TOP FLANGE HANGERS JB/LB/BA/B/HHB Joist, Beam and Purlin Hangers
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1 TOP FLANGE HANGERS JB/LB//B/HHB Joist, Beam and Hangers This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. The hanger is a cost effective hanger featuring min/max joist nailing option. Min Nailing featuring Positive Angle Nailing targets moderate load conditions whereas the Max Nailing generates capacities for higher loads. The unique two level embossment provides added stiffness to the top flange. The newly improved B hanger offers wide versatility with enhanced load capacities. See tables on pages 71 to 73. See Hanger Options on pages for hanger modifications, which may result in reduced loads. MATERIAL: See tables, pages 71 to 73. FINISH:, JB, LB and B Galvanized; HHB all saddle hangers and all welded sloped and special hangers Simpson Strong-Tie gray paint., LB, B and HHB may be ordered hot-dip galvanized, specify HDG. INSTALLATION: Use specified fasteners. See General Notes and nailer table. LB,, B and HHB may be welded to steel headers with weld size to match material thickness (approximate thickness shown). The minimum required weld to the top flanges is ¹ ₈" x 2" (¹ ₈" x 1¹ ₂" for LB) fillet weld to each side of each top flange tab for 14 and 12 gauge and ³ ₁₆" x 2" fillet weld to each side of each top flange tab for 7 gauge. Distribute the weld equally on both top flanges. elding cancels the top and face nailing requirements. Consult the code for special considerations when welding galvanized steel. The area should be well-ventilated (see page 14 for welding information). eld on applications produce the maximum allowable down load listed. For uplift loads refer to technical bulletin T-ELDUPLFT. Ledgers must be evaluated for each application separately. Check TF dimension, nail length and nail location on ledger. Refer to technical bulletin T-SLOPEJST for information regarding load reductions on selected hangers which can be used without modification to support joists which have shallow slopes ( ³ ₄:12). OPTIONS: B and HHB Other widths are available; specify dimension (the minimum dimension is 1⁹ ₁₆" for B and 3¹ ₄" for HHB). See Hanger Options, pages , JB and LB hangers cannot be modified. Use LBV as an alternative for the JB/LB. NAILER TABLE No. Nailing Allowable Loads Uplift 2 DF/SP SPF/ LB26 2x 4-10dx1¹ ₂ 850 LB28 2x 4-10dx1¹ ₂ 915 LB210 2x 4-10dx1¹ ₂ 915 LB212 2x 4-10dx1¹ ₂ 915 LB214 2x 4-10dx1¹ ₂ 915 LB216 2x 4-10dx1¹ ₂ x 10-10dx1¹ ₂ x 14-10d x 14-16dx2¹ ₂ x 14-16d x 14-10d B 3x 14-16dx2¹ ₂ x 14-16d HUTF/HUSTF Heavy Duty and Double Shear Joist Hangers See dimensions, material, loads on table pages. HUSTF has the double shear nailing advantage distributing the joist load through two points on each nail for greater strength. FINISH: Galvanized. See Corrosion Information, page INSTALLATION: Use all specified fasteners. See General Notes. Not acceptable for nailer or welded applications; see and B hangers. HUTF The minimum header or ledger size that can be used with this hanger is 3¹ ₂". HUSTF ith 3x carrying members, use 16dx2¹ ₂" nails into the header and 16d commons into the joist. OPTIONS: HUTF Rough beam sizes are available by special order. See Hanger Options on pages for skewed hangers. Available with flanges turned in (2-2x and 4x only for HUSCTF. 2⁹ ₁₆" or greater for HUCTF). 1. Based on an additional ¹ ₃₂" beyond the normal ¹ ₈" deflection limit. 2. Uplift values are for DF/SP members only. Refer to technical bulletin T-NAILERUPLFT for SPF values (see page 191 for details). 3. Refer to page 80 for proper nailer installation. 4.Refer to technical bulletin T-NAILERUPLFT for higher uplift value options (see page 191 for details). 5.B hangers require 6-10dx1¹ ₂ joist nails to achieve published loads. For joist members 2¹ ₂" or wider, 16dx2¹ ₂" joist nails should be installed for additional uplift loads on the 3x and 4x nailer applications of 970 lbs. and 1010 lbs. respectively. 6. Attachment of nailer to supporting member is the responsibility of the Designer. HUSTF Typical HUTF Installation B (HHB Similar) 1¹ ₂" Min. U.S. Patent 7,334,372 attachment per Designer Typical Installation on ood Double Shear Nailing View LB B SERIES ITH VARIOUS HEADER APPLICATIONS Series Min. Max. B Fasteners Face Joist LB,, B and HHB are acceptable for weld-on applications. See Installation Information. Uplift HUCTF Factory eld JB Typical BD Saddle Installation Allowable Loads Header Type LVL PSL DF/SP SPF/ 6-10d 10-10d 2-10dx1¹ ₂ d 10-16d 2-10dx1¹ ₂ d 10-10d 8-10dx1¹ ₂ d 10-16d 8-10dx1¹ ₂ d 8-10d 6-10dx1¹ ₂ d 8-16d 6-10d Uplift loads are based on DF/SP lumber and have been increased 60% for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong-Tie Connector Selector software or conservatively divide the uplift load by 1.6. For SPF use 0.86 x DF/SP uplift load. 3. values are based on DF/SP header species. 