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Home My WebLink AboutCA_Hardie SP_Structural_Calculations_221209_v1 CALCULATION PACKAGE December 2, 2022 Hardie Duplex Renton, WA MULHERN & KULP STRUCTURAL ENGINEERING, INC. Prepared By: Matthew C. Hartenstein, E.I.T. Staff Engineer Nicholas J. Martignetti, P.E. Associate Owner + San Diego Office Director Signature, Seal & Date Omnia Homes Hardie Duplex Renton, WA Shear Wall Calculations - Wind Reviewed By: NJM November 18, 2022 Parameters: Single Family Home Design Wind Speed: 100 MPH wind Exposure Category: B Seismic Design Category: D Code & Design Standard: 2018 IBC Ch. 1609, ASCE 7-16 Ch. 26-30 Hardie Duplex MCH Parameters:Roof Geometry:Building Geometry: Wind Speed 100 Trans. Roof Pitch 0.0 :12 length 46 ft Exposure Category B Long. Roof Pitch 0.0 :12 Width 18 ft Risk Category II Mean Roof Height, H 30.00 ft Number of stories 3 Wind Directionality Factor, Kd 0.85 Topographic Factor, Kzt 1.00 Gust Factor, G 0.85 Ground Elev. Above Sea Level [ft] 0 Design Type ASD 0.60 Tributary Design Loads: (0.6W) Section Section A O B A O B Roof Surface 0 0 0 sq ft Story Shear 0.00 5.17 0.00 kips Wall surface 0 518 0 sq ft 0.00 5.17 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 6.15 0.00 kips Wall surface 0 641 0 sq ft 0.00 11.16 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 2.65 0.00 kips Wall surface 0 276 0 sq ft 0.00 13.78 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 0.00 0.00 kips Wall surface 0 0 0 sq ft 0.00 13.78 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! ####### ####### kips Wall surface 0 0 0 sq ft #VALUE! ####### ####### kips kips Tributary Design Loads: (0.6W) Section Section A O B A O B Roof Surface 0 0 0 sq ft Story Shear 0.00 1.27 0.00 kips Wall surface 0 132 0 sq ft 0.00 1.27 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 1.91 0.00 kips Wall surface 0 199 0 sq ft 0.00 3.18 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 1.84 0.00 kips Wall surface 0 192 0 sq ft 0.00 5.02 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 0.00 0.00 kips Wall surface 0 0 0 sq ft 0.00 5.02 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! ####### ####### kips Wall surface 0 0 0 sq ft #VALUE! ####### ####### kips kips Total Shear #VALUE! ft Total Shear 3.18 ft ft 1.27 ft Total Shear 5.02 9 Total Shear 5.02 Diaphragm Level Floor-to- Floor Height 3 9 1 9 FND 2 10 ft Total Shear Tributary Design Areas: #VALUE! Diaphragm Level 3 Total Shear Total Shear 2 9 10 91 ft ft Total Shear ft ft Wind Design Summary per ASCE 7-16 date:17-Nov-22 Project Name: M&K Project #: Engineer: Tributary Design Areas: 01B-22074 Total Shear Transverse Direction (Perpendicular to Main Ridge Line) 9 5.17 11.16 13.78 13.78 Longitudinal Direction (Parallel to Main Ridge Line) Total Shear ft FND Floor-to- Floor Height Page 1 of 1 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 301:3rd - M. Suite/Bath 1 Side Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 8.0 ft. Wall Length, L 24.8 ft.Qualifying Wall Length, L 18.3 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 325 lbs <6015 lbs Overturning Evaluation: Resistive DL 193 plf Overturning Moment 2.9 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 58.0 k-ft Holdown Capacity 0 lbs Shearwall 302:3rd - Bath 2/WIC Side Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 4.0 ft. Wall Length, L 17.2 ft.Qualifying Wall Length, L 15.2 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 325 lbs <5094 lbs Overturning Evaluation: Resistive DL 193 plf Overturning Moment 2.9 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 28.7 k-ft Holdown Capacity 0 lbs ADEQUATE Hold-down Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked Omnia Homes 01B-22074 18-Nov-22 P1 - 1-side 7/16" OSB Shearwall Assembly Specification Shearwall Design Summary fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked No Holdown Required ADEQUATE Hold-down Specification Shearwall Assembly Specification P1 - 1-side 7/16" OSB No Holdown Required Page 1 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 303:3rd - WIC/Bed 3 Rear Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 16.9 ft.Qualifying Wall Length, L 10.9 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1550 lbs <3607 lbs Overturning Evaluation: Resistive DL 130 plf Overturning Moment 14.