com:  SD #9x1½ for LUS28Z and LUS210ZSD #9x1½ for LUS28Z and LUS210Z  10dx1½ nails for installations   10dx1½ with Nails nails for installations with Nails  SD #9x1½ for LUS28Z and LUS210Z  10dx1½ nails for installations 10dx1½with Nails nails for installations with Nails installations with SD Screwsinstallations with SD Screws  SD #9x1½ for LUC26Z and LUC210Z installations with SD Screws installations with SD Screws  SD #9x1½ for LUC26Z and  LUC210ZSD #9x1½ for LUC26Z and LUC210Z  SD #10x1½ for LUS26-2Z and  SD #9x1½ for LUC26Z and LUC210Zinstallations with SD Screws  SD #10x1½ for LUS26-2Z andSD #10x1½ for LUS26-2Z and B installations with SD Screws installations with SD Screws  SD #10x1½ for LUS26-2Z and B B B LUS210-2Z installations with SD Screws W installations with SD Screws B W B LUS210-2Z installations with SDLUS210-2Z Screws installations with SD Screws W B W W B W LUS210-2Z installations with SD Screws W W Typical LUS28Z TypicalTypical LUS28Z LUS28Z Typical HUC Installation LUS LUSLUS Typical LUS28Z LUC LUCTypical HUC InstallationTypical HUC Installation LUS Installation InstallationInstallation LUC LUC (LUC Similar) Installation (LUC Similar) (LUC Similar) Fasteners FastenersFasteners Fasteners Dimensions (in.) Fasteners Fasteners Fasteners Dimensions (in.) Dimensions (in.) Dimensions (in.) DimensionsDimensions (in.) (in.) Model No. ModelModel No. No. Nails NailsSDNails Screws SDSD Screws Screws DimensionsModel (in.)No. Nails SD Screws Model No. Nails SD Screws Model No. Model No. Nails NailsSD Screws SD Screws W HW BW Header H H Joist B B Header Header Joist Joist Joist Header Header Joist Joist W H B Header Joist Header Joist W H B Header Joist Header Joist W H B HeaderW H Joist B Header Header Joist Joist Header Joist LUS26Z 1 9/16LUS26Z 4 3/4 1 19/16 3/4 4-10d 4 3/4 4-10d 1 3/4 4-10d4-10d- 4-10d 4-10d - - - - - LUC26Z 1 9/16 4 3/4 1 3/4 6-10d 4-10dx1½ 6-SD #9x2½ 4-SD #9x1½ LUS26Z 1 9/16LUS26Z 4 3/4 1 1 9/163/4 4-10d 4 3/4 4-10d 1 3/4 - - LUC26Z 1 9/16LUC26Z 4 3/4 1 3/4 1 9/16 6-10d 4 4-10dx1½3/4 1 3/4 6-SD 6-10d #9x2½4-10dx1½ 4-SD #9x1½ 6-SD #9x2½ 4-SD #9x1½ LUS28Z 1 9/166-10d 6 5/8 4-10d 1 3/4 6-SD6-10d6-10d #9x2½ 4-10d 4-10d 4-SD #9x2½6-SD6-SD #9x2½ #9x2½ 4-SD 4-SD #9x2½ #9x2½ LUC210Z 1 9/16 7 3/4 1 3/4 10-10d 6-10dx1½ 10-SD #9x2½ 6-SD #9x1½ LUS28Z 1 9/16LUS28Z 6 5/8 1 1 9/163/4 6-10d 6 5/8 4-10d 1 3/4 6-SD #9x2½ 4-SD #9x2½ LUC210Z 1 9/16LUC210Z 7 3/4 1 3/4 1 10-10d9/16 7 6-10dx1½3/4 1 3/4 10-SD 10-10d #9x2½6-10dx1½ 6-SD #9x1½ 10-SD #9x2½ 6-SD #9x1½ LUS210Z 1 9/16 7 13/16 1 3/4 8-10d 4-10d 8-SD #9x2½ 4-SD #9x2½ HUC26-2Z 3 1/8 5 3/8 2 1/2 12-16d 6-10d - - LUS210Z 1 9/16LUS210Z 7 13/16 1 1 9/163/4 8-10d 7 13/16 4-10d 1 3/4 8-SD8-10d #9x2½ 4-10d 4-SD #9x2½8-SD #9x2½ 4-SD #9x2½ HUC26-2Z 3 1/8HUC26-2Z 5 3/8 2 1/2 3 12-16d1/8 5 3/8 6-10d 2 1/2 12-16d - 6-10d- - - SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 LUS210Z 1 9/16 7 13/16 1 3/4 HUC26-2Z 3 1/8 5 3/8 2 1/2 12-16d 6-10d - - NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: 2221 Country Lane, McKinney, Texas 75069 SOUTHWEST: 12246 Holly Street, Riverside, California 92509 LUS26-2Z 3 1/84-16d 4 7/8 4-16d2 4-SD4-16d 4-16d#10x2½ 4-16d 4-16d 4-SD #10x2½4-SD4-SD #10x2½ #10x2½ 4-SD 4-SD #10x2½ #10x2½ HUC28-2Z 3 1/8 7 2 1/2 14-16d 6-10d - NORTHEAST: 2600 International Street, Columbus, Ohio 43228 NORTHWEST: 5151 South Airport Way, Stockton, California 94588 - LUS26-2Z 3 1/8LUS26-2Z 4 7/8 3 21/84-16d 4 7/8 4-16d2 4-SD #10x2½ 4-SD #10x2½ HUC28-2Z 3 1/8HUC28-2Z 7 2 1/2 3 14-16d1/8 7 6-10d 2 1/2 14-16d - 6-10d- - - LUS210-2Z 3 1/88-16d 9 6-16d 2 8-SD8-16d 8-16d#10x2½ 6-16d 6-16d 6-SD #10x2½8-SD8-SD #10x2½ #10x2½ 6-SD 6-SD #10x2½ #10x2½ HUC210-2Z 3 1/8 8 13/16 2 1/2 18-16d 10-10d - - LUS210-2Z 3 1/8LUS210-2Z 9 3 21/88-16d 9 6-16d 2 8-SD #10x2½ 6-SD #10x2½ HUC210-2Z 3 1/8 8HUC210-2Z 13/16 2 1/2 318-16d 1/8 8 13/16 10-10d 2 1/2 18-16d- 10-10d - - - 1. indicates connector is available in stainless steel. Replace Z in model number 1. indicates connector is available1. indicates in stainless connector steel. isReplace available Z inin modelstainless number steel. Replace Z in model number 1. indicates connector is 1.available1. indicates indicates in stainless connector connector steel. is isReplace available available Z in inin stainless modelstainless number steel. steel. Replace Replace Z Z in in model model number number 1. indicates connector is withavailable SS when in stainless ordering. steel. Replace Z in model number 1. indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. with SS when ordering. with SS when ordering. withwith SS SS when when ordering. ordering. with SS when ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. with SS when ordering. 2. Refer to current Wood Construction2. Refer to Connectors current Wood catalog Construction for additional Connectors information. catalog for additional information. 2. Refer to current Wood Construction2. Refer to Connectorscurrent Wood catalog Construction for additional Connectors information. catalog for additional information. 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood Construction2. Refer to Connectors current Wood catalog Construction for additional Connectors information. catalog for additional information. D03D03 LUS LUS Joist Joist Hangers Hangers D04D04 LUC, LUC, HUC HUC Joist Joist Hangers Hangers DETAIL D03D.D03 SUR/SUL LUS 45° LUS SkewedJoistD03D03 Joist JoistHangers LUSHangers Hangers LUS Joist Joist Hangers Hangers D04D04DETAIL LUC, LUC,E. LSHUC FramingD04D04 HUC Joist Angles LUC, Joist LUC,Hangers HUC Hangers HUC Joist Joist Hangers Hangers Installation: Installation:Installation: Installation: A A Installation:  Installation: Installation: A  The joist may be square cut Theor joist may be square cut or Installation:  W W W W A  The joist may be square cut orThe joist may be square cut or  Field skewable; bend one timeFieldField only. skewable; skewable; bend bend one one time time only. only. Installation:Installation: Installation: Installation: bevel cut.  Field skewable; bend one time only.A A A A bevel cut. bevel cut.  Joist must be constrained againstJoist must be constrained against  Follow 3-stepFollow installation 3-step installation sequenceFollow sequence 3-step for skewed installation forFollow skewed 3-stepsequence installation for skewed sequence for skewed bevel cut.  These hangers will normally  Joist must be constrained againstJoist must be constrained against Rev. 1 Rev. 1 Rev. 1 A  These hangers will normally These hangers will normally rotation (for example, with solid or sloped/skewedor sloped/skewed applications. applications.or sloped/skewed orapplications. sloped/skewed applications. Rev. 1 A A  rotation (for example, with solid 7/04/2018 7/04/2018 7/04/2018 These hangers will normally rotation (for example, with solid 7/04/2018 A accommodate a 40° to 50° rotation (for example, with solid accommodate a 40° to 50° accommodate a 40° to 50° blocking) when using a single LS per  Do not substituteDo not substitute 10dx1½ 10dx1½nailsDo notfor nailssubstituteface nails.for face 10dx1½Do nails. not substitute nails for face10dx1½ nails. nails for face nails. Page 3 of 7 Page 3 of 7 Page 3 of 7 accommodate a 40° to 50° blocking) when using a singleblocking) LS per when using a single LS per Page 1 of Page 1 of Page 1 of Page 3 of 7 skew. blocking) when using a single LS per Page 1 of skew. skew. connection.  To see anTo installation see an installation video Toon video seethis anproduct, on installation this product,visitTo see video visitan oninstallation this product, video visit on this product, visit skew. connection. connection. Connectors Connectors connection. Connectors

www.strongtie.comwww.strongtie.comwww.strongtie.com Connectors www.strongtie.com 1 1 1 1 H H H H ® 10dx1 2" 10dx1 2" 10dx1 2" ® LSSU210ZLSSU210Z LSSU210Z LSSU210Z ® 10dx1 2" ® NAILS NAILS NAILS NAILS Adjustable H Adjustable"A" Flanges"A" Flanges Adjustableo "A" oFlanges "A" Flanges STEP 1 STEP 1 STEP 1 H H Adjustableo o from 0 too 135 o STEP 1 H from 0o to 135o from 0 to 135 from 0 to 135 Bend one time only. Nail hangerNail to hanger slope-cut to slope-cut carriedNail hangermember, carried to member, installingslope-cutNail hangerinstalling carried to member,slope-cut installing carried member, installing Bend one time only. Bend one time only. Bend one time only. seat nailseat first. nail No first.bevel No necessary bevelseat necessarynail for first. skewed No for bevelseat skewed nail necessary first. No for bevel skewed necessary for skewed 1 1 1

1 � � � 3 2" 3 2" 3 2" Typical LS50Z installation. Install joistinstallation. nails� at 45Install° angle.installation. joist nails at Install 45° angle. joist nails at 45° angle. 3 2" Typical LS50Z Typical LS50Z installation. Install joist nails at 45° angle. Shipped ShippedTypical LS50Z L Shippedo Installation L L Shippedo Slope to at 45InstallationoSlope to Slope to Installation B B W L at 45o Slope to atInstallation 45 W B W at 45

B � � �

Typical SUR � 45° up or down. 45° up or down. 45° up or down. W Typical SUR Typical SUR 45° up or down. Installation SUL Skewed LeftInstallation Hanger Installation LS LS Top View SUL Skewed Left HangerSUL Skewed Left Hanger LS LSLS Top View LS Top View (SUR is Skewed Right) (SUR is Skewed Right)(SUR is Skewed Right) ACUTE ACUTE ACUTE ACUTE STEPSTEP 3 3 STEP 3 STEP 3 ANGLE ANGLE ANGLE Dimensions (in.) DimensionsDimensions (in.) (in.)Fasteners FastenersFasteners ANGLE Attach hangerAttach to hanger the carrying to theAttach carryingmember, hanger member, acute to the Attachangle acute carrying hanger angle member, to the carryingacute angle member, acute angle 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069

L (in) 12246 Holly Street, Riverside, California 92509 12246 Holly Street, Riverside, California 92509 12246 Holly Street, Riverside, California 92509

