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REVIEWED-BLD2022-1742+Structural_Calculations+12.21.2022_11.41.41_AM+3280411REVIEWED........... RECEIVED gLD2022-1742 BY Dec 29 2022 CITY OF EDMONDS C1Tv OF EDMONDS BUILDING DEPARTMENT DEVELOPMENTSERVICES DEPARTMENT ................................................ STRUCTURAL CALCULATIONS TSEHAY RESIDENCE AFH CONVERSION 8907 192nd St SW Edmonds, Washington PROJECT NO.: 22-220 DATE: December 5, 2022 A�v)\A ENGINEERING AM ENGINEERING PLLC 4311 11th Avenue NE, Suite 500 Seattle WA 98105 Phone: 206.501.5149 Email: asrade@amengineering.works 12/5/2022 �E ME�rG� Q,S OV waS44 �G e,�w G� L "O\ 46161 ��iC�GISTER� �SSIDNAL�� DESIGN LOADS ROOF SNOW 25 PSF ROOF DL 12 PSF FLOOR LL 40 PSF FLOOR DL 15 PSF DECK LL 60 PSF DECK DL 12 PSF SOIL BEARING 1500 PSF (ASSUMED) CARPFNTRY POST - 6X, 8X DOUG-FIR #1, Fb = 1200 PSI FRAMING - 2X, 4X HEM -FIR #2, Fb = 850 PSI GLU-LAM 24F-V4 LSL Fb = 2325 PSI, E = 1.55E6 1 DN I I I I I I I I I I I I I I I I I I I 2X ROOF RAFTERS _(E)NOR _BM_ TYP- -------- E 2x ROOF RAFTERS E 2x ROOF KEEP (E) POST, T0� VERIFY PROVIDE (N) RIDGE BEAM WHERE LOAD BEARING WALL TO BE REMOVED, CONTRACTOR TO VERIFY 'An!, (N) ILLCONTRACTOR HGR (N) LSSR410Z HGR i II II II II II II II II II RS E 2x ROOF RAFTERS 7 II II LOPING (N) GL AY g RBi IUI 2x ROOF RAFTERS III 3Yx9 I 3� (N) HUC0410 c�0 HGR _ I I 0 I r = I I (E) ROOF TRUSSES Fr ------- L-----J ILL r� III I:I I II II I I IL _ MI I I�-gyp II II I II ----- II II, ---- r _ --Ji F F- - - - - � - - - - ----- I SKYLIGHTI (E) UP Im L� li -------- w (E) ROOF TRUSSES�-- E 2x ROOF RAFTERS L I II I I L L----- L� --� I ----- II I I -�� II _ I I L I L TiT I I I I I II I I II I I II I I I I I If o II I I I I ----- - - - - - - - - - (E) ROOF ACCESS HATCH r I L I I LSL - p �I (E) ROOF TRUSSES I I uF- I� II I n E BEAM I I I I I I I E BEAM I I I I I I �I - (E) 2x ROOF (E) 2x ROOF RAFTERS RAFTERS DECK BELOW SKYLIGHT ROOF FRAMING PLAN 2 -iAI FORTE YY EB MEMBER REPORT PASSED Roof, Roof Beam RBI 1 piece(s) 3 1/2" x 9" 24F-V8 DF Glulam Overall Length: 15 1 t 1d 6 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1398 @ 3 1/2" 3413 (1.50") Passed (41%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1337 @ 1' 1/2" 6400 Passed (21%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 7543 @ 7' 10868 Passed (69%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl.(in) 0.426 @ 7'5 15/16" 0.731 Passed (L/412) 1.0 D + 1.0 S (All Spans) Total Load Defl.(in) 0.651 @ 7'5 15/16" 1 0.975 1 Passed (L/270) 1 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 14' 7 1/2". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Hanger on 9" HF beam 3.50" Hanger' 1.50" 498 922 1420 See note' 2 - Stud wall - HF 3.50" 3.50" 1 1.50" 457 833 1290 Blocking • 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. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 14' 10" o/c Bottom Edge (Lu) 14' 10" o/c -Maximum allowable bracing intervals based on applied load. System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1- Face Mount Hanger LSSR41OZ 1.88" N/A 22-16dx2.5 18-16dx2.5 • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Loads , Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 3 1/2" to 15' 1" N/A 7.7 -- 1 - Uniform (PSF) 0 to 15' 1" (Front) 2' 12.0 25.0 Default Load 2 - Point (lb) 7' (Front) N/A 480 1000 Weyerhaeuser Notes 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 3 asrade@gmail.com 11/9/2022 3:09:50 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAIFORTEWEB MEMBER REPORT Roof, Roof Beam RB2 1 piece(s) 4 x 10 HF No.2 PASSED a 0 Overall Length: 9' 1' 8' 2" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1886 @ 4" 7796 (5.50") Passed (24%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1375 @ 1' 2 3/4" 3723 Passed (37%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3677 @ 4' 6 1/2" 4879 Passed (75%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl.(in) 0.103 @ 4'6 1/2" 0.421 Passed (L/976) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 1 0.156 @ 4' 6 1/2" 0.561 Passed (L/647) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Column - HF 5.50" 5.50" 1.50" 637 1249 1886 None 2 - Column - HF 5.50" 5.50" 1 1.50" 637 1249 1886 Blocking • NOCKmg Naneis are assumeo to carry no ioaas appnea airecay anove tnem ano the run ioao is appnea to the member Deing oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 1" o/c Bottom Edge (Lu) 9' 1" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 9' 1" N/A 8.2 1 - Uniform (PSF) 0 to 9' 1" (Front) 11' 12.0 25.0 Default Load System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 4 asrade@gmail.com 12/3/2022 2:04:25 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAI FORTE YY EB MEMBER REPORT PASSED Roof, Roof Beam RB3 1 piece(s) 3 1/2" x 9" 24F-V8 DF Glulam Overall Length: 12' 8' 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1351 @ 12' 2 1/2" 3413 (1.50") Passed (40%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2173 @ 1' 2 1/2" 6400 Passed (34%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 8163 @ 4' 3" 10868 Passed (75%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.297 @ 5' 10 1/16" 0.594 Passed (L/480) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.448 @ 5' 10 1/8" 1 0.792 1 Passed (L/318) 1 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 11' 10 1/2". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Column - HF 5.50" 5.50" 1.50" 768 1503 2271 Blocking 2 - Hanger on 9" HF beam 5.50" Hangers 1 1.50" 479 905 1385 See note s • 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. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 3" o/c Bottom Edge (Lu) 12' 3" o/c -Maximum allowable bracing intervals based on applied load. System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS410 2.00" N/A 8-10d 6-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Loads , Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 12' 2 1/2" N/A 7.7 -- 1 - Uniform (PSF) 0 to 12' 8" (Front) 2' 12.0 25.0 Default Load 2 - Point (lb) 4' 3" (Front) N/A 850 1775 Weyerhaeuser Notes 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 5 asrade@gmail.com 11/9/2022 4:00:51 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 I IIIIF —I-111 III III IIII—I r f:F=:aJ III (N) OUTSIDE PATIO IIII III L i � � I III (E) DECK STAIR III III IH---III III ® IIII -- N 4x8 E HDR BM TYR I I I II II II I I I I I II II I I I I eo`��a � eo5�a I I c E BEAM EI BEAM (OBEAM, CONTRACTOR — — — — — ------ TO VERIFY III mll E 2x FLOOR JOISTS, TYP A T n (E) FIREPLACE ® L------ ------ ® I ® II ------ ® II I I I JI L I J I IIII II IIIIII (E) DECK STAIR uu n Lf- I �----- I ------ FRAME -IN STAIR OPENING & LANDING AREA �T— — — — — — — --�—�1 E BEAM 5/S1.1 J .1 77 —�I J II — N GL M0 - (N) SPIRAL STAIRCASE RL (N) LU148 1 B3 BY OTHERS G«� C7J IF „ HB4 ( 3Yx8 , FB4 (N) LUS48 OPEN FLOOR JOISTS AS SHOWN TO ACCOMMODATE (N) LUS48 EA END (N) STAIR II I I I I 1 II II I I I I I I II II II II III E, E 2x FLOOR JOISTS, TYP HB2 II I N 4x8 Ij I I+ I I NOTES. 1. SEE ARCH FOR DIMENSIONS. 2. SEE SHEET S1,1 FOR DETAILS 3. WALLS BELOW FRAMING ARE 4. WALLS ABOVE FRAMING ARE 5. SEE ARCH FOR EXTENT OF R UPPER FLOOR FRYING PLAN -iAI FORTE YY EB MEMBER REPORT PASSED Upper Floor, Floor: Joist FJ1 1 piece(s) 2 x 10 HF No.2 @ 16" OC Overall Length: 1= - i L 12 1I 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 443 @ 12' 3 1/2" 911 (1.50") Passed (49%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 387 @ 11' 6 1/4" 1388 Passed (28%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1338 @ 6' 3" 1917 Passed (70%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl.(in) 0.199 @ 6'3" 0.302 Passed (L/729) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.273 @ 6' 3" 0.604 1 Passed (L/530) 1.0 D + 1.0 L (All Spans) TJ-Pro'"" Rating N/A N/A I N/A N/A • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.50" 125 333 458 1 1/4" Rim Board 2 - Hanger on 9 1/4" HF beam 3.50" Hangers 1 1.50" 127 338 464 See note s • Rim Board is assumed to carry all loads applied directly above it, bypassing 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. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 11" o/c Bottom Edge (Lu) 12' 2" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : Aso Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2- Face Mount Hanger LU28 1.50" N/A 8-10dx1.5 6-10dx1.5 • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 12' 7" 16' 15.0 40.0 Default Load Weyerhaeuser Notes 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 7 asrade@gmail.com 11/10/2022 2:20:52 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAIFORTEWEB MEMBER REPORT Upper Floor, Floor Beam FB1 2 piece(s) 2 x 6 HF No.2 PASSED 0 Overall Length: ? - 3' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1338 @ 2" 4253 (3.50") Passed (31%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 