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 700 lbs Resistive Moment 27.4 k-ft Holdown Capacity 0 lbs Shearwall 304:3rd - Interior Partition Wall (X2) Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 8.0 ft.Qualifying Wall Length, L 8.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 325 lbs <2686 lbs Overturning Evaluation: Resistive DL 213 plf Overturning Moment 2.9 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 7.6 k-ft Holdown Capacity 0 lbs P1 - 1-side 7/16" OSB Omnia Homes 01B-22074 18-Nov-22 No Holdown Required Shearwall Design Summary Shearwall Assembly Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification Shearwall Assembly Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification No Holdown Required P1 - 1-side 7/16" OSB Page 2 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 305:3rd - M. Suite Front Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 7.0 ft. Wall Length, L 17.4 ft.Qualifying Wall Length, L 5.4 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1550 lbs <1679 lbs Overturning Evaluation: Resistive DL 130 plf Overturning Moment 14.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 210 lbs Resistive Moment 21.0 k-ft Holdown Capacity 0 lbs Shearwall xxx: - Not Used Shearwall Properties: Wall height, H 0.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 0.0 ft.Qualifying Wall Length, L 0.0 ft.Shearwall Assembly P0 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 0 lbs #####DIV/0!lbs Overturning Evaluation: Resistive DL 0 plf Overturning Moment #DIV/0!k-ft Hold Down Design Load 0 lbs DL at ends of wall 0 lbs Resistive Moment 0.0 k-ft Holdown Capacity 0 lbs P1 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Omnia Homes 01B-22074 18-Nov-22 Shearwall Design Summary Shearwall Assembly Specification Hold-down Specification Shearwall Assembly Specification P0 - 1-side 7/16" OSB No Holdown Required fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED #DIV/0! Hold-down Specification No Holdown Required Page 3 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 201:2nd - Stairs/Kitchen Side Wall Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 32.0 ft.Qualifying Wall Length, L 23.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1600 lbs <7849 lbs Overturning Evaluation: Resistive DL 276 plf Overturning Moment 16.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 300 lbs Resistive Moment 135.8 k-ft Holdown Capacity 0 lbs Shearwall 202:2nd - Kitchen Rear Wall Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 4.5 ft. Wall Length, L 13.1 ft.Qualifying Wall Length, L 8.1 ft.Shearwall Assembly P3 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 3350 lbs <5092 lbs Overturning Evaluation: Resistive DL 250 plf Overturning Moment 44.3 k-ft Hold Down Design Load 0 lbs DL at ends of wall 2310 lbs Resistive Moment 46.4 k-ft Holdown Capacity 0 lbs Omnia Homes 01B-22074 18-Nov-22 Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification Shearwall Assembly Specification P3 - 1-side 7/16" OSB No Holdown Required fastened w/ 8d nails at 3"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification No Holdown Required Page 4 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 203:2nd - Interior Partition Wall (X2) Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 12.0 ft.Qualifying Wall Length, L 12.