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REVIEWED BLD-BLD2021-1005+Structural_Calculations+7.20.2021_12.56.08_AM+2309804RECEIVED Jul 20 2021 DEVELOPMENT SERVICES CEPARTMENT CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Table of Contents STRUCTURAL CALCULATIONS PATIO COVER REVIEWED BY CITY OF EDMONDS € BUILDING DEPARTMENT C 1 - C43 P1-P5 STRUCTURAL CALCULATIONS JOHNS RESIDENCE REMODEL EDMONDS, WA JULY 12, 2021 Project #: 21-21 Caitlin Rose Engineering, LLC :: Po Box 2381 :: Lynnwood, WA 98036 :: (425) 301— 6554 :: caitlinroseengineering.com ITRCAITLIN ROSE Project: Johns Residence Sheet#: C1 ENGINEERING, LLC Project #: 21-21 By: CRW Caitlin R. Wilhelm, PE Date: June 1, 2021 Site & Material Properties Soil Soil Bearing Pressure (minimum per IBC 1806.2) Frost Depth Concrete Compressive Strength Density - Normal Weight Reinforcing Steel, ASTM A615 Wood Solid Sawn Lumber, 4x & Smaller Solid Sawn Lumber, 6x & Larger GluLam Beams, Simple Span GluLam Beams, Cantilevered or Continuous Span I -Joists LVL LSL PSL Gravitv Loadin 1500 psf 18 in 3000 psi 150 pcf 60 ksi HF #2 DF #1 24F-V4 24F-V8 Trusjoist by Weyerhaeuser Trusjoist Microllam, 2.0E Trusjoist Timberstrand, 1.55E Trusjoist Parallam, 2.2E Roof Dead Load Floor Dead Load Roofing 1.5 psf Flooring 1.5 psf Insulation 2.0 psf Insulation 2.0 psf Ceiling 1.5 psf Ceiling 1.5 psf Sheathing 1.6 psf Sheathing 2.4 psf Structural Framing 2.8 psf Framing 1.9 psf Lights 1.0 psf Lights 1.0 psf Mechanical 1.5 psf Mechanical 1.5 psf Miscellaneous 3.1 psf Miscellaneous 3.2 psf TOTAL R.DL 15.0 psf TOTAL F.DL 15 psf Wall Dead Load Exterior Wall 10 psf Interior Wall 9 psf Live Loads Deflection Criteria Roof Live Load 20 psf Roof Total Load L/240 Floor Live Load 40 psf Roof Live Load L/360 Deck Live Load 60 psf Floor Total Load L/360 Roof Snow Load 25 psf Floor Live Load L/480 ITRCAITLIN ROSE Project: Johns Residence Sheet#: C2 ENGINEERING, LLC Project #: 21-21 By: CRW Caitlin R. Wilhelm, PE Date: June 1, 2021 Lateral Loading Wind Loading [ASCE 7-16 Ch. 28, Envelope Procedure] Risk Category Basic Wind Speed 110 mph Exposure Category C Topographic Factor 1.0 Kzt Exposure & Height Adjustment Factor 1.29 A Ps3O Ps = /\*Kzt*Ps3O (LRFD) Ps = /\*Kzt*Ps3O (ASD) Zone A 26.6 psf Zone A 34.3 psf Zone A 26.6 psf Zone B -7.0 psf Zone B -9.0 psf Zone B -7.0 psf Zone C 17.7 psf Zone C 22.8 psf Zone C 17.7 psf Zone D -3.9 psf Zone D -5.0 psf Zone D -3.9 psf Wind Load Distribution, a Min of 10% Least Horiz Dimension and 40% Mean Roof Height, but not less than 3 ft 10% of Least Horiz Dimension 4.5 ft 40% of Mean Roof Height 8 ft a 4.5 ft Zone Areas & Total Wind Loads (sq ft & lb) North/South Direction Roof Level V.ps (ASD) Floor Level V.ps (ASD) Area Zone A 31 823 38 1009 Area Zone B 0 0 0 0 Area Zone C 244 4312 360 6362 Area Zone D 177 -689 0 0 Total Area Total V.ps (ASD) 69 1833 0 0 604 10674 177 -689 4446 7371 V= 11818 EastMest Direction Not Used V.ps (ASD) Not Used V.ps (ASD) Total Area Total V.ps (ASD) Area Zone A 0 0 0 0 0 0 Area Zone B 0 0 0 0 0 0 Area Zone C 0 0 0 0 0 0 Area Zone D 0 0 0 0 0 0 0 0 V= 0 ITRCAITLIN ROSE Project: Johns Residence Sheet#: C3 ENGINEERING, LLC Project #: 21-21 By: CRW Caitlin R. Wilhelm, PE Date: June 1, 2021 Seismic Loading [ASCE 7-16 Ch 12, Equivalent Lateral Force Procedure] SDS SD1 Response Modification Factor Importance Factor, Ie Seismic Response Coefficient, Cs Cs = SDS / (R / Le) Cs —max = SD1 / T * (R / le) T=Ct*hn^x TL Cs min = 0.044 * SDS * le Controlling Cs 0.158 Seismic Weight 1.0264 0.5562333 6.5 Light -frame (wood) walls sheathed with wood structural panels rated for shear resistance 1.0 0.158 0.452 0.189 6 0.045 Level Area Dead Load Weight V.level Roof 2265 Roof Dead Load 33975 5365 Main 1578 Roof Dead Load 23670 3738 Total Seismic Weight 57645 Seismic Base Shear V.seismic = Cs * Weight 9103 Ibs [LRFD] 6502lbs [ASD] C4 OaGwEE s Johns Residence 835 Laurel Way, Edmonds, WA 98020, USA Latitude, Longitude: 47.80439380000001,-122.3683427 OSH PD Spruce St 8 0 `* rn +D 7r n 3 � CD n U' Hemlock St m Find Us Now - Car Detailing Edmonds 7 b C lG Pine St Google Pine 5t Date 6/1/2021, 11:24:04 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.283 MCER ground motion. (for 0.2 second period) S, 0.451 MCER ground motion. (for 1.0s period) SMS 1.54 Site -modified spectral acceleration value SMi null -See Section 11.4.8 Site -modified spectral acceleration value SDS 1.026 Numeric seismic design value at 0.2 second SA Sp1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second F null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.545 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.654 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.283 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.409 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 2.123 Factored deterministic acceleration value. (0.2 second) S1 RT 0.451 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.504 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1 D 0.857 Factored deterministic acceleration value. (1.0 second) PGAd 0.748 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.911 Mapped value of the risk coefficient at short periods 214th PI SW Map data ©2021 a" O R T CM MEMBER REPORT Roof Framing, Typ Roof Joist @ Living 1 piece(s) 9 1/2" TJI@ 110 @ 24" OC FQIELED Left cantilever exceeds the maximum braced cantilever length of 4'. CANTILEVER < 4'-0 OK Sloped Length: 15' 7118" I 12 4F 1 3' 101 /2" v 101 0 0 + fl All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Member Length : 15' 41/2" Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 371 @ 14' 4" 1047 (1.75") Passed (35%) 1.15 1.0 D + 1.0 S (Alt Spans) Shear (Ibs) 434 @ 4' 4" 1403 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) -687 @ 4' 1 1/4" 2156 Passed (32%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.085 @ 9' 4 5/8" 0.539 Passed (L/999+) 1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in) 0.128 @ 9' 5 9/16" 0.719 Passed (L/999+) 1.0 D + 1.0 S (Alt Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Overhang deflection criteria: LL (2L/240) and TL (2L/180). • Moment capacity over cantilever support 1 has been reduced by 25% to lessen the effects of buckling. • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Beveled Plate - DF 5.50" 5.50" 3.50" 318 402 502 1222 Blocking 2 - Hanger on 9 1/2" DF beam 5.50" Hangers 1.75" / z 149 206 258 613 See note 1, Web Stiffeners • rsiocKmg Panels are assumea to carry no ioaas appnea airecay aoove tnem ano me run ioaa is appnea to the memoer Deing aesignea. • 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. • z Required Bearing Length / Required Bearing Length with Web Stiffeners Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 6" o/c Bottom Edge (Lu) 6' 1" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso Member Pitch : 4/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LSSR1.81Z 1.88" N/A 14-10dx2.5 12-10dxl.5 Web Stiffeners • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Load Location Spacing Dead (0.90) Roof Live (non -snow: 1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 14' 9 1/2" 24" 15.0 20.0 25.0 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 6/11/2021 5:58:26 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 2 / 8 a" O R T CM MEMBER REPORT PEED Roof Framing, Ridge Beam 1 piece(s) 5 1/2" x 22 1/2" 24F-V4 DF Glulam Overall Length: 24' 1' 23' 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) 5179 @ 2" 7796 (3.50") Passed (66%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 4247 @ 2' 2" 25142 Passed (17%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 30324 @ 12' 1/2" 98309 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.190 @ 12' 1/2" 1.188 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.328 @ 12' 1/2" 1 1.583 1 Passed (L/870) 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 0.92 that was calculated using length L = 23' 9". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports IV Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Stud wall - HF 3.50" 3.50" 2.32" 2168 2408 3010 7586 Blocking 2 - Stud wall - HF 3.50" 3.50" 2.32" 2168 2408 3010 7586 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) 24' 1" o/c Bottom Edge (Lu) 24' 1" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 24' 1" N/A 30.1 1 - Uniform (PSF) 0 to 24' 1" (Front) 10' 15.0 20.0 25.0 Default Load System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso Member Pitch : 0/12 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 6/11/2021 5:58:26 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 3/8 a" O R T CM MEMBER REPORT POSED Roof Framing, Beam @ Dining Room 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length: 9' 1' 8' 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) 1880 @ 2" 7796 (3.50") Passed (24%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1397 @ P 2" 11733 Passed (12%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 3962 @ 4' 6 1/2" 23244 Passed (17%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.035 @ 4' 6 1/2" 0.438 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.057 @ 4' 6 1/2" 1 0.583 1 Passed (L/999+) 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 = 8' 9". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports IV Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Stud wall - HF 3.50" 3.50" 1.50" 745 908 1135 2788 Blocking 2 - Stud wall - HF 3.50" 3.50" 1.50" 745 908 1135 2788 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) 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) Roof Live (non -snow: 1.25) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 9' 1" N/A 14.0 1 - Uniform (PSF) 0 to 9' 1" (Front) 10' 15.0 20.0 25.0 Default Load System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso Member Pitch : 0/12 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 6/11/2021 5:58:26 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 4 / 8 a" O R T CM MEMBER REPORT PEED Floor Framing, Floor Joist @ Addition 1 piece(s) 11 7/8" TJI@ 110 @ 16" OC Overall Length: 15' 7" L 14 8' 1I ❑2 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) 564 @ 4 1/2" 1375 (3.50") Passed (41%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 538 @ 5 1/2" 1560 Passed (34%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2017 @ 79 1/2" 3160 Passed (64%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.199 @ 7' 9 1/2" 0.371 Passed (L/893) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.274 @ 7' 9 1/2" 1 0.742 1 Passed (L/649) 1.0 D + 1.0 L (All Spans) TJ-Pro'"" Rating 47 1 45 1 Passed • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProTM Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - HF 5.50" 4.25" 1.75" 156 416 572 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 4.25" 1 1.75" 156 416 572 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 11" o/c Bottom Edge (Lu) 15' 5" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 15' 7" 16" 15.0 40.0 Default Load Notes System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 6/11/2021 5:58:26 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Pages/8 a" O R T CM MEMBER REPORT PEED Floor Framing, Existing Floor Joist over Garage 1 piece(s) 2 x 10 DF No.2 @ 16" OC Overall Length: 14' 8 3/4' 13' IY 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) 494 @ 2 1/2" 1367 (2.25") Passed (36%) 1.0 D + 1.0 L (Alt Spans) Shear (Ibs) 424 @ 1' 3/4" 1665 Passed (25%) 1.00 1.0 D + 1.0 L (Alt Spans) Moment (Ft-Ibs) 1615 @ 6' 10 1/8" 2029 Passed (80%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) 0.237 @ 6' 10 5/16" 0.333 Passed (L/673) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.325 @ 6' 10 1/4" 1 0.665 1 Passed (L/492) 1 1.0 D + 1.0 L (Alt Spans) TJ-Pro'"" Rating N/A I N/A I N/A I N/A • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (2L/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 Wind Total 1 - Stud wall - HF 3.50" 2.25" 1.50" 136 366 - 502 1 1/4" Rim Board 2 - Stud wall - HF 5.25" 5.25" 1 1.50" 159 423 1 583 Blocking • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • 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) 6' 7" o/c Bottom Edge (Lu) 14' 8" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Spacing Dead (0.90) Floor Live (1.00) Wind (1.60) Comments 1 - Uniform (PSF) 0 to 14' 8 3/4" 16" 15.0 40.0 - Default Load 2 - Point (lb) 14' 8" N/A - - 1 System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso 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 -parry 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 6/11/2021 5:58:26 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 6 / 8 a" O R T CM MEMBER REPORT RMED Floor Framing, Existing Garage Header 1 piece(s) 5 1/8" x 13 1/2" 24F-V4 DF Glulam Overall Length: 16' 7" L 16 L 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) 6661 @ 2" 7623 (3.50") Passed (87%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 5523 @ P 5" 12223 Passed (45%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 26516 @ 8' 3 1/2" 31134 Passed (85%) 1.00 1.0 D + 1.0 L (All Spans) Neg Moment (Ft-Ibs) -2758 @ 8' 38399 Passed (7%) 1.60 0.6 D + 0.6 W (All Spans) Live Load Defl. (in) 0.512 @ 8' 3 1/2" 0.542 1 Passed (L/381) I - 1.0 D + 1.0 L (All Spans) Total Load DeFl. (in) 0.666 @ 8' 3 1/2" 0.813 Passed (L/293) 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 = 16' 3". • Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L = 12' 1 9/16". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on Nos. Bearing Length Loads to Supports (Ibs) Total Available Required Dead Floor Live Wind Total Supports Accessories 1- Stud wall- SPF 3.50" 3.50" 3.06" 1543 5118 -1367 6661/- Blocking 1367 2 - Stud wall - SPF 3.50" 3.50" 3.06" 1543 5118 -1272 6661/- Blocking 1272 • 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) 16' 7" o/c Bottom Edge (Lu) 16' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Wind Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.60) comments 0 - Self Weight (PLF) 0 to 16' 7" N/A 16.8 1 - Uniform (PSF) 0 to 16' 7" (Front) 5' 10.0 60.0 - Deck Load Linked from: 2 - Uniform (PLF) 0 to 16' 7" (Front) N/A 119.3 317.3 0.8 Existing Floor Joist over Garage, Support 2 3 - Point (lb) 8' (Front) N/A - - -2651 Wind RXN System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 6/11/2021 5:58:26 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 7 / 8 a" O R T CM MEMBER REPORT FUMED Floor Framing, Beam @ Ridge Beam 1 piece(s) 5 1/2" x it 7/8" 24F-V4 DF Glulam Overall Length: 1- L 13 6' L 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) 3563 @ 4" 12251 (5.50") Passed (29%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3497 @ 1' 5 3/8" 13269 Passed (26%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 17718 @ 5' 6" 29731 Passed (60%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.188 @ 6' 9 3/16" 0.458 Passed (L/879) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.350 @ 6' 9 9/16" 1 0.688 1 Passed (L/472) 1.0 D + 1.0 S (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 = 13' 9". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASO Supports IV Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Snow Total 1 - Stud wall - HF 5.50" 5.50" 1.60" 1684 577 1503 1879 5643 Blocking 2 - Stud wall - HF 5.50" 5.50" 1.50" 1145 577 905 1131 3758 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) 14' 5" o/c Bottom Edge (Lu) 14' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 14' 5" N/A 15.9 1 - Uniform (PSF) 0 to 14' 5" (Front) 2' 15.0 40.0 - - Default Load 2 -Point (lb) 5' 6" (Top) N/A 2168 - 2408 3010 Linked from: Ridge Beam, Support 2 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 6/11/2021 5:58:26 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 8 / 8 C12 CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE � I I I I I I I 4. I ` I I I I I JOHNS RESIDENCE SHEAR WALL KEY PLANS 21-21 JUNE 11, 2021 11 Illllll(IIIIIIIIIIUAIIAI BEAM LINE I I I - II � I DEMO EXIST NG WALL ❑I I t— yt -2— 1: � F1 ----------p�-p---------- _-- 2-02-0 I I 420'-4.. I I _ LINE OF BASEMENT � WALL BELOW I II I i y No I 1--------- Illy 9 LINE 01 7:11 STAIRS -� 15'-7^ MAIN L a--11" WALL 1 1 _ I I I I I % W4 ROOF OVERHANG DASHED •� s. BEAM LINE I BEAM LINE BENCH SEAT o I ti0 ♦ � I 21'-2" � C13 9 CAITLIN ROSE ENGINEERING Caitlin R. Wilhelm, PE WOOD SHEAR WALL CALCULATIONS & SUMMARY Project: Johns Residence Job #: 21-21 Subject: Shear Wall Calculations Summary CRW 2021 06 11 Wall Loading Wall Geometry Shear Wall Design OVERTURNING - Local Wall Only, Not Compounded WALL ID TYPE [FTAO/SEG] SHEAR FORCE (ASD) [0.6*W] LENGTH HEIGHT ASPECT RATIO A/R ADJ FACTOR UNIT SHEAR NAILING STRAP FORCE (FTAO ONLY) DEAD LOAD [PLF] COMPRESSION D+0.6W TENSION 0.6D+0.6W HOLDOWN HARDWARE [SIMPSON STRONG -TIE] COMPRESSION STUDS B-1 FTAO 2817 8.5 8 0.94 1.00 1038 2SW-3 2329 60 2804 2498 (2)2x6 B-2 FTAO 3092 9.33 8 0.86 1.00 1044 2SW-3 2720 60 2819 2483 (2)2x6 C-1 WSWH 1116 2 14 7.00 0.38 -- WSWH -- 60 7848 7776 -- C-2A WSWH 1116 2 8 4.00 0.75 -- WSWH -- 60 4500 4428 -- 2-1 WSWH 2955 2 14 7.00 0.38 -- WSWH -- 120 20757 20613 -- 2-2 WSWH 2955 2 14 7.00 0.38 -- WSWH -- 120 20757 20613 -- C-213 WSWH 1116 2 8 4.00 0.75 WSWH -- 60 4500 4428 C14 Project Information Code: 20181BC Date: June 1,2021 Designer: CRW Client: Blake Fisher Architecture Project: Johns Residence Wall Line: B-1 Ll(ft) Lol(ft) 1_2(ft) V Rb) L,.,aii(itl Shear Wall Calculation Variables Opening 1 Adj. Factor Method = Ll 2.00ft halA4.50 L2 2.00ft hol hw,ii 7.75 ft hbl L-11 8.50 ft Lol 1. Hold-down forces: H = Vh_,dLwa,i 3364 Ibf 2. Unit shear above + below opening First opening: val = vbl = H/(hal+hbl) = 1035 plf 3. Total boundary force above + below openings First opening: 01= val x (Lol) = 4657 Ibf 4. Corner forces F1 = Ol(Ll)/(L1+L2) = 2329 Ibf F2 = Ol(L2)/(Ll+L2) = 2329 Ibf S. Tributary length of openings Tl = (Ll*Lol)/(Ll+L2) = 2.25 ft T2 = (L2*Lol)/(Ll+L2) = 2.25 ft Wall Pier Aspect Ratio P1=hol/L1= 2.25 P2=ho2/L2= 2.25 6. Unit shear beside opening 2bs/h j. Factor 0.889 0.889 VI = (V/L)(L1+T1)/L1 = 922 plf V2 = (V/L)(T2+L2)/L2 = 922 plf Check Vl*Ll+V2*L2=V? 3689lbf OK 7. Resistance to corner forces R1=V1*L1= 1845 lbf R2=V2*L2= 1845 lbf 8. Difference corner force + resistance R1-F1= -484lbf R2-F2= -484lbf 9. Unit shear in corner zones vcl = (Rl-Fl)/Ll = -242 plf vc2 = (R2-F2)/L2 = -242 plf Check Summary of Shear Values for One Opening Line 1: vc1(hal+hbl)+V1(ho1)=H? -787 4150 3364 lbf Line 2:va1(hal+hbl)-vc1(hal+hbl)-V1(hol)=0? 3364 -787 4150 0 Line 3: vc2(hal+hbl)+V2(hol)=H? -787 4150 3364 lbf Design Summary Req. Sheathing Capacity Req. Strap Force Req. HD Force (H) Req. Shear Wall Anchorage Force N—) 1038 plf 4-Term Deflection 3-Term Deflection 4-Term Story Drift ol 3-Term Story Drift See Page 2 See Page 3 Req. Sheathing Capacity has been adjusted per the Aspect Ratio Factor in SDPWS 4.3.4.2 2329 Ibf 3364 Ibf 434 plf APA Disclaimer The informori--r fried herein rs inzeri kdfar use os o resource to and in the shear wolf desrgn bared on APA— The Engineered, Woad Assacra¢ion's mv. and knawfedge of woo-f—ed she- woir system design unfizing rhefwce transfer around openings ifTAOJ merhodology. Ne+r+rer AAA, rroria member monufocrurers, make ony worronry, expressed orimpfieQ or assume anY fegof livbirity or responsibifrrylor [he occumry, are, opphourion of, and/ar rchrencc to opinians, findings, roncfusrons, w rerammendanms included in this caical mr. Cansufr your 7orarjurisW'crian ar design pm.F- ionor to ossare comps — with code, consrnwrron, and performwxe requirements. Bemuse APA hos no —rrof oven q-bry of woranor Kp or the rondfrions under wM h engineered wood pmduc[s ore used, it —nor—ept responsibifity of prod-r performance or designs m acUmlry canstnrcred. 02018 APA—THE ENGINEERED WORD ASSOCMTLON -AU. RIGHTS RESERVED -ANY COPYING. MODIFICATION, DISTRLBLITIW OR OTHER USE OF THIS PUBLICATION OTHER THAN AS EXPRESSLY AUTHOROED BY APA IS PROH180TED BY THE U.S. COPYRIGHT LAWS C15 Project Information Code: 20181BC Date: June 1,2021 Designer: CRW Client: Blake Fisher Architecture Project: Johns Residence Wall Line: B-2 Ll(ft) Lol(ft) L2(f) V Rb) L,.,aii(itl Shear Wall Calculation Variables V 40501bf Ll 2.75ft hal Opening 1 1.00ft Adj. Factor Method = 2bs/h Wa I I Pier Aspect Ratio Adj. Factor L2 2.00 ft hol 4.50 ft P1=hol/L1= 1.64 N/A h..,, 7.75 ft hbl 2.25 ft P2=ho2/L2= 2.25 0.889 L-11 9.25 ft Lol 4.50 ft 1. Hold-down forces: H = Vh_,dLwa,i 3393 Ibf 6. Unit shear beside opening VI = (V/L)(L1+T1)/L1 = 853 plf 2. Unit shear above + below opening V2 = (V/L)(T2+L2)/L2 = 853 plf First opening: val = vbl = H/(hal+hbl) = 1044 plf Check Vl*Ll+V2*L2=V? 4050 Ibf OK 3. Total boundary force above + below openings 7. Resistance to corner forces First opening: 01= val x (Lol) = 4698 Ibf R1= V1*L1= 2345 Ibf R2=V2*L2= 1705 lbf 4. Corner forces F1 = Ol(Ll)/(L1+L2) = 2720 Ibf 8. Difference corner force + resistance F2 = Ol(L2)/(Ll+L2) = 1978 Ibf R1-F1= -375 Ibf R2-F2= -273lbf S. Tributary length of openings Tl = (Ll*Lol)/(Ll+L2) = 2.61 ft 9. Unit shear in corner zones T2 = (L2*Lol)/(Ll+L2) = 1.89 ft vcl = (Rl-Fl)/Ll = -136 plf vc2 = (R2-F2)/L2 = -136 plf Check Summary of Shear Values for One Opening Line 1: vc1(hal+hbl)+V1(ho1)=H? -444 3837 33931bf Line 2:va1(hal+hbl)-vc1(hal+hbl)-V1(hol)=0? 3393 -444 3837 0 Line 3: vc2(hal+hbl)+V2(hol)=H? -444 3837 33931of Design Summary Req. Sheathing Capacity 1044 plf 4-Term Deflection 3-Term Deflection Req. Strap Force 2720 1 of 4-Term Story Drift ol 3-Term Story Drift % Req. HD Force (H) 3393 Ibf See Page 2 See Page 3 Req. Shear Wall Anchorage Force (vma,) 438 plf APA Disclaimer The infomrorion —r fried herein is inieri ka far use os o resaurre to aid in the shear watt desrgn bared on APA— The Engineered, Wood Assn mion's testing and knowfe0e of wood-fromed she- woi1 system design unfizing rhefcnce transfer around openings ifTAOJ merhodology. Ne+r+rer AAA, rroria member monufacrurers, make any worronry, expressed orimpfieQ aassume anY fegaf livbiiityaresponsibifirylar [he occumry, are, oppi ourion of, and/ar n*rencc to opinians, findings, roncfusioru, or rerammendanms included in this caicWomr. Cansufr your;-0; risW'm- ar design pix.F- ionor to ossare compii— with code, consrrui oa, and perform— requirements. Because APA has no —rrof oven quabry of woranor Kp or the rondfrions under wM h engineered wood pmduc[s ore used, it —nor—ept resp—bifiry al praducr performance or designs m actually canstnrcred. 02018 APA—THE ENGINEERED WORD ASSOCMTLON -AU. RIGHTS RESERVED -ANY COPYING. MODIFICATION, DISTRLBLITIW OR OTHER USE OF THIS PUBLICATION OTHER THAN AS EXPRESSLY AUTHOROED BY APA IS PROH180TED BY THE U.S. COPYRIGHT LAWS C 16 CAITLIN ROSE Project: 3L ENGINEERING, LLC Subject: Sheet #: Cai#firs R. Wilhelm, PE Date: � �t W(\(-L k1) ") -1 A '�---L UDC c: s J6 �,14 C. f 1 x r�ii 311 VuX t t P A- 5 AMC--) -iA 'P-) � tkll �'�p c" AV, �� > \7�r I:kCAITLIN ROSE Engneteitle: JOHNS RESIDENCE C17 ENGINEERING, LLC Project ID: 21-21 Caitlin R. Wilhelm, PE Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:21PM Combined FootingFile: 21-21- Johns - Foundation Calcs.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Wall C-2alb Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Analysis/Design Settings fc : Concrete 28 day strength 3.0 ksi Calculate footing weight as dead load ? fy : Rebar Yield 60.0 ksi Calculate Pedestal weight as dead load ? Ec : Concrete Elastic Modulus 3,122.0 ksi Min Steel % Bending Reinf (based on'd') Concrete Density 145.0 pcf Min Allow % Temp Reinf (based on thick) Phi Values Flexure : 0.90 Min. Overturning Safety Factor Shear: 0.750 Min. Sliding Safety Factor Soil Information Allowable Soil Bearing 1.50 ksf Increase Bearing By Footing Weight No Soil Passive Sliding Resistance 250.0 pcf (Uses entry for "Footing base depth below soil surface" for force) Coefficient of Soil/Concrete Friction 0.30 Dimensions & Reinforcing Yes Yes 0.00180 1.0: 1 1.0: 1 Soil Bearing Increase Footing base depth below soil surface 1.50 It Increases based on footing Depth .... Allowable pressure increase per foot ksf when base of footing is below It Increases based on footing Width ... Allowable pressure increase per foot ksf when maximum length or width is greater than ft Maximum Allowed Bearing Pressure 10.0 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 1.50 ksf (Allowable Soil Bearing adjusted for footing weight and depth & width increases as specified by user.) Distance Left of Column #1 = 3.0 ft Pedestal dimensions... Between Columns = 1.667 ft Bars left of Col #1 Distance Right of Column #2 = 3.0 ft Col #1 Col #2 Bottom Bars Total Footing Length = 7.667 ft Sq. Dim. = 8.0 8.0 in Top Bars Height = 48.0 48.0 in Bars Btwn Cols Footing Width = 3.0 ft Bottom Bars Footing Thickness = 20.0 in Top Bars Bars Right of Col #2 Rebar Center to Concrete Edge @ Top = 3.0 in Bottom Bars Rebar Center to Concrete Edge @ Bottom = 3.0 in Top Bars Applied Loads Applied @ Left Column D Lr Axial Load Downward = 0.060 0.080 Moment (+CW) _ Shear(+X) _ Applied @ Right Column Axial Load Downward = 0.060 0.080 Moment (+CW) _ Shear(+X) _ Overburden = 5-#5 ` ` 545 Count Size # As Provided As Req'd 5.0 5 1.550 1.296 inA2 5.0 5 1.550 0.0 inA2 5.0 5 1.550 1.296 inA2 5.0 5 1.550 1.296 inA2 5.0 5 1.550 1.296 inA2 5.0 5 1.550 1.296 inA2 L S W E H 0.140 0.10 12.348 0.140 0.10-12.204 k k-ft k k k-ft k CAITLIN ROSE Engneteitle: JOHNS RESIDENCE C18 ENGINEERING, LLC Project ID: 21-21 Caitlin R. Wilhelm, PE Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:21PM Combined Footing File: 21-21- Johns - Foundation Calcs.ec6 g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Wall C-2a/b DESIGN SUMMARY - • • Factor of Safety Item Applied Capacity Governing Load Combination PASS 1.067 Overturning 34.174 k-ft 36.474 k-ft +0.60D+0.60W PASS No Sliding Sliding 0.0 k 2.702 k No Sliding PASS 1.519 Uplift 7.322 k 11.125 k +0.60D+0.60W Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.9267 Soil Bearing 1.390 ksf 1.50 ksf +0.60D+0.60W PASS 0.1873 1-way Shear - Col #1 15.387 psi 82.158 psi +0.90D+W PASS 0.1873 1-way Shear - Col #2 15.387 psi 82.158 psi +0.90D+W PASS 0.04861 2-way Punching - Col #1 7.987 psi 164.317 psi +0.90D+W PASS 0.05072 2-way Punching - Col #2 8.334 psi 164.317 psi +1.20D+L+0.50S+W PASS No Bending Flexure - Left of Col #1 - Top 0.0 k-ft 0.0 k-ft N/A PASS 0.09963 Flexure - Left of Col #1 - Bottom 11.462 k-ft 115.042 k-ft +0.90D+W PASS 0.01266 Flexure - Between Cols - Top -1.456 k-ft 115.042 k-ft +1.20D+1.60Lr+0.50W PASS 0.08476 Flexure - Between Cols - Bottom 9.751 k-ft 115.042 k-ft +0.90D+W PASS 0.02684 Flexure - Right of Col #2 - Top -3.088 k-ft 115.042 k-ft +1.20D+0.50Lr+L+W PASS 0.005483 Flexure - Right of Col #2 - Bottom 0.6308 k-ft 115.042 k-ft +1.20D+L+1.60S Soil Bearing Eccentricity Actual Soil Bearing Stress Actual 1 Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 6.19 k 0.000 ft 0.27 ksf 0.27 ksf 1.50 ksf 0.180 +D+L 6.47 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.188 +D+Lr 6.35 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.184 +D+S 6.39 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.185 +D+0.750Lr+0.750L 6.52 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.189 +D+0.750L+0.750S 6.55 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.190 +D+0.60W 6.28 k -1.955 ft 0.74 ksf 0.00 ksf 1.50 ksf 0.494 +D+0.750Lr+0.750L+0.45OW 6.59 k -1.398 ft 0.60 ksf 0.00 ksf 1.50 ksf 0.400 +D+0.750L+0.750S+0.450W 6.62 k -1.391 ft 0.60 ksf 0.00 ksf 1.50 ksf 0.401 +0.60D+0.60W 3.80 k -3.229 ft 1.39 ksf 0.00 ksf 1.50 ksf 0.927 +0.60D 3.72 k 0.000 ft 0.16 ksf 0.16 ksf 1.50 ksf 0.108 Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +D+L 0.00 0.00 999.000 0.00 0.00 999.000 +D+Lr 0.00 0.00 999.000 0.00 0.00 999.000 +D+S 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.60W 34.17 45.97 1.345 21.97 58.32 2.655 +D+0.750Lr+0.750L+0.45OW 25.63 41.68 1.626 16.48 50.94 3.092 +D+0.750L+0.750S+0.450W 25.63 41.80 1.631 16.48 51.06 3.099 +0.60D+0.60W 34.17 36.47 1.067 21.97 48.82 2.223 +0.60D 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 2.70 k 999 +D+L 0.00 k 2.79 k 999 +D+Lr 0.00 k 2.75 k 999 +D+S 0.00 k 2.76 k 999 +D+0.750Lr+0.750L 0.00 k 2.80 k 999 +D+0.750L+0.750S 0.00 k 2.81 k 999 +D+0.60W 0.00 k 2.73 k 999 +D+0.750Lr+0.750L+0.45OW 0.00 k 2.82 k 999 +D+0.750L+0.750S+0.450W 0.00 k 2.83 k 999 +0.60D+0.60W 0.00 k 1.98 k 999 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C19 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7JUN2021, 9:21PM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-2alb Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio +0.60D 0.00 k 1.96 k 999 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.60D 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.60D 0.000 0.019 0 0.000 0 0.000 0.000 0.000 +0.90D+W 0.010 0.038 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.023 0.058 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.041 0.077 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.063 0.096 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.090 0.115 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.121 0.134 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.156 0.153 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.196 0.173 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.240 0.192 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.287 0.211 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.338 0.230 Bottom 1.296 Min Temp % 1.550 115.042 0.003 +0.90D+W 0.393 0.249 Bottom 1.296 Min Temp % 1.550 115.042 0.003 +0.90D+W 0.452 0.268 Bottom 1.296 Min Temp % 1.550 115.042 0.004 +0.90D+W 0.513 0.288 Bottom 1.296 Min Temp % 1.550 115.042 0.004 +0.90D+W 0.578 0.307 Bottom 1.296 Min Temp % 1.550 115.042 0.005 +0.90D+W 0.646 0.326 Bottom 1.296 Min Temp % 1.550 115.042 0.006 +0.90D+W 0.717 0.345 Bottom 1.296 Min Temp % 1.550 115.042 0.006 +0.90D+W 0.791 0.364 Bottom 1.296 Min Temp % 1.550 115.042 0.007 +0.90D+W 0.867 0.383 Bottom 1.296 Min Temp % 1.550 115.042 0.008 +0.90D+W 0.945 0.403 Bottom 1.296 Min Temp % 1.550 115.042 0.008 +0.90D+W 1.027 0.422 Bottom 1.296 Min Temp % 1.550 115.042 0.009 +0.90D+W 1.110 0.441 Bottom 1.296 Min Temp % 1.550 115.042 0.010 +0.90D+W 1.195 0.460 Bottom 1.296 Min Temp % 1.550 115.042 0.010 +0.90D+W 1.283 0.479 Bottom 1.296 Min Temp % 1.550 115.042 0.011 +0.90D+W 1.372 0.498 Bottom 1.296 Min Temp % 1.550 115.042 0.012 +0.90D+W 1.463 0.518 Bottom 1.296 Min Temp % 1.550 115.042 0.013 +0.90D+W 1.555 0.537 Bottom 1.296 Min Temp % 1.550 115.042 0.014 +0.90D+W 1.649 0.556 Bottom 1.296 Min Temp % 1.550 115.042 0.014 +0.90D+W 1.744 0.575 Bottom 1.296 Min Temp % 1.550 115.042 0.015 +0.90D+W 1.840 0.594 Bottom 1.296 Min Temp % 1.550 115.042 0.016 +0.90D+W 1.937 0.613 Bottom 1.296 Min Temp % 1.550 115.042 0.017 +0.90D+W 2.035 0.633 Bottom 1.296 Min Temp % 1.550 115.042 0.018 +0.90D+W 2.134 0.652 Bottom 1.296 Min Temp % 1.550 115.042 0.019 +0.90D+W 2.233 0.671 Bottom 1.296 Min Temp % 1.550 115.042 0.019 +0.90D+W 2.333 0.690 Bottom 1.296 Min Temp % 1.550 115.042 0.020 +0.90D+W 2.433 0.709 Bottom 1.296 Min Temp % 1.550 115.042 0.021 +0.90D+W 2.533 0.728 Bottom 1.296 Min Temp % 1.550 115.042 0.022 +0.90D+W 2.634 0.748 Bottom 1.296 Min Temp % 1.550 115.042 0.023 +0.90D+W 2.734 0.767 Bottom 1.296 Min Temp % 1.550 115.042 0.024 +0.90D+W 2.834 0.786 Bottom 1.296 Min Temp % 1.550 115.042 0.025 +0.90D+W 2.933 0.805 Bottom 1.296 Min Temp % 1.550 115.042 0.025 +0.90D+W 3.033 0.824 Bottom 1.296 Min Temp % 1.550 115.042 0.026 +0.90D+W 3.132 0.843 Bottom 1.296 Min Temp % 1.550 115.042 0.027 +0.90D+W 3.231 0.863 Bottom 1.296 Min Temp % 1.550 115.042 0.028 +0.90D+W 3.330 0.882 Bottom 1.296 Min Temp % 1.550 115.042 0.029 +0.90D+W 3.428 0.901 Bottom 1.296 Min Temp % 1.550 115.042 0.030 +0.90D+W 3.526 0.920 Bottom 1.296 Min Temp % 1.550 115.042 0.031 +0.90D+W 3.624 0.939 Bottom 1.296 Min Temp % 1.550 115.042 0.032 +0.90D+W 3.722 0.958 Bottom 1.296 Min Temp % 1.550 115.042 0.032 +0.90D+W 3.820 0.978 Bottom 1.296 Min Temp % 1.550 115.042 0.033 +0.90D+W 3.917 0.997 Bottom 1.296 Min Temp % 1.550 115.042 0.034 +0.90D+W 4.014 1.016 Bottom 1.296 Min Temp % 1.550 115.042 0.035 +0.90D+W 4.111 1.035 Bottom 1.296 Min Temp % 1.550 115.042 0.036 +0.90D+W 4.207 1.054 Bottom 1.296 Min Temp % 1.550 115.042 0.037 +0.90D+W 4.303 1.073 Bottom 1.296 Min Temp % 1.550 115.042 0.037 +0.90D+W 4.400 1.093 Bottom 1.296 Min Temp % 1.550 115.042 0.038 +0.90D+W 4.495 1.112 Bottom 1.296 Min Temp % 1.550 115.042 0.039 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C20 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7JUN2021, 9:21PM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-2alb Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 4.591 1.131 Bottom 1.296 Min Temp % 1.550 115.042 0.040 +0.90D+W 4.686 1.150 Bottom 1.296 Min Temp % 1.550 115.042 0.041 +0.90D+W 4.781 1.169 Bottom 1.296 Min Temp % 1.550 115.042 0.042 +0.90D+W 4.876 1.188 Bottom 1.296 Min Temp % 1.550 115.042 0.042 +0.90D+W 4.971 1.208 Bottom 1.296 Min Temp % 1.550 115.042 0.043 +0.90D+W 5.065 1.227 Bottom 1.296 Min Temp % 1.550 115.042 0.044 +0.90D+W 5.159 1.246 Bottom 1.296 Min Temp % 1.550 115.042 0.045 +0.90D+W 5.253 1.265 Bottom 1.296 Min Temp % 1.550 115.042 0.046 +0.90D+W 5.347 1.284 Bottom 1.296 Min Temp % 1.550 115.042 0.046 +0.90D+W 5.440 1.303 Bottom 1.296 Min Temp % 1.550 115.042 0.047 +0.90D+W 5.534 1.323 Bottom 1.296 Min Temp % 1.550 115.042 0.048 +0.90D+W 5.627 1.342 Bottom 1.296 Min Temp % 1.550 115.042 0.049 +0.90D+W 5.719 1.361 Bottom 1.296 Min Temp % 1.550 115.042 0.050 +0.90D+W 5.812 1.380 Bottom 1.296 Min Temp % 1.550 115.042 0.051 +0.90D+W 5.904 1.399 Bottom 1.296 Min Temp % 1.550 115.042 0.051 +0.90D+W 5.996 1.418 Bottom 1.296 Min Temp % 1.550 115.042 0.052 +0.90D+W 6.088 1.438 Bottom 1.296 Min Temp % 1.550 115.042 0.053 +0.90D+W 6.179 1.457 Bottom 1.296 Min Temp % 1.550 115.042 0.054 +0.90D+W 6.271 1.476 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.362 1.495 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.452 1.514 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.543 1.533 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.633 1.553 Bottom 1.296 Min Temp % 1.550 115.042 0.058 +0.90D+W 6.723 1.572 Bottom 1.296 Min Temp % 1.550 115.042 0.058 +0.90D+W 6.813 1.591 Bottom 1.296 Min Temp % 1.550 115.042 0.059 +0.90D+W 6.903 1.610 Bottom 1.296 Min Temp % 1.550 115.042 0.060 +0.90D+W 6.992 1.629 Bottom 1.296 Min Temp % 1.550 115.042 0.061 +0.90D+W 7.081 1.648 Bottom 1.296 Min Temp % 1.550 115.042 0.062 +0.90D+W 7.170 1.668 Bottom 1.296 Min Temp % 1.550 115.042 0.062 +0.90D+W 7.259 1.687 Bottom 1.296 Min Temp % 1.550 115.042 0.063 +0.90D+W 7.347 1.706 Bottom 1.296 Min Temp % 1.550 115.042 0.064 +0.90D+W 7.435 1.725 Bottom 1.296 Min Temp % 1.550 115.042 0.065 +0.90D+W 7.523 1.744 Bottom 1.296 Min Temp % 1.550 115.042 0.065 +0.90D+W 7.611 1.763 Bottom 1.296 Min Temp % 1.550 115.042 0.066 +0.90D+W 7.698 1.783 Bottom 1.296 Min Temp % 1.550 115.042 0.067 +0.90D+W 7.786 1.802 Bottom 1.296 Min Temp % 1.550 115.042 0.068 +0.90D+W 7.873 1.821 Bottom 1.296 Min Temp % 1.550 115.042 0.068 +0.90D+W 7.959 1.840 Bottom 1.296 Min Temp % 1.550 115.042 0.069 +0.90D+W 8.046 1.859 Bottom 1.296 Min Temp % 1.550 115.042 0.070 +0.90D+W 8.132 1.878 Bottom 1.296 Min Temp % 1.550 115.042 0.071 +0.90D+W 8.218 1.898 Bottom 1.296 Min Temp % 1.550 115.042 0.071 +0.90D+W 8.304 1.917 Bottom 1.296 Min Temp % 1.550 115.042 0.072 +0.90D+W 8.389 1.936 Bottom 1.296 Min Temp % 1.550 115.042 0.073 +0.90D+W 8.475 1.955 Bottom 1.296 Min Temp % 1.550 115.042 0.074 +0.90D+W 8.560 1.974 Bottom 1.296 Min Temp % 1.550 115.042 0.074 +0.90D+W 8.644 1.993 Bottom 1.296 Min Temp % 1.550 115.042 0.075 +0.90D+W 8.729 2.013 Bottom 1.296 Min Temp % 1.550 115.042 0.076 +0.90D+W 8.813 2.032 Bottom 1.296 Min Temp % 1.550 115.042 0.077 +0.90D+W 8.897 2.051 Bottom 1.296 Min Temp % 1.550 115.042 0.077 +0.90D+W 8.981 2.070 Bottom 1.296 Min Temp % 1.550 115.042 0.078 +0.90D+W 9.065 2.089 Bottom 1.296 Min Temp % 1.550 115.042 0.079 +0.90D+W 9.148 2.108 Bottom 1.296 Min Temp % 1.550 115.042 0.080 +0.90D+W 9.231 2.128 Bottom 1.296 Min Temp % 1.550 115.042 0.080 +0.90D+W 9.314 2.147 Bottom 1.296 Min Temp % 1.550 115.042 0.081 +0.90D+W 9.397 2.166 Bottom 1.296 Min Temp % 1.550 115.042 0.082 +0.90D+W 9.479 2.185 Bottom 1.296 Min Temp % 1.550 115.042 0.082 +0.90D+W 9.561 2.204 Bottom 1.296 Min Temp % 1.550 115.042 0.083 +0.90D+W 9.643 2.223 Bottom 1.296 Min Temp % 1.550 115.042 0.084 +0.90D+W 9.725 2.243 Bottom 1.296 Min Temp % 1.550 115.042 0.085 +0.90D+W 9.807 2.262 Bottom 1.296 Min Temp % 1.550 115.042 0.085 +0.90D+W 9.888 2.281 Bottom 1.296 Min Temp % 1.550 115.042 0.086 +0.90D+W 9.969 2.300 Bottom 1.296 Min Temp % 1.550 115.042 0.087 +0.90D+W 10.049 2.319 Bottom 1.296 Min Temp % 1.550 115.042 0.087 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C21 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7JUN2021, 9:21PM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-2alb Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 10.130 2.338 Bottom 1.296 Min Temp % 1.550 115.042 0.088 +0.90D+W 10.210 2.358 Bottom 1.296 Min Temp % 1.550 115.042 0.089 +0.90D+W 10.290 2.377 Bottom 1.296 Min Temp % 1.550 115.042 0.089 +0.90D+W 10.370 2.396 Bottom 1.296 Min Temp % 1.550 115.042 0.090 +0.90D+W 10.449 2.415 Bottom 1.296 Min Temp % 1.550 115.042 0.091 +0.90D+W 10.529 2.434 Bottom 1.296 Min Temp % 1.550 115.042 0.092 +0.90D+W 10.608 2.453 Bottom 1.296 Min Temp % 1.550 115.042 0.092 +0.90D+W 10.687 2.473 Bottom 1.296 Min Temp % 1.550 115.042 0.093 +0.90D+W 10.765 2.492 Bottom 1.296 Min Temp % 1.550 115.042 0.094 +0.90D+W 10.844 2.511 Bottom 1.296 Min Temp % 1.550 115.042 0.094 +0.90D+W 10.922 2.530 Bottom 1.296 Min Temp % 1.550 115.042 0.095 +0.90D+W 10.999 2.549 Bottom 1.296 Min Temp % 1.550 115.042 0.096 +0.90D+W 11.077 2.568 Bottom 1.296 Min Temp % 1.550 115.042 0.096 +0.90D+W 11.154 2.588 Bottom 1.296 Min Temp % 1.550 115.042 0.097 +0.90D+W 11.232 2.607 Bottom 1.296 Min Temp % 1.550 115.042 0.098 +0.90D+W 11.308 2.626 Bottom 1.296 Min Temp % 1.550 115.042 0.098 +0.90D+W 11.385 2.645 Bottom 1.296 Min Temp % 1.550 115.042 0.099 +0.90D+W 11.462 2.664 Bottom 1.296 Min Temp % 1.550 115.042 0.100 +0.90D+W 11.535 2.683 Bottom 1.296 Min Temp % 1.550 115.042 0.100 +0.90D+W 11.601 2.703 Bottom 1.296 Min Temp % 1.550 115.042 0.101 +0.90D+W 11.661 2.722 Bottom 1.296 Min Temp % 1.550 115.042 0.101 +0.90D+W 11.712 2.741 Bottom 1.296 Min Temp % 1.550 115.042 0.102 +0.90D+W 11.757 2.760 Bottom 1.296 Min Temp % 1.550 115.042 0.102 +0.90D+W 11.795 2.779 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.825 2.798 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.848 2.818 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.864 2.837 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.873 2.856 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.874 2.875 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.869 2.894 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.856 2.913 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.836 2.933 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.809 2.952 Bottom 1.296 Min Temp % 1.550 115.042 0.103 +0.90D+W 11.774 2.971 Bottom 1.296 Min Temp % 1.550 115.042 0.102 +0.90D+W 11.732 2.990 Bottom 1.296 Min Temp % 1.550 115.042 0.102 +0.90D+W 11.684 3.009 Bottom 1.296 Min Temp % 1.550 115.042 0.102 +0.90D+W 11.627 3.028 Bottom 1.296 Min Temp % 1.550 115.042 0.101 +0.90D+W 