4. here noted for single-ply joist hangers use 6-10dx1¹ ₂" nails. 5. NAILS: 16d = 0.162" dia. x 3¹ ₂" long, 10d = 0.148" dia. x 3" long, 10dx1¹ ₂ = 0.148" dia. x 1¹ ₂" long. See page for other nail sizes and information. Some model configurations may differ from those shown. Production models have projected seats. Square cut seats may be ordered. Contact Simpson Strong-Tie for details. HU410TF application is NOT acceptable. Fasteners cannot be installed 69
2 TOP FLANGE HANGERS /PU/NP/M/MU/H/HU/GLT/HGLT 70 The, PU, HU and H series purlin hangers offer the greatest design flexibility and versatility. Ms are designed for use on standard 8" grouted masonry block wall construction. MATERIAL: See tables on pages 71 to 73. FINISH: Simpson Strong-Tie gray paint; hot-dip galvanized available: specify HDG, contact Simpson Strong-Tie. INSTALLATION: Use all specified fasteners. M two 16d duplex nails must be installed into the top flange and embedded into the grouted wall. Verify that the grouted wall can take the required fasteners specified in the table. H dimensions are sized to account for normal joist shrinkage. dimensions are for dressed timber widths. Hangers may be welded to steel headers with weld size to match material thickness (approximate thickness shown) ¹ ₈" for, ³ ₁₆" for NP/PU and ¹ ₄" for H/HU, by 1¹ ₂" fillet welds located at each end of the top flange (see page 14 for welding information). eld-on applications produce maximum allowable load listed. For uplift loads refer to T-ELDUPLFT (HU and PU hangers only). Hangers can support multi-ply carried members; the individual members must be secured together to work as a single unit before installation into the hanger. Embed M into block with a minimum of one course above and one course below the top flange with one #5 vertical rebar minimum 24" long in each cell. Minimum grout strength is 2000 psi. Refer to technical bulletin T-SLOPEJST for information regarding load reductions on selected hangers which can be used without modification to support joists which have shallow slopes ( ³ ₄:12). See Hanger Options, page for hanger modifications and associated load reductions. P and NP PU H HU SERIES ITH VARIOUS HEADER APPLICATIONS M MU P/ NP PU/ NPU H HU Nailing Uplift 1 Allowable Down Loads DF/SP SPF/ LSL 2x 2-10dx1¹ ₂ x 2-10d x 2-16dx2¹ ₂ x 2-10d x 2-10dx1¹ ₂ x 2-10d x 2-16dx2¹ ₂ x 2-10d x 7-10d x 7-16dx2¹ ₂ x 7-16d x 4-10d x 4-16dx2¹ ₂ x 4-16d x 