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 800 lbs <4030 lbs Overturning Evaluation: Resistive DL 396 plf Overturning Moment 12.4 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 30.0 k-ft Holdown Capacity 0 lbs Shearwall 204:2nd - Living Front Wall Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 8.0 ft. Wall Length, L 17.4 ft.Qualifying Wall Length, L 5.4 ft.Shearwall Assembly P3-BS Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 3350 lbs <5981 lbs Overturning Evaluation: Resistive DL 250 plf Overturning Moment 47.5 k-ft Hold Down Design Load 0 lbs DL at ends of wall 928 lbs Resistive Moment 48.7 k-ft Holdown Capacity 0 lbs Shearwall Assembly Specification P1 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked Omnia Homes 01B-22074 ADEQUATE 18-Nov-22 Shearwall Design Summary Hold-down Specification Shearwall Assembly Specification fastened w/ 8d nails at 3"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification No Holdown Required P3-BS - 2-sides 7/16" OSB No Holdown Required Page 5 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall xxx: - Not Used Shearwall Properties: Wall height, H 0.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 0.0 ft.Qualifying Wall Length, L 0.0 ft.Shearwall Assembly P0 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 0 lbs #####DIV/0!lbs Overturning Evaluation: Resistive DL 0 plf Overturning Moment #DIV/0!k-ft Hold Down Design Load 0 lbs DL at ends of wall 0 lbs Resistive Moment 0.0 k-ft Holdown Capacity 0 lbs Shearwall 101:1st - Interior Partition Wall (X2) Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 12.0 ft.Qualifying Wall Length, L 12.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1250 lbs <4030 lbs Overturning Evaluation: Resistive DL 579 plf Overturning Moment 23.6 k-ft Hold Down Design Load 0 lbs DL at ends of wall 600 lbs Resistive Moment 44.0 k-ft Holdown Capacity 0 lbs fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED Omnia Homes 01B-22074 18-Nov-22 Shearwall Design Summary Shearwall Assembly Specification P0 - 1-side 7/16" OSB #DIV/0! Hold-down Specification Shearwall Assembly Specification P1 - 1-side 7/16" OSB No Holdown Required ADEQUATE Hold-down Specification No Holdown Required fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked Page 6 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 102:1st - Foyer/Stairs Side Wall Shearwall Properties: Wall height, H 5.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 6.9 ft.Qualifying Wall Length, L 6.9 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1250 lbs <2307 lbs Overturning Evaluation: Resistive DL 579 plf Overturning Moment 6.3 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 14.8 k-ft Holdown Capacity 0 lbs Shearwall xxx: - Not Used Shearwall Properties: Wall height, H 0.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 0.0 ft.Qualifying Wall Length, L 0.0 ft.Shearwall Assembly P0 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 0 lbs #####DIV/0!lbs Overturning Evaluation: Resistive DL 0 plf Overturning Moment #DIV/0!k-ft Hold Down Design Load 0 lbs DL at ends of wall 0 lbs Resistive Moment 0.0 k-ft Holdown Capacity 0 lbs No Holdown Required Omnia Homes 01B-22074 18-Nov-22 Hold-down Specification Shearwall Assembly Specification Hold-down Specification No Holdown Required Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE P0 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED #DIV/0! Page 7 Omnia Homes Hardie Duplex Renton, WA Shear Wall Calculations - Seismic Reviewed By: NJM November 18, 2022 Parameters: Single Family Home Design Wind Speed: 100 MPH wind Exposure Category: B Seismic Design Category: D Code & Design Standard: 2018 IBC Ch. 1609, ASCE 7-16 Ch. 26-30 Project Name: M&K Project #: Engineer: Date: Seismic Design Category:Building period Determination: User Inputs:User Inputs: Site Class D Building period coefficient, Ct 0.020 Spectral Response Acceleration 0.2 sec, Ss 1.432 Long-Period Trans Period, TL (sec)6 Spectral Response Acceleration 1.0 sec, S1 0.488 Ht. abv base to highest level, hn 28 Occupancy Category II Calculated Values: Variables:Approximate Fundamental Period, Ta 0.243 Site coefficient, Fa 1.20 T0 0.103 Site coefficient, Fv 1.81 Ts 0.515 Calculated Values: Spectral Response Acc., Sa (g)1.146 Maximum spectral response acceleration, Sms 1.718 Maximum spectral response acceleration, Sm1 0.884 Design spectral response acceleration, Sds 1.146 Design spectral response acceleration, Sd1 0.590 Seismic Design Category (short term) D Seismic Design Category (1.0 second term) D Equivalent lateral force procedure Dead Load Calculation: Level Story Ht. (ft.)Area (ft2)Dead Load (psf)Total level DL 1 9.0 0 0 9.2 9 k 2 10.0 805 10 9.2 17 k 3 9.0 813 10 4.6 13 k 4 0.0 0 0 0.0 0 k 5 0.0 0 0 0.0 0 k 6 0.0 0 0 0.0 0 k 7 0.0 0 0 0.0 0 k 8 0.0 0 0 0.0 0 k 9 0.0 0 0 0.0 0 k 10 0.0 0 0 0.0 0 k 11 0.0 0 0 0.0 0 k 12 0.0 0 0 0.0 0 k 13 0.0 0 0 0.0 0 k 14 0.0 0 0 0.0 0 k 15 0.0 0 0 0.0 0 k 16 0.0 0 0 0.0 0 k 17 0.0 0 0 0.0 0 k 18 0.0 0 0 0.0 0 k 19 0.0 0 0 0.0 0 k 20 0.0 0 0 0.0 0 k Total Dead Load Of Structure 39 Kips Seismic Response Coefficient: Transverse Longitudinal Response modification factor, R 6.5 6.5 Occupancy Importance Factor, IE 1.00 1.00 Seismic Response Coefficient, Cs 0.176 0.176 Base Shears:Ultimate Loads Allowable Loads Transverse Longitudinal Transverse Longitudinal 7 k 7 k k k Story Shear Calculation: Distribution exponent, k 1.00 Ultimate Loads Allowable Loads Transverse Longitudinal Transverse Longitudinal Level Story Shear, F x Story Shear, F x Story Shear, F x S Story Shear Story Shear, F x S Story Shear 1 0.108 0.7 k 0.7 k 0.5 k 4.8 k 0.5 k 4.8 k 2 0.427 3.0 k 3.0 k 2.1 k 4.3 k 2.1 k 4.3 k 3 0.465 3.2 k 3.2 k 2.2 k 2.2 k 2.2 k 2.2 k 4 0.000 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 5 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 6 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 7 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 8 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 9 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 10 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 11 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 12 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 13 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 14 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 15 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 16 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 17 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 18 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 19 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 20 0.00 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k Yes Per ASCE 7-16 Section 11.4.3 the Site Class may be assumed to be D Site Class Assumption Vert. Dist. Factor, Cvx DL of ext wall trib. to level (kips) x 0.7 = 4.8 4.8 x 0.7 = SEISMIC CALCULATION - ASCE 7-16 Hardie Duplex 17-Nov-22 Omnia Homes MCH 01B-22074 Page 1 of 1 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 301:3rd - M. Suite/Bath 1 Side Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 8.0 ft. Wall Length, L 24.8 ft.Qualifying Wall Length, L 18.3 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 550 lbs <4296 lbs Overturning Evaluation: Resistive DL 193 plf Overturning Moment 5.