11.564 3.048 Bottom 1.296 Min Temp % 1.550 115.042 0.101 +0.90D+W 11.494 3.067 Bottom 1.296 Min Temp % 1.550 115.042 0.100 +0.90D+W 11.416 3.086 Bottom 1.296 Min Temp % 1.550 115.042 0.099 +0.90D+W 11.331 3.105 Bottom 1.296 Min Temp % 1.550 115.042 0.098 +0.90D+W 11.239 3.124 Bottom 1.296 Min Temp % 1.550 115.042 0.098 +0.90D+W 11.140 3.143 Bottom 1.296 Min Temp % 1.550 115.042 0.097 +0.90D+W 11.033 3.163 Bottom 1.296 Min Temp % 1.550 115.042 0.096 +0.90D+W 10.920 3.182 Bottom 1.296 Min Temp % 1.550 115.042 0.095 +0.90D+W 10.799 3.201 Bottom 1.296 Min Temp % 1.550 115.042 0.094 +0.90D+W 10.671 3.220 Bottom 1.296 Min Temp % 1.550 115.042 0.093 +0.90D+W 10.535 3.239 Bottom 1.296 Min Temp % 1.550 115.042 0.092 +0.90D+W 10.393 3.258 Bottom 1.296 Min Temp % 1.550 115.042 0.090 +0.90D+W 10.243 3.278 Bottom 1.296 Min Temp % 1.550 115.042 0.089 +0.90D+W 10.086 3.297 Bottom 1.296 Min Temp % 1.550 115.042 0.088 +0.90D+W 9.922 3.316 Bottom 1.296 Min Temp % 1.550 115.042 0.086 +0.90D+W 9.751 3.335 Bottom 1.296 Min Temp % 1.550 115.042 0.085 +0.90D+W 9.576 3.354 Bottom 1.296 Min Temp % 1.550 115.042 0.083 +0.90D+W 9.402 3.373 Bottom 1.296 Min Temp % 1.550 115.042 0.082 +0.90D+W 9.227 3.393 Bottom 1.296 Min Temp % 1.550 115.042 0.080 +0.90D+W 9.052 3.412 Bottom 1.296 Min Temp % 1.550 115.042 0.079 +0.90D+W 8.876 3.431 Bottom 1.296 Min Temp % 1.550 115.042 0.077 +0.90D+W 8.701 3.450 Bottom 1.296 Min Temp % 1.550 115.042 0.076 +0.90D+W 8.525 3.469 Bottom 1.296 Min Temp % 1.550 115.042 0.074 +0.90D+W 8.349 3.488 Bottom 1.296 Min Temp % 1.550 115.042 0.073 +0.90D+W 8.173 3.508 Bottom 1.296 Min Temp % 1.550 115.042 0.071 +0.90D+W 7.996 3.527 Bottom 1.296 Min Temp % 1.550 115.042 0.070 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C22 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7JUN2021, 9:21PM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-2alb Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 7.819 3.546 Bottom 1.296 Min Temp % 1.550 115.042 0.068 +0.90D+W 7.642 3.565 Bottom 1.296 Min Temp % 1.550 115.042 0.066 +0.90D+W 7.465 3.584 Bottom 1.296 Min Temp % 1.550 115.042 0.065 +0.90D+W 7.288 3.603 Bottom 1.296 Min Temp % 1.550 115.042 0.063 +0.90D+W 7.110 3.623 Bottom 1.296 Min Temp % 1.550 115.042 0.062 +0.90D+W 6.932 3.642 Bottom 1.296 Min Temp % 1.550 115.042 0.060 +0.90D+W 6.754 3.661 Bottom 1.296 Min Temp % 1.550 115.042 0.059 +0.90D+W 6.575 3.680 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.397 3.699 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.218 3.718 Bottom 1.296 Min Temp % 1.550 115.042 0.054 +0.90D+W 6.038 3.738 Bottom 1.296 Min Temp % 1.550 115.042 0.052 +0.90D+W 5.859 3.757 Bottom 1.296 Min Temp % 1.550 115.042 0.051 +0.90D+W 5.679 3.776 Bottom 1.296 Min Temp % 1.550 115.042 0.049 +0.90D+W 5.499 3.795 Bottom 1.296 Min Temp % 1.550 115.042 0.048 +0.90D+W 5.319 3.814 Bottom 1.296 Min Temp % 1.550 115.042 0.046 +0.90D+W 5.139 3.834 Bottom 1.296 Min Temp % 1.550 115.042 0.045 +0.90D+W 4.958 3.853 Bottom 1.296 Min Temp % 1.550 115.042 0.043 +0.90D+W 4.777 3.872 Bottom 1.296 Min Temp % 1.550 115.042 0.042 +0.90D+W 4.596 3.891 Bottom 1.296 Min Temp % 1.550 115.042 0.040 +0.90D+W 4.415 3.910 Bottom 1.296 Min Temp % 1.550 115.042 0.038 +0.90D+W 4.233 3.929 Bottom 1.296 Min Temp % 1.550 115.042 0.037 +0.90D+W 4.052 3.949 Bottom 1.296 Min Temp % 1.550 115.042 0.035 +0.90D+W 3.870 3.968 Bottom 1.296 Min Temp % 1.550 115.042 0.034 +0.90D+W 3.687 3.987 Bottom 1.296 Min Temp % 1.550 115.042 0.032 +0.90D+W 3.505 4.006 Bottom 1.296 Min Temp % 1.550 115.042 0.030 +0.90D+W 3.322 4.025 Bottom 1.296 Min Temp % 1.550 115.042 0.029 +0.90D+W 3.139 4.044 Bottom 1.296 Min Temp % 1.550 115.042 0.027 +0.90D+W 2.956 4.064 Bottom 1.296 Min Temp % 1.550 115.042 0.026 +0.90D+W 2.772 4.083 Bottom 1.296 Min Temp % 1.550 115.042 0.024 +0.90D+W 2.589 4.102 Bottom 1.296 Min Temp % 1.550 115.042 0.023 +0.90D+W 2.405 4.121 Bottom 1.296 Min Temp % 1.550 115.042 0.021 +0.90D+W 2.220 4.140 Bottom 1.296 Min Temp % 1.550 115.042 0.019 +0.90D+W 2.036 4.159 Bottom 1.296 Min Temp % 1.550 115.042 0.018 +0.90D+W 1.851 4.179 Bottom 1.296 Min Temp % 1.550 115.042 0.016 +0.90D+W 1.666 4.198 Bottom 1.296 Min Temp % 1.550 115.042 0.014 +0.90D+W 1.481 4.217 Bottom 1.296 Min Temp % 1.550 115.042 0.013 +0.90D+W 1.296 4.236 Bottom 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+1.60Lr+0.50W -1.142 4.255 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+1.60Lr+0.50W -1.221 4.274 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+1.60Lr+0.50W -1.299 4.294 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+1.60Lr+0.50W -1.378 4.313 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+1.60Lr+0.50W -1.456 4.332 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+1.60Lr+0.50W -1.534 4.351 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+1.60Lr+0.50W -1.608 4.370 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+1.60Lr+0.50W -1.679 4.389 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+1.60Lr+0.50W -1.747 4.409 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+1.60Lr+0.50W -1.812 4.428 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+1.60Lr+0.50W -1.874 4.447 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.966 4.466 Top 1.296 Min Temp % 1.550 115.042 0.017 +1.20D+L+0.50S+W -2.089 4.485 Top 1.296 Min Temp % 1.550 115.042 0.018 +1.20D+L+0.50S+W -2.205 4.504 Top 1.296 Min Temp % 1.550 115.042 0.019 +1.20D+L+0.50S+W -2.315 4.524 Top 1.296 Min Temp % 1.550 115.042 0.020 +1.20D+L+0.50S+W -2.419 4.543 Top 1.296 Min Temp % 1.550 115.042 0.021 +1.20D+L+0.50S+W -2.517 4.562 Top 1.296 Min Temp % 1.550 115.042 0.022 +1.20D+L+0.50S+W -2.609 4.581 Top 1.296 Min Temp % 1.550 115.042 0.023 +1.20D+L+0.50S+W -2.694 4.600 Top 1.296 Min Temp % 1.550 115.042 0.023 +1.20D+L+0.50S+W -2.774 4.619 Top 1.296 Min Temp % 1.550 115.042 0.024 +1.20D+L+0.50S+W -2.848 4.639 Top 1.296 Min Temp % 1.550 115.042 0.025 +1.20D+L+0.50S+W -2.915 4.658 Top 1.296 Min Temp % 1.550 115.042 0.025 +1.20D+L+0.50S+W -2.976 4.677 Top 1.296 Min Temp % 1.550 115.042 0.026 +1.20D+L+0.50S+W -3.032 4.696 Top 1.296 Min Temp % 1.550 115.042 0.026 +1.20D+L+0.50S+W -3.081 4.715 Top 1.296 Min Temp % 1.550 115.042 0.027 +1.20D+L+0.50S+W -3.124 4.734 Top 1.296 Min Temp % 1.550 115.042 0.027 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C23 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7JUN2021, 9:21PM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-2alb Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +1.20D+L+0.50S+W -3.161 4.754 Top 1.296 Min Temp % 1.550 115.042 0.027 +1.20D+L+0.50S+W -3.192 4.773 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.217 4.792 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.235 4.811 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.248 4.830 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.255 4.849 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.255 4.869 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.249 4.888 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.238 4.907 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.220 4.926 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.196 4.945 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+L+0.50S+W -3.166 4.964 Top 1.296 Min Temp % 1.550 115.042 0.028 +1.20D+0.50Lr+L+W -3.130 4.984 Top 1.296 Min Temp % 1.550 115.042 0.027 +1.20D+0.50Lr+L+W -3.088 5.003 Top 1.296 Min Temp % 1.550 115.042 0.027 +1.20D+0.50Lr+L+W -3.044 5.022 Top 1.296 Min Temp % 1.550 115.042 0.026 +1.20D+0.50Lr+L+W -3.000 5.041 Top 1.296 Min Temp % 1.550 115.042 0.026 +1.20D+0.50Lr+L+W -2.956 5.060 Top 1.296 Min Temp % 1.550 115.042 0.026 +1.20D+0.50Lr+L+W -2.913 5.079 Top 1.296 Min Temp % 1.550 115.042 0.025 +1.20D+0.50Lr+L+W -2.870 5.099 Top 1.296 Min Temp % 1.550 115.042 0.025 +1.20D+0.50Lr+L+W -2.827 5.118 Top 1.296 Min Temp % 1.550 115.042 0.025 +1.20D+0.50Lr+L+W -2.785 5.137 Top 1.296 Min Temp % 1.550 115.042 0.024 +1.20D+0.50Lr+L+W -2.743 5.156 Top 1.296 Min Temp % 1.550 115.042 0.024 +1.20D+0.50Lr+L+W -2.701 5.175 Top 1.296 Min Temp % 1.550 115.042 0.023 +1.20D+0.50Lr+L+W -2.659 5.194 Top 1.296 Min Temp % 1.550 115.042 0.023 +1.20D+0.50Lr+L+W -2.618 5.214 Top 1.296 Min Temp % 1.550 115.042 0.023 +1.20D+0.50Lr+L+W -2.578 5.233 Top 1.296 Min Temp % 1.550 115.042 0.022 +1.20D+0.50Lr+L+W -2.537 5.252 Top 1.296 Min Temp % 1.550 115.042 0.022 +1.20D+0.50Lr+L+W -2.497 5.271 Top 1.296 Min Temp % 1.550 115.042 0.022 +1.20D+0.50Lr+L+W -2.457 5.290 Top 1.296 Min Temp % 1.550 115.042 0.021 +1.20D+0.50Lr+L+W -2.418 5.309 Top 1.296 Min Temp % 1.550 115.042 0.021 +1.20D+0.50Lr+L+W -2.379 5.329 Top 1.296 Min Temp % 1.550 115.042 0.021 +1.20D+0.50Lr+L+W -2.340 5.348 Top 1.296 Min Temp % 1.550 115.042 0.020 +1.20D+0.50Lr+L+W -2.301 5.367 Top 1.296 Min Temp % 1.550 115.042 0.020 +1.20D+0.50Lr+L+W -2.263 5.386 Top 1.296 Min Temp % 1.550 115.042 0.020 +1.20D+0.50Lr+L+W -2.225 5.405 Top 1.296 Min Temp % 1.550 115.042 0.019 +1.20D+0.50Lr+L+W -2.188 5.424 Top 1.296 Min Temp % 1.550 115.042 0.019 +1.20D+0.50Lr+L+W -2.150 5.444 Top 1.296 Min Temp % 1.550 115.042 0.019 +1.20D+0.50Lr+L+W -2.114 5.463 Top 1.296 Min Temp % 1.550 115.042 0.018 +1.20D+0.50Lr+L+W -2.077 5.482 Top 1.296 Min Temp % 1.550 115.042 0.018 +1.20D+0.50Lr+L+W -2.041 5.501 Top 1.296 Min Temp % 1.550 115.042 0.018 +1.20D+0.50Lr+L+W -2.005 5.520 Top 1.296 Min Temp % 1.550 115.042 0.017 +1.20D+0.50Lr+L+W -1.969 5.539 Top 1.296 Min Temp % 1.550 115.042 0.017 +1.20D+0.50Lr+L+W -1.934 5.559 Top 1.296 Min Temp % 1.550 115.042 0.017 +1.20D+0.50Lr+L+W -1.899 5.578 Top 1.296 Min Temp % 1.550 115.042 0.017 +1.20D+0.50Lr+L+W -1.864 5.597 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+0.50Lr+L+W -1.830 5.616 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+0.50Lr+L+W -1.796 5.635 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+0.50Lr+L+W -1.762 5.654 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.729 5.674 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.695 5.693 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.663 5.712 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.630 5.731 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.598 5.750 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.566 5.769 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.535 5.789 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.504 5.808 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.473 5.827 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.442 5.846 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.412 5.865 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.382 5.884 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.353 5.904 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.323 5.923 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.295 5.942 Top 1.296 Min Temp % 1.550 115.042 0.011 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C24 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7JUN2021, 9:21PM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-2alb Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +1.20D+0.50Lr+L+W -1.266 5.961 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.238 5.980 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.210 5.999 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.182 6.019 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.155 6.038 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.128 6.057 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.101 6.076 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.075 6.095 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -1.049 6.114 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -1.023 6.134 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -0.997 6.153 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -0.972 6.172 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.948 6.191 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.923 6.210 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.899 6.229 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.875 6.249 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.852 6.268 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.828 6.287 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.806 6.306 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.783 6.325 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.761 6.344 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.739 6.364 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.717 6.383 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.696 6.402 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.675 6.421 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.655 6.440 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.634 6.459 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.614 6.479 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.595 6.498 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.575 6.517 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.556 6.536 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.538 6.555 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.519 