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Home My WebLink AboutLA167336 Plan RevisionHelical pier was not able to be driven due to obstruction, beam between decks installed as (3)2x10 and ok to hanger (2)2x10 from beam and eliminate footing. DM 7-16-19 (3)2x10 installed Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3773 @ 7'7013 (5.50")Passed (54%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1440 @ 6'3238 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-2492 @ 7'3743 Passed (67%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.035 @ 3' 5 11/16"0.222 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.041 @ 3' 5 1/16"0.333 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 13' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 7" o/c unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"276 1169/-143 1445/- 143 Blocking 2 - Stud wall - SPF 5.50"5.50"2.96"801 2972 3773 Blocking 3 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"278 1197 1475 See note ¹ Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 3 - Face Mount Hanger LUS210-2 2.00"N/A 8-10d 6-10d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 13' 6 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 14' (Front)9'10.0 40.0 Floor Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, Floor: Drop Beam 2 piece(s) 2 x 10 Southern Pine No. 1 ForteWEB Software Operator Job Notes 7/16/2019 3:27:19 PM UTCDavid Mathews City of Lakeville (952) 985-4442 dmathews@lakevillemn.gov ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Quick Check Page 1 / 1 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1674 @ 14' 1 3/4"2869 (1.50")Passed (58%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1619 @ 13' 3"4856 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3491 @ 10' 10 3/8"5615 Passed (62%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.186 @ 7' 8 3/8"0.351 Passed (L/905)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.250 @ 7' 7 13/16"0.701 Passed (L/674)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 1" o/c unless detailed otherwise. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.00"1.75"1.50"188 469 657 1 1/4" Rim Board 2 - Stud wall - SPF 2.75"1.50"1.50"381 1298 1679 1 1/4" Rim Board Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/4" to 14' 1 3/4"N/A 10.6 -- 1 - Uniform (PSF)0 to 14' 3" (Front)1'10.0 40.0 Floor 2 - Point (lb)12' (Front)N/A 278 1197 Linked from: Floor: Drop Beam, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, Floor: Flush Beam 3 piece(s) 2 x 10 Southern Pine No. 1 ForteWEB Software Operator Job Notes 7/16/2019 3:29:45 PM UTCDavid Mathews City of Lakeville (952) 985-4442 dmathews@lakevillemn.gov ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Quick Check Page 1 / 1