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 58.0 k-ft Holdown Capacity 0 lbs Shearwall 302:3rd - Bath 2/WIC Side Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 4.0 ft. Wall Length, L 17.2 ft.Qualifying Wall Length, L 15.2 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 550 lbs <3639 lbs Overturning Evaluation: Resistive DL 193 plf Overturning Moment 5.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 28.7 k-ft Holdown Capacity 0 lbs No Holdown Required ADEQUATE Hold-down Specification Shearwall Assembly Specification P1 - 1-side 7/16" OSB No Holdown Required fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked Omnia Homes 01B-22074 18-Nov-22 P1 - 1-side 7/16" OSB Shearwall Assembly Specification Shearwall Design Summary Page 1 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 303:3rd - WIC/Bed 3 Rear Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 16.9 ft.Qualifying Wall Length, L 10.9 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1100 lbs <2577 lbs Overturning Evaluation: Resistive DL 130 plf Overturning Moment 9.9 k-ft Hold Down Design Load 0 lbs DL at ends of wall 700 lbs Resistive Moment 27.4 k-ft Holdown Capacity 0 lbs Shearwall 304:3rd - Interior Partition Wall (X2) Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 8.0 ft.Qualifying Wall Length, L 8.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 550 lbs <1919 lbs Overturning Evaluation: Resistive DL 213 plf Overturning Moment 5.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 7.6 k-ft Holdown Capacity 0 lbs Shearwall Assembly Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification No Holdown Required P1 - 1-side 7/16" OSB P1 - 1-side 7/16" OSB Omnia Homes 01B-22074 18-Nov-22 No Holdown Required Shearwall Design Summary Shearwall Assembly Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification Page 2 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 305:3rd - M. Suite Front Wall Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 7.0 ft. Wall Length, L 17.4 ft.Qualifying Wall Length, L 5.4 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1100 lbs <1199 lbs Overturning Evaluation: Resistive DL 130 plf Overturning Moment 9.9 k-ft Hold Down Design Load 0 lbs DL at ends of wall 210 lbs Resistive Moment 21.0 k-ft Holdown Capacity 0 lbs Shearwall xxx: - Not Used Shearwall Properties: Wall height, H 0.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 0.0 ft.Qualifying Wall Length, L 0.0 ft.Shearwall Assembly P0 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 0 lbs #####DIV/0!lbs Overturning Evaluation: Resistive DL 0 plf Overturning Moment 0.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 0 lbs Resistive Moment 0.0 k-ft Holdown Capacity 0 lbs Hold-down Specification Shearwall Assembly Specification P0 - 1-side 7/16" OSB No Holdown Required fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED #DIV/0! Hold-down Specification No Holdown Required P1 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Omnia Homes 01B-22074 18-Nov-22 Shearwall Design Summary Shearwall Assembly Specification Page 3 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 201:2nd - Stairs/Kitchen Side Wall Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 32.0 ft.Qualifying Wall Length, L 23.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2150 lbs <5607 lbs Overturning Evaluation: Resistive DL 276 plf Overturning Moment 21.5 k-ft Hold Down Design Load 0 lbs DL at ends of wall 300 lbs Resistive Moment 135.8 k-ft Holdown Capacity 0 lbs Shearwall 202:2nd - Kitchen Rear Wall Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 4.5 ft. Wall Length, L 13.1 ft.Qualifying Wall Length, L 8.1 ft.Shearwall Assembly P3 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2150 lbs <3637 lbs Overturning Evaluation: Resistive DL 250 plf Overturning Moment 32.3 