Dimensions (in.) Model No. Fasteners 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 Fasteners 12246 Holly Street, Riverside, California 92509 Model No. Joist SizeModelModel No. No. Joist Joist Size Size Model No. L (in) ModelFasteners No. L (in) Fasteners side firstside (see first footnote (see footnote1). Installside 1). firstnails Install (see at an nailsfootnote angle.side at an first1). angle. Install (see footnote nails at an1). angle.Install nails at an angle. Model No. Joist Size W H B A1 A2 Header Joist Model No. Fasteners DimensionsDimensions (in.) (in.)DimensionsFasteners Dimensions(in.)Fasteners (in.)Fasteners Fasteners W H BW A1 H A2 B Header A1 Joist A2 Header Joist ModelLS30ZModel No. No. 3 3/8Model No.6-10dModel No. LS30Z 3 3/8 LS30Z6-10d 3 3/8W 6-10dH W A HHeaderW A HHeaderJoistA HeaderJoist Joist SUR/L26Z 2x6, 8SUR/L26ZSUR/L26Z1 9/162x6,2x6, 8 58 211 9/16 9/16 1 1/855 1 5/1622 6-16d 1 11/8 1/86-10dx1½ 1 15/16 5/16 6-16d 6-16d 6-10dx1½6-10dx1½ W H A Header Joist SUR/L26Z 2x6, 8 1 9/16 5 2 1 1/8 1 5/16 6-16d 6-10dx1½  LS50Z 4 7/8 8-10d SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: 8-10d 8-10d NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: LS50Z 4 7/8 LS50Z8-10d 4 7/8 STEP 2 STEP 2 STEP 2 NORTHEAST: NORTHWEST: SUR/L210Z 2x10, 12SUR/L210ZSUR/L210Z1 9/162x10,2x10, 8 1/812 12 211 9/16 9/16 1 1/8 8 81/8 1/8 1 5/16 2 2 10-16d 1 11/8 1/810-10dx1½ 1 15/16 5/16 10-16d 10-16d 10-10dx1½10-10dx1½LS50Z 4 7/8LSU26ZLSU26Z1 9/16LSU26Z1 9/164 7/8 4 17/8LSU26Z 1/21 9/161 1/26-10d4 7/816-10d 9/1615-10dx1 1/245-10dx1 7/8 1/26-10d1 1/2 5-10dx16-10d 1/2 5-10dx1 1/2 STEP 2 � � � SUR/L210Z 2x10, 12 1 9/16 8 1/8 2 1 1/8 1 5/16 10-16d 10-10dx1½ LS70Z 6 3/8 10-10d Skew flangeSkew from flange 0-45 from°.� Bend 0-45Skew other°. Bendflange flange other from back flangeSkew0-45°. flange backBend fromother 0-45 flange°. Bend back other flange back LS70Z 6 3/8 LS70Z10-10d 6 3/8 10-10d SUR/L210-2Z (2) 2x10,SUR/L210-2ZSUR/L210-2Z 12 3 1/8(2)(2) 82x10, 2x10,11/16 12 12 2 5/833 1/8 1/8 1 7/16 8 811/16 11/16 2 3/8 2 25/8 5/8 14-16d 1 17/16 7/166-16dx2½ 2 23/8 3/8 14-16d 14-16d 6-16dx2½6-16dx2½LS70Z 6 3/8LSSU210ZLSSU210Z1 9/16LSSU210Z1 9/168 1/2 8 11/2LSSU210Z 5/81 9/161 5/810-10d8 1/210-10d1 9/1617-10dx1 5/887-10dx1 1/2 10-10d1/2 1 5/81/2 7-10dx110-10d 1/2 7-10dx1 1/2 along centerlinealong centerline of slots untilof alongslots it meets until centerline itthe meets header. ofalong theslots header. centerlineuntil it meets of slots the header. until it meets the header. SUR/L210-2Z (2) 2x10, 12 3 1/8 8 11/16 2 5/8 1 7/16 2 3/8 14-16d 6-16dx2½ 1. indicates connector is 1.1.available1.  indicates indicates indicates in stainless connector connector connector steel. is is isavailableReplace available available Zin in in instainless stainless modelstainless number steel. steel. steel. Replace Replace Replace Z Z inZ in inmodel model model number number number 1. indicates connector is available in stainless steel. Replace Z in model number 1. indicates connector is available in stainless steel. Replace Z in model number Bend oneBend time one only. time only.Bend one time only.Bend one time only. 1. Refer indicates to current connector Wood Construction is available1. indicates inConnectors stainless connector steel. catalog isReplace available for additional Z inin modelstainless information. number steel. Replace Z in model number with SS when ordering.1. Forwith withskewedwith1. SS SSFor SS when whenLSSU, skewedwhen ordering. ordering. ordering.the LSSU, inner1. Forthe most skewedinner face most fastenersLSSU, 1.face For the fasteners onskewed inner the acutemost LSSU,on the faceangle acutethe fasteners sideinner angle are most onsidenot facethe are acute fasteners not angle on side the are acute not angle side are not 1. indicates connector is withavailable SS when in stainless ordering. steel. Replace Z in model number with SS when ordering. with SS when ordering. with SS when ordering. 2. Refer to current Woodinstalled. Construction2. Referinstalled. to Connectorscurrent Wood installed.catalog Construction for additional Connectorsinstalled. information. catalog for additional information. with SS when ordering. 2. Refer to current Wood Construction2.2. Refer Refer to to Connectorscurrent current Wood Wood catalog Construction Construction for additional Connectors Connectors information. catalog catalog for for additional additional information. information. 2. Refer to current Wood Construction2. Refer to Connectorscurrent Wood catalog Construction for additional Connectors information. catalog for additional information. 2. Refer 2.to Refercurrent to Wood current Construction Wood2. Refer Construction to currentConnectors2. Wood Connectors Refer catalog Construction to current forcatalog additional Wood Connectors for additionalConstruction information. catalog information. Connectors for additional catalog information. for additional information. 2. Refer to current Wood Construction2. Refer to Connectors current Wood catalog Construction for additional Connectors information. catalog for additional information. and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks D05 SUR/SULD05D05 45°SUR/SULSUR/SUL Skewed 45°Joist45° SkewedSkewed Hangers JoistJoist HangersHangers D06 LS FramingD07D06D06D07LSU, Angles LS LSLSU, LSSU FramingD07Framing LSSU AdjustableLSU,D07 AnglesAnglesAdjustable LSSULSU, Joist Adjustable LSSU Joist Hangers HangersAdjustable Joist Hangers Joist HangersInstallation Details for Simpson Strong-Tie DETAIL F. LSU, LSSU or LSSJ AdjustableW Joist Hangers Installation: DETAIL G. ABA, ABU Post Bases A  Follow 3-step installation sequence for skewed W Installation: A or sloped/skewed applications. Washer Washer Washer Washer Installation: Installation: Installation:Rev. 1  Follow 3-step installation sequence for skewed Installation: 7/04/2018  Do not substitute 10dx1½ nails for face nails. Required- Required- Required- Required-  ABA, ABU - for pre-pour ABA, ABUinstalled - for pre-pourABA, ABU installed - for pre-pour installed  ABA, ABU - for pre-pour installed Rev. 1 Page 3 of 7 or sloped/skewed applications. Not SuppliedNot Supplied Not Supplied Not Supplied Page 1 of  To see an installation video on this product, visit 7/04/2018  Do not substitute 10dx1½ nails for face nails. anchors.anchors. For Simpson For Simpson Strong-Tieanchors. Strong-Tie epoxy For Simpson epoxyanchors. Strong-Tie For Simpson epoxy Strong-Tie epoxy Page 3 of 7 H www.strongtie.com 1 or mechanicalor mechanical anchors, anchors, selector mechanicaland select installPage 1 of and anchors, installor mechanical select and anchors, install select and install Installation:Installation: Installation: Installation: LSSU210Z  To see an installation video on this product, visit 10dx1 2" H H H H NAILS in accordancein accordance with www.strongtie.com. with inwww.strongtie.com. accordance within www.strongtie.com. accordance with www.strongtie.com.  Embed intoEmbed wet intoconcrete wet concrete upEmbed to the up into to wetthe concreteEmbed upinto to wet the concrete up to the H www.strongtie.com 1 10dx1 " Connectors Connectors Connectors LSSU210Z"A" Flanges LSSJ210LZ STEP2 1  Products Products require washers require washers betweenProducts between the require the washersProducts between require washersthe between the bottom ofbottom the 1" ofstandoff the 1" standoffbasebottom base of the 1" standoffbottom baseof the 1" Connectors standoff base

NAILS ® ® ® Nail hanger to slope-cut carried member, installing nut and thenut base.and the Washers base. Washersnut are and supplied the are base. supplied nut Washers and the are base. supplied Washers are supplied H H H H plate. A 2" minimumplate. side Acover 2" minimum is plate. side A cover2" minimum® is side cover is "A" Flanges STEP 1 W W W W plate. A 2" minimum side cover is seat nail first. No bevel necessary for skewedL L L L with the ABU but notwith the the ABA, ABU which but notwith the the ABA, ABU which but not the ABA, which Nail hanger to slope-cut carried member, installing with the ABU but not the ABA, which required requiredto obtain to the obtain full load. therequired full load. to obtain requiredthe full load. to obtain the full load. 1 3 2" installation. Install joist nails at 45°� angle. requires a standardrequires cut washer. a standardrequires cut washer. a standard cut washer. seat nail first. No bevel necessary for skewed requires a standard cut washer. Holes in Holesthe bottom in the of bottom the strapsHoles of the in straps the bottomHoles of the in strapsthe bottom of the straps ABA44ZABA44Z ABU44ZABA44ZABU44ZTypicalABA44ZTypical ABAABU44Z Installation ABA InstallationTypicalABU44Z ABA InstallationTypical ABA Installation 2" Min. 2" Min. 2" Min. 2" Min. 1 allow for free concreteallow flow. for free concreteallow flow. for free concrete flow.

� allow for free concrete flow. 3 2" Slope to installation. Install joist nails at 45° angle. Sidecover Sidecover Sidecover Sidecover (ABU Similar)(ABU Similar) (ABU Similar)(ABU Similar)  Allow concreteAllow concrete to cure before to cureAllow before concrete to Allowcure before concrete to cure before 45°� up or down. W W W W Slope to L L L installationinstallation of the post. of the post.installation of the post.installation of the post. DimensionsDimensions (in.) (in.)Dimensions (in.)Dimensions (in.)Post FastenersPost FastenersPost FastenersPost Fasteners L HB HB HB HB 45°� up or down. Model ModelPost Post Model Post Model PostAnchorAnchor Anchor Anchor SD Screws MachineMachine Bolts Bolts Machine BoltsMachine Bolts No. No.Size SizeW No.WL SizeL HNo.W HHBSizeLHBDia.W HDia.NailsL HBNailsSDH Dia.ScrewsSDHB ScrewsNailsDia. SD ScrewsNails SD Screws Installation: (preferred) Qty. Qty.Dia. Dia. Qty. Dia. Qty. Dia. See manufacturer’s guide for installation instructions. ACUTE STEP 3 ABA44ZANGLEABA44Z4x4 34x4 9/16ABA44Z3 9/163 1/8 4x43 31/8ABA44Z 1/163 39/16 1/16-4x43 1/8-1/23 9/163 1/161/26-10d3 1/8 -6-10d36-SD 1/161/2 #9x1½6-SD- #9x1½6-10d-1/2 6-SD- 6-10d- #9x1½- 6-SD- #9x1½ - - - ACUTE Attach hanger to the carrying member, acute angle 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069

STEP 3 12246 Holly Street, Riverside, California 92509 side first (see footnote 1). Install nails at an angle. Dimensions (in.) Fasteners ANGLE ABU44ZABU44Z4x4 34x4 9/16ABU44Z3 9/163 Attach4x435ABU44Z 1/2hanger3 9/165 to11/2 the3/44x4 carrying31 3/435/8 member,9/165 1/25/812-16d acute31 3/412-16dangle12-SD5 1/25/8 #10x1½12-SD1 3/4 12-16d#10x1½25/812-SD21/212-16d #10x1½1/212-SD2 #10x1½1/2 2 1/2 TypicalTypical PBS PBS Typical PBS Typical PBS 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 Model No. side first (see footnote 1). Install nails at an angle. 12246 Holly Street, Riverside, California 92509 Dimensions (in.) Fasteners ABA46ZABA46Z4x6 34x6 9/16ABA46Z3 59/16 3/16 54x6 3/163ABA46Z 1/83 9/163 1/8-4x65 3/16-35/8 9/163 1/85/88-16d5 3/16-8-16d8-SD3 1/85/8 #10x1½8-SD -#10x1½8-16d-5/88-SD- 8-16d-#10x1½- 8-SD- #10x1½- - - Model No. W H A Header Joist 4x6 3 9/16 4x65 3 9/167 4x652 5/83 9/1675/8 52 12-16d5/8 7 5/8 2 5/812-16d- 5/8 212-16d- 1/2 2 - 1/2 2 1/2 DimensionsDimensions (in.) (in.)Dimensions (in.)DimensionsPost FastenersPost (in.) FastenersPost FastenersPost Fasteners SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: NORTHEAST: W H A Header Joist ABU46ZABU46Z4x6 3 9/16ABU46Z5 ABU46Z7 2 5/8 5/8 12-16d - 2 1/2 NORTHWEST: LSU26Z 1 9/16 4 7/8 1 1/2 6-10d 5-10dx1 1/2 STEP 2

Skew flange from 0-45°.� Bend other flange back SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: NORTHEAST: STEP 2 ABA66ZABA66Z6x6 6x65 1/2ABA66Z5 1/25 1/4 6x65 1/43ABA66Z 1/85 1/23 1/8-6x65 1/4-5/85 1/23 1/85/88-16d5 1/4 -8-16d8-SD3 1/85/8 #10x1½8-SD -#10x1½8-16d-5/88-SD-NORTHWEST: 8-16d-#10x1½- 8-SD- #10x1½- Model- ModelNo.- No. Model No. Model No. MachineMachine Bolts BoltsMachine BoltsMachine Bolts LSU26Z 1 9/16 4 7/8 1 1/2 6-10d 5-10dx1 1/2 along centerline of slots until it meets the header. W L WH LHBNailsW H NailsL HB SDH ScrewsNailsHB SDNails Screws SD Screws LSSU210Z 1 9/16 8 1/2 1 5/8 10-10d 7-10dx1 1/2 Skew flange from 0-45°.� Bend other flange back W L H HB SD Screws BendABU66Z one timeABU66Z only.6x6 6x65 1/2ABU66Z5 1/25 6x665ABU66Z 1/165 61/2 1/161 3/46x651 3/45/85 1/26 1/165/812-16d51 3/412-16d6 1/165/8- 1 3/412-16d- 25/8 21/212-16d- 1/2 2 - 1/2 2 1/2 Qty. Qty.Dia. Dia. Qty. Dia. Qty. Dia. LSSU210Z 1. For1 9/16skewed LSSU,8 1/2 the inner1 5/8 most face10-10d fasteners on the7-10dx1 acute angle 1/2 side are not along centerline of slots until it meets the header. installed. Bend one time only. ABU88Z8x8 8x87 1/2ABU88Z7 1/27 8x87ABU88Z7 7 1/27 -8x872- -7 5/8 1/227 -18-16d 5/87 18-16d- 72 - -5/8 -18-16d- 2 -- 5/8 - 18-16d------1. For skewed LSSU, the inner most face fasteners on the acute angle side are not ABU88Z PBS44AHDGPBS44AHDG3 9/16PBS44AHDG3 9/163 1/2 3 61/2 PBS44AHDG1/43 9/166 31/4 7/1633 1/2 7/16314-16d 9/166 1/414-16d314-SD 1/23 7/16 14-SD#10x1½6 1/414-16d #10x1½3 7/16214-SD14-16d2 1/2#10x1½1/214-SD2 #10x1½1/2 2 1/2 2. Refer to current Wood Construction Connectors catalog for additional information. 1. indicates1. indicates connector connector is1. available indicates is available in stainless connector1. in stainless steel. indicates is Replaceavailable steel. connector Replace Zin in stainless model is Zavailable in number steel.model inReplace number stainless Z insteel. model Replace number Z in model number installed. 1.  indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. PBS66HDG5 1/2PBS66HDG5 1/25 3/8 5 63/8 PBS66HDG1/25 61/23 1/2 11/1653 3/8 11/1614-16d5 1/26 1/214-16d5 33/8 11/166- 1/214-16d-3 11/162 14-16d21/2- 1/2 2- 1/2 2 1/2 2. Refer to current Wood Construction Connectors catalog for additional information. 2.with Refer SS whenwithto current SS ordering. when Wood ordering. Constructionwith SS when Connectors ordering.with SS catalog when for ordering. additional information. PBS66HDG D07 LSU, LSSU Adjustable Joist Hangers 2. Refer 2.to Refercurrent to Wood current Construction Wood2. Refer Construction to currentConnectors2. Wood Connectors Refer catalog Construction to current forcatalog additional Wood Connectors for additionalConstruction information. catalog information. Connectors for additional catalog information. for additional information. 1. Refer 1.to Refercurrent to Wood current Construction Wood1. Refer Construction to currentConnectors1. Wood Connectors Refer catalog Construction to current forcatalog additional Wood Connectors for additionalConstruction information. catalog information. Connectors for additional catalog information. for additional information. and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks InformationD07 on thisLSU, page provided LSSU for reference Adjustable only; see current connector Joist guide Hangers for installation recommendations, details, and guidelines. D08D08ABA,ABA, ABUD08 ABU PostABA, D08Post Bases ABU BasesABA, Post ABU Bases Post Bases pageD09 8 D09PBSPBS PostD09 Post BasesPBS BasesD09 PostPBS Bases Post Bases Installation Details for Simpson Strong-Tie Washer Installation: Required-  ABA, ABU - for pre-pour installed Washer Not Supplied Installation: Required- anchors. For Simpson Strong-Tie epoxy  ABA, ABU - for pre-pour installed Not Supplied or mechanical anchors, select and install Installation: H anchors. For Simpson Strong-Tie epoxy in accordance with www.strongtie.com.  or mechanical anchors, select and install Installation: Embed into wet concrete up to the H  Products require washers between the Connectors in accordance with www.strongtie.com.  bottom of the 1" standoff base

