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HomeMy WebLinkAboutBLD2021-00042 - 07 STRUCTURAL CALCULATIONSCALCULATION PACKAGE September 18, 2020 Estes Builders LaPlume Residence Port Townsend, WA MULHERN & KULP STRUCTURAL ENGINEERING, INC. Prepared By: Riley J. Denis Staff Engineer Nicholas J. Martignetti, P.E.Associate Owner + San Diego Office Director Signature, Seal & Date 0 . 4 2 K L F 0 . 5 3 K L F 0 . 4 2 K L F 6 . 7 2 K 6 . 3 6 K 6 . 7 2 Estes Builders LaPlume Residence Port Townsend, WA Shear Wall Calculations - Wind Reviewed By: NJM September 18, 2020 Parameters: Single Family Home Design Wind Speed: 110 MPH wind Exposure Category: C Seismic Design Category: D Code & Design Standard: 2015 IBC Ch. 1609, ASCE 7-10 Ch. 26-30 LaPlume Residence RJD Parameters:Roof Geometry:Building Geometry: Wind Speed 110 Trans. Roof Pitch 2 :12 length 111 ft Exposure Category C Long. Roof Pitch 0 :12 Width 67 ft Risk Category II Mean Roof Height, H 16.00 ft Number of stories 1 Wind Directionality Factor, Kd 0.85 Topographic Factor, Kzt 1.00 Gust Factor, G 0.85 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 9.91 0.00 kips Wall surface 0 665 0 sq ft 0.00 9.91 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 6.05 0.00 kips Wall surface 0 406 0 sq ft 0.00 15.95 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! #VALUE! #VALUE! kips Wall surface 0 0 0 sq ft #VALUE! #VALUE! #VALUE! kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! #VALUE! #VALUE! kips Wall surface 0 0 0 sq ft #VALUE! #VALUE! #VALUE! kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! #VALUE! #VALUE! kips Wall surface 0 0 0 sq ft #VALUE! #VALUE! #VALUE! kips kips Tributary Design Loads: (0.6W) Section Section A O B A O B Roof Surface 0 632 0 sq ft Story Shear 0.00 10.67 0.00 kips Wall surface 0 795 0 sq ft 0.00 10.67 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear 0.00 11.47 0.00 kips Wall surface 0 857 0 sq ft 0.00 22.10 0.00 kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! #VALUE! #VALUE! kips Wall surface 0 0 0 sq ft #VALUE! #VALUE! #VALUE! kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! #VALUE! #VALUE! kips Wall surface 0 0 0 sq ft #VALUE! #VALUE! #VALUE! kips kips Roof Surface 0 0 0 sq ft Story Shear #VALUE! #VALUE! #VALUE! kips Wall surface 0 0 0 sq ft #VALUE! #VALUE! #VALUE! kips kips ft #VALUE! ft Total Shear Total Shear #VALUE! 9 Total Shear ft 10.67 FND 9 ft Total Shear Total Shear Total Shear #VALUE! 22.10 Diaphrag m Level Floor-to- Floor Height 1 10 8 ft 8 ft ft ft ft Diaphrag m Level 1 Total Shear Total Shear FND Floor-to- Floor Height 10 9 Longitudinal Direction (Parallel to Main Ridge Line) Total Shear ft #VALUE! Wind Design Summary per ASCE 7-10 date:18-Sep-20 Project Name: M&K Project #: Engineer: Tributary Design Areas: Tributary Design Areas: 225-2009 Total Shear Transverse Direction (Perpendicular to Main Ridge Line) 9 9.91 15.95 #VALUE! #VALUE! Page 1 of 1 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 101:1st - Side Exterior Bed 3 & Bath 2 Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 24.0 ft.Qualifying Wall Length, L 18.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2700 lbs <6048 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 24.3 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 34.1 k-ft Holdown Capacity 0 lbs Shearwall 102:1st - Side Exterior Bed 2 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 700 lbs <4032 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 6.3 k-ft Hold Down Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 11.0 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 Estes Builders 225-20009 18-Sep-20 P1 - 1-side 7/16" OSB Shearwall Assembly Specification Shearwall Design Summary Page 1 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 103:1st - Side Exterior Guest Bath 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 700 lbs <4032 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 6.3 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 11.0 k-ft Holdown Capacity 0 lbs Shearwall 104:1st - Side Exterior Garage Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 18.0 ft.Qualifying Wall Length, L 18.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2000 lbs <6048 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 20.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 23.2 k-ft Holdown Capacity 0 lbs 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 P1 - 1-side 7/16" OSB Estes Builders 225-20009 18-Sep-20 No Holdown Required Shearwall Design Summary Shearwall Assembly Specification Page 2 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 105:1st - Side Exterior Garage Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 22.0 ft.Qualifying Wall Length, L 22.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2500 lbs <7392 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 25.0 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 33.0 k-ft Holdown Capacity 0 lbs Shearwall 106:1st - Side Exterior Entry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 5.5 ft.Qualifying Wall Length, L 5.