778 @ 9" 1650 Passed (47%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 986 @ 1' 9 1/2" 1393 Passed (71%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.025 @ 1' 9 1/2" 0.108 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.035 @ 1' 9 1/2" 0.162 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 3.50" 1.50" 370 968 1338 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1 1.50" 370 968 1338 Blocking • NOCKmg Naneis are assumeo to carry no ioaas appnea airecay anove tnem ano the run ioao is appnea to the member Deing oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) T 7" o/c Bottom Edge (Lu) 3' 7" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 3' 7" N/A 4.2 1 - Uniform (PSF) 0 to 3' 7" (Front) 13' 6" 15.0 40.0 Default Load System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 8 asrade@gmail.com 11/14/2022 4:43:19 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAIFORTEWEB MEMBER REPORT Upper Floor, Floor Beam FB3 1 piece(s) 4 x 10 HF No.2 PASSED Overall Lengih:4' 10' IL J L 4' 3" 1 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 836 @ 3 1/2" 2126 (1.50") Passed (39%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 532 @ 1' 3/4" 3238 Passed (16%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 888 @ 2' 5" 4242 Passed (21%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.007 @ 2' 5" 0.142 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 1 0.010 @ 2' 5" 0.213 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Hanger on 9 1/4" HF beam 3.50" Hanger' 1.50" 271 677 948 See note 1 2 - Hanger on 9 1/4" HF beam 3.50" Hanger' 1 1.50" 271 677 948 See note' • At nanger supports, the I otal bearing dimension is equal to the wiotn or the material tnat is supporting the ranger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 3" o/c Bottom Edge (Lu) 4' 3" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1- Face Mount Hanger LUS48 2.00" N/A 6-10d 4-10d 2 - Face Mount Hanger LUS48 2.00" N/A 6-10d 4-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 3 1/2" to 4' 6 1/2" N/A 8.2 1 - Uniform (PSF) 0 to 4' 10" (Front) 5' 15.0 40.0 Default Load 2 - Uniform (PSF) 0 to 4' 10" (Front) 2' 15.0 40.0 Default Load 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 9 asrade@gmail.com 11/10/2022 2:56:26 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAI FORTE YY EB MEMBER REPORT PASSED Upper Floor, Floor Beam FB4 1 piece(s) 3 1/2" x 9" 24F-V8 DF Glulam Overall Length: I- - IL L 14' I 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 868 @ 3 1/2" 3413 (1.50") Passed (25%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1153 @ 13' 6 1/2" 5565 Passed (21%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 4614 @ 10' 9450 Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.272 @ 78 1/2" 0.471 Passed (L/623) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.396 @ 7' 8 5/16" 1 0.706 1 Passed (L/428) 1 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 14' 1 1/2". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Hanger on 9" HF beam 3.50" Hanger' 1.50" 286 604 890 See note' 2 - Column - HF 3.50" 3.50" 1 1.50" 386 851 1237 None • 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. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 14' 4" o/c Bottom Edge (Lu) 14' 4" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1- Face Mount Hanger LUS48 2.00" N/A 6-10d 4-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 3 1/2" to 14' 7" N/A 7.7 1 - Uniform (PSF) 0 to 14' 7" (Front) 1' 4" 15.0 40.0 Default Load Linked from: Floor 2 - Point (lb) 10' (Front) N/A 271 677 Beam FB3, Support 1 Notes 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 asrade@gmail.com 11/10/2022 3:17:18 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAI FORTE YY EB MEMBER REPORT PASSED Upper Floor, Header Beam HB1 1 piece(s) 3 1/2" x 7 1/2" 24F-V8 DF Glulam Overall Length: ? - 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 4475 @ 3' 5" 7963 (3.50") Passed (56%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 3738 @ 2' 8" 4638 Passed (81%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 5343 @ 2' 6563 Passed (81%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.026 @ 1' 9 11/16" 0.108 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.038 @ 1' 9 11/16" 1 0.162 1 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 3' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Column - HF 3.50" 3.50" 1.66" 1156 2629 423 3785 Blocking 2 - Column - HF 3.50" 3.50" 1 1.97" 1378 3097 547 4475 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 7" o/c Bottom Edge (Lu) 3' 7" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 3' 7" N/A 6.4 1 - Uniform (PSF) 0 to 3' 7" (Front) 14' 6" 15.0 40.0 Default Load 2 - Point (lb) 2' (Front) N/A 375 1000 3 - Point (lb) 2' (Top) N/A 1356 2648 970 Linked from: Floor Beam FB2, Support 2 System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Weyerhaeuser Notes 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 1 1 asrade@gmail.com 12/3/2022 2:28:23 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAI FORTE YY EB MEMBER REPORT PASSED Upper Floor, Header Beam HB2 1 piece(s) 4 x 8 HF No.2 Overall Length: 6' 6' 6' Ivl All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ❑2 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 736 @ 1 1/2" 4253 (3.00") Passed (17%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 542 @ 10 1/4" 2538 Passed (21%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1106 @ 3' 3" 2823 Passed (39%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.038 @ T 3" 0.208 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.054 @ T 3" 0.313 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 216 520 736 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 216 520 736 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 66" o/c Bottom Edge (Lu) 66" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 6' 6" N/A 6.4 1 - Uniform (PSF) 0 to 6' 6" (Front) 4' 15.0 40.0 Default Load System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Weyerhaeuser Notes 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 12 asrade@gmail.com 11/10/2022 3:10:24 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAI FORTE YY EB MEMBER REPORT PASSED Upper Floor, Header Beam HB3 1 piece(s) 4 x 8 HF No.2 Overall Length: 6' 6' 6' Ivl All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ❑2 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1118 @ 1 1/2" 4253 (3.00") Passed (26%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 824 @ 10 1/4" 2538 Passed (32%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1679 @ 3' 3" 2823 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.064 @ T 3" 0.208 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.082 @ 3' 3" 0.313 Passed (L/918) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 240 878 1118 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 240 878 1118 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 66" o/c Bottom Edge (Lu) 66" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 6' 6" N/A 6.4 1 - Uniform (PSF) 0 to 6' 6" (Front) 4' 6" 15.0 60.0 Default Load System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Weyerhaeuser Notes 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 13 asrade@gmail.com 11/10/2022 3:11:36 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1 -iAI FORTE YY EB MEMBER REPORT PASSED Upper Floor, Header Beam HB4 1 piece(s) 4 x 8 HF No.2 Overall Length: 3 6' 5' Ivl All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ❑2 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1611 @ 1 1/2" 4253 (3.00") Passed (38%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1346 @ 10 1/4" 2538 Passed (53%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1864 @ P 6" 2823 Passed (66%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.040 @ 2' 7 5/8" 0.175 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.063 @ 2' 7 9/16" 1 0.262 1 Passed (L/995) 1 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 583 958 413 1611 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 399 553 413 1123 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 6" o/c Bottom Edge (Lu) 5' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 5' 6" N/A 6.4 1 - Uniform (PSF) 0 to 5' 6" (Top) 2' 15.0 60.0 Default Load 2 - Point (lb) 1' 6" (Top) N/A 386 851 Linked from: Floor Beam FB4, Support 2 3 - Uniform (PSF) 0 to 5' 6" (Top) 6' 12.0 - 25.0 Default Load System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 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 ForteWEB Software Operator Job Notes Asrade Mengstu AME (206) 501-5149 14 asrade@gmail.com 11/10/2022 3:20:42 AM UTC ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.3.0 Weyerhaeuser File Name: 22-220 Tsehay AFH Remodel Page 1 / 1