Embed into wet concrete up to the ® nut and the base. Washers are supplied H W plate. A 2" minimum side cover is Connectors L  Products require washers between the bottom of the 1" standoff base with the ABU but not the ABA, which H required to obtain the full load. ® W nut and the base. Washers are supplied plate. A 2" minimum side cover is L requires a standard cut washer. Holes in the bottom of the straps ABA44Z ABU44Z Typical ABA Installationwith the ABU but not the ABA, which 2" Min. required to obtain the full load. allow for free concrete flow. requires a standard cut washer. Sidecover Holes in the bottom of the straps ABA44Z ABU44Z Typical ABA Installation(ABU Similar) 2" Min.  Allow concrete to cure before W allow for free concrete flow. Sidecover installation of the post. Dimensions(ABU Similar) (in.) Post Fasteners L HB Allow concrete to cure before W Model Post Anchor installation of the post. Dimensions (in.) Post Fasteners Machine Bolts L HB Model Post No. Size W L AnchorH HB Dia. Nails SD Screws Machine Bolts Qty. Dia. No. Size W L H HB Dia. Nails SD Screws ABA44Z 4x4 3 9/16 3 1/8 3 1/16 - 1/2 6-10d 6-SDQty. #9x1½Dia. - - ABA44Z 4x4ABU44Z3 9/16 4x43 1/83 9/163 1/16 3 - 5 1/21/2 1 3/46-10d 5/86-SD12-16d #9x1½ 12-SD- #10x1½- 2 1/2 Typical PBS ABU44Z 4x4ABA46Z3 9/16 4x63 3 9/165 1/25 3/161 3/4 3 1/85/8 -12-16d5/812-SD 8-16d#10x1½ 8-SD2 #10x1½1/2 - - Typical PBS ABA46Z 4x6ABU46Z3 9/16 4x65 3/163 9/163 1/8 5 - 75/8 2 5/88-16d 5/88-SD 12-16d#10x1½ - - - 2 1/2 Dimensions (in.) Post Fasteners Dimensions (in.) ABU46Z 4x6ABA66Z3 9/16 6x65 5 1/27 5 1/42 5/8 3 1/85/8 -12-16d5/8 8-16d- 8-SD2 #10x1½1/2 - - Model No. Post Fasteners Machine Bolts W L H HB Nails SD Screws ABA66Z 6x6ABU66Z5 1/2 6x65 1/4 5 1/23 1/8 5 - 6 1/165/8 1 3/48-16d 5/88-SD 12-16d#10x1½ - - - 2 1/2 Model No. Machine BoltsQty. Dia. W L H HB Nails SD Screws ABU66Z 6x6ABU88Z5 1/2 8x85 7 1/26 1/16 71 3/4 75/8 -12-16d2 - 5/8 18-16d- 2 - 1/2 - - PBS44AHDG 3 9/16 3 1/2 6 1/4 3 7/16 14-16d 14-SDQty. #10x1½Dia. 2 1/2 ABU88Z 8x81. 7indicates 1/2 connector7 is available7 in stainless- 2 steel.- 5/8 Replace18-16d Z in model number- - - PBS44AHDG 3 9/16 3 1/2 6 1/4 3 7/16 14-16d 14-SD #10x1½ 2 1/2 with SS when ordering. PBS66HDG 5 1/2 5 3/8 6 1/2 3 11/16 14-16d - 2 1/2 1. indicates connector is available in stainless steel. Replace Z in model number 2. Refer to current Wood Construction Connectors catalog for additional information. 1. Refer to current Wood Construction Connectors catalog for additional information. with SS when ordering. PBS66HDG 5 1/2 5 3/8 6 1/2 3 11/16 14-16d - 2 1/2 2. Refer to current Wood Construction Connectors catalog for additional information. 1. Refer to current Wood Construction Connectors catalog for additional information. and Fasteners Used in the Construction of Wood Decks D08 ABA, ABU Post Bases D09 PBS Post Bases Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks D08 ABA, ABU Post Bases D09 PBS Post Bases Installation Details for Simpson Strong-Tie W Installation: A  Follow 3-step installation sequence for skewed W Installation: A or sloped/skewed applications. Rev. 1  Follow 3-step installation sequence for skewed 7/04/2018  Do not substitute 10dx1½ nails for face nails. Page 3 of 7 Page 1 of or sloped/skewed applications. Rev. 1  To see an installation video on this product, visit 7/04/2018  Do not substitute 10dx1½ nails for face nails. Page 3 of 7 www.strongtie.com 1 Page 1 of H LSSU210Z  To see an installation video on this product, visit 10dx1 2" NAILS www.strongtie.com 1 H LSSU210Z"A" Flanges STEP10dx1 2" 1 NailNAILS hanger to slope-cut carried member, installing "A" Flanges STEP 1 seat nail first. No bevel necessary for skewed 1 Nail hanger to slope-cut carried member, installing 3 2" installation. Install joist nails at 45°� angle. seat nail first. No bevel necessary for skewed 1 3 2" Slope to installation. Install joist nails at 45°� angle.

45°� up or down. Slope to

45°� up or down.

ACUTE STEP 3 ANGLE ACUTE Attach hanger to the carrying member, acute angle 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 STEP 3 side first (see footnote 1). Install nails at an angle. 12246 Holly Street, Riverside, California 92509 Dimensions (in.) Fasteners ANGLE Attach hanger to the carrying member, acute angle 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 Model No. 12246 Holly Street, Riverside, California 92509 DimensionsW (in.) H A FastenersHeader Joist side first (see footnote 1). Install nails at an angle. Model No. SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: LSU26ZW 1H 9/16 A4 7/8Header1 1/2 6-10dJoist 5-10dx1 1/2 STEP 2 NORTHEAST: NORTHWEST:

Skew flange from 0-45°.� Bend other flange back SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: STEP 2 NORTHEAST: NORTHWEST: LSU26Z LSSU210Z1 9/16 4 17/8 9/161 1/28 1/2 6-10d1 5/8 10-10d5-10dx1 1/27-10dx1 1/2 along centerline of slots until it meets the header. Skew flange from 0-45°.� Bend other flange back Bend one time only. LSSU210Z1. For1 skewed 9/16 LSSU,8 1/2the inner1 most 5/8 face fasteners10-10d on the7-10dx1 acute angle 1/2 side are not along centerline of slots until it meets the header. installed. Bend one time only. 1. For skewed LSSU,2. Refer the to inner current most Wood face Construction fasteners on Connectorsthe acute angle catalog side for are additional not information. installed. 2. ReferD07 to currentLSU, Wood Construction LSSU Connectors Adjustable catalog for additional Joist information. Hangers D07 LSU, LSSU Adjustable Joist Hangers Washer Installation: DETAIL H. PBS Post Bases DETAIL I. CBSQ Post Bases DETAIL J. BC, BCS POST CAPS Installation: Required-  ABA, ABU - for pre-pour installed Installation: Installation: Not Supplied Installation: Installation:  Installation: Washer Installation: 1  BCS: Install dome nails on Installation: 1  Installation: BCS: Install dome nails on Required- anchors. For Simpson Strong-Tie epoxy  Install Simpson Strong-Tie SDS 4" W1  BCS: Install dome nails on  BCS: Install dome nails on  ABA, ABU - for pre-pour installed Install Simpson Strong-Tie SDS 4" 1 W1 1 beam; drive nails at an Not Supplied   Install Simpson Strong-Tie SDS 4" W beam; drive nails at an Installation:Installation: or mechanical anchors, select and install Installation:x 2" woodInstall screws, Simpson which Strong-Tie are SDS 4" x 2" wood screws, which are W1 1 Installation:beam; drive nails at an Installation:

beam; drive nails at an Rev. 1 H anchors. For Simpson Strong-Tie epoxy W1 Installation:Installation:Installation: angle through the beam x 2" wood screws, which are angle through the beam Rev. 1 in accordance with www.strongtie.com. W1  Embed into wet concretex 2" wood up screws, to the which are provided with the column base, BCS: Install BCS:BCS:BCS: Install InstallInstall dome dome7/04/2018 dome nails nailsnails on onon Rev. 1 H 1 1 angle7/04/2018 through the beam W 1 • Rev. 1 W1 H 1 provided with the column base, InstallInstall Simpson Simpson Strong-Tie Strong-Tie SDS SDS 4 "4" angle through the beam WW into the post below. 7/04/2018 or mechanical anchors, select and install Connectors  Install Simpson Strong-Tie SDS 4" W1 1 Installation: 3 provided with the column base, into the post below. 1 7/04/2018 dome nails on Page 4 of 7 H  Products require washers between the H W bottom of the 1" providedstandoff3 baseHwith the column base, with a 8" hex head driver. (Lag beam;beam;beam; drive drivedrive nails nailsnails at atat an anan W 2 with a " hex head3" Min. driver. (Lag x x2" 2" wood wood screws, screws, which which are are into the post below.  BC: Do notPage 4 of 7 intoinstall the bolts post into below. 2 8 ® 3 x 2" wood screws, which are in accordance with www.strongtie.com. 3" Min.  Embed into wet concrete up to the1" 3  beam; drive Page 4 of 7 Page 4 of 7 H with a " hex head driver. (Lag BC: Do not install bolts into angleangle through through the the beam beam Rev. 1 Rev. 1 W WW 8 Rev. 1 nut and the base. Washers are supplied W2 1" plate. A 2"2 minimumwith aside 8" coverhex head is driver.3" Min. (Lag W1 11 screws will not achieve the same  angle through the beam W Connectors BC: Do not install bolts into 3" Min. Sidecover  7/04/2018 7/04/2018 L  Products require washers between the 1" Sidecover bottom of the 1" standoff basescrews will not achieve1" the same H H providedprovidedprovided with withwith the thethe column columncolumn base, base,base, BC: Do not install bolts into pilotnails holes. at an angle 7/04/2018 with the ABU but not the ABA, which required to obtainscrews the full will load. not achieveSidecover the same load.)H screws will not achieve the same pilot holes. intointointo the thethe post postpost below. below.below. Sidecover ® 3 3 pilot holes. 3 pilot holes. Page 4 of 7 Page 4 of 7 nut and the base. Washers are supplied H load.) WW withwith a a 8" 8hex" hex head head driver. driver. (Lag (Lag through the Page 4 of 7 W requires a standard cut washer. plate. A 2" minimum side cover is W2 22  load.)3"3"3" Min. Min.Min. with a 8" hex head driver. (Lag BC:BC: Do Do not not install install bolts bolts into into L Holes in the bottomload.) of the straps Allow1"1"1" concrete to cure before beam into the BC: Do not install bolts into ABA44Z ABU44Z Typical ABA Installationwith the ABU but not the ABA, which 2" Min. required to obtain the full load.Allow concrete to cure before SidecoverSidecover screwsscrewsscrews will willwill not notnot achieve achieveachieve the thethe same samesame allow for free concrete Allow concreteflow. to cure before installation ofAllowSidecover the post.concrete to cure before post below. pilotpilotpilot holes. holes.holes. Sidecover installation of the post. load.)load.) W2 requires a standard cut washer. Holes in the bottom of the straps installation of the post. W2 load.) (ABU Similar)  Allow concrete toinstallation cure before of the post.  For full loads, a minimum of 3" W2 ABA44Z ABU44Z Typical ABA Installation 2" Min.  D W2  BC: Do not D W allow for free concrete flow.For full loads, a minimum of 3"  For full loads, a minimum of 3" AllowAllowAllow concrete concreteconcrete to toto cure curecure before beforebefore • Sidecover L D installation of theFor post. full loads,D a minimum of 3" side cover shall be provided. install bolts into Dimensions(ABU Similar) (in.) Post Fasteners HB  Allow concrete to cure beforeside cover shall be provided. installationinstallationinstallation of ofof the thethe post. post.post. WW W side cover shall be provided. side cover shall be provided. BCS W2 22 pilot holes. Model Post Anchor installation of the post. D D BCS ForForFor full fullfull loads, loads,loads, a aaminimum minimumminimum of ofof 3" 3"3" BCS Typical BCS Installation Dimensions (in.) Post Fasteners Machine Bolts L HB D BCS Typical BCS(BC InstallationSimilar) No. Size Dia. Typical CBSQ44 sidesideside cover covercover shall shallshall be bebe provided. provided.provided. Typical BCS Installation Model Post W L HAnchorHB Nails SD Screws Typical CBSQ44 Typical CBSQ44(BC Similar) Typical BCS Installation(BC Similar) (BC Similar) Machine BoltsQty. Dia. TypicalTypical CBSQ CBSQ44 Installation (BC Similar) (BC Similar) BCSBCSBCS(BC Similar) No. Size W L H HB Dia. Nails SD Screws Typical CBSQ InstallationTypical CBSQ Installation (BC Similar) TypicalTypicalTypical BCS BCSBCS Installation InstallationInstallation Typical CBSQ Installation TypicalTypicalTypical CBSQ44 CBSQ44CBSQ44 Dimensions (in.) (BC(BC(BC Similar) Similar)Similar) Fasteners ABA44Z 4x4 3 9/16 3 1/8 3 1/16 - 1/2 6-10d 6-SDQty. #9x1½ Dia. - - Dimensions (in.) (BC(BC(BC Similar) Similar)Similar) Post TypicalTypicalTypical CBSQ CBSQCBSQ Number of InstallationInstallationInstallation SD Screws Post DimensionsModel No. (in.) Number of Dimensions (in.) Model Dimensions (in.) Nails Fasteners ABA44Z 4x4ABU44Z3 9/164x43 1/83 9/163 1/163 - 5 1/2 1/21 3/4 6-10d5/8 6-SD12-16d #9x1½12-SD #10x1½- - 2 1/2 ModelTypical No. PBS Post Dimensions (in.) Size PostNumber of SDS ScrewsNumber of Dimensions (in.) FastenersDimensions (in.) (Preferred) Fasteners Model No. Size Model No. SDSW1 ScrewsW2 D H Dimensions (in.) No. Fasteners Typical PBS W1 W2 D H Size W1 W2 D H SDSDimensionsDimensionsDimensions Screws (in.) (in.)(in.) W1 W2 L1 L2 H1 H2 Nails SD Screws ABU44Z 4x4ABA46Z3 9/164x6 33 9/165 1/25 3/161 3/43 1/8 5/8 - 12-16d5/8 12-SD8-16d #10x1½8-SD #10x1½2 1/2 - - Size W1 W2 D H SDS Screws PostPostPost ModelNumberNumberNumber No. of ofof Nails SD Screws Beam Post BeamDimensionsDimensionsDimensionsNails Post (in.) (in.)(in.) SD Screws FastenersFasteners Dimensions (in.) Post Fasteners 4x4 3 9/16 3 Model1/2Model No. No.7 1/8 8 Dimensions3/8 Model14-SDS (in.) No. ¼"x2" Number of ModelW1 No. W2NailsL1 L2 H1SD ScrewsH2 Fasteners CBSQ44-SDS2HDG Model Post SizeSize Model No. SDSSDS Screws Screws FlangeBeamFlange FlangePost Flange Size 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 Model CBSQ44-SDS2HDGDimensions (in.) 4x4 3 9/16 Post3 1/2 Fasteners7 1/8 8 3/8 14-SDS ¼"x2" W1W1 W1W2W2 W2 DDL1 L2HH H1 SDSH2 Screws W1 W2 L1 L2 H1 H2 12246 Holly Street, Riverside, California 92509 ABA46Z 4x6ABU46Z3 9/164x65 3/163 9/163 1/8 5 - 7 5/82 5/8 8-16d5/8 8-SD12-16d #10x1½ -- - 2 1/2 MachineCBSQ44-SDS2HDG Bolts 4x4 3 9/16 3 1/2 7 1/8 8 3/8W1 14-SDSW2 ¼"x2"SD ScrewsD H Beam Post Beam BeamPost Flange Post Flange NailsNails SDSD Screws Screws W1 W2 L1 L2 H1 H2 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 4x4 3 9/16 3 1/2 7 1/8 8 3/8 14-SDS ¼"x2" 12246 Holly Street, Riverside, California 92509 CBSQ44-SDS2HDG SD Screws No. Size Flange Flange Nails 2600 International Street, Columbus, Ohio 43228 SD5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 Screws No. W1 W2 14-SDSD ¼"x2"H (Preferred) Beam PostBeam Flange ModelModelPost No. FlangeNo. 6-SD 6-SD Beam Flange Post Flange 12246 Holly Street, Riverside, California 92509 W L H HB Nails 4x6 3 9/16 5 5/16 7 13/16 8 11/16 Model No. 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 CBSQ46-SDS2HDG 12246 Holly Street, Riverside, California 92509 4x6 3 9/166x6 5 5 1/2 7 5 1/42 5/83 1/8 5/8 - 12-16d5/8 8-16d- 8-SD #10x1½2 1/2 - - Model No.Dimensions (in.) 4x6 Post3 9/16 Fasteners(preferred)5 5/16 Qty.7 13/16MachineDia. 8 11/16 Bolts 14-SDS ¼"x2" 4x44x4 3 3 9/16 9/16 3 31/2 1/2 7 7 1/8 1/8 8 8 3/8 3/8 14-SDS14-SDS BC4Z ¼"x2" ¼"x2"3 Flange9/16 3 9/16Flange2 7/8 2 7/8Beam3 Flange3 Post6-16d FlangeW1W16-16d W2W2FlangeL1L1 FlangeL2L2 H1H1 H2H2 ABU46Z ABA66Z CBSQ46-SDS2HDG CBSQ46-SDS2HDG 4x6 CBSQ44-SDS2HDGCBSQ44-SDS2HDG3CBSQ44-SDS2HDG 9/16 5 5/16 7 13/164x4 8 11/163 9/16 14-SDS3 1/2 ¼"x2"7 1/8 8 3/8 BC4Z14-SDS ¼"x2"3 9/16 Flange3 9/16 2Flange 7/8 2 7/8 3 3 W16-16d W2#10x1½6-16d L1 6-SD#10x1½L2 #10x1½H16-SD #10x1½H2 BeamBeamBeam PostPostPost