8-16dx2¹ ₂ x 8-16dx2¹ ₂ x 8-16d NAILER TABLE The table indicates the maximum allowable loads for, NP and H hangers used on wood nailers. s are wood members attached to the top of a steel I-beam, concrete or masonry wall. 12 Ga. H (HU similar) 3 Ga. 2¹ ₂" 2¹ ₄" 3³ ₄" 2³ ₄" 7" - 8" M (MU similar) Typical M Mid-all Installation Refer to page 139 for of all Installation Detail. Joist Fasteners Allowable Loads Header Type idth Depth Face Joist 1. Uplift value for the HU hanger is for depths 18" and are for DF/SP values only. Refer to uplift values in table below for taller depths. 2. Attachment of nailer to supporting member is the responsibility of the Designer. Uplift LVL PSL LSL DF/SP SPF/ I-Joist Masonry 12 Ga. 10" for GLT4 12" for GLT6 1¹ ₂ to 4 3¹ ₂ to dx1¹ ₂ 2-10dx1¹ ₂ ¹ ₂ to 4 3¹ ₂ to d 2-10dx1¹ ₂ ¹ ₂ to 4 3¹ ₂ to d 2-10dx1¹ ₂ ¹ ₂ to 7¹ ₂ 3¹ ₂ to d DPLX 2-10dx1¹ ₂ MID-ALL INSTALLATION ¹ ₂ to 7¹ ₂ 3¹ ₂ to 30 2-¹ ₄x1³ ₄ IL12, L1 2-10dx1¹ ₂ TOP OF ALL INSTALLATION ¹ ₂ to 7¹ ₂ 9 to d DPLX 4-¹ ₄x1³ ₄ 6-10dx1¹ ₂ 625 MID-ALL INSTALLATION ¹ ₂ to 7¹ ₂ 9 to 28 2-¹ ₄x1³ ₄ 4-¹ ₄x1³ ₄ 6-10dx1¹ ₂ 545 TOP OF ALL INSTALLATION ¹ ₂ to 7¹ ₂ 3¹ ₂ to dx1¹ ₂ 2-10dx1¹ ₂ ¹ ₂ to 7¹ ₂ 3¹ ₂ to d 2-10dx1¹ ₂ ¹ ₂ to 7¹ ₂ 3¹ ₂ to d 2-10dx1¹ ₂ I10, I19, F9, F18 1¹ ₂ to 5¹ ₂ 7¹ ₄ to d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 5¹ ₂ 18¹ ₂ to 22¹ ₂ 3-16d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 5¹ ₂ 23 to d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 7¹ ₂ 3¹ ₂ to d 2-10dx1¹ ₂ ¹ ₂ to 7¹ ₂ 3¹ ₂ to d 2-10dx1¹ ₂ ¹ ₂ to 3¹ ₂ 9 to d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 3¹ ₂ 18¹ ₂ to 22¹ ₂ 4-16d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 3¹ ₂ 23 to d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 3¹ ₂ 28¹ ₂ to d 4-16d 8-10dx1¹ ₂ ¹ ₂ to 7 9 to d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 7 18¹ ₂ to 22¹ ₂ 4-16d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 7 23 to d 4-16d 6-10dx1¹ ₂ ¹ ₂ to 7 28¹ ₂ to d 4-16d 8-10dx1¹ ₂ P Fasteners not required in this hole Some model configurations may differ from those shown. Contact Simpson for details. NP412 and NP414 12" PU 2⁵ ₁₆" GLT HGLT (fasteners included) (fasteners included) See page 114 for GLT and HGLT information. I10, F9, F18 Installation on ood 1. 16d sinkers (0.148" dia. x 3¹ ₄" long) may be used where 10d commons are called out with no load reduction. 2. values are based on DF/SP header species. 