k-ft Hold Down Design Load 0 lbs DL at ends of wall 2310 lbs Resistive Moment 46.4 k-ft Holdown Capacity 0 lbs Hold-down Specification No Holdown Required fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification Shearwall Assembly Specification P3 - 1-side 7/16" OSB No Holdown Required fastened w/ 8d nails at 3"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Omnia Homes 01B-22074 18-Nov-22 Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB Page 4 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 203:2nd - Interior Partition Wall (X2) Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 12.0 ft.Qualifying Wall Length, L 12.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1075 lbs <2878 lbs Overturning Evaluation: Resistive DL 396 plf Overturning Moment 18.2 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 30.0 k-ft Holdown Capacity 0 lbs Shearwall 204:2nd - Living Front Wall Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 8.0 ft. Wall Length, L 17.4 ft.Qualifying Wall Length, L 5.4 ft.Shearwall Assembly P3-BS Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2150 lbs <4272 lbs Overturning Evaluation: Resistive DL 250 plf Overturning Moment 35.5 k-ft Hold Down Design Load 0 lbs DL at ends of wall 928 lbs Resistive Moment 48.7 k-ft Holdown Capacity 0 lbs Hold-down Specification Shearwall Assembly Specification fastened w/ 8d nails at 3"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification No Holdown Required P3-BS - 2-sides 7/16" OSB No Holdown Required Shearwall Assembly Specification P1 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked Omnia Homes 01B-22074 ADEQUATE 18-Nov-22 Shearwall Design Summary Page 5 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall xxx: - Not Used Shearwall Properties: Wall height, H 0.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 0.0 ft.Qualifying Wall Length, L 0.0 ft.Shearwall Assembly P0 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 0 lbs #####DIV/0!lbs Overturning Evaluation: Resistive DL 0 plf Overturning Moment 0.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 0 lbs Resistive Moment 0.0 k-ft Holdown Capacity 0 lbs Shearwall 101:1st - Interior Partition Wall (X2) Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 12.0 ft.Qualifying Wall Length, L 12.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1200 lbs <2878 lbs Overturning Evaluation: Resistive DL 579 plf Overturning Moment 29.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 600 lbs Resistive Moment 44.0 k-ft Holdown Capacity 0 lbs #DIV/0! Hold-down Specification Shearwall Assembly Specification P1 - 1-side 7/16" OSB No Holdown Required ADEQUATE Hold-down Specification No Holdown Required fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED Omnia Homes 01B-22074 18-Nov-22 Shearwall Design Summary Shearwall Assembly Specification P0 - 1-side 7/16" OSB Page 6 Project Name: Hardie Duplex M&K Project #: Engineer:MCH Date: Shearwall 102:1st - Foyer/Stairs Side Wall Shearwall Properties: Wall height, H 5.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 6.9 ft.Qualifying Wall Length, L 6.9 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1200 lbs <1648 lbs Overturning Evaluation: Resistive DL 579 plf Overturning Moment 6.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 14.8 k-ft Holdown Capacity 0 lbs Shearwall xxx: - Not Used Shearwall Properties: Wall height, H 0.