STEEL STRONG-WALL : Two-Story Stacked on Concrete Foundations

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1 A complete stacked wall solution for two-story applications. Now there is a Steel Strong-Wall option for two-story installations that combines simplified installation with superior performance. Some of the highest loads in the industry, and design procedures that account for cumulative overturning, see pages for more information. Complete concrete anchorage designs for two-story applications (foundation design by Engineer of Record). No bearing plates to install. Walls can now be placed flush against a corner. Same anchor bolt template as single story installation. Compression loads transferred by nut/rod reducing wood crushing under load. MATERIAL & FINISH: See page 10. Load tables list values based upon results from the most recent testing and/or calculations and may not match those in current code reports. Where code jurisdictions apply, consult the current reports for applicable load values. For a complete set of wall profile drawings, see page 10. NAMING SCHEME Top Wall: SSW18x8 Bottom Wall: Steel Strong-Wall (in.) SSW18x10-STK Nominal Height (ft.) Standard Steel Strong-Wall Steel Strong-Wall (in.) Stacked Wall (For Bottom Walls Only) Nominal Height (ft.) TWO-STORY STACKED WALL PRODUCT DATA BOTTOM WALLS Model No. TWO-STORY STACKED WALL CONNECTION KIT Wall Model No. W H T Contents Anchor Bolts Qty. 15 SSW15-2KT (1) Shear Transfer Plate (with 18 SSW18-2KT #1 self-drilling screws) (2) 1"x8" Threaded Rods (A36) 21 SSW21-2KT (6) Heavy Hex Nuts 2 SSW2-2KT Installation Instructions Dia. Number of Screws in Top of Wall SSW15x8-STK 15" 93Z\v" 3Z\x" 2 1" 6 SSW18x8-STK 18" 93Z\v" 3Z\x" 2 1" 9 SSW21x8-STK 21" 93Z\v" 3Z\x" 2 1" 12 SSW2x8-STK 2" 93Z\v" 3Z\x" 2 1" 1 SSW15x9-STK 15" 105Z\v" 3Z\x" 2 1" 6 SSW18x9-STK 18" 105Z\v" 3Z\x" 2 1" 9 SSW21x9-STK 21" 105Z\v" 3Z\x" 2 1" 12 SSW2x9-STK 2" 105Z\v" 3Z\x" 2 1" 1 SSW15x10-STK 15" 117Z\v" 3Z\x" 2 1" 6 SSW18x10-STK 18" 117Z\v" 3Z\x" 2 1" 9 SSW21x10-STK 21" 117Z\v" 3Z\x" 2 1" 12 SSW2x10-STK 2" 117Z\v" 3Z\x" 2 1" 1 SSW15x11-STK 15" 129Z\v" 5Z\x" 2 1" 6 SSW18x11-STK 18" 129Z\v" 5Z\x" 2 1" 9 SSW21x11-STK 21" 129Z\v" 5Z\x" 2 1" 12 SSW2x11-STK 2" 129Z\v" 5Z\x" 2 1" 1 SSW15x12-STK 15" 11Z\v" 5Z\x" 2 1" 6 SSW18x12-STK 18" 11Z\v" 5Z\x" 2 1" 9 SSW21x12-STK 21" 11Z\v" 5Z\x" 2 1" 12 SSW2x12-STK 2" 11Z\v" 5Z\x" 2 1" 1 SSW18x13-STK 18" 153Z\v" 5Z\x" 2 1" 9 SSW21x13-STK 21" 153Z\v" 5Z\x" 2 1" 12 SSW2x13-STK 2" 153Z\v" 5Z\x" 2 1" 1 1. See page 11 for product data on top wall. 1. Two heavy hex nuts included with each wall. Two-Story Stacked Wall Connector Kit Model SSW -2KT (Sold separately) Factory installed stacked wall option. To order add -STK suffix to the model number (Example: SSW18x10-STK) Foundation Design (size and reinforcement) by others 28