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 300 lbs <1848 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 2.7 k-ft Hold Down Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 3.2 k-ft Holdown Capacity 0 lbs 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 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 Estes Builders 225-20009 18-Sep-20 Shearwall Design Summary Shearwall Assembly Specification Page 3 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 107:1st - Side Exterior Entry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 5.5 ft.Qualifying Wall Length, L 5.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 300 lbs <1848 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 2.7 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 3.2 k-ft Holdown Capacity 0 lbs Shearwall 108:1st - Side Exterior Garage & Bed 1 Shearwall Properties: Wall height, H 10.0 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 500 lbs <2688 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 5.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 300 lbs Resistive Moment 5.5 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 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 Estes Builders 225-20009 18-Sep-20 Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB Page 4 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 109:1st - Side Exterior Master Bath Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 12.5 ft.Qualifying Wall Length, L 9.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1000 lbs <3192 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 9.0 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 12.6 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 Hold-down Specification Shearwall Assembly Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED #DIV/0! Hold-down Specification No Holdown Required P0 - 1-side 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 Estes Builders 225-20009 ADEQUATE 18-Sep-20 Shearwall Design Summary Page 5 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 110:1st - Front Exterior Garage Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 9.0 ft. Wall Length, L 32.0 ft.Qualifying Wall Length, L 11.3 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1800 lbs <3807 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 18.0 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 159.0 k-ft Holdown Capacity 0 lbs Shearwall 111:1st - Front Exterior Bed 2 & Bath 2 Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 26.5 ft.Qualifying Wall Length, L 20.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 3800 lbs <6888 lbs Overturning Evaluation: Resistive DL 200 plf Overturning Moment 34.2 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 72.7 k-ft Holdown Capacity 0 lbs 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 225-20009 18-Sep-20 Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB ADEQUATE Hold-down Specification Shearwall Assembly Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked Estes Builders Page 6 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 112:1st - Front Exterior Entry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 8.0 ft. Wall Length, L 12.5 ft.Qualifying Wall Length, L 6.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1200 lbs <2058 lbs Overturning Evaluation: Resistive DL 300 plf Overturning Moment 10.8 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 25.6 k-ft Holdown Capacity 0 lbs Shearwall 113:1st - Front Exterior Guest Bath Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 7.0 ft.Qualifying Wall Length, L 7.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 500 lbs <2352 lbs Overturning Evaluation: Resistive DL 236 plf Overturning Moment 4.5 k-ft Hold Down Design Load 0 lbs DL at ends of wall 150 lbs Resistive Moment 6.1 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 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 No Holdown Required Estes Builders 225-20009 18-Sep-20 Page 7 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 114:1st - Rear Exterior Great Room Shearwall Properties: Wall height, H 12.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 5.0 ft.Qualifying Wall Length, L 5.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 400 lbs <1596 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 4.8 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 380 lbs Resistive Moment 5.3 k-ft Holdown Capacity 0 lbs Shearwall 115:1st - Rear Exterior Dining Shearwall Properties: Wall height, H 12.0 ft.Max wall opening ht, Hc 8.3 ft. Wall Length, L 22.5 ft.Qualifying Wall Length, L 4.8 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1100 lbs <1319 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 13.2 k-ft Hold Down Design Load 0 lbs DL at ends of wall 350 lbs Resistive Moment 80.0 k-ft Holdown Capacity 0 lbs fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification No Holdown Required Estes Builders Shearwall Assembly Specification P1 - 1-side 7/16" OSB No Holdown Required Shearwall Assembly Specification P1 - 1-side 7/16" OSB 225-20009 Hold-down Specification 18-Sep-20 Shearwall Design Summary Page 8 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 116:1st - Rear Exterior Master Bed & Pantry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 22.0 ft.Qualifying Wall Length, L 12.