6.574 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.501 6.594 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.483 6.613 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.466 6.632 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.449 6.651 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.432 6.670 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.416 6.689 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.400 6.709 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.384 6.728 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.368 6.747 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.353 6.766 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.338 6.785 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.324 6.804 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.309 6.824 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.295 6.843 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.282 6.862 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.269 6.881 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.256 6.900 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.243 6.919 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.231 6.939 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.219 6.958 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.207 6.977 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.196 6.996 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.185 7.015 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.174 7.034 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.164 7.054 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.154 7.073 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.144 7.092 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.134 7.111 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.125 7.130 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.117 7.149 Top 1.296 Min Temp % 1.550 115.042 0.001 CAITLIN ROSE JOHNS RESIDENCE C25 Engneteitle: ENGINEERING, LLC Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Caitlin R. Wilhelm, PE Printed: 7 JUN 2021, 9:21PM Combined Footing g File: 21-21- Johns - Foundation Calcs.ec6 J" Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Wall C-2alb Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) (ft) (in^2) (in^2) (ft-k) +1.20D+0.50Lr+L+W -0.108 7.169 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.100 7.188 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.092 7.207 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.085 7.226 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.077 7.245 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.070 7.264 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.064 7.284 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.058 7.303 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.052 7.322 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.046 7.341 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.041 7.360 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.036 7.379 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.031 7.399 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.027 7.418 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.023 7.437 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.019 7.456 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.016 7.475 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.013 7.494 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.010 7.514 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W 0.000 7.533 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 7.552 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 7.571 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 7.590 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 7.609 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 7.629 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 7.648 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 7.667 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.40D 82.16 psi 0.23 psi 0.23 psi 164.32 psi 0.15psi 0.15 psi +1.20D+0.50Lr+1.60L 82.16 psi 0.34 psi 0.34 psi 164.32 psi 0.23 psi 0.23 psi +1.20D+1.60L+0.50S 82.16 psi 0.34 psi 0.34 psi 164.32 psi 0.23 psi 0.23 psi +1.20D+1.60Lr+L 82.16 psi 0.34 psi 0.34 psi 164.32 psi 0.23 psi 0.23 psi +1.20D+1.60Lr+0.50W 82.16 psi 6.76 psi 6.76 psi 164.32 psi 3.61 psi 4.00 psi +1.20D+L+1.60S 82.16 psi 0.36 psi 0.36 psi 164.32 psi 0.24 psi 0.24 psi +1.20D+1.60S+0.50W 82.16 psi 6.76 psi 6.76 psi 164.32 psi 3.62 psi 4.01 psi +1.20D+0.50Lr+L+W 82.16 psi 13.57 psi 13.57 psi 164.32 psi 7.58 psi 8.33 psi +1.20D+L+0.50S+W 82.16 psi 13.56 psi 13.56 psi 164.32 psi 7.57 psi 8.33 psi +0.90D+W 82.16 psi 15.39 psi 15.39 psi 164.32 psi 7.99 psi 7.99 psi +1.20D+L+0.20S 82.16 psi 0.28 psi 0.28 psi 164.32 psi 0.19 psi 0.19 psi +0.90D 82.16 psi 0.15 psi 0.15 psi 164.32 psi 0.10 psi 0.10 psi I:kCAITLIN ROSE Engneteitle: JOHNS RESIDENCE C26 ENGINEERING, LLC Project ID: 21-21 Caitlin R. Wilhelm, PE Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined FootingFile: 21-21- Johns - Foundation Calcs.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Wall C-1 Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Analysis/Design Settings fc : Concrete 28 day strength 3.0 ksi Calculate footing weight as dead load ? fy : Rebar Yield 60.0 ksi Calculate Pedestal weight as dead load ? Ec : Concrete Elastic Modulus 3,122.0 ksi Min Steel % Bending Reinf (based on'd') Concrete Density 145.0 pcf Min Allow % Temp Reinf (based on thick) Phi Values Flexure : 0.90 Min. Overturning Safety Factor Shear: 0.750 Min. Sliding Safety Factor Soil Information Allowable Soil Bearing 1.50 ksf Increase Bearing By Footing Weight No Soil Passive Sliding Resistance 250.0 pcf (Uses entry for "Footing base depth below soil surface" for force) Coefficient of Soil/Concrete Friction 0.30 Dimensions & Reinforcing Yes Yes 0.00180 1.0: 1 1.0: 1 Soil Bearing Increase Footing base depth below soil surface 1.50 It Increases based on footing Depth .... Allowable pressure increase per foot ksf when base of footing is below It Increases based on footing Width ... Allowable pressure increase per foot ksf when maximum length or width is greater than ft Maximum Allowed Bearing Pressure 10.0 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 1.50 ksf (Allowable Soil Bearing adjusted for footing weight and depth & width increases as specified by user.) Distance Left of Column #1 = 2.330 ft Pedestal dimensions... Between Columns = 1.667 ft Bars left of Col #1 Distance Right of Column #2 = 2.330 ft Col #1 Col #2 Bottom Bars Total Footing Length = 6.327 ft Sq. Dim. = 8.0 8.0 in Top Bars Height = 48.0 48.0 in Bars Btwn Cols Footing Width = 3.0 ft Bottom Bars Footing Thickness = 20.0 in Top Bars Bars Right of Col #2 Rebar Center to Concrete Edge @ Top = 3.0 in Bottom Bars Rebar Center to Concrete Edge @ Bottom = 3.0 in Top Bars Applied Loads Applied @ Left Column D Lr Axial Load Downward = 0.060 0.080 Moment (+CW) _ Shear(+X) _ Applied @ Right Column Axial Load Downward = 0.060 0.080 Moment (+CW) _ Shear(+X) _ Overburden = 545 5-#5 545 Count Size # As Provided As Req'd 5.0 5 1.550 1.296 inA2 5.0 5 1.550 0.0 inA2 5.0 5 1.550 1.296 inA2 5.0 5 1.550 1.296 inA2 5.0 5 1.550 1.296 inA2 5.0 5 1.550 1.296 inA2 L S W E H 0.140 0.10 7.848 k k-ft k 0.140 0.10 -7.776 k k-ft k CAITLIN ROSE Engneteitle: JOHNS RESIDENCE C27 ENGINEERING, LLC Project ID: 21-21 Caitlin R. Wilhelm, PE Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined Footing File: 21-21- Johns - Foundation Calcs.ec6 g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Wall C-1 DESIGN SUMMARY - • • Factor of Safety Item Applied Capacity Governing Load Combination PASS 1.120 Overturning 18.648 k-ft 20.885 k-ft +0.60D+0.60W PASS No Sliding Sliding 0.0 k 2.411 k No Sliding PASS 1.681 Uplift 4.666 k 7.842 k +0.60D+0.60W Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.6661 Soil Bearing 0.9991 ksf 1.50 ksf +0.60D+0.60W PASS 0.1079 1-way Shear - Col #1 8.866 psi 82.158 psi +0.90D+W PASS 0.1079 1-way Shear - Col #2 8.866 psi 82.158 psi +0.90D+W PASS 0.03250 2-way Punching - Col #1 5.339 psi 164.317 psi +0.90D+W PASS 0.03401 2-way Punching - Col #2 5.588 psi 164.317 psi +1.20D+L+0.50S+W PASS No Bending Flexure - Left of Col #1 - Top 0.0 k-ft 0.0 k-ft N/A PASS 0.05338 Flexure - Left of Col #1 - Bottom 6.141 k-ft 115.042 k-ft +0.90D+W PASS 0.006517 Flexure - Between Cols - Top -0.7498 k-ft 115.042 k-ft +1.20D+1.60Lr+0.50W PASS 0.04833 Flexure - Between Cols - Bottom 5.560 k-ft 115.042 k-ft +0.90D+W PASS 0.01502 Flexure - Right of Col #2 - Top -1.728 k-ft 115.042 k-ft +1.20D+0.50Lr+L+W PASS 0.003718 Flexure - Right of Col #2 - Bottom 0.4277 k-ft 115.042 k-ft +1.20D+L+1.60S Soil Bearing Eccentricity Actual Soil Bearing Stress Actual 1 Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 5.22 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.183 +D+L 5.50 k 0.000 ft 0.29 ksf 0.29 ksf 1.50 ksf 0.193 +D+Lr 5.38 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.189 +D+S 5.42 k 0.000 ft 0.29 ksf 0.29 ksf 1.50 ksf 0.190 +D+0.750Lr+0.750L 5.55 k 0.000 ft 0.29 ksf 0.29 ksf 1.50 ksf 0.195 +D+0.750L+0.750S 5.58 k 0.000 ft 0.29 ksf 0.29 ksf 1.50 ksf 0.196 +D+0.60W 5.27 k -1.484 ft 0.70 ksf 0.00 ksf 1.50 ksf 0.464 +D+0.750Lr+0.750L+0.45OW 5.59 k -1.049 ft 0.59 ksf 0.00 ksf 1.50 ksf 0.391 +D+0.750L+0.750S+0.450W 5.62 k -1.044 ft 0.59 ksf 0.00 ksf 1.50 ksf 0.392 +0.60D+0.60W 3.18 k -2.460 ft 1.00 ksf 0.00 ksf 1.50 ksf 0.666 +0.60D 3.13 k 0.000 ft 0.17 ksf 0.17 ksf 1.50 ksf 0.110 Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +D+L 0.00 0.00 999.000 0.00 0.00 999.000 +D+Lr 0.00 0.00 999.000 0.00 0.00 999.000 +D+S 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.60W 18.65 27.49 1.474 10.87 35.34 3.251 +D+0.750Lr+0.750L+0.45OW 13.99 25.79 1.844 8.15 31.68 3.886 +D+0.750L+0.750S+0.450W 13.99 25.89 1.851 8.15 31.78 3.897 +0.60D+0.60W 18.65 20.88 1.120 10.87 28.73 2.643 +0.60D 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 2.41 k 999 +D+L 0.00 k 2.49 k 999 +D+Lr 0.00 k 2.46 k 999 +D+S 0.00 k 2.47 k 999 +D+0.750Lr+0.750L 0.00 k 2.51 k 999 +D+0.750L+0.750S 0.00 k 2.52 k 999 +D+0.60W 0.00 k 2.42 k 999 +D+0.750Lr+0.750L+0.45OW 0.00 k 2.52 k 999 +D+0.750L+0.750S+0.450W 0.00 k 2.53 k 999 +0.60D+0.60W 0.00 k 1.80 k 999 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C28 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-1 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio +0.60D 0.00 k 1.78 k 999 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.60D 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.60D 0.000 0.016 0 0.000 0 0.000 0.000 0.000 +0.60D 0.000 0.032 0 0.000 0 0.000 0.000 0.000 +0.60D 0.000 0.047 0 0.000 0 0.000 0.000 0.000 +0.90D+W 0.013 0.063 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.020 0.079 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.029 0.095 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.040 0.111 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.051 0.127 Bottom 1.296 Min Temp % 1.550 115.042 0.000 +0.90D+W 0.065 0.142 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.080 0.158 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.096 0.174 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.114 0.190 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.133 0.206 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.153 0.221 Bottom 1.296 Min Temp % 1.550 115.042 0.001 +0.90D+W 0.175 0.237 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.198 0.253 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.223 0.269 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.249 0.285 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.276 0.301 Bottom 1.296 Min Temp % 1.550 115.042 0.002 +0.90D+W 0.304 0.316 Bottom 1.296 Min Temp % 1.550 115.042 0.003 +0.90D+W 0.333 0.332 Bottom 1.296 Min Temp % 1.550 115.042 0.003 +0.90D+W 0.364 0.348 Bottom 1.296 Min Temp % 1.550 115.042 0.003 +0.90D+W 0.396 0.364 Bottom 1.296 Min Temp % 1.550 115.042 0.003 +0.90D+W 0.429 0.380 Bottom 1.296 Min Temp % 1.550 115.042 0.004 +0.90D+W 0.463 0.395 Bottom 1.296 Min Temp % 1.550 115.042 0.004 +0.90D+W 0.499 0.411 Bottom 1.296 Min Temp % 1.550 115.042 0.004 +0.90D+W 0.535 0.427 Bottom 1.296 Min Temp % 1.550 115.042 0.005 +0.90D+W 0.573 0.443 Bottom 1.296 Min Temp % 1.550 115.042 0.005 +0.90D+W 0.611 0.459 Bottom 1.296 Min Temp % 1.550 115.042 0.005 +0.90D+W 0.651 0.475 Bottom 1.296 Min Temp % 1.550 115.042 0.006 +0.90D+W 0.691 0.490 Bottom 1.296 Min Temp % 1.550 115.042 0.006 +0.90D+W 0.733 0.506 Bottom 1.296 Min Temp % 1.550 115.042 0.006 +0.90D+W 0.775 0.522 Bottom 1.296 Min Temp % 1.550 115.042 0.007 +0.90D+W 0.818 0.538 Bottom 1.296 Min Temp % 1.550 115.042 0.007 +0.90D+W 0.863 0.554 Bottom 1.296 Min Temp % 1.550 115.042 0.007 +0.90D+W 0.908 0.569 Bottom 1.296 Min Temp % 1.550 115.042 0.008 +0.90D+W 0.954 0.585 Bottom 1.296 Min Temp % 1.550 115.042 0.008 +0.90D+W 1.001 0.601 Bottom 1.296 Min Temp % 1.550 115.042 0.009 +0.90D+W 1.049 0.617 Bottom 1.296 Min Temp % 1.550 115.042 0.009 +0.90D+W 1.097 0.633 