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 0.0 ft.Qualifying Wall Length, L 0.0 ft.Shearwall Assembly P0 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 0 lbs #####DIV/0!lbs Overturning Evaluation: Resistive DL 0 plf Overturning Moment #DIV/0!k-ft Hold Down Design Load 0 lbs DL at ends of wall 0 lbs Resistive Moment 0.0 k-ft Holdown Capacity 0 lbs Shearwall Assembly Specification Hold-down Specification No Holdown Required Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE P0 - 1-side 7/16" OSB fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED #DIV/0! No Holdown Required Omnia Homes 01B-22074 18-Nov-22 Hold-down Specification Page 7 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 LOWER FLOOR SCALE: 1/4" = 1'-0" 30 28 30 MECH. RM./STORAGE 4" CONC. 2-CAR TANDEM GARAGE 12'-1" X 38'-4"+ 28 STORAGE FOYER 4" CONC. PORCH 5'-0" X 9'-4" 8080 O.H. GARAGE DOOR 5' - 0"2' - 6"8' - 0"1' - 6"2' - 0"1' - 6"8' - 0"2' - 6"5' - 0" 1' - 8"10' - 6"46' - 0"4' - 0"42' - 0"7' - 6"13' - 7 1/2"20' - 10 1/2"3' - 6"1' - 8"5' - 4"38' - 4"5' - 6"12' - 1" 30 28 30 MECH. RM./STORAGE 4" CONC. 2-CAR TANDEM GARAGE 12'-1" X 38'-4"+ 28 STORAGE FOYER 4" CONC. PORCH 5'-0" X 9'-4" 8080 O.H. GARAGE DOOR38' - 4"5' - 6"36' - 0" 18' - 9"17' - 3" 12' - 1" 36' - 0" WIND 8.25 K 5.00 K 60% OF WIND LOAD TAKEN IN THIS DIRECTION SEISMIC 4.80 K 4.80 K SIM. SW #101 1.25 K 1.20 K P1 FULL HT. CONC. WALL 2.50 K 2.40 K FULL HT. CONC. WALL 4.65 K 2.40 K APA PORTAL FRAME 3.60 K 2.40 K6' 10" 27' 1" SW #102 2.50 K 2.40 K P1 PROVIDE 12' MIN. PANEL PROVIDE 12' MIN. PANEL SW #101 1.25 K 1.20 K P1 HD-1 @ BOT. OF WALL TO FND. BELOW (TYP. OF 4) 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1REF REF16 15 14 13 12 11 10 9 8 7 6 5 4 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 UP UP DN DN 16 15 14 13 12 11 10 9 8 7 6 5 4 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" WATERPROOF COV'D DECK 17'-0" X 7'-0" 10' CLG. LIVING 17'-1" X 12'-8" 10' CLG. DINING 12'-7" X 10'-0"+BUILT-INS10' CLG. KITCHEN 17'-1" X 13'-6" 8080 S.G.D. 4" CONC. PATIO 17'-7" X 6'-0" 16' - 5"3' - 8"5' - 4"3' - 8"5' - 4"4' - 5"4' - 0"3' - 4"2' - 8"6' - 2"22' - 8"10' - 0"12' - 7 1/2"3' - 0"7' - 0" 12' - 4"6' - 0"36' - 0"BUILT-INS8080 S.G.D. 17' - 7" 10' CLG. KITCHEN 17'-1" X 13'-6" 4" CONC. PATIO 17'-7" X 6'-0" WATERPROOF COV'D DECK 17'-0" X 7'-0" 10' CLG. LIVING 17'-1" X 12'-8" 10' CLG. DINING 12'-7" X 10'-0"+7' - 0"46' - 0"6' - 0"1' - 0"3' - 6"14' - 0"2' - 4"2' - 5 1/2"6' - 3"3' - 0"4' - 0"32' - 0"10' - 0"4' - 0"WIND 6.70 K 3.20 K 60% OF WIND LOAD TAKEN IN THIS DIRECTION SEISMIC 4.30 K 4.30 K SIM. SW #203 0.800 K 1.075 K P1 SW #202 3.35 K 2.15 K P3 SW #201 1.60 K 2.15 K P1 SW #204 3.35 K 2.15 K P3-BS 1700# STRAP INT. & EXT. FACE OF WALL w/ MSTC28 (2885#) PROVIDE 12' MIN. PANEL SW #203 0.800 K 1.075 K P1 PROVIDE 12' MIN. PANEL 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 DN DN THIRD FLOOR PLAN SCALE: 1/4" = 1'-0" WATERPROOF UNCOV'D DECK 17'-0" X 7'-0" 26 9' CLG. BEDRM. 3 11'-5" X 12'-8" + W.I.C. BATH 2 24 24PKT.9' CLG. BEDRM. 2 9'-10" X 12'-10"+ 26 R.& S. BATH 1 26 28 26W.I.C. R.& S. R.& S. 9' CLG. MSTR. STE. 11'-9" X 14'-6"+3' - 6"59' - 0"1' - 6"6' - 2"5' - 8"5' - 9"1' - 0"5' - 7"5' - 8"6' - 2"1' - 6"24' - 10"10' - 0"17' - 2"7' - 0"8' - 0"7' - 4"5' - 10"3' - 8"5' - 0"5' - 0"1' - 10"9' - 6"5' - 10"2' - 2"12' - 8"12' - 10"11' - 4" 11' - 5" 17' - 1"7' - 2"7' - 4"5' - 4"11' - 9" 26 26 26 LINEN18' - 0"18' - 0" WATERPROOF UNCOV'D DECK 17'-0" X 7'-0" 26 9' CLG. BEDRM. 3 11'-5" X 12'-8" + W.I.C. BATH 2 2424PKT.9' CLG. BEDRM. 2 9'-10" X 12'-10"+ 26 R.& S. BATH 1 26 28 26 W.I.C. R.& S. R.& S. 9' CLG. MSTR. STE. 11'-9" X 14'-6"+ 5' - 0"7' - 0"2' - 2"12' - 8"12' - 10"11' - 4" 9' - 10"5' - 6"11' - 5" 17' - 1"7' - 2"7' - 4"5' - 4"11' - 9" 26 26 26 LINENR.& S.R.& S.36' - 0" 17' - 0"2' - 0"17' - 0" 36' - 0" W. D. W. D. WIND 3.10 K 1.30 K 60% OF WIND LOAD TAKEN IN THIS DIRECTION SEISMIC 2.20 K 2.20 K SW #304 0.325 K 0.550 K P1 SIM. SW #301 0.325 K 0.550 K P1 SW #302 0.325 K 0.550 K P1 SW #303 1.55 K 1.10 K P1 SW #305 1.55 K 1.10 K P1 MSTC66 4804# 1700# PROVIDE 8' MIN. PANEL SW #304 0.325 K 0.550 K P1 PROVIDE 8' MIN. PANEL