2 INSTALLATION Do not cut the Steel Strong-Wall or enlarge existing holes. Doing so will compromise the performance of the wall. Do not use an impact wrench to tighten nuts on the anchor bolts. Maximum shim thickness between the Steel Strong-Wall and top plates is M\," using SDS Z\v"x3Z\x" screws. For additional shim thicknesses, see detail 5/SSW2 on page 87. Drill or notch the subfloor to allow the compression nut to sit flush with the underside of the 2nd story wall (notching of the rim joist may also be required). Solid blocking under center and each end of wall Drill/notch subfloor to allow nut to sit flush with underside of wall. (Notching of rim joist may also be required) Attach to top plates with SDS ¹ ₄"x3¹ ₂" screws (provided) Shim as necessary for tight fit SHEAR TRANSFER PLATE FASTENERS Strong-Wall Fastener Quantity #14 Screws 10d Nails 15" Wall 10 18" Wall " Wall " Wall 7 18 SSW Shear Transfer Plate installs with 10d nails into the rim joist and #14 self-drilling screws into the Strong-Wall (Sold separately with SSW -2KT) Framing anchor each side by others (Simpson A34 shown) Rim joist Shear transfer by others (Simpson LTP4 shown) EXTERIOR VIEW OF SHEAR TRANSFER PLATE BLOCKING/CONNECTION DETAIL (See detail 8/SSW2 on page 89 for perpendicular blocking where required) Use SSW -2KT connection kit to attach standard wall above to -STK model below Shim as necessary for tight fit Install connecting rods before placing 2nd floor wall Attach to top plates with SDS ¹ ₄"x3¹ ₂" screws (provided) TWO-STORY STACKED WALL CONNECTION DETAIL All nuts require a snug tight fit Double nuts 1ST STORY INSTALLATION WITH WOOD FLOOR SYSTEM See detail 7/SSW2 on page 89. Height modification options available, contact Simpson. SSWAB1 Place Steel Strong-Wall panel over the anchor bolts and secure with heavy hex nuts (provided). Snug tight fit required. Do not use an impact wrench. 1⁵ ₈" wrench/socket required for 1" nut. 29

3 SECOND-STORY WALLS UNIFORM BUILDING CODE AND 2000 INTERNATIONAL BUILDING CODE Second-Story Seismic 2 Wind 3 SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW18x SSW21x SSW2x Two-story, stacked wall installations may consist of any height combination of equal width wall models listed in the tables. 2. For Seismic design using R=5.5 per 1997 UBC or R=6.0 for 2000 IBC. 3. Wind loads may also be used for Seismic design using R=. per 1997 UBC.. Loads applicable to designs using the ASD alternate basic load combinations of the 1997 UBC and 2000 IBC. For designs per the ASD basic load combinations, use the 2003/2006 IBC Load Tables. 5. Loads based on a 1000 lbs. maximum total axial load acting on the second-story panel and a 2000 lbs. maximum total axial load acting on the first-story panel in combination with the shear load. 6. Designer must verify that the cumulative overturning moment at the base of the first-story Steel Strong-Wall does not exceed the wall base moment capacity. See design example on page 32 for procedure. 7. Allowable second-story shear loads assume a maximum floor joist depth of 1". Multiply second-story shear loads by 0.96 for 16" joists. For bottom wall shim blocks greater than M\," see detail 9/SSW2 on page First-story Steel Strong-Wall drifts do not exceed seismic code drift limits if the following conditions are met: a) First-story Steel Strong-Wall height does not exceed 10 feet; b) Second-story Steel Strong Wall is not taller than first-story Steel Strong-Wall; c) Applied base moment does not exceed allowable base moment. For cases outside of these conditions, first-story drift shall be evaluated using the equation provided on page High strength anchor bolts required unless lower grade justified by Engineer. See pages 38-1 for SSWAB anchor bolt information and anchorage solutions. 10. For anchorage uplift loads at design shear values, refer to the equations on page 3. FIRST-STORY WALLS ON CONCRETE FOUNDATIONS 6, UNIFORM BUILDING CODE AND 2000 INTERNATIONAL BUILDING CODE First-Story Seismic 2 Wind psi Concrete 3000-psi Concrete 2500-psi Concrete 3000-psi Concrete SSW15x8-STK SSW18x8-STK SSW21x8-STK SSW2x8-STK SSW15x9-STK SSW18x9-STK SSW21x9-STK SSW2x9-STK SSW15x10-STK SSW18x10-STK SSW21x10-STK SSW2x10-STK SSW15x11-STK SSW18x11-STK SSW21x11-STK SSW2x11-STK SSW15x12-STK SSW18x12-STK SSW21x12-STK SSW2x12-STK SSW18x13-STK SSW21x13-STK SSW2x13-STK See footnotes above. 30