CBSQ44-SDS2HDG 4x4 3 9/16 3 1/2 7 1/8 8 3/8 14-SDS ¼"x2" 2600 International Street, Columbus, Ohio 43228 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2221 Country Lane, McKinney, Texas 75069 4x6 3 9/16 5 5/16 7 13/16 8 11/16 14-SDS ¼"x2" 12246 Holly Street, Riverside, California 92509 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 W CBSQ46-SDS2HDGL H HB Nails SD Screws  BeamBeam Flange Flange PostPost Flange Flange 12246 Holly Street, Riverside, California 92509 PBS44AHDG 3 9/16 3 1/2 6 1/4 3 7/16 14-16d 14-SD #10x1½CBSQ66-SDS2HDG2 1/2 6x6 5 1/2 5 1/2 6 7/8 8 3/4 BC4Z14-SDS ¼"x2"3 9/16 3 9/16 2 7/8 2 7/8 3 BC6Z3 BC4Z5 1/26-16d5 1/23 9/166-16d4 3/83 9/166-SD4 3/8 #10x1½2 7/83 3/82 7/86-SD3 3/8 #10x1½12-16d3 12-16d3 6-16d— 6-16d— 6-SD #10x1½ 6-SDFlangeFlange #10x1½FlangeFlange Beam Flange Post Flange ABA66Z 6x6ABU66Z5 1/2 6x65 1/45 1/2 3 1/8 5 -6 1/165/81 3/4 8-16d5/8 8-SD12-16d #10x1½ -- - 2 1/2 Model No. CBSQ66-SDS2HDG 6x6 5 1/2 5 1/2MachineCBSQ66-SDS2HDG6 Bolts 7/8Qty. 8 Dia.3/4 14-SDSCBSQ46-SDS2HDG6x6 ¼"x2"CBSQ46-SDS2HDGCBSQ46-SDS2HDGCBSQ46-SDS2HDG5 1/2 54x6 1/2 3 9/166 4x67/84x64x65 5/16 83 3 37 3/4 9/16 13/16 9/16BC4Z9/16 14-SDS85 11/165 55/16 5/165/163 9/16 ¼"x2"14-SDS77 7313/16 13/1613/16 9/16 ¼"x2"2 87/88 811/16 11/1611/162 7/8 14-SDSBC6Z14-SDS14-SDS3 ¼"x2" ¼"x2"¼"x2"35 1/2 6-16d5 1/2 46-16d 3/8 4 3/86-SD #10x1½3 3/8 3 6-SD3/8 #10x1½12-16d 12-16d - - Flange Flange SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST:

 NORTHEAST: NORTHWEST: WPBS66HDGL 5 1/2CBSQ66-SDS2HDGH 5 3/8HB 6 1/2Nails3 11/166x614-16dSD Screws5 1/2— 5 1/22 61/2 7/8 8 3/4 14-SDS ¼"x2" BC6Z 5 1/2 5 1/2 4 3/8 4 3/8 3 3/8 BCS2-3 3/8BC6Z12-16d 5 12-16d1/2 5 1/2 4- 3/8 4 3/8 3- 3/8 3 3/8 12-16d8-SD 12-16d6-SD - -

BC4ZBC4Z 3 3 9/16 9/16 3 3 9/16 9/16 2SIMPSON STRONG-TIE COMPANY INC. 27/8 7/8 2 SOUTHEAST: 27/8 7/8SOUTHWEST: 3 3 3 3 6-16d6-16d 6-16d6-16d 6-SD6-SD #10x1½ #10x1½ 6-SD6-SD #10x1½ #10x1½ 6x8 12-SDS ¼"x2" SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: 7 1/2 5 3/8 6 1/8 8 11/16 NORTHEAST: NORTHWEST: ABU66Z 6x6ABU88Z5 1/2 8x8 5 7 1/26 1/167 1 3/4 7 5/8 - 12-16d2 - 5/8 18-16d- -2 1/2 - - 3 9/16 3 1/2 6 1/4 3 7/16 14-16d 14-SDCBSQ86-SDS2HDG Qty.#10x1½ Dia. 2 1/2 CBSQ66-SDS2HDG 6x6 5 1/2 5 1/2 6BC6Z 7/8 8 3/45 1/214-SDS5 1/2 ¼"x2"4 3/8 4 3/8 BCS2-2/4Z3 3/8 3 3/83 1/8 12-16d33 9/16 9/16 2 212-16d7/8 7/8 2 27/8 7/8 2 15/162 15/16- BC4Z2 15/162 15/168-10d3- 8-10d9/166-10d3 9/166-10d2 7/88-SD2 7/8 #9x2½ 3 6-SD #9x2½3 6-16d 6-16d 6-SD #10x1½NORTHEAST: NORTHWEST: 6-SD #10x1½ SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: PBS44AHDG1. Refer to current Wood Construction Connectors6x8 catalog for7 additional 1/2 information.5 3/8 6 1/8 8 11/16  12-SDS6x8 ¼"x2"CBSQ66-SDS2HDGCBSQ66-SDS2HDG 6x66x6 5 5 1/2 1/2 12-SDS5 51/2 1/2 ¼"x2"6 6 7/8 7/8 8 8 3/4 3/4 14-SDS14-SDS ¼"x2" ¼"x2" NORTHEAST: NORTHWEST: CBSQ86-SDS2HDG CBSQ86-SDS2HDG CBSQ66-SDS2HDG7 1/2 5 3/8 6 1/86x6 8BCS2-2/4Z 11/165 1/2 3 51/8 1/2 3 9/166 7/82 7/8 2 87/8 3/42 15/1614-SDS22/4Z 15/16 BCS2-2/4Z¼"x2"8-10d 3 1/86-10d 3 9/168-SD 2#9x2½ 7/8 2 7/86-SD2 15/16#9x2½ 2 15/16 #9x2½8-10d #9x2½6-10d 8-SD #9x2½ 6-SD #9x2½ 1. indicates connector is available in stainless steel. Replace Z in model number CBSQ86-SDS2HDG 6x8 7 1/2 5 3/8 6 1/8 8 11/16 12-SDS ¼"x2" BC6ZBC6ZBC6Z 55 51/2 1/21/2 55 51/2 1/21/2 44 43/8 3/83/8 44 43/8 3/83/8 33 33/8 3/83/8 33 33/8 3/83/8 12-16d12-16d12-16d 12-16d12-16d12-16d ------SIMPSON STRONG-TIE COMPANY INC. SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHEAST: SOUTHWEST: SOUTHWEST: 8x8 7 1/2 7 3/8 6 1/8 8 11/16 12-SDS ¼"x2" 8-SD #9x2½ 6-SD #9x2½ NORTHEAST: NORTHEAST: NORTHWEST: NORTHWEST:

BCS2-2/4Z 3 1/8 3 9/16 2 7/8 2 7/8 2 15/16 2 15/16 8-10d 6-10d SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: ABU88Z 8x8 7 1/2 7 7 - 2 - 5/8 18-16d - - - PBS44AHDG 3 9/16 3 1/2 6 1/4 3 7/16 14-16d 14-SD14-16d #10x1½ CBSQ88-SDS2HDG2 1/2 CBSQ86-SDS2HDG 6x8 7 1/2 5 3/8 6 1/8 8 11/16 12-SDS ¼"x2" BCS2-3/6ZBCS2- 4 5/8 5 9/16 4 3/8 2 7/8 3 5/16 2 15/16 12-16d 6-16d - - NORTHEAST: NORTHWEST: with SS when ordering. PBS66HDG 5 CBSQ88-SDS2HDG 1/2 5 3/8 6 1/2 3 11/168x8 7 1/2 7 3/8- CBSQ88-SDS2HDG6 1/82 8 11/161/2 12-SDS8x8 ¼"x2"CBSQ86-SDS2HDGCBSQ86-SDS2HDGCBSQ86-SDS2HDG7 1/2 7 3/8 6 6x81/86x86x8 8BCS2-3/6Z 11/1677 7 1/2 1/21/2 12-SDS45 5 5/853/8 3/83/8 ¼"x2"5 9/1666 6 1/8 1/81/84 3/8 828 8 11/16 7/8 11/1611/163 5/1612-SDS12-SDS12-SDS2 15/16 ¼"x2" BCS2-3/6Z ¼"x2"¼"x2"412-16d 5/8 5 9/164 5/86-16d4 3/85 9/162 7/84- 3/83 5/162 7/82 15/163 -5/1612-16d2 6-16d15/16 12-16d— 6-16d— - - 8x8 7 1/21. indicates7 3/8 connector6 1/8 is available8 11/16 in stainlessCBSQ88-SDS2HDG12-SDS steel. Replace ¼"x2" -SDS2HDG8x8 in model7 1/2 7 3/8 6 1/8 8 11/16 12-SDS ¼"x2" 1. indicates3/6Z connector is available in stainless steel. BCS2-2/4ZReplaceBCS2-2/4ZBCS2-2/4Z Z in model33 31/8 1/81/8 number33 3 9/16 9/169/16 22 27/8 7/87/8 22 27/8 7/87/8 22 215/16 15/1615/16 22 215/16 15/1615/16 8-10d8-10d8-10d 6-10d6-10d6-10d 8-SD8-SD8-SD #9x2½ #9x2½#9x2½ 6-SD6-SD6-SD #9x2½ #9x2½#9x2½ 1. indicates 2.connector Refer to iscurrent available Wood in stainlessConstruction steel. Connectors Replace Z catalog in model for number additional information. 1. Refer to current Wood ConstructionCBSQ88-SDS2HDG Connectors catalog for additional information. BCS2-3/6Z 4 5/8 5 9/16 4 3/8 2 7/8 3 5/16 2 15/16 12-16d 6-16d - - PBS66HDG 5 1/2 5 3/81. 6indicates 1/2 3 connector 11/16 is 14-16davailable in stainless steel.- Replacenumber -SDS22 with1. SSHDG when 1/2indicates in model ordering. connector is available in stainless steel. Replace -SDS2HDG in model1. indicates connector is available in stainless steel. withReplace SS when Z 1.in modelordering. indicates number connector is available in stainless steel. Replace Z in model number with SS when ordering. 1. indicates connector is available in stainless steel. Replace -SDS2HDG in model 1.  indicatesCBSQ88-SDS2HDGCBSQ88-SDS2HDG CBSQ88-SDS2HDGconnector is available in stainless8x88x88x8 steel. Replace77 7 1. 1/2 1/2 1/2 - SDS2HDG indicates77 73/8 3/8 3/8 connectorin model6 number6 6is 1/8 available1/81/8 with8 8in 811/16 11/16stainless11/16 steel.12-SDS12-SDS12-SDS 1.Replace  indicates ¼"x2" ¼"x2"¼"x2" Z in modelconnector number is available in stainless steel.BCS2-3/6ZBCS2-3/6ZBCS2-3/6Z Replace Z 4in4 45/8 model 5/85/8 5 number5 5 9/16 9/169/16 with44 43/8 3/8 3/8 22 27/8 7/87/8 33 3 5/16 5/165/16 22 215/16 15/1615/16 12-16d12-16d12-16d 6-16d6-16d6-16d ------number with SS when ordering. 2. Refer to currentnumber Wood with SS Construction when ordering. Connectors catalog for additional information. with SS when ordering. 2. Refer to currentwith SS Wood when Constructionordering. Connectors catalog for additional information.

2. Refer to current Wood Construction Connectors catalog for additional information. 1. Refer to current Wood Construction Connectors catalog for additional information. and Fasteners Used in the Construction of Wood Decks number with SS when ordering. SS when ordering. Installation Details for Simpson Strong-Tie SS when ordering. D08 ABA, ABU Post Bases D09 PBS Post2. Refer Bases to current Wood Construction Connectors catalog for additional2. information.Refer to current Wood Construction Connectors1.1.1. indicates indicates indicatescatalog connectorfor connectorconnector additional is is isavailable information.availableavailable in inin stainless stainlessstainless2. Referwith steel. steel. steel.to SS current Replace ReplaceReplacewhen Wood ordering. -SDS2 -SDS2-SDS2 ConstructionHDGHDGHDG in inin model modelmodel Connectors catalog for additional2. Refer information. to current Wood Construction Connectors1.1.1. indicates indicates indicatescatalog connectorfor connectorconnector additional is is isavailable information.availableavailable in inin stainless stainlessstainless steel. steel.steel. Replace ReplaceReplace Z Z Zin inin model modelmodel number numbernumber 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to numbercurrentnumbernumber withfor withwith additional SS SSSS when whenwhen information. ordering. ordering.ordering. 2. Refer to current Wood Construction Connectors catalog2. Refer for additional to current information. Wood Construction Connectorswithwith withcatalog SS SSSS when whenforwhen additional ordering. ordering.ordering. information. and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie D08 ABA, ABU Post Bases D09 PBS Post Bases D10 CBSQ Post Bases 2.2.2. Refer ReferRefer to toto current currentcurrent Wood WoodWood Construction ConstructionConstruction Connectors ConnectorsConnectors catalog catalogcatalog for forfor additional additionaladditional information. information.information. D11 BC, BCS Post Caps 2.2.2. Refer ReferRefer to toto current currentcurrent Wood WoodWood Construction ConstructionConstruction Connectors ConnectorsConnectors catalog catalogcatalog for forfor additional additionaladditional information. information.information. D10 CBSQ Post Bases D10 CBSQ Post Bases D11 BC, BCS Post Caps D11 BC, BCS Post Caps DETAIL K. AC,D10 LPC, LCECBSQ Post Caps Post Bases Installation:D11DETAIL L.BC, PC, EPC BCS Post CapsPost Caps D10D10 CBSQCBSQ PostPost BasesBasesInstallation: D11D11 BC,BC, BCSBCS PostPost CapsCaps Installation:  Install in pairs. 7" Installation:  2,3 L  Install in pairs.  For LCE4Z Installinstallations in pairs. on Fasteners 7"  Install in pairs.L Installation:Installation:Installation: Model 7" 2,3 L L  For LCE4Z installations on mitered corner For conditions,LCE4Z installations on 2,3 4 W (in.) 7" Fasteners Post Size w  L Model InstallInstall Fastenersin in pairs. pairs. 2,3 No. Model L L For LCE4Z installations on mitered corner conditions, W (in.) Install in pairs.Fasteners 4 W (in.)Beam Post w Post Size w 7"7"7" L mitered1 corner conditions, refer to www.strongtie.com 4 Model Post Size No. 2,32,3 3" 2 2" Installation:mitered corner conditions, LLL No. 4 W (in.)ForForFor LCE4Z LCE4ZLCE4Z installations installationsinstallations on onon Post Size Beam Postw FastenersFastenersFasteners2,3 3" 1 for more information.referL L to www.strongtie.comNo. Beam Post ModelModelModel 1 1 3" refer to www.strongtie.com2 2" L (2) 2x4 WW (in.) (in.) 3" 2 2" Install in pairs. miteredmitered Beamcorner corner conditions, conditions,Post 4 44 W (in.) PostPostPost Size SizeSize 3" www refer to www.strongtie.com mitered corner conditions, 1 Connectors 3" 1 • for more information. 1 No.No.No. 3" (2) 2x4 2 2" 1 for1 moreFor information. LCE4Z installations on (2) 2x4 BeamBeamBeam PostPostPost 2 2" referrefer to to www.strongtie.com www.strongtie.com 1 3" Connectors 2 4" 1 1 refer to www.strongtie.com ®