Bottom 1.296 Min Temp % 1.550 115.042 0.010 +0.90D+W 1.147 0.649 Bottom 1.296 Min Temp % 1.550 115.042 0.010 +0.90D+W 1.197 0.664 Bottom 1.296 Min Temp % 1.550 115.042 0.010 +0.90D+W 1.248 0.680 Bottom 1.296 Min Temp % 1.550 115.042 0.011 +0.90D+W 1.299 0.696 Bottom 1.296 Min Temp % 1.550 115.042 0.011 +0.90D+W 1.351 0.712 Bottom 1.296 Min Temp % 1.550 115.042 0.012 +0.90D+W 1.404 0.728 Bottom 1.296 Min Temp % 1.550 115.042 0.012 +0.90D+W 1.458 0.743 Bottom 1.296 Min Temp % 1.550 115.042 0.013 +0.90D+W 1.512 0.759 Bottom 1.296 Min Temp % 1.550 115.042 0.013 +0.90D+W 1.567 0.775 Bottom 1.296 Min Temp % 1.550 115.042 0.014 +0.90D+W 1.622 0.791 Bottom 1.296 Min Temp % 1.550 115.042 0.014 +0.90D+W 1.678 0.807 Bottom 1.296 Min Temp % 1.550 115.042 0.015 +0.90D+W 1.734 0.823 Bottom 1.296 Min Temp % 1.550 115.042 0.015 +0.90D+W 1.791 0.838 Bottom 1.296 Min Temp % 1.550 115.042 0.016 +0.90D+W 1.849 0.854 Bottom 1.296 Min Temp % 1.550 115.042 0.016 +0.90D+W 1.907 0.870 Bottom 1.296 Min Temp % 1.550 115.042 0.017 +0.90D+W 1.965 0.886 Bottom 1.296 Min Temp % 1.550 115.042 0.017 +0.90D+W 2.024 0.902 Bottom 1.296 Min Temp % 1.550 115.042 0.018 +0.90D+W 2.083 0.917 Bottom 1.296 Min Temp % 1.550 115.042 0.018 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C29 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-1 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 2.143 0.933 Bottom 1.296 Min Temp % 1.550 115.042 0.019 +0.90D+W 2.203 0.949 Bottom 1.296 Min Temp % 1.550 115.042 0.019 +0.90D+W 2.263 0.965 Bottom 1.296 Min Temp % 1.550 115.042 0.020 +0.90D+W 2.323 0.981 Bottom 1.296 Min Temp % 1.550 115.042 0.020 +0.90D+W 2.384 0.997 Bottom 1.296 Min Temp % 1.550 115.042 0.021 +0.90D+W 2.445 1.012 Bottom 1.296 Min Temp % 1.550 115.042 0.021 +0.90D+W 2.507 1.028 Bottom 1.296 Min Temp % 1.550 115.042 0.022 +0.90D+W 2.568 1.044 Bottom 1.296 Min Temp % 1.550 115.042 0.022 +0.90D+W 2.630 1.060 Bottom 1.296 Min Temp % 1.550 115.042 0.023 +0.90D+W 2.692 1.076 Bottom 1.296 Min Temp % 1.550 115.042 0.023 +0.90D+W 2.754 1.091 Bottom 1.296 Min Temp % 1.550 115.042 0.024 +0.90D+W 2.817 1.107 Bottom 1.296 Min Temp % 1.550 115.042 0.024 +0.90D+W 2.879 1.123 Bottom 1.296 Min Temp % 1.550 115.042 0.025 +0.90D+W 2.941 1.139 Bottom 1.296 Min Temp % 1.550 115.042 0.026 +0.90D+W 3.004 1.155 Bottom 1.296 Min Temp % 1.550 115.042 0.026 +0.90D+W 3.067 1.170 Bottom 1.296 Min Temp % 1.550 115.042 0.027 +0.90D+W 3.129 1.186 Bottom 1.296 Min Temp % 1.550 115.042 0.027 +0.90D+W 3.192 1.202 Bottom 1.296 Min Temp % 1.550 115.042 0.028 +0.90D+W 3.254 1.218 Bottom 1.296 Min Temp % 1.550 115.042 0.028 +0.90D+W 3.317 1.234 Bottom 1.296 Min Temp % 1.550 115.042 0.029 +0.90D+W 3.379 1.250 Bottom 1.296 Min Temp % 1.550 115.042 0.029 +0.90D+W 3.442 1.265 Bottom 1.296 Min Temp % 1.550 115.042 0.030 +0.90D+W 3.504 1.281 Bottom 1.296 Min Temp % 1.550 115.042 0.030 +0.90D+W 3.566 1.297 Bottom 1.296 Min Temp % 1.550 115.042 0.031 +0.90D+W 3.628 1.313 Bottom 1.296 Min Temp % 1.550 115.042 0.032 +0.90D+W 3.690 1.329 Bottom 1.296 Min Temp % 1.550 115.042 0.032 +0.90D+W 3.752 1.344 Bottom 1.296 Min Temp % 1.550 115.042 0.033 +0.90D+W 3.813 1.360 Bottom 1.296 Min Temp % 1.550 115.042 0.033 +0.90D+W 3.875 1.376 Bottom 1.296 Min Temp % 1.550 115.042 0.034 +0.90D+W 3.936 1.392 Bottom 1.296 Min Temp % 1.550 115.042 0.034 +0.90D+W 3.997 1.408 Bottom 1.296 Min Temp % 1.550 115.042 0.035 +0.90D+W 4.058 1.424 Bottom 1.296 Min Temp % 1.550 115.042 0.035 +0.90D+W 4.119 1.439 Bottom 1.296 Min Temp % 1.550 115.042 0.036 +0.90D+W 4.179 1.455 Bottom 1.296 Min Temp % 1.550 115.042 0.036 +0.90D+W 4.240 1.471 Bottom 1.296 Min Temp % 1.550 115.042 0.037 +0.90D+W 4.300 1.487 Bottom 1.296 Min Temp % 1.550 115.042 0.037 +0.90D+W 4.360 1.503 Bottom 1.296 Min Temp % 1.550 115.042 0.038 +0.90D+W 4.420 1.518 Bottom 1.296 Min Temp % 1.550 115.042 0.038 +0.90D+W 4.479 1.534 Bottom 1.296 Min Temp % 1.550 115.042 0.039 +0.90D+W 4.539 1.550 Bottom 1.296 Min Temp % 1.550 115.042 0.039 +0.90D+W 4.598 1.566 Bottom 1.296 Min Temp % 1.550 115.042 0.040 +0.90D+W 4.658 1.582 Bottom 1.296 Min Temp % 1.550 115.042 0.040 +0.90D+W 4.717 1.598 Bottom 1.296 Min Temp % 1.550 115.042 0.041 +0.90D+W 4.776 1.613 Bottom 1.296 Min Temp % 1.550 115.042 0.042 +0.90D+W 4.834 1.629 Bottom 1.296 Min Temp % 1.550 115.042 0.042 +0.90D+W 4.893 1.645 Bottom 1.296 Min Temp % 1.550 115.042 0.043 +0.90D+W 4.951 1.661 Bottom 1.296 Min Temp % 1.550 115.042 0.043 +0.90D+W 5.010 1.677 Bottom 1.296 Min Temp % 1.550 115.042 0.044 +0.90D+W 5.068 1.692 Bottom 1.296 Min Temp % 1.550 115.042 0.044 +0.90D+W 5.126 1.708 Bottom 1.296 Min Temp % 1.550 115.042 0.045 +0.90D+W 5.184 1.724 Bottom 1.296 Min Temp % 1.550 115.042 0.045 +0.90D+W 5.241 1.740 Bottom 1.296 Min Temp % 1.550 115.042 0.046 +0.90D+W 5.299 1.756 Bottom 1.296 Min Temp % 1.550 115.042 0.046 +0.90D+W 5.356 1.772 Bottom 1.296 Min Temp % 1.550 115.042 0.047 +0.90D+W 5.413 1.787 Bottom 1.296 Min Temp % 1.550 115.042 0.047 +0.90D+W 5.470 1.803 Bottom 1.296 Min Temp % 1.550 115.042 0.048 +0.90D+W 5.527 1.819 Bottom 1.296 Min Temp % 1.550 115.042 0.048 +0.90D+W 5.583 1.835 Bottom 1.296 Min Temp % 1.550 115.042 0.049 +0.90D+W 5.640 1.851 Bottom 1.296 Min Temp % 1.550 115.042 0.049 +0.90D+W 5.696 1.866 Bottom 1.296 Min Temp % 1.550 115.042 0.050 +0.90D+W 5.752 1.882 Bottom 1.296 Min Temp % 1.550 115.042 0.050 +0.90D+W 5.808 1.898 Bottom 1.296 Min Temp % 1.550 115.042 0.050 +0.90D+W 5.864 1.914 Bottom 1.296 Min Temp % 1.550 115.042 0.051 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C30 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-1 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 5.920 1.930 Bottom 1.296 Min Temp % 1.550 115.042 0.051 +0.90D+W 5.975 1.946 Bottom 1.296 Min Temp % 1.550 115.042 0.052 +0.90D+W 6.031 1.961 Bottom 1.296 Min Temp % 1.550 115.042 0.052 +0.90D+W 6.086 1.977 Bottom 1.296 Min Temp % 1.550 115.042 0.053 +0.90D+W 6.141 1.993 Bottom 1.296 Min Temp % 1.550 115.042 0.053 +0.90D+W 6.195 2.009 Bottom 1.296 Min Temp % 1.550 115.042 0.054 +0.90D+W 6.245 2.025 Bottom 1.296 Min Temp % 1.550 115.042 0.054 +0.90D+W 6.293 2.040 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.337 2.056 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.379 2.072 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.416 2.088 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.451 2.104 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.483 2.120 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.511 2.135 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.536 2.151 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.558 2.167 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.577 2.183 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.592 2.199 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.604 2.214 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.613 2.230 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.619 2.246 Bottom 1.296 Min Temp % 1.550 115.042 0.058 +0.90D+W 6.622 2.262 Bottom 1.296 Min Temp % 1.550 115.042 0.058 +0.90D+W 6.621 2.278 Bottom 1.296 Min Temp % 1.550 115.042 0.058 +0.90D+W 6.617 2.294 Bottom 1.296 Min Temp % 1.550 115.042 0.058 +0.90D+W 6.610 2.309 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.600 2.325 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.586 2.341 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.569 2.357 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.549 2.373 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.526 2.388 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.500 2.404 Bottom 1.296 Min Temp % 1.550 115.042 0.057 +0.90D+W 6.470 2.420 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.437 2.436 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.401 2.452 Bottom 1.296 Min Temp % 1.550 115.042 0.056 +0.90D+W 6.362 2.468 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.320 2.483 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.274 2.499 Bottom 1.296 Min Temp % 1.550 115.042 0.055 +0.90D+W 6.225 2.515 Bottom 1.296 Min Temp % 1.550 115.042 0.054 +0.90D+W 6.173 2.531 Bottom 1.296 Min Temp % 1.550 115.042 0.054 +0.90D+W 6.118 2.547 Bottom 1.296 Min Temp % 1.550 115.042 0.053 +0.90D+W 6.059 2.562 Bottom 1.296 Min Temp % 1.550 115.042 0.053 +0.90D+W 5.997 2.578 Bottom 1.296 Min Temp % 1.550 115.042 0.052 +0.90D+W 5.932 2.594 Bottom 1.296 Min Temp % 1.550 115.042 0.052 +0.90D+W 5.864 2.610 Bottom 1.296 Min Temp % 1.550 115.042 0.051 +0.90D+W 5.793 2.626 Bottom 1.296 Min Temp % 1.550 115.042 0.050 +0.90D+W 5.718 2.642 Bottom 1.296 Min Temp % 1.550 115.042 0.050 +0.90D+W 5.640 2.657 Bottom 1.296 Min Temp % 1.550 115.042 0.049 +0.90D+W 5.560 2.673 Bottom 1.296 Min Temp % 1.550 115.042 0.048 +0.90D+W 5.479 2.689 Bottom 1.296 Min Temp % 1.550 115.042 0.048 +0.90D+W 5.398 2.705 Bottom 1.296 Min Temp % 1.550 115.042 0.047 +0.90D+W 5.317 2.721 Bottom 1.296 Min Temp % 1.550 115.042 0.046 +0.90D+W 5.236 2.736 Bottom 1.296 Min Temp % 1.550 115.042 0.046 +0.90D+W 5.154 2.752 Bottom 1.296 Min Temp % 1.550 115.042 0.045 +0.90D+W 5.072 2.768 Bottom 1.296 Min Temp % 1.550 115.042 0.044 +0.90D+W 4.991 2.784 Bottom 1.296 Min Temp % 1.550 115.042 0.043 +0.90D+W 4.909 2.800 Bottom 1.296 Min Temp % 1.550 115.042 0.043 +0.90D+W 4.827 2.816 Bottom 1.296 Min Temp % 1.550 115.042 0.042 +0.90D+W 4.744 2.831 Bottom 1.296 Min Temp % 1.550 115.042 0.041 +0.90D+W 4.662 2.847 Bottom 1.296 Min Temp % 1.550 115.042 0.041 +0.90D+W 4.579 2.863 Bottom 1.296 Min Temp % 1.550 115.042 0.040 +0.90D+W 4.496 2.879 Bottom 1.296 Min Temp % 1.550 115.042 0.039 +0.90D+W 4.413 2.895 Bottom 1.296 Min Temp % 1.550 115.042 0.038 +0.90D+W 4.330 2.910 Bottom 1.296 Min Temp % 1.550 115.042 0.038 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C31 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-1 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 4.247 2.926 Bottom 1.296 Min Temp % 1.550 115.042 0.037 +0.90D+W 4.163 2.942 Bottom 1.296 Min Temp % 1.550 115.042 0.036 +0.90D+W 4.080 2.958 Bottom 1.296 Min Temp % 1.550 115.042 0.035 +0.90D+W 3.996 2.974 Bottom 1.296 Min Temp % 1.550 115.042 0.035 +0.90D+W 3.912 2.990 Bottom 1.296 Min Temp % 1.550 115.042 0.034 +0.90D+W 3.828 3.005 Bottom 1.296 Min Temp % 1.550 115.042 0.033 +0.90D+W 3.744 3.021 Bottom 1.296 Min Temp % 1.550 115.042 0.033 +0.90D+W 3.659 3.037 Bottom 1.296 Min Temp % 1.550 115.042 0.032 +0.90D+W 3.575 3.053 Bottom 1.296 Min Temp % 1.550 115.042 0.031 +0.90D+W 3.490 3.069 Bottom 1.296 Min Temp % 1.550 115.042 0.030 +0.90D+W 3.405 3.084 Bottom 1.296 Min Temp % 1.550 115.042 0.030 +0.90D+W 3.320 3.100 Bottom 1.296 Min Temp % 1.550 115.042 0.029 +0.90D+W 3.235 3.116 Bottom 1.296 Min Temp % 1.550 115.042 0.028 +0.90D+W 3.149 3.132 Bottom 1.296 Min Temp % 1.550 115.042 0.027 +0.90D+W 3.064 3.148 Bottom 1.296 Min Temp % 1.550 115.042 0.027 +0.90D+W 2.978 3.164 Bottom 1.296 Min Temp % 1.550 115.042 0.026 +0.90D+W 2.892 3.179 Bottom 1.296 Min Temp % 1.550 115.042 0.025 +0.90D+W 2.806 3.195 Bottom 1.296 Min Temp % 1.550 115.042 0.024 +0.90D+W 2.720 3.211 Bottom 1.296 Min Temp % 1.550 115.042 0.024 +0.90D+W 2.633 3.227 Bottom 1.296 Min Temp % 1.550 115.042 0.023 +0.90D+W 2.547 3.243 Bottom 1.296 Min Temp % 1.550 115.042 0.022 +0.90D+W 2.460 3.258 Bottom 1.296 Min Temp % 1.550 115.042 0.021 +0.90D+W 2.373 3.274 Bottom 1.296 Min Temp % 1.550 115.042 0.021 +0.90D+W 2.286 3.290 Bottom 1.296 Min Temp % 1.550 115.042 0.020 +0.90D+W 2.199 3.306 Bottom 1.296 Min Temp % 1.550 115.042 0.019 +0.90D+W 2.112 3.322 Bottom 1.296 Min Temp % 1.550 115.042 0.018 +0.90D+W 2.024 3.337 Bottom 1.296 Min Temp % 1.550 115.042 0.018 +0.90D+W 1.936 3.353 Bottom 1.296 Min Temp % 1.550 115.042 0.017 +0.90D+W 1.848 3.369 Bottom 1.296 Min Temp % 1.550 115.042 0.016 +0.90D+W 1.760 3.385 Bottom 1.296 Min Temp % 1.550 115.042 0.015 +0.90D+W 1.672 3.401 Bottom 1.296 Min Temp % 1.550 115.042 0.015 +0.90D+W 1.584 3.417 Bottom 1.296 Min Temp % 1.550 115.042 0.014 +0.90D+W 1.495 3.432 Bottom 1.296 Min Temp % 1.550 115.042 0.013 +0.90D+W 1.407 3.448 Bottom 1.296 Min Temp % 1.550 115.042 0.012 +0.90D+W 1.318 3.464 Bottom 1.296 Min Temp % 1.550 115.042 0.011 +0.90D+W 1.229 3.480 Bottom 1.296 Min Temp % 1.550 115.042 0.011 +0.90D+W 1.140 3.496 Bottom 1.296 Min Temp % 1.550 115.042 0.010 +0.90D+W 1.050 3.511 Bottom 1.296 Min Temp % 1.550 115.042 0.009 +0.90D+W 0.961 3.527 Bottom 1.296 Min Temp % 1.550 115.042 0.008 +0.90D+W 0.871 3.543 Bottom 1.296 Min Temp % 1.550 115.042 0.008 +0.90D+W 0.781 3.559 Bottom 1.296 Min Temp % 1.550 115.042 0.007 +0.90D+W 0.691 3.575 Bottom 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+1.60Lr+0.50W -0.603 3.591 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+1.60Lr+0.50W -0.640 3.606 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+1.60Lr+0.50W -0.676 3.622 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+1.60Lr+0.50W -0.713 3.638 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+1.60Lr+0.50W -0.750 3.654 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+1.60Lr+0.50W -0.786 3.670 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+1.60Lr+0.50W -0.822 3.685 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+L+0.50S+W -0.861 3.701 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+L+0.50S+W -0.931 3.717 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+L+0.50S+W -0.999 3.733 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+L+0.50S+W -1.064 3.749 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+L+0.50S+W -1.127 3.765 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+L+0.50S+W -1.187 3.780 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+L+0.50S+W -1.245 3.796 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+L+0.50S+W -1.300 3.812 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+L+0.50S+W -1.353 3.828 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+L+0.50S+W -1.403 3.844 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+L+0.50S+W -1.451 3.859 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+L+0.50S+W -1.496 3.875 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+L+0.50S+W -1.539 3.891 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+L+0.50S+W -1.579 3.907 Top 1.296 Min Temp % 1.550 115.042 0.014 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C32 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-1 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +1.20D+L+0.50S+W -1.617 3.923 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+L+0.50S+W -1.652 3.939 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+L+0.50S+W -1.685 3.954 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+L+0.50S+W -1.715 3.970 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+L+0.50S+W -1.743 3.986 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+L+0.50S+W -1.769 4.002 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+L+0.50S+W -1.792 4.018 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.812 4.033 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.830 4.049 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.845 4.065 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.858 4.081 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.869 4.097 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.877 4.113 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.882 4.128 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.885 4.144 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.886 4.160 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.884 4.176 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.880 4.192 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.873 4.207 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.863 4.223 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.851 4.239 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.837 4.255 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.820 4.271 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+L+0.50S+W -1.801 4.287 Top 1.296 Min Temp % 1.550 115.042 0.016 +1.20D+0.50Lr+L+W -1.779 4.302 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.755 4.318 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.728 4.334 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.701 4.350 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.673 4.366 Top 1.296 Min Temp % 1.550 115.042 0.015 +1.20D+0.50Lr+L+W -1.647 4.381 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.620 4.397 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.593 4.413 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.567 4.429 Top 1.296 Min Temp % 1.550 115.042 0.014 +1.20D+0.50Lr+L+W -1.541 4.445 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.515 4.461 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.490 4.476 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.464 4.492 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.439 4.508 Top 1.296 Min Temp % 1.550 115.042 0.013 +1.20D+0.50Lr+L+W -1.414 4.524 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.390 4.540 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.365 4.555 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.341 4.571 Top 1.296 Min Temp % 1.550 115.042 0.012 +1.20D+0.50Lr+L+W -1.317 4.587 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.293 4.603 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.269 4.619 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.246 4.635 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.223 4.650 Top 1.296 Min Temp % 1.550 115.042 0.011 +1.20D+0.50Lr+L+W -1.200 4.666 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.177 4.682 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.155 4.698 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.132 4.714 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.110 4.729 Top 1.296 Min Temp % 1.550 115.042 0.010 +1.20D+0.50Lr+L+W -1.088 4.745 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -1.067 4.761 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -1.045 4.777 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -1.024 4.793 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -1.003 4.809 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -0.982 4.824 Top 1.296 Min Temp % 1.550 115.042 0.009 +1.20D+0.50Lr+L+W -0.962 4.840 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.941 4.856 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.921 4.872 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.901 4.888 Top 1.296 Min Temp % 1.550 115.042 0.008 +1.20D+0.50Lr+L+W -0.882 4.903 Top 1.296 Min Temp % 1.550 115.042 0.008 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C33 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 9:25AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Wall C-1 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +1.20D+0.50Lr+L+W -0.862 4.919 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.843 4.935 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.824 4.951 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.805 4.967 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.786 4.983 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.768 4.998 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.750 5.014 Top 1.296 Min Temp % 1.550 115.042 0.007 +1.20D+0.50Lr+L+W -0.732 5.030 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.714 5.046 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.697 5.062 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.679 5.077 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.662 5.093 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.645 5.109 Top 1.296 Min Temp % 1.550 115.042 0.006 +1.20D+0.50Lr+L+W -0.629 5.125 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.612 5.141 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.596 5.157 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.580 5.172 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.564 5.188 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.549 5.204 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.533 5.220 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.518 5.236 Top 1.296 Min Temp % 1.550 115.042 0.005 +1.20D+0.50Lr+L+W -0.503 5.251 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.489 5.267 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.474 5.283 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.460 5.299 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.446 5.315 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.432 5.330 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.418 5.346 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.405 5.362 Top 1.296 Min Temp % 1.550 115.042 0.004 +1.20D+0.50Lr+L+W -0.392 5.378 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.379 5.394 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.366 5.410 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.354 5.425 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.341 5.441 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.329 5.457 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.317 5.473 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.306 5.489 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.294 5.504 Top 1.296 Min Temp % 1.550 115.042 0.003 +1.20D+0.50Lr+L+W -0.283 5.520 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.272 5.536 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.261 5.552 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.251 5.568 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.240 5.584 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.230 5.599 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.220 5.615 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.211 5.631 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.201 5.647 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.192 5.663 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.183 5.678 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.174 5.694 Top 1.296 Min Temp % 1.550 115.042 0.002 +1.20D+0.50Lr+L+W -0.166 5.710 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.157 5.726 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.149 5.742 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.141 5.758 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.133 5.773 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.126 5.789 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.119 5.805 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.111 5.821 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.105 5.837 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.098 5.852 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.092 5.868 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.085 5.884 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.079 5.900 Top 1.296 Min Temp % 1.550 115.042 0.001 CAITLIN ROSE JOHNS RESIDENCE C34 Engneteitle: ENGINEERING, LLC Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Caitlin R. Wilhelm, PE Printed: 7 JUN 2021, 9:25AM Combined Footing g File: 21-21- Johns - Foundation Calcs.ec6 J" Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Wall C-1 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) (ft) (in^2) (in^2) (ft-k) +1.20D+0.50Lr+L+W -0.074 5.916 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.068 5.932 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.063 5.947 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.058 5.963 Top 1.296 Min Temp % 1.550 115.042 0.001 +1.20D+0.50Lr+L+W -0.053 5.979 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.048 5.995 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.044 6.011 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.039 6.026 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.035 6.042 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.031 6.058 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.028 6.074 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.024 6.090 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.021 6.106 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.018 6.121 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.016 6.137 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.013 6.153 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W -0.011 6.169 Top 1.296 Min Temp % 1.550 115.042 0.000 +1.20D+0.50Lr+L+W 0.000 6.185 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.200 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.216 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.232 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.248 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.264 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.280 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.295 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.311 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 6.327 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.40D 82.16 psi 0.14 psi 0.14 psi 164.32 psi 0.14 psi 0.14 psi +1.20D+0.50Lr+1.60L 82.16 psi 0.20 psi 0.20 psi 164.32 psi 0.21 psi 0.21 psi +1.20D+1.60L+0.50S 82.16 psi 0.21 psi 0.21 psi 164.32 psi 0.21 psi 0.21 psi +1.20D+1.60Lr+L 82.16 psi 0.20 psi 0.20 psi 164.32 psi 0.21 psi 0.21 psi +1.20D+1.60Lr+0.50W 82.16 psi 3.86 psi 3.86 psi 164.32 psi 2.25psi 2.69 psi +1.20D+L+1.60S 82.16 psi 0.21 psi 0.21 psi 164.32 psi 0.22 psi 0.22 psi +1.20D+1.60S+0.50W 82.16 psi 3.86 psi 3.86 psi 164.32 psi 2.26 psi 2.70 psi +1.20D+0.50Lr+L+W 82.16 psi 7.49 psi 7.49 psi 164.32 psi 4.55psi 5.59 psi +1.20D+L+0.50S+W 82.16 psi 7.49 psi 7.49 psi 164.32 psi 4.55psi 5.59 psi +0.90D+W 82.16 psi 8.87 psi 8.87 psi 164.32 psi 5.34 psi 5.34 psi +1.20D+L+0.20S 82.16 psi 0.17 psi 0.17 psi 164.32 psi 0.17 psi 0.17 psi +0.90D 82.16 psi 0.09 psi 0.09 psi 164.32 psi 0.09 psi 0.09 psi I:kCAITLIN ROSE Engneteitle: JOHNS RESIDENCE C35 ENGINEERING, LLC Project ID: 21-21 Caitlin R. Wilhelm, PE Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined FootingFile: 21-21- Johns - Foundation Calcs.