3. MU, PU and HU uplift loads have been increased 60% for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong-Tie Connector Selector software or conservatively divide the uplift load by For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load. 5. Mid-wall Installation requires minimum of one grouted course above and below the hanger. 6. NAILS: 16d = 0.162" dia. x 3¹ ₂" long, 10d = 0.148" dia. x 3" long, 10dx1¹ ₂ = 0.148" dia. x 1¹ ₂" long. See page for other nail sizes and information.
3 TOP FLANGE HANGERS SOLID SAN LUMBER (DF/SP) 72 No. Ga Uplift Floor Snow Roof Cost Index H B TF Header Joist (100) (115) (125) (ICI) SAN LUMBER SIZES TPL 2x16 HU216-3TF 12 4¹¹ ₁₆ 15 2¹ ₂ 2¹ ₂ 20-16d 8-16d Lowest 3x4 HU34TF 12 2⁹ ₁₆ 3⁷ ₁₆ 2¹ ₂ 2¹ ₂ 8-16d 2-10dx1¹ ₂ * ⁹ ₁₆ 5³ ₈ 2 2¹ ₂ 2-10d 2-10dx1¹ ₂ * 3x6 M ⁹ ₁₆ 5³ ₈ 3 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HU36TF 12 2⁹ ₁₆ 5³ ₈ 2¹ ₂ 2¹ ₂ 10-16d 4-10dx1¹ ₂ * ⁹ ₁₆ 7¹ ₈ 2 2¹ ₂ 2-10d 2-10dx1¹ ₂ * 3x8 M ⁹ ₁₆ 7¹ ₈ 3 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HU38TF 12 2⁹ ₁₆ 7¹ ₈ 2¹ ₂ 2¹ ₂ 12-16d 4-10dx1¹ ₂ * B ⁹ ₁₆ 7¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-16dx2¹ ₂ * I ⁹ ₁₆ 9¹ ₈ 2 2¹ ₂ 2-10d 2-10dx1¹ ₂ * 3x10 M ⁹ ₁₆ 9¹ ₈ 3 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HU310TF 12 2⁹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-10dx1¹ ₂ * B ⁹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-16dx2¹ ₂ * NP ⁹ ₁₆ 11 2¹ ₂ 2³ ₁₆ 2-10d 2-10dx1¹ ₂ * 3x12 M ⁹ ₁₆ ³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HU312TF 12 2⁹ ₁₆ 11 2¹ ₂ 2¹ ₂ 16-16d 6-10dx1¹ ₂ * B ⁹ ₁₆ 11 2¹ ₂ 2¹ ₂ 14-16d 6-16dx2¹ ₂ * NP ⁹ ₁₆ 13 2¹ ₂ 2³ ₁₆ 2-10d 2-10dx1¹ ₂ * 3x14 M ⁹ ₁₆ ³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HU314TF 12 2⁹ ₁₆ 13 2¹ ₂ 2¹ ₂ 18-16d 8-10dx1¹ ₂ * B ⁹ ₁₆ 13 2¹ ₂ 2¹ ₂ 14-16d 6-16dx2¹ ₂ * NP ⁹ ₁₆ 15 2¹ ₂ 2³ ₁₆ 2-10d 2-10dx1¹ ₂ * 3x16 M ⁹ ₁₆ ³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HU316TF 12 2⁹ ₁₆ 15 2¹ ₂ 2¹ ₂ 20-16d 8-10dx1¹ ₂ * B ⁹ ₁₆ 15 2¹ ₂ 2¹ ₂ 14-16d 6-16dx2¹ ₂ * 4x4 HU44TF 12 3⁹ ₁₆ 3⁷ ₁₆ 2¹ ₂ 2¹ ₂ 8-16d 2-10d Lowest HUS46TF 14 3⁹ ₁₆ 5³ ₈ 2 1¹ ₂ 6-16d 4-16d Lowest I10, IL12, L1, F ⁹ ₁₆ 5³ ₈ 2¹ ₂ 2¹ ₂ 2-10d 2-10d % 4x6 HU46TF 12 3⁹ ₁₆ 5³ ₈ 2¹ ₂ 2¹ ₂ 10-16d 4-10d % H ⁹ ₁₆ 5³ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d % M ⁹ ₁₆ 5³ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 48 (Min) 14 3⁹ ₁₆ 7¹ ₈ 3 2¹ ₂ 16-16d 2-10dx1¹ ₂ Lowest 48 (Max) 14 3⁹ ₁₆ 7¹ ₈ 3 2¹ ₂ 16-16d 8-10dx1¹ ₂ % HUS48TF 14 3⁹ ₁₆ 7¹ ₄ 2 1¹¹ ₁₆ 8-16d 6-16d % I10, IL12, L1, F9 4x8 B ⁹ ₁₆ 7¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-16d % ⁹ ₁₆ 7¹ ₈ 2¹ ₂ 2¹ ₂ 2-10d 2-10d % HU48TF 12 3⁹ ₁₆ 7¹ ₈ 2¹ ₂ 2¹ ₂ 12-16d 4-10d % H ⁹ ₁₆ 7¹ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d % M ⁹ ₁₆ 7¹ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL (Min) 14 3⁹ ₁₆ 9¹ ₈ 3 2¹ ₂ 16-16d 2-10dx1¹ ₂ Lowest 410 (Max) 14 3⁹ ₁₆ 9¹ ₈ 3 2¹ ₂ 16-16d 8-10dx1¹ ₂ % HUS410TF 14 3⁹ ₁₆ 9¹ ₄ 2 1¹ ₄ 10-16d 8-16d % I10, L1, F9 B ⁹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-16d % 4x ⁹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 2-10d 2-10d % HU410TF 12 3⁹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-10d % H ⁹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d % M ⁹ ₁₆ 9¹ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL (Min) 14 3⁹ ₁₆ ¹ ₂ 16-16d 2-10dx1¹ ₂ Lowest 412 (Max) 14 3⁹ ₁₆ ¹ ₂ 16-16d 8-10dx1¹ ₂ % HUS412TF 14 3⁹ ₁₆ 11¹ ₈ d 8-16d % I10, L1, F9 B ⁹ ₁₆ 11 2¹ ₂ 2¹ ₂ 14-16d 6-16d % NP ⁹ ₁₆ 11 2¹ ₂ 2³ ₁₆ 2-10d 2-10d % 4x12 HU412TF 12 3⁹ ₁₆ 11 2¹ ₂ 2¹ ₂ 16-16d 6-10d % H ⁹ ₁₆ 11 2¹ ₂ 2¹ ₂ 4-10d 2-10d % HHB ⁹ ₁₆ ¹ ₂ 4-N54A 2-N54A % M ⁹ ₁₆ 11 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 See footnotes on page 71.
4 TOP FLANGE HANGERS SOLID SAN LUMBER (DF/SP) No. Ga Uplift Floor Snow Roof Cost Index H B TF Header Joist (100) (115) (125) (ICI) SAN LUMBER SIZES 2x4 HU24TF 12 1⁹ ₁₆ 3⁷ ₁₆ 2¹ ₄ 2¹ ₂ 6-16d 2-10dx1¹ ₂ Lowest DBL 2x4 HU24-2TF 12 3¹ ₈ 3⁷ ₁₆ 2¹ ₂ 2¹ ₂ 8-16d 2-10d Lowest JB ⁹ ₁₆ 5³ ₈ 1¹ ₂ 1⁵ ₁₆ 4-10d 2 PRONG Lowest LB ⁹ ₁₆ 5³ ₈ 1¹ ₂ 1¹ ₂ 4-16d 2-10dx1¹ ₂ % 2x6 HU26TF 12 1⁹ ₁₆ 5³ ₈ 2¹ ₄ 2¹ ₂ 10-16d 4-10dx1¹ ₂ % ⁹ ₁₆ 5³ ₈ 2¹ ₂ 2¹ ₂ 2-10d 2-10dx1¹ ₂ % M ⁹ ₁₆ 5³ ₈ 4¹ ₂ 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HUS26-2TF 14 3¹ ₈ 5³ ₈ 2 1³ ₄ 6-16d 4-16d Lowest I10, L1, F9 DBL NP ¹ ₈ 5³ ₈ 2¹ ₂ 2³ ₁₆ 2-10d 2-10d % 2x6 HU26-2TF 12 3¹ ₈ 5³ ₈ 2¹ ₂ 2¹ ₂ 10-16d 4-10d % M ¹ ₈ 5³ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 JB ⁹ ₁₆ 7¹ ₄ 1¹ ₂ 1⁵ ₁₆ 4-10d 2 PRONG Lowest LB ⁹ ₁₆ 7¹ ₄ 1¹ ₂ 1¹ ₂ 4-16d 2-10dx1¹ ₂ % 2x8 HU28TF 12 1⁹ ₁₆ 7¹ ₈ 2¹ ₄ 2¹ ₂ 10-16d 4-10dx1¹ ₂ % ⁹ ₁₆ 7¹ ₈ 2¹ ₂ 2¹ ₂ 2-10d 2-10dx1¹ ₂ % M ⁹ ₁₆ 7¹ ₈ 4¹ ₂ 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HUS28-2TF 14 3¹ ₈ 7¹ ₄ 2 1⁷ ₈ 8-16d 6-16d Lowest I10, L1, F9 DBL NP ¹ ₈ 7¹ ₈ 2¹ ₂ 2³ ₁₆ 2-10d 2-10d % 2x8 HU28-2TF 12 3¹ ₈ 7¹ ₈ 2¹ ₂ 2¹ ₂ 12-16d 4-10d % M ¹ ₈ 7¹ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 JB ⁹ ₁₆ 9¹ ₄ 2 1³ ₁₆ 4-16d 2 PRONG Lowest LB ⁹ ₁₆ 