•for  more information. 1 Connectors 1 1 3"3"3" 222" 2"" (2) 2x4 4x4 1 2 2" mitered corner conditions, 2 3"3"

Connectors 1 1 1 2 4" ® 3" 2 2" forforfor more moremore information. information.information. 1 2 4" ® (2)(2) 2x4 2x4 1 1 PC4Z 3 9/16 (10) 10d (8) 10d 4x4 (2) 2x4 2 2" W consult connector guide. 4x4 Connectors Connectors Connectors 2 4" 1 ® 1 2" W 1 1 1 1 4x4PC4Z 3 9/16 (10) 10d (8) 10d4x6 Pilot holes for W 2 21" 2" 1 (10) 10d (8) 10d 1 2 2" 2 24" 4" PC4Z 3 9/16 5 ® ®

2 " ® W 1 1 2" 11 "W 4 (10) 10d (8) 10d 4x61 8" w 4x44x4 Pilot holes for 1 2" W 4 PC4Z 3 9/16 Pilot holes for manufacturing4x4 W 1 1 4x6 5 1 2" W 1 4" 5 PC4ZPC4Z4x8 Pilot3 holes39/16 9/16 for (10)1(10)(10)8" 10d 10d10d5 (8)(8)(8) 10d 10d10d w manufacturing 11 " WW 4x6 1 8" w PC4Z Pilot holes3 9/16 for 2 8" purposes (Do not 4 W 1 11 WW 5 manufacturing 1 AC LPCZ Typical1 121LCE4Z"22"" W 1 8" w 4x8 5 4x64x6 PilotPilotPilot holes holesholes for forfor 1 4" 4x8 5 manufacturing 2 8" install4x6 bolts)purposes (typ.)5 5 (Do not AC Typical LCE4Z 1 11 2 8" purposes (Do not 5 ww LPCZ 1141" 4"" 4x8 5 4x6 purposes (Do not ••••••••••••••••••••1118"88"" w manufacturingmanufacturing AC LPCZ Typical LCE4Z Installation 4 2 8" purposes (Do not install bolts) (typ.) manufacturing install bolts)4x6 (typ.) 4x84x8 5 55 AC LPCZ Typical LCE4Z Installation install bolts) (typ.) ••••••••••••••••••••4x8 2228"8"" purposespurposespurposes (Do (Do(Do not notnot Installation ACACAC TypicalTypicalTypical LCE4Z LCE4ZLCE4Z 4x6 (10) 10d••••••••••••••••••••(8) 10d install bolts) (typ.) 8 LPCZLPCZLPCZ PC6Z 4x6 5 1/2 ••••••••••••••••••••6x6 installinstallinstall bolts) bolts)bolts) (typ.) (typ.)(typ.) InstallationDimensions (in.) PC6Z 5 1/2 (10) 10d (8) 10d 6x6 PCZ 4x64x6 Fasteners PC6ZInstallationInstallationInstallation5 1/2 (10) 10d (8) 10d 6x6 PCZ 4x6 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Dimensions (in.) Fasteners PC6Z 5 1/2 (10) 10d (8) 10d 6x6 PCZ 6x8 Dimensions (in.) Fasteners PCZ PC6ZPC6Z 56x8 51/2 1/2 (10)(10)(10) 10d 10d10d (8)(8)(8) 10d 10d10d 6x66x6 Dimensions (in.) Model No. Fasteners Nails SD Screws 6x8 PC6Z 5 1/2 6x6 PCZPCZPCZ Model No.W L NailsDimensionsDimensionsDimensions (in.) (in.)(in.) SD Screws FastenersFastenersFasteners 6x8 4x8 Model No. Nails SD ScrewsSD WScrews (preferred)BeamL Post Beam Post 4x8 6x86x86x8 Model No. W L Nails SD Screws 4x8 (10) 10d (8) 10d W L ModelModelBeam No. No. Post Beam NailsNailsNailsPost SDSDSD Screws ScrewsScrews PC8Z 4x8 7 1/2 6x8 Beam Post Beam Post PC8Z 7 1/2 (10) 10d (8) 10d 6x8 4x84x84x8 BeamAC4ZPost 3 9/16Beam6 1/2 14-16dPost14-16d 14-SDWW #10x1½LLL 14-SD #10x1½PC8Z 7 1/2 (10) 10d (8) 10d 6x8 AC4Z 3 9/16 6 1/2 14-16d 14-16d 14-SD #10x1½BeamBeamBeam14-SDPostPC8ZPostPost #10x1½ 7 1/2BeamBeamBeam(10) 10d Post(8)PostPost 10d 6x8 8x8 AC4Z 3 9/16 6 1/2 14-16d 14-16d 14-SD #10x1½ 14-SD #10x1½ PC8ZPC8ZPC8Z 78x87 71/2 1/21/2 (10)(10)(10) 10d 10d10d (8)(8)(8) 10d 10d10d 6x86x86x8 AC4Z 3 9/16 6 1/2 14-16dAC6Z14-16d 514-SD 1/2 #10x1½8 1/2 14-SD14-16d #10x1½14-16d 14-SD #10x1½ 14-SD #10x1½ 1. Post 8x8and beam may consist of multiple members provided they are AC4ZAC4Z 33 3 9/16 9/169/16 66 61/2 1/21/2 14-16d14-16d 14-16d14-16d 14-SD14-SD #10x1½ #10x1½ 14-SD14-SD #10x1½ #10x1½ 8x8 Installation: AC6Z 5 1/2 8 1/2 AC4Z14-16d 14-16d 14-SD #10x1½14-16d14-SD14-16d #10x1½14-SD #10x1½ 14-SD #10x1½connected1. independently Post and beam of maythe post consist cap of fasteners. multiple members provided they are 8x88x88x8 Installation: AC6Z 5 1/2 8 1/2 14-16d 14-16d 14-SD #10x1½ 14-SD #10x1½ 1. Post and beam may consist of multiple members provided they are  For end condition, LPC4Z 314-SD 9/16 #10x1½3 1/2 14-SD8-10d #10x1½8-10d 8-SD #9x1½ 8-SD #9x1½ 1 connected independently1 of the post cap fasteners.Installation:Installation: AC6Z 5 1/2 8 1/2 14-16d 14-16d 1. Post and beam may consist of multiple members2. provided10d x 2 2 they" (0.148" are dia. x 2 2" long) nails may be used with no loadInstallation: specify EPC For end condition, LPC4Z 3 9/16 3 1/2 AC6ZAC6ZAC6Z8-10d 8-10d55 51/2 1/21/2 8-SD88 81/2 1/21/2 #9x1½14-16d14-16d14-16dconnected8-SD14-16d14-16d14-16d #9x1½ independently14-SD14-SD14-SD of the#10x1½ #10x1½#10x1½ post cap fasteners.14-SD14-SD14-SD #10x1½ #10x1½#10x1½ 1 1 1.1.1. Post PostPost and Forandand beam end beambeam condition, may maymay consist consistconsist of ofof multiple multiplemultiple members membersmembers provided providedprovided they theythey are areare connected independently of the post cap fasteners.reduction 2.for 10d uplift x 2and2" (0.148"0.85 of thedia. table x 2 2 "loads long) for nails lateral. may be used with•  Forno loadend condition, specify EPC Installation:Installation:Installation: LPC4Z 3 9/16 3 1/2 8-10d 8-10d 8-SD #9x1½ 8-SD #9x1½ 1 1 connectedconnected independently Forindependently end condition, of of the the post post cap cap fasteners. fasteners.  Use all specified LPC4Z 3 9/16 3 1/2 8-10dLPC6Z8-10d 5 9/168-SD #9x1½5 1/2 8-10d8-SD #9x1½8-10d - 2.- 10d x 2 2" (0.148"1 dia. x 2 2" long)1 nails may be used with no load reduction® for1 uplift and 0.85 of the table loadsconnected for lateral.specify independently EPCspecify EPC of the post cap fasteners. ForForFor end endend condition, condition,condition, 2. 10d x 2 2" (0.148" dia. x 2 2" long) nails may be3. used Strong-Drive with no load SD9 x 1 2" Connector screws may be substituted for  Use all specified LPC6Z 5 9/16 5 1/2 LPC4ZLPC4ZLPC4Z8-10d 8-10d33 39/16 9/169/16 33 3 1/2 1/21/2- 8-10d8-10d8-10dreduction8-10d8-10d8-10d for- uplift and8-SD 8-SD8-SD0.85 of#9x1½ #9x1½#9x1½the table loads8-SD for8-SD8-SD lateral. #9x1½ #9x1½#9x1½ ® 1 1 11 •specify Use allEPC specified1 11 fasteners. 3. Strong-Drive SD9 x 1 " Connector screws2.2.2. 10d 10dmay10d x x xUse2be 222 "2substituted 2"(0.148""all (0.148"(0.148" specified dia. dia.dia. for x xx2 222"2 2"long)" long)long) nails nailsnails may maymay be bebe used usedused with withwith no nono load loadload specifyspecify EPC EPC LPC6Z 5 9/16 5 1/2 8-10d 8-10d - - reduction® for uplift and 0.85 of the table loads for lateral.table fasteners with no load reduction.2 fasteners. specify EPC LCE4Z - 5 3/8 14-16d 10-16d 14-SD #10x1½ 10-SD 3.#10x1½ Strong-Drive SD9 x 11 " Connector screws may be substituted for reductionreduction for for Useuplift upliftfasteners. all and andspecified 0.85 0.85 of of the the table table loads loads for for lateral. lateral.  Do not install bolts LPC6Z 5 9/16 5 1/2 8-10d 8-10d - - ® 2 1 4. Models availabletable fasteners for rough with size no lumber, load reduction. specify RZ suffix.reduction Ex.fasteners. for uplift and 0.85 of the table loads for lateral. UseUseUse all allall specified specifiedspecified LCE4Z - 5 3/8 LPC6ZLPC6ZLPC6Z14-16d 10-16d55 59/16 9/169/1614-SD55 5 1/2 1/21/2 #10x1½8-10d8-10d8-10d10-SD3. Strong-Drive8-10d8-10d8-10d #10x1½ SD9 x 1-2--" Connector screws may--- be substituted for •® ®®Do not install1Typical11 bolts EPCZ End Post into pilot holes. Do not install bolts table fasteners with no load reduction. 4. Models available for rough size lumber, specify3.3.3. Strong-Drive Strong-DriveStrong-Drive RZ suffix.fasteners. SD9Ex. SD9SD9 x xx1 112"2 "Connector" ConnectorConnector screws screwsscrews may maymay be bebe substituted substitutedsubstituted for forfor LCE4Z - 5 3/8 14-16d 1.10-16d indicates connector14-SD #10x1½ is available in 10-SDstainless steel.#10x1½ Replace Z in model number table fasteners with no load reduction.and are the PC4RZ.preferred fastener.  Do not installinto pilot bolts holes.2 Typical EPCZ End Post into pilot holes. fasteners.fasteners.fasteners. LCE4Z - 5 3/8 14-16d 10-16d1. indicates14-SD connector #10x1½ is available10-SD in stainless #10x1½ steel. Replace Z in model number 4. Models available for rough size lumber, specify RZ suffix. Ex. tabletabletable fasteners fastenersfasteners Do with not withwith installno nono load loadload bolts reduction. Cap reduction.reduction. Installation with SS when ordering. LCE4ZLCE4ZLCE4Z --- 55 53/8 3/83/8 14-16d14-16d14-16d 4. 10-16dModels10-16d10-16d available14-SD14-SD14-SD for rough #10x1½ #10x1½#10x1½ size lumber,10-SD10-SD10-SD specify #10x1½ #10x1½#10x1½RZ suffix. Ex.PC4RZ. Typical EPCZ End Post into pilot holes. DoDoDo not notnot install installinstall bolts boltsbolts 1. Refer indicates to current connector Wood Construction is available Connectorsin stainless catalogsteel. Replace for additional Z in modelwith information. SS number when ordering. PC4RZ. Typical EPCZ End4.4. 4. PostModels ModelsModels available availableavailableinto pilot for forfor roughholes. roughrough size sizesize lumber, lumber,lumber, Capspecify specifyspecify Installation RZ RZRZ suffix. suffix.suffix. Ex. Ex.Ex. TypicalTypical EPCZ EPCZ End End Post Post 1. indicates connector is available in stainless steel.2. ReferReplace to current Z in model Wood number Construction Connectors catalog for additional information. PC4RZ. Cap Installation Typical EPCZ End Post intointointo pilot pilotpilot holes. holes.holes. with SS when ordering. 2. Refer to current Wood Construction Connectors1.1.1. indicates indicates indicatescatalog connectorfor connectorconnector additional is is isavailable information.availableavailable in inin stainless stainlessstainless steel. steel.steel. Replace ReplaceReplace Z Z Zin inin model modelmodel number numbernumber Cap InstallationPC4RZ.PC4RZ.PC4RZ. with SS when ordering. withwith SS SS when when ordering. ordering. CapCapCap Installation InstallationInstallation and Fasteners Used in the Construction of Wood Decks 2. Refer to current Wood Construction Connectors catalog for additional information. with SS when ordering. Installation Details for Simpson Strong-Tie 2. Refer to current Wood Construction Connectors catalog for additional information. and Fasteners Used in the Construction of Wood Decks D12AC,AC, LPC, LPC, LCELCE Post Caps Caps2.2.2. Refer ReferRefer to toto current currentcurrent Wood WoodWood Construction ConstructionConstruction Connectors ConnectorsConnectors catalog catalogcatalog for forfor additional additionaladditional information. information.information. D13 PC, EPC Post Caps Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks Information on this page provided for reference only; see current connector guide forD12 installationAC,AC, recommendations, LPC, LPC, LCEdetails,LCE and Post guidelines. Caps Caps D13 PC, EPC Post Caps Installation Details for Simpson Strong-Tie page 9 and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks D12AC,AC, LPC, LPC, LCELCE Post Caps Caps D13 PC, EPC Post Caps Installation Details for Simpson Strong-Tie D12AC,AC, LPC, LPC, LCELCE Post Caps Caps D12D12AC,AC,AC,AC, LPC,LPC, LPC,LPC, LCE LCELCELCE Post D13PostPost CapsCaps CapsCapsPC, EPC Post Caps D13D13 PC,PC, EPCEPC PostPost CapsCaps DETAIL M. CCQ, ECCQ Post Caps DETAIL N. CC, ECC Post Caps Installation:Installation: Installation:Installation:Installation:  For end conditions, specify ECCQ  ForFor endend conditions,conditions, specifyspecifyFor Forend ECCQ ECCQend conditions, For conditions, end conditions,specify specify ECCQ specifyECCQ ECCQ •  Install Simpson Strong-Tie SDS 1 " x  InstallInstall SDSSimpson ¼" x Strong-Tie 2½" screws, SDS whichInstall 1 " x are Simpson Strong-Tie1 1 SDS 14" x • InstallInstall Simpson Simpson14 Strong-Tie Strong-Tie SDS SDS 4" x 4" x 4 H provided1 with the column1 1 cap, with212" ascrews, which are provided with Rev. 1 Rev. 1 Rev. 1 Rev. 1 Rev. 1 H H H 2 " screws, which are provided2 with" screws, which are provided with 7/04/2018 H 2 2 2"2 screws,2" screws, which2 which are areprovided provided with3 with 7/04/2018 7/04/2018 7/04/2018 ⅜" hex head driver. SDS3 screwsthe install column cap,3 3 with a 3 8" hex head 7/04/2018