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1100 lbs <4158 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 9.9 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 73.7 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 fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED #DIV/0! Hold-down Specification No Holdown Required 18-Sep-20 Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB 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 - edges blocked ADEQUATE Estes Builders 225-20009 Page 9 Estes Builders LaPlume Residence Port Townsend, WA Shear Wall Calculations - Seismic Reviewed By: NJM September 18, 2020 Parameters: Single Family Home Design Wind Speed: 110 MPH wind Exposure Category: C Seismic Design Category: D Code & Design Standard: 2015 IBC Ch. 1609, ASCE 7-10 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 1.336 Long-Period Trans Period, TL (sec)6 Spectral Response Acceleration 1.0 sec, S1 0.541 Ht. abv base to highest level, hn 10 Occupancy Category II Calculated Values: Variables:Approximate Fundamental Period, Ta, T 0.112 Site coefficient, Fa 1.00 T0 0.121 Site coefficient, Fv 1.50 Ts 0.607 Calculated Values: Spectral Response Acceleration, Sa (g)0.851 Maximum spectral response acceleration, Sms 1.336 Maximum spectral response acceleration, Sm1 0.812 Design spectral response acceleration, Sds 0.891 Design spectral response acceleration, Sd1 0.541 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 10.0 4389 17 7.9 83 k 2 0.0 0 0 0.0 0 k 3 0.0 0 0 0.0 0 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 Total Dead Load Of Structure 83 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, C s 0.137 0.137 Base Shears:Ultimate Loads Allowable Loads Transverse Longitudinal Transverse Longitudinal 11 k 11 k k k Story Shear Calculation: Distribution exponent, 1.00 Ultimate Loads Allowable Loads Transverse Longitudinal Transverse Longitudinal LevelVert. Dist. Factor, Cvx Story Shear, F x Story Shear, F x Story Shear, F x S Story Shear Story Shear, F x S Story Shear 1 1.000 11.3 k 11.3 k 7.9 k 7.9 k 7.9 k 7.9 k 2 0.000 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 3 0.000 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 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 LaPloume Residence 18-Sep-20 Estes Builders RJD 225-20009 SEISMIC CALCULATION - ASCE 7-10 x 0.7 = 8 8 DL of ext wall tributary to level (kips) x 0.7 = Page 1 of 1 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 101:1st - Side Exterior Bed 3 & Bath 2 Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 24.0 ft.Qualifying Wall Length, L 18.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2000 lbs <4302 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 18.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 34.1 k-ft Holdown Capacity 0 lbs Shearwall 102:1st - Side Exterior Bed 2 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 530 lbs <2868 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 4.8 k-ft Hold Down Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 11.0 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 Estes Builders 225-20009 18-Sep-20 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: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 103:1st - Side Exterior Guest Bath 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 530 lbs <2868 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 4.8 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 11.0 k-ft Holdown Capacity 0 lbs Shearwall 104:1st - Side Exterior Garage Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 18.0 ft.Qualifying Wall Length, L 18.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1500 lbs <4302 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 15.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 23.2 k-ft Holdown Capacity 0 lbs P1 - 1-side 7/16" OSB Estes Builders 225-20009 18-Sep-20 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: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 105:1st - Side Exterior Garage Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 22.0 ft.Qualifying Wall Length, L 22.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1800 lbs <5258 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 18.0 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 33.0 k-ft Holdown Capacity 0 lbs Shearwall 106:1st - Side Exterior Entry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 5.5 ft.Qualifying Wall Length, L 5.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 200 lbs <1315 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 1.8 k-ft Hold Down Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 3.2 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 Estes Builders 225-20009 18-Sep-20 Shearwall Design Summary Shearwall Assembly Specification 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 No Holdown Required Page 3 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 107:1st - Side Exterior Entry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 5.5 ft.Qualifying Wall Length, L 5.