9¹ ₄ 2 1¹ ₂ 4-16d 2-10dx1¹ ₂ % 2x10 HU210TF 12 1⁹ ₁₆ 9¹ ₈ 2¹ ₄ 2¹ ₂ 12-16d 4-10dx1¹ ₂ % ⁹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 2-10d 2-10dx1¹ ₂ % M ⁹ ₁₆ 9¹ ₈ 4¹ ₂ 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HUS210-2TF 14 3¹ ₈ 9¹ ₄ 2 1¹ ₂ 10-16d 8-16d Lowest I10, L1, F9 DBL NP ¹ ₈ 9¹ ₈ 2¹ ₂ 2³ ₁₆ 2-10d 2-10d % 2x10 HU210-2TF 12 3¹ ₈ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-10d % M ¹ ₈ 9¹ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 TPL 2x10 HU210-3TF 12 4¹¹ ₁₆ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-16d Lowest JB ⁹ ₁₆ 11¹ ₈ 2 1³ ₁₆ 6-16d 2 PRONG Lowest LB ⁹ ₁₆ 11¹ ₈ 2 1¹ ₂ 4-16d 2-10dx1¹ ₂ % 2x ⁹ ₁₆ 11 2¹ ₂ 2¹ ₂ 2-10d 2-10dx1¹ ₂ % HU212TF 12 1⁹ ₁₆ 11 2¹ ₄ 2¹ ₂ 14-16d 6-10dx1¹ ₂ % M ⁹ ₁₆ 11 4¹ ₂ 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HUS212-2TF 14 3¹ ₈ 11¹ ₈ 2 2¹ ₄ 10-16d 8-16d Lowest I10, L1, F9 DBL NP ¹ ₈ 11 2¹ ₂ 2³ ₁₆ 2-10d 2-10d % 2x12 HU212-2TF 12 3¹ ₈ 11 2¹ ₂ 2¹ ₂ 16-16d 6-10d % M ¹ ₈ 11 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 TPL 2x12 HU212-3TF 12 4¹¹ ₁₆ 11 2¹ ₂ 2¹ ₂ 16-16d 6-16d Lowest LB ⁹ ₁₆ 13¹ ₈ 2 1¹ ₂ 4-16d 2-10dx1¹ ₂ Lowest JB ⁹ ₁₆ 13¹ ₈ 2 1¹ ₄ 6-16d 2-10dx1¹ ₂ % 2x ⁹ ₁₆ 13 2¹ ₂ 2¹ ₂ 2-10d 2-10dx1¹ ₂ % HU214TF 12 1⁹ ₁₆ 13 2¹ ₄ 2¹ ₂ 16-16d 6-10dx1¹ ₂ % M ⁹ ₁₆ 13 4¹ ₂ 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 HUS214-2TF 14 3¹ ₈ 13¹ ₈ 2 2¹ ₄ 12-16d 8-16d Lowest I10, L1, F9 DBL NP ¹ ₈ 13 2¹ ₂ 2³ ₁₆ 2-10d 2-10d % 2x14 HU214-2TF 12 3¹ ₈ 13 2¹ ₂ 2¹ ₂ 18-16d 8-10d % M ¹ ₈ 13 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 TPL 2x14 HU214-3TF 12 4¹¹ ₁₆ 13 2¹ ₂ 2¹ ₂ 18-16d 8-16d Lowest LB ⁹ ₁₆ 15¹ ₈ 2 1¹ ₂ 4-16d 2-10dx1¹ ₂ Lowest 2x ⁹ ₁₆ 15 2¹ ₂ 2¹ ₂ 2-10d 2-10dx1¹ ₂ % HU216TF 12 1⁹ ₁₆ 15 2¹ ₄ 2¹ ₂ 18-16d 8-10dx1¹ ₂ % M ⁹ ₁₆ 15 4¹ ₂ 3³ ₄ 2-16d DPLX 2-10dx1¹ ₂ * IL12 DBL 2x16 NP ¹ ₈ 15 2¹ ₂ 2³ ₁₆ 2-10d 2-10d Lowest HU216-2TF 12 3¹ ₈ 15 2¹ ₂ 2¹ ₂ 20-16d 8-10d % M ¹ ₈ 15 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 1. N54A fasteners are supplied with hangers d sinkers may be used where 10d commons are called out with no load reduction. 3. Uplift loads are based on DF/SP lumber and have been increased 60% for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong-Tie Connector Selector software or conservatively divide the uplift load by 1.6. For SPF use 0.86 x DF/SP uplift load. 4. NAILS: 16d = 0.162" dia. x 3¹ ₂" long, 10d = 0.148" dia. x 3" long, 10dx1¹ ₂ = 0.148" dia. x 1¹ ₂" long. See page for other nail sizes and information. *Hangers do not have an Installed Cost Index. 71