the column cap, withthe a thecolumn8" hex column head thecap, columncap, with with a cap, 8a" hex with8" hexhead a head8" hex head Page 5 of 7 Page 5 of 7 Page 5 of 7 Page 5 of 7 best with a low-speed, ½" drill. driver. SDS screws install best with Page 5 of 7 driver. SDS screws driver.installdriver. best SDS SDSdriver.with screws screws SDS install screwsinstall best best withinstall with best with 1 ECC • Beam depth 1must be a minimuma1 7".low1 speed 12" drill. ECC ECCECC ECC a low speed 2" drill.a lowa lowspeed speeda low" drill. speed" drill. 2" drill. CC  Beam2 2depth must be a minimum 7". CC CCCC CC  Beam depth must beBeam a minimumBeam depth depthBeam must7". must depthbe abe minimum must a minimum be a7". minimum 7". 7". Typical CC TypicalTypical CCTypical CC CC CCQ Installation CCQ CCQCCQ CCQ ECCQ Installation InstallationInstallationInstallation ECCQ ECCQECCQECCQ Installation: Installation:Installation:Installation: Installation: For end conditions, specify ECC  For end conditions, specifyFor Forend ECCend conditions, For conditions, end conditions,specify specify ECC specifyECC ECC For end conditions, specify ECC1 1 •1Bolt holes shall be1 a1 minimum1 132" to a1 maximum1 116" larger than the bolt diameter.  Bolt holes shall be a Boltminimum Bolt holes holes shall32Bolt" shallto beholes a maximum abe minimum shall a minimum be 16a 32"minimum larger" to32 "a to maximumthan a maximum32 "the to bolta 16maximum" diameter. larger16" larger than 16 "than largerthe thebolt than boltdiameter. thediameter. bolt diameter. Dimensions (in.)  BoltContact holes engineered shall be a wood minimum manufacturers 1⁄32" to a maximum for connections 1⁄16" larger that arethan not the through bolt diameter. the Dimensions (in.)DimensionsDimensionsDimensions No.(in.) (in.) of SDS (in.) ¼"xNo.No. of SDSofNo. SDS ¼"x of ¼"x SDS ¼"x  Contact engineered Contactwood Contact manufacturers •engineered Contact engineered engineeredwood for woodconnections manufacturers manufacturers wood thatmanufacturers forare connectionsfornot connections through for connections thatthe that are arenot that notthrough arethrough not the through the the Beam Contactwide face. engineered wood manufacturers for connectors that are not through the wide face. Beam ModelBeam No.BeamBeam L1 2½" Screws wide face. widewide face.• face.wide face. Model No. ModelModel No.Model No. No. WidthL1 L12½"L1 ScrewsL1 2½"2½" Screws Screws2½" Screws  BeamBeam depth must be at leastleast asas talltall as as H1. H1. Width WidthWidthWidth W1 W2 H  Beam depth must beBeam at leastBeam depth• as depthBeam tall must as must depth beH1. atbe leastmust at least asbe tall atas leastastall H1. as as H1. tall as H1. W1 W2 W1W1 W2W1W2 HW2 CCQ ECCQH H H Beam Post CCQ ECCQ CCQCCQBeamECCQCCQECCQPostECCQBeamBeamBeamPostPost Post Typical CCQ Dimensions (in.) Typical CCQ TypicalTypical CCQTypical CCQ CCQ Dimensions (in.)DimensionsDimensionsDimensions (in.) (in.)Machine (in.) Bolts MachineMachine MachineBolts Bolts Bolts CCQ3-6HDG 3 1/8 3 1/4 5 1/2 11 8 1/2 7 16 14 Installation Beam  CCQ3-6HDG 3CCQ3-6HDG 1/8CCQ3-6HDG3CCQ3-6HDG 1/4 53 1/21/83 1/8 3113 1/4 1/83 1/485 31/2 51/4 1/2 1157 1/211 816 1/2118 1/2 8147 1/27 16716 Installation1416 14 14 InstallationInstallationInstallation Beam ModelBeam No.BeamBeam L Beam Model No. ModelModel No.Model No. No. WidthL L L LBeam BeamBeamBeam CCQ44HDG 4x 3 5/8 3 5/8 11 8 1/2 7 16 14 Width WidthWidthWidth W1 W2 H1 Dia. Post W1 W2 W1 W2 H1 Dia. H1 Dia.Post Post 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069  CCQ44HDG CCQ44HDG4xCCQ44HDG3CCQ44HDG 5/8 3 4x5/84x 311 5/84x3 5/883 31/25/8 35/8 5/8 1137 5/811 816 1/2118 1/2 8147 1/27 16716 1416 14 14 W1 W2 CC ECCH1 Dia. CC ECCPost 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 12246 Holly Street, Riverside, California 92509 CC ECC CCCC ECCCCECCCCECCECC CCCCECCECCCC ECC 12246 Holly Street, Riverside, California 92509 4x 3 5/8 5 1/2 11 8 1/2 7 16 14  CCQ46HDG CCQ46HDG4xCCQ46HDG3CCQ46HDG 5/8 5 4x1/24x 311 5/84x3 5/885 31/2 55/8 1/2 1157 1/211 816 1/2118 1/2 8147 1/27 16716 1416 14 14 3 1/8 3 1/4 3 5/8 11 7 1/2 6 1/2 5/8 4 2 2 CC3-1/4-4HDG CC3-1/4-4HDG3 CC3-1/4-4HDG1/8 CC3-1/4-4HDG3 1/4 33 1/85/83 1/8 3113 1/41/83 1/47 31/23 5/8 1/43 5/86 111/23 5/811 75/8 1/2117 1/2467 1/2 1/26 1/22 5/86 1/25/82 4 5/84 2 42 2 22 2 CCQ48HDG 4x 3 5/8 7 1/2 11 8 1/2 7 16 14  CCQ48HDG CCQ48HDG4xCCQ48HDG3CCQ48HDG 5/8 7 4x1/24x 311 5/84x3 5/887 31/2 75/8 1/2 1177 1/211 816 1/2118 1/2 8147 1/27 16716 1416 14 14  CC3-1/4-6HDG 3 1/8 3 1/4 5 1/2 11 7 1/2 6 1/2 5/8 4 2 2

3 1/8 3 1/4 5 1/2 113 1/8 7 1/23 1/4 6 1/25 1/2 5/811 4 7 1/22 6 1/22 5/8 4 2 2 SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: CC3-1/4-6HDG CC3-1/4-6HDGCC3-1/4-6HDGCC3-1/4-6HDG3 1/83 1/8 3 1/43 1/45 1/25 1/2 11 11 7 1/27 1/2 6 1/26 1/2 5/85/8 4 4 2 2 2 2 NORTHEAST: NORTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: NORTHEAST: NORTHWEST: 6x 5 1/2 5 1/2 11 8 1/2 7 16 14 NORTHEAST: NORTHWEST:  CCQ66HDG CCQ66HDG6x 5CCQ66HDG 1/2 5 6x1/26x 511 1/26x5 1/285 51/2 51/2 1/2 1157 1/211 816 1/2118 1/2 8147 1/27 16716 1416 14 14  4x 3 5/8 3 5/8 7 5 1/2 4 5/8 2 1 2 CCQ66HDG CC44HDG CC44HDG4xCC44HDGCC44HDG3 5/8 34x 5/84x 37 4x5/83 5/85 31/23 5/8 5/83 5/8 473 5/87 55/8 1/257 1/22 54 1/241 5/845/82 2 5/82 1 21 2 12 2 6x 5CCQ68HDG 1/2 7 1/2 116x 8 51/2 1/2 77 1/2 1611 814 1/2 7 16 14 6x 5 1/2 5 1/2 11 7 1/2 6 1/2 5/8 4 2 2 CCQ68HDG CCQ68HDGCCQ68HDGCCQ68HDG6x 6x 5 1/25 1/27 1/27 1/2 11 11 8 1/28 1/2 7 7 16 16 14 14 CC66HDG 6x  CC66HDG5 1/2 56x 1/26x 511 6x1/25 1/27 51/25 1/2 1/25 1/26 111/25 1/211 75/8 1/2117 1/2467 1/2 1/26 1/22 5/86 1/25/82 4 5/84 2 42 2 22 2 1. indicates connector is available in stainless steel. Replace HDG in model number CC66HDGCC66HDG 1. indicates connector1. 1. is indicates available indicates1. connector indicatesin connector stainless is connector available steel.is available Replace isin availablestainless in stainlessHDG insteel. in stainless model steel. Replace Replacenumber steel. HDG Replace HDG in model in HDGmodel number in number model number 1. indicates connector is available in stainless steel. Replace HDG in model number 1.  indicates connector is availablewith SSin stainless when ordering. steel. Replace HDG in model number 1. indicates connector1. 1. is indicates available indicates1.1.  connector indicates indicatesin connector stainless connectoris connector available steel.is available Replace is isin available availablestainless in stainlessHDG in in steel. instainless stainless model steel. Replace numberReplace steel. steel. HDG Replace Replace HDG in model in HDG HDGmodel number in in modelnumber model number number with withwith SS SS when when ordering. ordering.withwith SS whenSSwith when ordering. SS ordering. when ordering. withSS SS when when ordering. ordering. 2. Refer to current Wood Construction Connectors catalog for additional information. with SS when ordering.withwith SS whenSSwith when ordering. SS ordering. when ordering. 2. Refer to current Wood2. Refer Construction to current2. Refer ConnectorsWood to current Construction Woodcatalogcatalog Construction forConnectorsfor additionaladditional Connectors catalog information.information. for additionalcatalog for information. additional information. 2. Refer toto currentcurrent Wood Construction Connectors catalog for additional information. 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood2. Refer2. Construction Refer to current2. to Refer current ConnectorsWood to currentWood Construction Construction Woodcatalog Construction forConnectors additionalConnectors Connectors catalog information. catalog for additionalcatalogfor additional for information. additional information. information. D14 CCQ, ECCQ Post Caps D15 CC, ECC Post Caps DETAILD14 O. HurricaneCCQ,D14 TiesD14 ECCQD14CCQ,CCQ, PostCCQ, ECCQ ECCQ Caps ECCQ Post Post PostCaps Caps Caps D15 DETAILCC,D15 P.ECCD15 LSC StairD15CC, PostCC, Stringer ECCCC, CapsECC Connector ECCPost Post PostCaps Caps Caps H1Z H1Z H1ZH1Z H1Z

Deck Framing Deck Framing DeckDeck Framing FramingDeck Framing LSCZ LSCZ LSCZLSCZ LSCZ Stair Stringer H2.5Z Stair Stringer StairStair Stringer StringerStair Stringer H2.5Z H2.5ZH2.5Z H2.5Z Connectors Connectors Connectors Connectors Connectors ® ® ® ® ®