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 200 lbs <1315 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 1.8 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 330 lbs Resistive Moment 3.2 k-ft Holdown Capacity 0 lbs Shearwall 108:1st - Side Exterior Garage & Bed 1 Shearwall Properties: Wall height, H 10.0 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 400 lbs <1912 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 4.0 k-ft Hold Down Design Load 0 lbs DL at ends of wall 300 lbs Resistive Moment 5.5 k-ft Holdown Capacity 0 lbs ADEQUATE Estes Builders 225-20009 18-Sep-20 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 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 Hold-down Specification No Holdown Required Page 4 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 109:1st - Side Exterior Master Bath Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 12.5 ft.Qualifying Wall Length, L 9.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 740 lbs <2271 lbs Overturning Evaluation: Resistive DL 115 plf Overturning Moment 6.7 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 12.6 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 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 Estes Builders 225-20009 ADEQUATE 18-Sep-20 Hold-down Specification Shearwall Assembly Specification fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - UNBLOCKED #DIV/0! Hold-down Specification No Holdown Required P0 - 1-side 7/16" OSB No Holdown Required Page 5 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 110:1st - Front Exterior Garage Shearwall Properties: Wall height, H 10.0 ft.Max wall opening ht, Hc 9.0 ft. Wall Length, L 32.0 ft.Qualifying Wall Length, L 11.3 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 1600 lbs <2708 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 16.0 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 159.0 k-ft Holdown Capacity 0 lbs Shearwall 111:1st - Front Exterior Bed 2 & Bath 2 Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 26.5 ft.Qualifying Wall Length, L 20.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 2840 lbs <4900 lbs Overturning Evaluation: Resistive DL 200 plf Overturning Moment 25.6 k-ft Hold Down Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 72.7 k-ft Holdown Capacity 0 lbs fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked Estes Builders fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked 225-20009 18-Sep-20 Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB ADEQUATE Hold-down Specification Shearwall Assembly Specification P1 - 1-side 7/16" OSB No Holdown Required ADEQUATE Hold-down Specification No Holdown Required Page 6 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 112:1st - Front Exterior Entry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 8.0 ft. Wall Length, L 12.5 ft.Qualifying Wall Length, L 6.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 960 lbs <1464 lbs Overturning Evaluation: Resistive DL 300 plf Overturning Moment 8.6 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 400 lbs Resistive Moment 25.6 k-ft Holdown Capacity 0 lbs Shearwall 113:1st - Front Exterior Guest Bath Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 7.0 ft.Qualifying Wall Length, L 7.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 400 lbs <1673 lbs Overturning Evaluation: Resistive DL 236 plf Overturning Moment 3.6 k-ft Hold Down Design Load 0 lbs DL at ends of wall 150 lbs Resistive Moment 6.1 k-ft Holdown Capacity 0 lbs No Holdown Required Estes Builders 225-20009 18-Sep-20 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 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 Page 7 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 114:1st - Rear Exterior Great Room Shearwall Properties: Wall height, H 12.0 ft.Max wall opening ht, Hc 0.0 ft. Wall Length, L 5.0 ft.Qualifying Wall Length, L 5.0 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 300 lbs <1135 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 3.6 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 380 lbs Resistive Moment 5.3 k-ft Holdown Capacity 0 lbs Shearwall 115:1st - Rear Exterior Dining Shearwall Properties: Wall height, H 12.0 ft.Max wall opening ht, Hc 8.3 ft. Wall Length, L 22.5 ft.Qualifying Wall Length, L 4.8 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 900 lbs <938 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 10.8 k-ft Hold Down Design Load 0 lbs DL at ends of wall 350 lbs Resistive Moment 80.0 k-ft Holdown Capacity 0 lbs 225-20009 Hold-down Specification 18-Sep-20 Shearwall Design Summary Estes Builders Shearwall Assembly Specification P1 - 1-side 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 ADEQUATE fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Hold-down Specification No Holdown Required Page 8 Project Name: LaPlume Residence M&K Project #: Engineer:RJD Date: Shearwall 116:1st - Rear Exterior Master Bed & Pantry Shearwall Properties: Wall height, H 9.0 ft.Max wall opening ht, Hc 6.0 ft. Wall Length, L 22.0 ft.Qualifying Wall Length, L 12.5 ft.Shearwall Assembly P1 Capacity Evaluation: Total Shear load on Wall Allowable Shearwall Capacity 900 lbs <2958 lbs Overturning Evaluation: Resistive DL 320 plf Overturning Moment 8.1 k-ft Uplift Connector Design Load 0 lbs DL at ends of wall 200 lbs Resistive Moment 73.7 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 fastened w/ 8d nails at 6"o.c. panel edges & 12"o.c. panel field - edges blocked ADEQUATE Estes Builders 225-20009 18-Sep-20 Shearwall Design Summary Shearwall Assembly Specification P1 - 1-side 7/16" OSB 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 9