5 TOP FLANGE HANGERS SOLID SAN LUMBER (DF/SP) 4x14 4x16 6x6 6x8 6x10 6x12 6x14 No. Ga Uplift Floor Snow Roof Cost Index H B TF Header Joist (100) (115) (125) (ICI) SAN LUMBER SIZES HUS414TF 14 3⁹ ₁₆ 13¹ ₈ d 8-16d Lowest I10, L1, F9 B ⁹ ₁₆ 13 2¹ ₂ 2¹ ₂ 14-16d 6-16d % NP ⁹ ₁₆ 13 2¹ ₂ 2³ ₁₆ 2-10d 2-10d % HU414TF 12 3⁹ ₁₆ 13 2¹ ₂ 2¹ ₂ 18-16d 8-10d % H ⁹ ₁₆ 13 2¹ ₂ 2¹ ₂ 4-10d 2-10d % HHB ⁹ ₁₆ ¹ ₂ 6-N54A 4-N54A % M ⁹ ₁₆ 13 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 NP ⁹ ₁₆ 15 2¹ ₂ 2³ ₁₆ 2-10d 2-10d Lowest B ⁹ ₁₆ 15 2¹ ₂ 2¹ ₂ 14-16d 6-16d % HU416TF 12 3⁹ ₁₆ 15 2¹ ₂ 2¹ ₂ 20-16d 8-10d % H ⁹ ₁₆ 15 2¹ ₂ 2¹ ₂ 4-10d 2-10d % HHB ⁹ ₁₆ ¹ ₂ 6-N54A 4-N54A % M ⁹ ₁₆ 15 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 NP ¹ ₂ 5³ ₈ 2¹ ₂ 2⁵ ₁₆ 3-10d 2-10d * M ¹ ₂ 5³ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 HU66TF 12 5¹ ₂ 5³ ₈ 2¹ ₂ 2¹ ₂ 10-16d 4-16d * H ¹ ₂ 5³ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d * NP ¹ ₂ 7¹ ₈ 2¹ ₂ 2⁵ ₁₆ 3-10d 2-10d * M ¹ ₂ 7¹ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 HU68TF 12 5¹ ₂ 7¹ ₈ 2¹ ₂ 2¹ ₂ 12-16d 4-16d * HHB68 7 5¹ ₂ 7¹ ₈ 3 2¹ ₂ 4-N54A 2-N54A * 170 H ¹ ₂ 7¹ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d * NP ¹ ₂ 9¹ ₈ 2¹ ₂ 2⁵ ₁₆ 3-10d 2-10d * M ¹ ₂ 9¹ ₈ 2¹ ₂ 3³ ₄ 2-16d DPLX 2-10d * IL12 B ¹ ₂ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-16d * HHB ¹ ₂ 9¹ ₈ 3 2¹ ₂ 4-N54A 2-N54A * 170 HU610TF 12 5¹ ₂ 9¹ ₈ 2¹ ₂ 2¹ ₂ 14-16d 6-16d * H ¹ ₂ 9¹ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d * H ¹ ₂ 11 2¹ ₂ 2¹ ₂ 4-10d 2-10d * B ¹ ₂ 11 2¹ ₂ 2¹ ₂ 14-16d 6-16d * HHB ¹ ₂ ¹ ₂ 10-N54A 6-N54A * HU612TF 12 5¹ ₂ 11 2¹ ₂ 2¹ ₂ 16-16d 6-16d * H ¹ ₂ 13 2¹ ₂ 2¹ ₂ 4-10d 2-10d * B ¹ ₂ 13 2¹ ₂ 2¹ ₂ 14-16d 6-16d * HHB ¹ ₂ ¹ ₂ 10-N54A 6-N54A * HU614TF 12 5¹ ₂ 13 2¹ ₂ 2¹ ₂ 18-16d 8-16d * H ¹ ₂ 15 2¹ ₂ 2¹ ₂ 4-10d 2-10d * B ¹ ₂ 15 2¹ ₂ 2¹ ₂ 14-16d 6-16d * 6x16 HHB ¹ ₂ ¹ ₂ 10-N54A 6-N54A * HU616TF 12 5¹ ₂ 15 2¹ ₂ 2¹ ₂ 20-16d 8-16d * 8x6 H86 7 7¹ ₂ 5³ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d * 8x8 H88 7 7¹ ₂ 7¹ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d * 8x10 H ¹ ₂ 9¹ ₈ 2¹ ₂ 2¹ ₂ 4-10d 2-10d * H ¹ ₂ 11 2¹ ₂ 2¹ ₂ 4-10d 2-10d x12 * HHB ¹ ₂ ¹ ₂ 10-N54A 6-N54A * 8x14 H ¹ ₂ 13 2¹ ₂ 2¹ ₂ 4-10d 2-10d * HHB ¹ ₂ ¹ ₂ 10-N54A 6-N54A * 8x16 H ¹ ₂ 15 2¹ ₂ 2¹ ₂ 4-10d 2-10d * HHB ¹ ₂ ¹ ₂ 10-N54A 6-N54A * See footnotes on page
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