Typical H1Z andTypicalTypical H1ZTypical H1Z and and H1Z and H2.5Z H2.5Z H2.5Z H2.5Z InstallationH2.5ZH2.5Z InstallationH2.5Z Installation Installation H2.5Z LSCZ LSCZ LSCZLSCZLSCZ LSCZ Typical LSCZLSCZ TypicalLSCZ Typical Typical Installation InstallationInstallationInstallation Installation: Installation: Installation:Installation:Installation: Installation: Installation:Installation:Installation:  Before fastening, position the stair stringer with the LSCZ on the carrying member to verify where the bend  Use all specified fasteners. H1Z  Before fastening, position Before Before the fastening, stair fastening,Before stringer position fastening, position with the the position thestair LSCZ stair stringer theon stringer thestair with carrying stringerwith the theLSCZ member with LSCZ on the the onto LSCZ verifythecarrying carrying on where the member carrying memberthe bend to memberverify to verify where to where verify the thebend where bend the bend  Use all specified fasteners. Use Use all specified all specifiedUse all fasteners. specified fasteners. fasteners. H1Z H1ZH1Z H1Z should be located. should be located. shouldshould be located.beshould located. be located.  Tabs on the LSCZ must be positioned to the inside of the stairs.  Tabs on the LSCZ mustTabs Tabsbe on positioned  theonTabs theLSCZ LSCZ on to must the the must LSCZbeinside positionedbe must ofpositioned the be stairs. topositioned the to theinside inside to of the the of inside thestairs. stairs. of the stairs.  The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole. Fasteners  The fastener that is installedThe The fastener fastenerinto The thethat fastener bottomthat is installed is installed edgethat intois of installed the intothe stringer thebottom intobottom mustedgethe edgebottom goof theinto of edgethestringer the stringer second-to-lastof themust stringermust go intogo hole.must intothe thesecond-to-lastgo intosecond-to-last the second-to-last hole. hole. hole. Fasteners FastenersFastenersFasteners 3 Model 3  A minimum distance3 3 of 3 4" measured from the lowest rim-joist fastener to the edge of rim joist is required. Model ModelModelModel  A minimum distance A of minimum A4 "minimum measured Adistance minimum distance from of the distance of4" lowest measured4" measured of rim-joist 4" from measured fromfastener the thelowest from lowestto the rim-joistthe edge rim-joistlowest fastenerof rim-joistrim fastener joist to thefasteneris to required. theedge edge toof therim of edgerimjoist joist isof required. rim is required. joist is required. Nails NailsNailsSDNails ScrewsSD ScrewsSDSD Screws (preferred)ScrewsSD Screws No. No.No. No. H8Z H8ZH8Z H8Z Fasteners To Joist To Beam To Joist To Beam Fasteners FastenersFastenersFasteners To Joist To BeamTo ToJoist JoistToTo ToJoist Joist ToBeam BeamTo BeamToTo Beam ToJoist JoistTo JoistTo ToBeam BeamTo Beam Model Model ModelModelModelNails Nails SD Screws SD Screws H1Z 6-8dx1½ 4-8dx1½ 6-SD #9x1½ 4-SD #9x1½ NailsNails SDSD ScrewsSD Screws Screws (preferred) H1Z 6-8dx1½H1ZH1Z4-8dx1½H1Z6-8dx1½6-8dx1½6-SD6-8dx1½4-8dx1½ #9x1½4-8dx1½4-8dx1½4-SD6-SD6-SD #9x1½ #9x1½ #9x1½6-SD #9x1½4-SD4-SD #9x1½ #9x1½4-SD #9x1½ No. No.No. No. Stringer StringerStringerStringerStringerStringerStringerStringerStringer StringerStringerStringerStringerStringerStringer H2.5Z 5-8dx1½ 5-8dx1½ 5-SD #9x1½ 5-SD #9x1½ Rim Joist RimRim Joist JoistRim Joist Rim Joist RimRim Joist JoistRim Joist H2.5Z 5-8dx1½H2.5ZH2.5Z5-8dx1½H2.5Z5-8dx1½5-8dx1½5-SD5-8dx1½5-8dx1½ #9x1½5-8dx1½5-8dx1½5-SD5-SD5-SD #9x1½ #9x1½ #9x1½5-SD #9x1½5-SD5-SD #9x1½ #9x1½5-SD #9x1½ Wide Face NarrowWideWide Face FaceWideNarrow FaceNarrow FaceNarrow Face WideFace Face NarrowWideWide Face Face FaceWide FaceNarrowNarrow FaceNarrow Face Face H8Z 5-10dx1½ 5-10dx1½ 5-SD #9x1½ 5-SD #9x1½ 8-SD #9x1½ 8-SD #9x1½ 1-SD #9x1½ H8Z 5-10dx1½H8ZH8Z5-10dx1½H8Z5-10dx1½5-10dx1½5-10dx1½5-SD5-10dx1½ #9x1½5-10dx1½5-10dx1½5-SD5-SD5-SD #9x1½ #9x1½ #9x1½5-SD #9x1½5-SD5-SD #9x1½ #9x1½5-SD #9x1½ LSCZ 8-10dx1½LSCZ LSCZ8-10dx1½LSCZ8-10dx1½8-10dx1½8-10dx1½1-10dx1½8-10dx1½8-10dx1½8-10dx1½8-SD1-10dx1½1-10dx1½ #9x1½1-10dx1½8-SD8-SD8-SD #9x1½#9x1½ #9x1½8-SD #9x1½8-SD1-SD8-SD #9x1½ #9x1½8-SD #9x1½1-SD1-SD #9x1½ #9x1½1-SD #9x1½ 1. indicates connector is available in stainless steel. Replace Z in model number 1. Indicates connector is available in stainless steel. Replace Z in model number with SS when ordering. Stainless steel 1. indicates connector1.1. Refer 1. is indicates to available indicatescurrent1. connector indicatesinWood connector stainless Construction is connector available steel.is available Replace isConnectorsin availablestainless in stainlessZ in modelinsteel.catalog stainless steel. Replacenumber for Replace additionalsteel. Z inReplace Z model ininformation. model numberZ in number model number 1. Indicates connector1. isIndicates1. available Indicates1. connector Indicatesin connector stainless is connector available steel.is available Replace isin availablestainless in stainlessZ in model insteel. stainless steel. Replacenumber Replace steel. withZ inReplace Z SSmodel in whenmodel numberZ inordering. number model with number with StainlessSS whenSS with when steelordering. SS ordering. when Stainless ordering. Stainless steel Stainless steel steel 1.  indicateswith connector SS when isordering. available in stainless steel. Replace Z in model number 1.  indicates models connector must be isfastened available with in stainlessnails. steel. Replace Z in model number with SS when ordering. Stainless steel with SS when ordering.withwithwith SS SS whenSS whenwith when ordering. SSordering. ordering. when ordering. models must be fastened models modelsmodels with must nails. modelsmust mustbe fastenedbe be must fastened fastened be with fastened with nails.with nails. nails. with nails. 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood Construction Connectors catalog for additional information. 2. Refer to current Wood2.2. ReferRefer2. Construction Refer toto currentcurrent2. to Refer current WoodConnectorsWood to currentWood Construction Construction Construction Woodcatalog Construction Connectors Connectorsfor additionalConnectors Connectorscatalog catalog information. catalog for for additional additionalcatalogfor additional for information. information. additional information. information. 2. Refer to current Wood2. Refer2. Construction Refer to current2. to Refer current ConnectorsWood to currentWood Construction Construction Woodcatalog Construction forConnectors additionalConnectors Connectors catalog information. catalogcatalog for additionalcatalogforfor additionaladditional for information. additional information.information. information. and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie Information D16on this pageH provided HurricaneD16 forD16 referenceD16H Honly;Hurricane TiesHurricane seeH current Hurricane connector Ties Ties guide forTies installation recommendations, details, and guidelines. D17 LSCD17 D17StairD17LSC StringerLSC StairLSC Stair ConnectorStairStringer Stringer Stringer Connector Connector Connector page 10Installation Details for Simpson Strong-Tie C-F_Installation-Details-Connectors-and-Fasteners-Construction-of-Wood-Decks_2DO_Cad_MULT_Instld_Detail-Sheet-8.5x11 (1)_6.pdf 1 2/4/20 8:27 AM

1½" minimum from top of ledger and band joist DETAIL Q. TA Tread Angle DETAIL R. SDS Screws 1½" minimum from top of ledger and band joist Rev. 1 7/04/2018 3" minimum Page 6 of 7 Rev. 1

row spacing 7/04/2018 3" minimum Rev. 1 Page 6 of 7 7/04/2018 row spacing Page 6 of 7 TA9Z TA10Z Inverted 4" to 5" On-center spacing (TA10Z lengthTA9Z = 10 1/4") TA10ZInstallation Inverted 1½" minimum from from end of of SDS wood screws TA9Z TA10Z Inverted 4" to 5" On-center spacing bottom of ledger (TA10Z length = 10 1/4") Installation ledger per designer 1½" minimum from from end of of SDS wood n-centerscrews spacing and band joist See PWT Treated TA10Z length = 10 1/4" Installation bottom of ledger ledger per designer of SDS wood screws guide for min. end and Installation: SDS Ledger Installationper designer and band joist edge distances. Installation:Use all specified fasteners.  For double 2x6 treads, install TA10Z inverted SDS Ledger Installation  Use all specifiedInstallation: fasteners. SDS Ledger Installation with 4 screws installed into the treads.  For double 2x6Use treads, all specified install TA10Z fasteners. inverted with 4 screws Forinstalled double into 2x6 the treads, treads. install TA10Z inverted Thread Length SDS Screw Model with 4 screws installedFasteners into the treads. Size (in.) Model No. Thread(in.) Length SDS Screw 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 ModelNo. Fasteners Size (in.) Model No. 12246 Holly Street, Riverside, California 92509 StringerModel TreadFasteners (in.) ThreadThread Length Length SDS Screw Fasteners ¼" x 3½" SizeSize (in.) SDS25312(in.) ModelModel No. No.2¼ Installation:

Model 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 No. StringerNo. Stringer Thread (in.)(in.) 12246 Holly Street, Riverside, California 92509 Tread  Install Simpson Strong-Tie 2600 International Street, Columbus, hio 43228 5151 South Airport Wa, Stockton, California 94588 2221 Countr Lane, Mcinne, Texas 75069 TA9Z 3-SDSNo. TA9Z ¼"x1½"Stringer3-SDS2-SDS ¼"x1½" ¼"x1½" 2-SDS ¼"x1½" ¼" x 3½" SDS25312 2¼ Installation: 12246 Holl Street, Riverside, California 92509  Tread ¼" x 5" ¼" x SDS255003½" SDS253122¾ 2¼ Installation: 3 TA9Z 3-SDS ¼"x1½" 2-SDS ¼"x1½" ¼" x 3½" SDS25312 2¼  InstallSDS Simpson woodInstallation: screws Strong-Tie with a 8" SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: TA10Z 3-SDS TA10Z ¼"x1½" 3-SDS4-SDS ¼"x1½" ¼"x1½" 4-SDS ¼"x1½" 1. ¼" indicates x 5" connector¼" SDS25500x 5"is available in stainlessSDS25500 steel. Add SS to 2¾ hex head• driver. SDS screws 3install best with NORTHEAST: NORTHWEST: TA9Z 3-SDS ¼"x1½" 2-SDS ¼"x1½" 2¾ SDS wood screwsInstall with Simpson a 8" Strong-Tie  a low-speed ½" drill.

SDS screws install best with a SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: model number when ordering. NORTHEAST: NORTHWEST: TA10Z 3-SDS TA10Z ¼"x1½" 4-SDS4-SDS ¼"x1½" ¼"x1½" 3-SDS ¼"x1½" 1. indicates1. connector indicates¼" x is5" connectoravailable inSDS25500is stainlessavailable steel.in stainless Add SS steel. to Add2¾ SS to hex head driver.SDS wood screws with a 3 " TA10Z 4-SDS ¼"x1½" 3-SDS ¼"x1½"  1 8

2. Refer to current F-SDSLDGR for spacing and additional information. SIMPSON STRONG-TIE COMPANY INC. SUTHAST SUTHWST  low speed 2" drill. NRTHAST NRTHWST TA10Z1.  indicates3-SDS connector ¼"x1½" is available 4-SDSin stainless ¼"x1½" steel. Replace Z in model number1. model when indicatesindicates number ordering. connector connector when ordering. is is available available in in stainless stainless steel. steel. Add Add SS SS to to SDS screws installhex head best driver.with a 1. TA10Z indicates connector4-SDS is¼"x1½" available in stainless3-SDS steel. ¼"x1½" Replace Z in model number 3. The screws shall be staggered from the top to the bottom along the 1 model number with SS when ordering. 2. Refer to current2. Themodel F-SDSLDGR screws number shall whenwhen forbe spacing staggered ordering.ordering. and from additional the top information.to the bottom along thelow speed 2" SDSdrill. screws install best with a with SS when ordering. horizontal run of the deck ledger per IRC 2009 Section R502.2.2.1.1. 1. indicates TA10Zconnector is available4-SDS in ¼"x1½" stainless steel. Replace3-SDS Z in ¼"x1½" model number 3. The screws2. shall horizontalTheRefer bescrews to staggered current run shall of the-SDSLDGR befrom staggereddeck the ledger top fortofrom perthe spacing the buildingbottom top and to alongcode. the additional bottom the alonginformation. the low speed 1 " drill. 2. Refer to current Wood2. ReferConstruction to current Connectors Wood Construction catalog for Connectors additional cataloginformation. for horizontal run of the deck ledger per building code. 2 with SS when1. ordering. indicatesadditional connector information. is available in stainless steel. Replace Z in model number horizontal run3. Theof the screws deck shallledger be per staggered IRC 2009 from Section the top R502.2.2.1.1. to the bottom along the 2. Refer to currentwith SSWood when Construction ordering. Connectors catalog for additional information. Predrillinghoriontal recommendedrun of the deck in ledger 1.5" thick per IRCmaterial. 2009 Section R502.2.2.1.1. D18 TA Tread2. Refer to current Angle Wood Construction Connectors catalog for additional information. D19 SDS Screws D18 TA Tread Angle D19 SDS Screws DETAIL S. DTT2Z DeckD18 Tension TieTA Tread Angle D19 SDS Screws Installation: Installation:Install Simpson Strong-Tie SDS wood screws 3  withInstall a Simpson8" hexInstallation: head Strong-Tie driver. SDSSDS woodscrews screws install best with3 a low speed high torque drill. with a 8" hex Install head driver.Simpson SDS Strong-Tie screws installSDS wood screws  A standard cut washer3 (provided) must be best with a lowwith speed a 8 high" hex torque head driver.drill. SDS screws install Connectors installed between the nut and the DTT2Z seat.  A standard cutbest washer with (provided)a low speed must high be torue drill. ® 1 Connectors  Boltinstalled holes between shall A be standard thea minimum nut cutand washer the32" DTT2Z to provideda maximum seat. must be ® 1 1 Connectors  Bolt16" larger holes thanshallinstalled the be bolta minimum betweendiameter. the" to nut a maximumand the DTT2Z seat. 32 ® 1 1 16" larger than Bolt the holes bolt diameter. shall be a minimum 32" to a maximum 1 16" larger than the bolt diameter.

DTT2Z DTT2Z DTT2Z

Anchor DTT2Z Installed as a Lateral Connector for a DTT2Z Installed as a Lateral Connector for a ModelModel No. CL CL Anchor Dia.FastenersFasteners AnchorDia. DTT2ZDeck Guardrail Installed Post.as a Lateral Connector for a DTT2ZDeck-to-House Installed asLateral a Lateral Load Connector Connection for a  ModelDTT2Z No. CL13/16 Anchor1/2" Fasteners8-SDS ¼"x1½" DeckFor more Guardrail informationDTT2 Post. Installed on guardrail as a Lateral post connections, Connector for a Deck-to-HouseFor moreDTT2 information Lateral Installed on Load this as connection,Connectiona Lateral Connector and for a Model No. CLDia. Fasteners Forand more installation informationDec instructions,uardrail on guardrail Post. see technical post connections, bulletin Forinstallation more informationDectoHouse instructions, on thissee Lateral connection, technical Load bulletin Connectionand 1. DTT2Z indicates connector13/16 is available in1/2" stainless steel.Dia. Replace8-SDS Z in¼"x1½" model number andT-GRDRLPST installation (availableinstructions, at www.strongtie.com).see technical bulletin installationT-DECKLATLOAD instructions, (available see technical at www.strongtie.com). bulletin with SS when ordering. or ore inortion on urdri ost connections or ore inortion on tis connection nd 1. DTT2Z indicates connector13/16 is available1/2" in stainless steel.8-SDS Replace ¼"x1½" Z in model number T-GRDRLPST (available at www.strongtie.com). T-DECKLATLOAD (available at www.strongtie.com). Predrillingnd recommended insttion instructionsin 1.5" thick seematerial. tecnic uetin insttion instructions see tecnic uetin 2.with1. Refer SS indicates towhen T-GRDRLPST ordering. DTT2Zconnector and is availableT-DECKLATLOAD13/16 in stainless for steel. 1/2"additional Replace information. Z in8-SDS model number ¼"x1½" T-GRDRLPST ie t strontieco T-DECKLATLOAD ie t strontieco 2.with Refer SS towhen T-GRDRLPST1. ordering. indicates and connector T-DECKLATLOAD is available for in additionalstainless steel.information. Replace Z in model number 2. Refer to T-GRDRLPSTwith SS when and ordering. T-DECKLATLOAD for additional information. 2. Refer to T-GRDRLPST and T-DECKLATLOAD for additional information. and Fasteners Used in the Construction of Wood Decks InformationDTT2Z on this page provided Deck for reference Tension only; see current connectorTie guide for installation recommendations, details, and guidelines. pageInstallation Details for Simpson Strong-Tie 11 and Fasteners Used in the Construction of Wood Decks D20 DTT2Z Deck Tension Tie Installation Details for Simpson Strong-Tie DTT2ZD20 DeckDTT2Z Tension Deck Tension Tie Tie and Fasteners sed in the Construction of Wood Decs DTT2ZD20 DeckDTT2Z Tension Deck Tension Tie Tie Installation Details for Simpson StrongTie DETAIL T. SDWS Screws

Installation: Wood structural panel Rev. 1 Exterior cladding Rev. 1 Rev. 1 Installation: Installation: Exterior cladding Exterior cladding Wood structural panelWood structural panelLedger fastener spacing may be 0.75" 7/04/2018  Installs best with a low-speed ½” drill and a T-40 6-lobe bit. sheathing 0.30" min. Ledger fastener spacingLedger may fastener be spacing may be 0.75" 0.75" 7/04/2018 7/04/2018 Rev. 1