4 SECOND-STORY WALLS AND 2006 INTERNATIONAL BUILDING CODE Second-Story Seismic 2 Wind SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW15x SSW18x SSW21x SSW2x SSW18x SSW21x SSW2x Two-story, stacked wall installations may consist of any height combination of equal width wall models listed in the tables. 2. For Seismic design using R= Loads applicable to design using the ASD basic (Section ) or the alternate basic (Section ) load combinations.. Loads based on a 1000 lbs. maximum total axial load acting on the second-story panel and a 2000 lbs. maximum total axial load acting on the first-story panel in combination with the shear load. 5. Designer must verify that the cumulative overturning moment at the base of the First-Story Steel Strong-Wall does not exceed the wall base moment capacity. See design example on page 32 for procedure. 6. Allowable second-story shear loads assume a maximum floor joist depth of 1". Multiply second-story shear loads by 0.95 for 16" joists. For bottom wall shim blocks greater than M\," see detail 9/SSW2 on page First-story Steel Strong-Wall drifts do not exceed seismic code drift limits if the following conditions are met: a) First-story Steel Strong-Wall height does not exceed 10 feet; b) Second-story Steel Strong Wall is not taller than First-story Steel Strong-Wall; c) Applied base moment does not exceed allowable base moment. For cases outside of these conditions, first-story drift shall be evaluated using the equation provided on page High strength anchor bolts required unless lower grade justified by Engineer. See pages 38-1 for SSWAB anchor bolt information and anchorage solutions. 9. For anchorage uplift loads at design shear values, refer to the equations on page 3. FIRST-STORY WALLS ON CONCRETE FOUNDATIONS 5, AND 2006 INTERNATIONAL BUILDING CODE First-Story See footnotes above. Seismic 2 Wind 2500-psi Concrete 3000-psi Concrete 2500-psi Concrete 3000-psi Concrete SSW15x8-STK SSW18x8-STK SSW21x8-STK SSW2x8-STK SSW15x9-STK SSW18x9-STK SSW21x9-STK SSW2x9-STK SSW15x10-STK SSW18x10-STK SSW21x10-STK SSW2x10-STK SSW15x11-STK SSW18x11-STK SSW21x11-STK SSW2x11-STK SSW15x12-STK SSW18x12-STK SSW21x12-STK SSW2x12-STK SSW18x13-STK SSW21x13-STK SSW2x13-STK

5 STEEL STRONG-WALL TWO-STORY DESIGN EXAMPLE Example: Standard Two-Story Wall Design Given: 2003 IBC, Wind, f'c = 2500 psi V 2nd story wall = 650 lbs. V 1st story wall = 650 lbs. APPLIED LOADS 650 lbs. V total = 650 lbs lbs. = 1,300 lbs. M allow = (ft-lbs.) (See Two-Story Stacked Tables) 8 ft. V allow = (lbs.) (See Two-Story Stacked Tables) STEP 1 Select First-Story Wall (See tables on page 31) M base = (650 lbs. x 18 ft.) + (650 lbs. x 9 ft.) = 17,550 ft-lbs. Using First-Story Wall Table, select a 9-foot wall with M allow M base Select SSW18x9-STK M allow = 18,00 ft-lbs. > 17,550 ft-lbs. OK V allow = 2,100 lbs. > 1,300 lbs. OK 650 lbs. 12" floor 9 ft. STEP 2 Check Second-Story Wall Using the Second-Story Wall Table on page 31, check the capacity of an 8-foot wall with the same width as the First-Story Wall selected in Step 1: Select SSW18x8 V allow = 1,375 lbs. > 650 lbs. OK Use SSW18x8 over SSW18x9-STK STACKED STEEL STRONG-WALL FIRST-STORY WALL DRIFT EQUATION APPLIED LOADS D = h2 x (2Vh + 3Mtop ) K D = Deflection at top of the First-Story Steel Strong-Wall in a stacked installation (inches) M top = Overturning Moment from upper wall applied at top of First-Story Steel Strong-Wall (foot-pounds) V = Total Shear to the Steel Strong-Wall (pounds) h = First Story Steel Strong-Wall height (feet) K = Deflection factor for each wall model, per table below: Wall Model Deflection Factor, K Example Drift Calculation SSW18x9-STK h = 9 ft. K = 8,890,000 M top = 900 lbs. x (8 ft.) = 7,200 ft-lbs. V total = 900 lbs lbs. = 1,00 lbs. D = [(9) 2 / 8,890,000] x [2 x 1,00 lbs. x 9 ft + 3 x 7,200 ft-lbs.] D = 0.26 inches 900 lbs. 500 lbs. 8 ft. 12" floor 9 ft. SSW15x,620,000 SSW18x 8,890,000 SSW21x 1,200,000 SSW2x 21,060,000 32

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