Installation: Installs best with a low-speedInstalls best½” drill with and a andlow-speed a T-40 flashing 6-lobe ½” drill bit.not and a T-40 6-lobe bit. Woodsheathing structural 0.30" panel min. sheathing 0.30" min.offset up to 3" to avoid interference Rev. 1 Installation: Exteriorand flashing cladding notWoodand structural flashing panel not Page 7 of Exterior cladding Ledgeroffset upfastener to 3" to spacing avoidoffset interference mayup to be 3" to avoid interference 0.75" 7/04/2018 Page 7 of Page 7 of Wood sheathing per Ledger fastener spacing mayLedger be screw spacing 0.75" 7/04/2018 The matched bit included with the screws is recommended shown for clarity thickness fastened per sheathing 0.30" min. Identification on Identification on Identification on  Installs best with a low-speedInstallsThe ½” matchedbest drill with and bita a low-speed includedT-40 The6-lobe with matched½” bit. drillthe screwsand bit includeda T-40 isand recommended 6-lobe flashingwith thebit. screws not is andrecommendedshown flashing for claritynot sheathingshown 0.30" for clarity min. thickness fastened perthickness fastened per with joist attachmentoffset up towith 3" joistto avoid attachment interferencewith joist attachment ® building code offset up to 3" to avoid interferenceper designer or installer Page 7 of for best results. code all Strong-Drive Page 7 of ® ® The matched bit includedThe withfor matched best the screwsresults. bit included is recommendedfor with best the results. screws is recommended shown for clarity thickness fastened per thicknesscode fastened per code with joist attachment Identification on Identificationall Strong-Drive on all Strong-Drive  shown for clarity with joist attachment ® ® Predrillingfor best results.is typically not required.for Predrillingbest results. Where is typically predrilling notPredrilling isrequired. is typically Where predrilling not required. is Where predrilling is code code SDWSall Strong-Drive Timber all SDWSStrong-Drive Timber SDWS Timber  necessary,Predrilling use is typically a 5/32” notdrillPredrilling required.bit.necessary, is Where typically use apredrilling 5/32” not necessary,required. drill is bit. Where use a 5/32”predrilling drill bit. is screwSDWS heads Timber SDWSscrew Timber heads screw heads  SDWS Timber screws are driven such that screw heads necessary, use a 5/32” drillnecessary,SDWS bit. Timber use a 5/32”screws drillSDWS are bit. driven Timber such screws that screw are driven heads such that screw heads 1 screw heads screw heads that are countersunk flush to the wood surface are Rim board per table Rim board1 2per" to table 2" fromRim top board of per table1 3" minimum1 row spacing,  SDWS Timber screws areSDWS thatdriven areTimber such countersunk screwsthat screw are flushthat headsdriven areto the countersunksuch wood that surface screw flush headsare to the wood surface are 1 2" to 2" from top of 1 2" to 2" from top of 3" minimum row spacing,3" minimum row spacing, acceptable if the screw has not spun out. Rim board perledger 1table and rim board 1 6" maximum that are countersunk flushthat acceptableto are the countersunk wood if surface the screw flush areacceptable hasto the not wood spun if the surface out. screw are has not spun out. Rim board per table 1 2" to 2" from top of 1 2ledger" to 2" fromand rim top board of ledger3" minimum and rim row board spacing,3" minimum6" maximumrow spacing, 6" maximum ledger and rim board acceptable if the screw acceptablehas not spun if theout. screw has not spun out. SDWS wood screws ledger and rim board 6" maximum 6" maximum Floor joist Floor joist Floor joistSDWS wood screws SDWS wood screws stagger vertically SDWSstagger wood vertically screws stagger vertically or Floorblocking joist Flooror blocking joistSDWS wood screwsor blocking spaced in accordance staggerspaced vertically in accordancespaced in accordance or blocking or blockingstagger vertically 0.220" 0.220" 0.220" with table spacedwith tablein accordance with table spaced in accordance 0.220" 0.220" with table with table

L L L 2x deck ledger 2x deck ledger 2x deck ledger L L shown (double 2x

2x deck ledger 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2x deck ledger shown (double 2x shown (double 2x 1 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 Thread 1 2" to 2" from bottom of 11 " to 2" from bottom1 of1 " to 2" from bottom of 12246 Holly Street, Riverside, California 92509 12246 Holly Street, Riverside, California 92509 Thread Thread ledgershown similar) (double 2x shownledger (double similar)6" from 2x end ledger similar)6" from end 6" from end 2 2 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 Size (in.) ledger and rim board 1 12246 Holly Street, Riverside, California 92509 2600 International Street, Columbus, Ohio 43228 5151 South Airport Way, Stockton, California 94588 2221 Country Lane, McKinney, Texas 75069 ModelSize No. (in.) ModelSize (in.) No. Model No. 11 " to 2" from bottom of1 2" toledger 2" from and bottom rim board of ledgerTL and rim board 12246 Holly Street, Riverside, California 92509 LengthThread (in.) LengthThread (in.) Length (in.) ledger similar) ledger similar)of6" ledger from end 6" fromof ledger end of 2ledger TL TL Size (in.) Size (in.) Model No. On-center spacing of On-centerledger and spacing rim board of On-centerledger and spacing rim board of Model No. Length (in.) of ledger of ledger TL TL Length3 (in.) SDWSOn-center wood spacing screws of On-centerSDWS woodspacing screws of SDWS wood screws ¼" x 4" SDWS22400DB 2 8" 3 3 SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: ¼" x 4" SDWS22400DB¼" x 4" SDWS22400DB2 8" 2 8" NORTHEAST: NORTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: 3 3 SDWS wood screws SDWS wood screws NORTHEAST: NORTHWEST: NORTHEAST: NORTHWEST: ¼" x 4" SDWS22400DB 2 8"

¼" x 4" " SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: SDWS22400DB 32 8 NORTHEAST: NORTHWEST: SIMPSON STRONG-TIE COMPANY INC. SOUTHEAST: SOUTHWEST: ¼" x 5" SDWS22500DB 2 " 3 Ledger-to-Rim3 BoardLedger-to-Rim Assembly BoardLedger-to-Rim Assembly Board Assembly NORTHEAST: NORTHWEST: ¼" x 5" SDWS22500DB¼"4 x 5" SDWS22500DB2 4" 2 4" Strong-Drive® SDWS TIMBER ® ® ¼" x 5" SDWS22500DB3 23 " (Wood-framedLedger-to-Rim lower Board Ledger-to-Rimfloor acceptable,Assembly Board Assembly Strong-Drive SDWSStrong-Drive TIMBER SDWS TIMBER ® ¼" x 5" SDWS22500DB 2 4" 4 (Wood-framed lower(Wood-framed floor acceptable, lower floor acceptable, ® ® Strong-Drive SDWSStrong-Drive Timber ® SDWSStrong-Drive Timber® SDWS Timber Strong-DriveScrew Spacing SDWSStrong-Drive Detail TIMBERScrew Spacing SDWS DetailTIMBERScrew Spacing Detail ® 1. Refer to current Wood Contruction Connectors catalogs concrete(Wood-framed wall shown lower forconcrete(Wood-framed illustration floor wall acceptable, purposes)shown concretelower for floor illustration wall acceptable, shown purposes) for illustration purposes) ® Strong-Drive SDWS Timber 1. Refer to current Wood1. Refer Contruction to current Connectors Wood Contruction catalogs Connectors catalogs Screw Spacing DetailScrew Spacing Detail Strong-Drive SDWS Timber 1.for Refer spacing to current and additional Wood1. Contruction Referinformation.for spacingto current Connectors and Wood additional Contruction catalogsfor spacing information. Connectors and additional catalogs information.concrete wall shownconcrete for illustration wall shown purposes) for illustration purposes) for spacing and additionalfor information.spacing and additional information. D21 SDWS D21ScrewsSDWSD21 ScrewsSDWS Screws D21 SDWSD21 ScrewsSDWS Screws DETAIL U. DTT1Z Deck Tension Tie DETAIL V. KBS1Z Knee-Brace Stabilizer

W W W W W W W W Installation: W W Installation: Installation: Connectors  Use all specified fasteners. Connectors Connectors Installation: Use all specified fasteners.Use all specified fasteners. ® ® ® Installation: Connectors 1 Connectors  Strong-Drive SD Connector Use screws all specified install withfasteners. a 4" hex 1 1  Use all specified fasteners. Strong-Drive SD ConnectorStrong-Drive screws SDinstall Connector with a screws" hex install with a " hex ®

4 4 ® head driver (Model DBHEX) 1 1 L  Strong-Drive SD Connector Strong-Drivehead screws driver install SD (Model Connector with DBHEX) a head4" screwshex driver install (Model with DBHEX) a 4" hex 1 UpliftL L  6-SD#9x1 2" screws 1 1 Uplift Uplift Strong-Drive SDWH Timber-Hex head driver HDG (Model screws DBHEX) install 6-SD#9x1 2" screws 6-SD#9x1 2" screws head driver (Model DBHEX)Strong-Drive SDWH Timber-HexStrong-Drive HDG SDWH screws Timber-Hex install HDG screws install 1 L L 3 1 1 1 Uplift with a 8" hex head driver (Model DB6H1.75)3 3 (shown) or 8-10dx11 2" 6-SD#9x1 " screws Uplift  Strong-Drive SDWH Timber-HexStrong-Drivewith a HDG8" hexSDWH screws head Timber-Hex driverinstallwith (Modela 8 HDG" hex DB6H1.75) screwshead driver install (Model DB6H1.75) 6-SD#9x1 2" screws (shown) or2 8-10dx1 2"(shown) or 8-10dx1 2" nails 1 3 3 1 with a 8" hex head driver (Model DB6H1.75) (shown) or 8-10dx1 2" (shown) or 8-10dx1nails 2" nails Installation: with a 8" hex head driver (Model DB6H1.75) 3 Installation: Installation: 8" HDG lag screw with 3 nails3 nails  Use all specified 8" HDG lag screw with8" HDG lag screw with Installation: Installation: Use all specified F1 Use all specified F F HDG3 washer or SDWH 3 HDG washer or SDWHHDG washer or SDWH fasteners. 1 1 8" HDG lag screw with 8" HDG lag screw with  Use all specified  Usefasteners. all specified fasteners. F Timber-Hex HDG screw L F1 1 HDG washer or SDWHHDGTimber-Hex washer or HDG SDWH screwTimber-Hex HDG screw  For installation atL an  fasteners.For installationL at an For installation at an (shown) into top plate, fasteners. Timber-Hex HDG screwTimber-Hex(shown) HDG into topscrew plate,(shown) into top plate, L angle other thanL 45°, Forangle installation other thanat an 45°, angle other than 45°, studs, or header  For installation at an (shown) into top plate, (shown) studs,into top or plate, header studs, or header bendangle KBS1Z other alongthan 45°, anglebend other KBS1Z than Post-to-Kneealong 45°, bend KBS1Z along studs, or header studs, or header slots to desired angle. bend KBS1Z along Post-to-Knee Post-to-Knee bend KBS1Z along slots to desiredBracePost-to-Knee angle. Connectionslots to desired angle.Post-to-Knee Bendslots one to desiredtime only. angle. slotsBend to desired one time angle. only. Bend one time only.Brace ConnectionBrace Connection Model Model Model DTT1Z KBS1Z Bend one time Braceonly. ConnectionBrace Connection CL Anchor Dia. CLFastenersAnchor Dia.CL FastenersAnchor Dia. Fasteners DTT1Z DTT1Z KBS1ZBend one time only.KBS1Z No.Model Model DTT1Z KBS1Z KBS1Z CL AnchorNo. Dia.CL FastenersAnchorNo. Dia. Fasteners 3" min.DTT1Z thread No. No. 3" min. thread 3" min. thread 3 3 3 3 1 3 3 1 1 penetration 3" min.penetration thread ModelpenetrationType of ModelConnectorsTypeModel ofFastenersConnectors TypeEach of FastenersConnectors EachPost-to-2xFasteners Knee Each Post-to-2x KneePost-to-2x Knee DTT1Z 4" 8" orDTT1Z SDWH 6-SD#9x14" DTT1Z8" or2 "SDWH4" 6-SD#9x18" or SDWH2" 6-SD#9x1 2" 3" min. thread 3 3 3 3 1 1 penetration penetration No.Model ConnectionTypeModel of Connectorsper JoistType of FastenersConnectorConnectors Each Fasteners EachBracePost-to-2x Connection Knee Post-to-2x Knee DTT1Z 4" 8DTT1Z" or SDWH 4"6-SD#9x18" or SDWH2" 6-SD#9x1 2" No. ConnectionNo. perConnection Joist Connectorper Joist Connector Brace ConnectionBrace Connection No. perConnection Joist per Joist Connector Brace Connection 1. A 3/8” HDG round washer1. is Arequired 3/8” HDG when round using1. washer aA lag3/8” is HDGrequired round when washer using is a required lag when using a lag No. Connection Connector Brace Connection Detail 1 12-8d 1. screw.A 3/8” HDG round1. washerA 3/8” screw.is required HDG round when washer usingscrew. ais lag required when using a lag 2 Detail 1 Detail2 1 12-8d2 12-8d 2. Refer to current Wood 2.Constructionscrew.Refer to Connectors current 2.Wood catalog,Refer Construction to current Connectors Wood Construction catalog,Typical Connectors DTT1Z catalog, Deck-to-House KBS1Z Detail 1KBS1Z 2DetailKBS1Z 1 12-8d2 12-8d screw. Typical DTT1Z Deck-to-HouseTypical DTT1Z Deck-to-HouseDetail 2 1 12-8dx11 " 1 1 2. andRefer T-DECKLATLOAD to current Wood2. for ConstructionRefer additionaland to T-DECKLATLOAD current information. Connectors Wood Construction catalog,and for T-DECKLATLOAD additional Connectors information. catalog,for additional information. KBS1Z KBS1Z Detail 2 Detail21 2 12-8dx11 2" 12-8dx1 2" TypicalLateral DTT1Z Load Connection Deck-to-HouseTypicalLateral DTT1Z Load Deck-to-House ConnectionLateral Load Connection 1 1 and T-DECKLATLOAD andfor additional T-DECKLATLOAD information. for additional information. Detail 2 Detail1 2 12-8dx11 2" 12-8dx1 2" Lateral Load ConnectionLateral Load Connection 1. Refer to current Wood1. ConstructionRefer to Connectorscurrent1. Wood catalogRefer Construction to for current spacing Connectors Wood and Construction catalog for Connectors spacing and catalog for spacing and 1. additionalRefer to information.current Wood1. ConstructionReferadditional to current Connectorsinformation. Wood Constructionadditional catalog for information. Connectorsspacing and catalog for spacing and additional information. additional information. and Fasteners Used in the Construction of Wood Decks Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks and Fasteners Used in the Construction of Wood Decks D22 DTT1Z Deck Tension Tie D23 KBS1Z Knee-Brace Stabilizer Installation Details for Simpson Strong-Tie Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks D22 DTT1ZD22 DeckDTT1Z Tension Deck Tie Tension Tie D23 KBS1ZD23 Knee-BraceKBS1Z Knee-Brace Stabilizer Stabilizer Installation Details for Simpson Strong-Tie and Fasteners Used in the Construction of Wood Decks InformationD22 on this DTT1Zpage providedD22 forDeck referenceDTT1Z only;Tension see current Deck connector Tie Tension guide for installation Tie recommendations, details, and guidelines. D23 KBS1ZD23 Knee-BraceKBS1Z Knee-Brace Stabilizer Stabilizer Installation Details for Simpson Strong-Tie page 12