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Walls 2-1 & 2-2 Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Analysis/Design Settings fc : Concrete 28 day strength 3.0 ksi Calculate footing weight as dead load ? fy : Rebar Yield 60.0 ksi Calculate Pedestal weight as dead load ? Ec : Concrete Elastic Modulus 3,122.0 ksi Min Steel % Bending Reinf (based on'd') Concrete Density 145.0 pcf Min Allow % Temp Reinf (based on thick) Phi Values Flexure : 0.90 Min. Overturning Safety Factor Shear: 0.750 Min. Sliding Safety Factor Soil Information Allowable Soil Bearing 1.50 ksf Increase Bearing By Footing Weight No Soil Passive Sliding Resistance 250.0 pcf (Uses entry for "Footing base depth below soil surface" for force) Coefficient of Soil/Concrete Friction 0.30 Dimensions & Reinforcing Yes Yes 0.00180 1.0: 1 1.0: 1 Soil Bearing Increase Footing base depth below soil surface 1.50 It Increases based on footing Depth .... Allowable pressure increase per foot ksf when base of footing is below It Increases based on footing Width ... Allowable pressure increase per foot ksf when maximum length or width is greater than ft Maximum Allowed Bearing Pressure 10.0 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 1.50 ksf (Allowable Soil Bearing adjusted for footing weight and depth & width increases as specified by user.) Distance Left of Column #1 = 3.670 ft Pedestal dimensions... Between Columns = 1.667 ft Bars left of Col #1 Distance Right of Column #2 = 3.670 ft Col #1 Col #2 Bottom Bars Total Footing Length = 9.007 ft Sq. Dim. = 8.0 8.0 in Top Bars Height = 48.0 48.0 in Bars Btwn Cols Footing Width = 3.750 ft Bottom Bars Footing Thickness = 20.0 in Top Bars Bars Right of Col #2 Rebar Center to Concrete Edge @ Top = 3.0 in Bottom Bars Rebar Center to Concrete Edge @ Bottom = 3.0 in Top Bars Applied Loads Applied @ Left Column D Axial Load Downward = 0.120 Moment (+CW) _ Shear(+X) _ Applied @ Right Column Axial Load Downward = 0.120 Moment (+CW) _ Shear(+X) _ Overburden = 645 6-#5 645 Lr L 0.160 0.280 0.160 0.280 Count Size # As Provided As Req'd 6.0 5 1.860 1.620 inA2 6.0 5 1.860 0.0 inA2 6.0 5 1.860 1.620 in12 6.0 5 1.860 1.620 inA2 6.0 5 1.860 1.620 inA2 6.0 5 1.860 1.620 inA2 S W E H 0.20 20.613 0.20-20.613 k k-ft k k k-ft k CAITLIN ROSE Engneteitle: JOHNS RESIDENCE C36 ENGINEERING, LLC Project ID: 21-21 Caitlin R. Wilhelm, PE Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined Footing File: 21-21- Johns - Foundation Calcs.ec6 g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Walls 2-1 & 2-2 DESIGN SUMMARY - • • Factor of Safety Item Applied Capacity Governing Load Combination PASS 1.053 Overturning 66.007 k-ft 69.488 k-ft +0.60D+0.60W PASS No Sliding Sliding 0.0 k 3.730 k No Sliding PASS 1.433 Uplift 12.368 k 17.719 k +0.60D+0.60W Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.9693 Soil Bearing 1.454 ksf 1.50 ksf +0.60D+0.60W PASS 0.2641 1-way Shear - Col #1 21.701 psi 82.158 psi +0.90D+W PASS 0.2641 1-way Shear - Col #2 21.699 psi 82.158 psi +0.90D+W PASS 0.07839 2-way Punching - Col #1 12.881 psi 164.317 psi +0.90D+W PASS 0.08123 2-way Punching - Col #2 13.347 psi 164.317 psi +1.20D+L+0.50S+W PASS No Bending Flexure - Left of Col #1 - Top 0.0 k-ft 0.0 k-ft N/A PASS 0.1478 Flexure - Left of Col #1 - Bottom 20.434 k-ft 138.220 k-ft +0.90D+W PASS 0.01930 Flexure - Between Cols - Top -2.667 k-ft 138.220 k-ft +1.20D+1.60Lr+0.50W PASS 0.1212 Flexure - Between Cols - Bottom 16.750 k-ft 138.220 k-ft +0.90D+W PASS 0.04369 Flexure - Right of Col #2 - Top -6.039 k-ft 138.220 k-ft +1.20D+0.50Lr+L+W PASS 0.009397 Flexure - Right of Col #2 - Bottom 1.299 k-ft 138.220 k-ft +1.20D+L+1.60S Soil Bearing Eccentricity Actual Soil Bearing Stress Actual 1 Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 8.92 k 0.000 ft 0.26 ksf 0.26 ksf 1.50 ksf 0.176 +D+L 9.48 k -0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.187 +D+Lr 9.24 k 0.000 ft 0.27 ksf 0.27 ksf 1.50 ksf 0.182 +D+S 9.32 k 0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.184 +D+0.750Lr+0.750L 9.58 k -0.000 ft 0.28 ksf 0.28 ksf 1.50 ksf 0.189 +D+0.750L+0.750S 9.64 k 0.000 ft 0.29 ksf 0.29 ksf 1.50 ksf 0.190 +D+0.60W 8.92 k -2.312 ft 0.72 ksf 0.00 ksf 1.50 ksf 0.481 +D+0.750Lr+0.750L+0.45OW 9.58 k -1.614 ft 0.59 ksf 0.00 ksf 1.50 ksf 0.392 +D+0.750L+0.750S+0.450W 9.64 k -1.604 ft 0.59 ksf 0.00 ksf 1.50 ksf 0.393 +0.60D+0.60W 5.35 k -3.853 ft 1.45 ksf 0.00 ksf 1.50 ksf 0.969 +0.60D 5.35 k 0.000 ft 0.16 ksf 0.16 ksf 1.50 ksf 0.106 Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +D+L 0.00 0.00 999.000 0.00 0.00 999.000 +D+Lr 0.00 0.00 999.000 0.00 0.00 999.000 +D+S 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750Lr+0.750L 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.750L+0.750S 0.00 0.00 999.000 0.00 0.00 999.000 +D+0.60W 66.01 85.55 1.296 45.39 106.17 2.339 +D+0.750Lr+0.750L+0.45OW 49.51 77.18 1.559 34.04 92.64 2.721 +D+0.750L+0.750S+0.450W 49.51 77.45 1.564 34.04 92.91 2.729 +0.60D+0.60W 66.01 69.49 1.053 45.39 90.10 1.985 +0.60D 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio D Only 0.00 k 3.73 k 999 +D+L 0.00 k 3.90 k 999 +D+Lr 0.00 k 3.83 k 999 +D+S 0.00 k 3.85 k 999 +D+0.750Lr+0.750L 0.00 k 3.93 k 999 +D+0.750L+0.750S 0.00 k 3.95 k 999 +D+0.60W 0.00 k 3.73 k 999 +D+0.750Lr+0.750L+0.45OW 0.00 k 3.93 k 999 +D+0.750L+0.750S+0.450W 0.00 k 3.95 k 999 +0.60D+0.60W 0.00 k 2.66 k 999 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C37 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Walls 2-1 & 2-2 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio +0.60D 0.00 k 2.66 k 999 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.60D 0.000 0.000 0 0.000 0 0.000 0.000 0.000 +0.60D 0.000 0.023 0 0.000 0 0.000 0.000 0.000 +0.90D+W 0.023 0.045 Bottom 1.620 Min Temp % 1.860 138.220 0.000 +0.90D+W 0.051 0.068 Bottom 1.620 Min Temp % 1.860 138.220 0.000 +0.90D+W 0.090 0.090 Bottom 1.620 Min Temp % 1.860 138.220 0.001 +0.90D+W 0.139 0.113 Bottom 1.620 Min Temp % 1.860 138.220 0.001 +0.90D+W 0.197 0.135 Bottom 1.620 Min Temp % 1.860 138.220 0.001 +0.90D+W 0.265 0.158 Bottom 1.620 Min Temp % 1.860 138.220 0.002 +0.90D+W 0.342 0.180 Bottom 1.620 Min Temp % 1.860 138.220 0.002 +0.90D+W 0.427 0.203 Bottom 1.620 Min Temp % 1.860 138.220 0.003 +0.90D+W 0.521 0.225 Bottom 1.620 Min Temp % 1.860 138.220 0.004 +0.90D+W 0.622 0.248 Bottom 1.620 Min Temp % 1.860 138.220 0.004 +0.90D+W 0.730 0.270 Bottom 1.620 Min Temp % 1.860 138.220 0.005 +0.90D+W 0.845 0.293 Bottom 1.620 Min Temp % 1.860 138.220 0.006 +0.90D+W 0.967 0.315 Bottom 1.620 Min Temp % 1.860 138.220 0.007 +0.90D+W 1.094 0.338 Bottom 1.620 Min Temp % 1.860 138.220 0.008 +0.90D+W 1.228 0.360 Bottom 1.620 Min Temp % 1.860 138.220 0.009 +0.90D+W 1.366 0.383 Bottom 1.620 Min Temp % 1.860 138.220 0.010 +0.90D+W 1.509 0.405 Bottom 1.620 Min Temp % 1.860 138.220 0.011 +0.90D+W 1.657 0.428 Bottom 1.620 Min Temp % 1.860 138.220 0.012 +0.90D+W 1.808 0.450 Bottom 1.620 Min Temp % 1.860 138.220 0.013 +0.90D+W 1.963 0.473 Bottom 1.620 Min Temp % 1.860 138.220 0.014 +0.90D+W 2.122 0.495 Bottom 1.620 Min Temp % 1.860 138.220 0.015 +0.90D+W 2.283 0.518 Bottom 1.620 Min Temp % 1.860 138.220 0.017 +0.90D+W 2.446 0.540 Bottom 1.620 Min Temp % 1.860 138.220 0.018 +0.90D+W 2.611 0.563 Bottom 1.620 Min Temp % 1.860 138.220 0.019 +0.90D+W 2.778 0.585 Bottom 1.620 Min Temp % 1.860 138.220 0.020 +0.90D+W 2.945 0.608 Bottom 1.620 Min Temp % 1.860 138.220 0.021 +0.90D+W 3.114 0.630 Bottom 1.620 Min Temp % 1.860 138.220 0.023 +0.90D+W 3.283 0.653 Bottom 1.620 Min Temp % 1.860 138.220 0.024 +0.90D+W 3.451 0.676 Bottom 1.620 Min Temp % 1.860 138.220 0.025 +0.90D+W 3.619 0.698 Bottom 1.620 Min Temp % 1.860 138.220 0.026 +0.90D+W 3.787 0.721 Bottom 1.620 Min Temp % 1.860 138.220 0.027 +0.90D+W 3.954 0.743 Bottom 1.620 Min Temp % 1.860 138.220 0.029 +0.90D+W 4.121 0.766 Bottom 1.620 Min Temp % 1.860 138.220 0.030 +0.90D+W 4.287 0.788 Bottom 1.620 Min Temp % 1.860 138.220 0.031 +0.90D+W 4.454 0.811 Bottom 1.620 Min Temp % 1.860 138.220 0.032 +0.90D+W 4.619 0.833 Bottom 1.620 Min Temp % 1.860 138.220 0.033 +0.90D+W 4.784 0.856 Bottom 1.620 Min Temp % 1.860 138.220 0.035 +0.90D+W 4.949 0.878 Bottom 1.620 Min Temp % 1.860 138.220 0.036 +0.90D+W 5.114 0.901 Bottom 1.620 Min Temp % 1.860 138.220 0.037 +0.90D+W 5.278 0.923 Bottom 1.620 Min Temp % 1.860 138.220 0.038 +0.90D+W 5.441 0.946 Bottom 1.620 Min Temp % 1.860 138.220 0.039 +0.90D+W 5.604 0.968 Bottom 1.620 Min Temp % 1.860 138.220 0.041 +0.90D+W 5.767 0.991 Bottom 1.620 Min Temp % 1.860 138.220 0.042 +0.90D+W 5.929 1.013 Bottom 1.620 Min Temp % 1.860 138.220 0.043 +0.90D+W 6.091 1.036 Bottom 1.620 Min Temp % 1.860 138.220 0.044 +0.90D+W 6.253 1.058 Bottom 1.620 Min Temp % 1.860 138.220 0.045 +0.90D+W 6.414 1.081 Bottom 1.620 Min Temp % 1.860 138.220 0.046 +0.90D+W 6.575 1.103 Bottom 1.620 Min Temp % 1.860 138.220 0.048 +0.90D+W 6.735 1.126 Bottom 1.620 Min Temp % 1.860 138.220 0.049 +0.90D+W 6.895 1.148 Bottom 1.620 Min Temp % 1.860 138.220 0.050 +0.90D+W 7.054 1.171 Bottom 1.620 Min Temp % 1.860 138.220 0.051 +0.90D+W 7.213 1.193 Bottom 1.620 Min Temp % 1.860 138.220 0.052 +0.90D+W 7.372 1.216 Bottom 1.620 Min Temp % 1.860 138.220 0.053 +0.90D+W 7.530 1.238 Bottom 1.620 Min Temp % 1.860 138.220 0.054 +0.90D+W 7.688 1.261 Bottom 1.620 Min Temp % 1.860 138.220 0.056 +0.90D+W 7.845 1.283 Bottom 1.620 Min Temp % 1.860 138.220 0.057 +0.90D+W 8.002 1.306 Bottom 1.620 Min Temp % 1.860 138.220 0.058 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C38 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Walls 2-1 & 2-2 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 8.159 1.329 Bottom 1.620 Min Temp % 1.860 138.220 0.059 +0.90D+W 8.315 1.351 Bottom 1.620 Min Temp % 1.860 138.220 0.060 +0.90D+W 8.470 1.374 Bottom 1.620 Min Temp % 1.860 138.220 0.061 +0.90D+W 8.626 1.396 Bottom 1.620 Min Temp % 1.860 138.220 0.062 +0.90D+W 8.781 1.419 Bottom 1.620 Min Temp % 1.860 138.220 0.064 +0.90D+W 8.935 1.441 Bottom 1.620 Min Temp % 1.860 138.220 0.065 +0.90D+W 9.089 1.464 Bottom 1.620 Min Temp % 1.860 138.220 0.066 +0.90D+W 9.243 1.486 Bottom 1.620 Min Temp % 1.860 138.220 0.067 +0.90D+W 9.396 1.509 Bottom 1.620 Min Temp % 1.860 138.220 0.068 +0.90D+W 9.549 1.531 Bottom 1.620 Min Temp % 1.860 138.220 0.069 +0.90D+W 9.701 1.554 Bottom 1.620 Min Temp % 1.860 138.220 0.070 +0.90D+W 9.853 1.576 Bottom 1.620 Min Temp % 1.860 138.220 0.071 +0.90D+W 10.005 1.599 Bottom 1.620 Min Temp % 1.860 138.220 0.072 +0.90D+W 10.156 1.621 Bottom 1.620 Min Temp % 1.860 138.220 0.073 +0.90D+W 10.307 1.644 Bottom 1.620 Min Temp % 1.860 138.220 0.075 +0.90D+W 10.457 1.666 Bottom 1.620 Min Temp % 1.860 138.220 0.076 +0.90D+W 10.607 1.689 Bottom 1.620 Min Temp % 1.860 138.220 0.077 +0.90D+W 10.757 1.711 Bottom 1.620 Min Temp % 1.860 138.220 0.078 +0.90D+W 10.906 1.734 Bottom 1.620 Min Temp % 1.860 138.220 0.079 +0.90D+W 11.054 1.756 Bottom 1.620 Min Temp % 1.860 138.220 0.080 +0.90D+W 11.203 1.779 Bottom 1.620 Min Temp % 1.860 138.220 0.081 +0.90D+W 11.350 1.801 Bottom 1.620 Min Temp % 1.860 138.220 0.082 +0.90D+W 11.498 1.824 Bottom 1.620 Min Temp % 1.860 138.220 0.083 +0.90D+W 11.645 1.846 Bottom 1.620 Min Temp % 1.860 138.220 0.084 +0.90D+W 11.791 1.869 Bottom 1.620 Min Temp % 1.860 138.220 0.085 +0.90D+W 11.938 1.891 Bottom 1.620 Min Temp % 1.860 138.220 0.086 +0.90D+W 12.083 1.914 Bottom 1.620 Min Temp % 1.860 138.220 0.087 +0.90D+W 12.229 1.937 Bottom 1.620 Min Temp % 1.860 138.220 0.088 +0.90D+W 12.374 1.959 Bottom 1.620 Min Temp % 1.860 138.220 0.090 +0.90D+W 12.518 1.982 Bottom 1.620 Min Temp % 1.860 138.220 0.091 +0.90D+W 12.663 2.004 Bottom 1.620 Min Temp % 1.860 138.220 0.092 +0.90D+W 12.806 2.027 Bottom 1.620 Min Temp % 1.860 138.220 0.093 +0.90D+W 12.950 2.049 Bottom 1.620 Min Temp % 1.860 138.220 0.094 +0.90D+W 13.092 2.072 Bottom 1.620 Min Temp % 1.860 138.220 0.095 +0.90D+W 13.235 2.094 Bottom 1.620 Min Temp % 1.860 138.220 0.096 +0.90D+W 13.377 2.117 Bottom 1.620 Min Temp % 1.860 138.220 0.097 +0.90D+W 13.519 2.139 Bottom 1.620 Min Temp % 1.860 138.220 0.098 +0.90D+W 13.660 2.162 Bottom 1.620 Min Temp % 1.860 138.220 0.099 +0.90D+W 13.801 2.184 Bottom 1.620 Min Temp % 1.860 138.220 0.100 +0.90D+W 13.941 2.207 Bottom 1.620 Min Temp % 1.860 138.220 0.101 +0.90D+W 14.081 2.229 Bottom 1.620 Min Temp % 1.860 138.220 0.102 +0.90D+W 14.221 2.252 Bottom 1.620 Min Temp % 1.860 138.220 0.103 +0.90D+W 14.360 2.274 Bottom 1.620 Min Temp % 1.860 138.220 0.104 +0.90D+W 14.499 2.297 Bottom 1.620 Min Temp % 1.860 138.220 0.105 +0.90D+W 14.637 2.319 Bottom 1.620 Min Temp % 1.860 138.220 0.106 +0.90D+W 14.775 2.342 Bottom 1.620 Min Temp % 1.860 138.220 0.107 +0.90D+W 14.912 2.364 Bottom 1.620 Min Temp % 1.860 138.220 0.108 +0.90D+W 15.050 2.387 Bottom 1.620 Min Temp % 1.860 138.220 0.109 +0.90D+W 15.186 2.409 Bottom 1.620 Min Temp % 1.860 138.220 0.110 +0.90D+W 15.322 2.432 Bottom 1.620 Min Temp % 1.860 138.220 0.111 +0.90D+W 15.458 2.454 Bottom 1.620 Min Temp % 1.860 138.220 0.112 +0.90D+W 15.594 2.477 Bottom 1.620 Min Temp % 1.860 138.220 0.113 +0.90D+W 15.729 2.499 Bottom 1.620 Min Temp % 1.860 138.220 0.114 +0.90D+W 15.863 2.522 Bottom 1.620 Min Temp % 1.860 138.220 0.115 +0.90D+W 15.998 2.544 Bottom 1.620 Min Temp % 1.860 138.220 0.116 +0.90D+W 16.131 2.567 Bottom 1.620 Min Temp % 1.860 138.220 0.117 +0.90D+W 16.265 2.590 Bottom 1.620 Min Temp % 1.860 138.220 0.118 +0.90D+W 16.398 2.612 Bottom 1.620 Min Temp % 1.860 138.220 0.119 +0.90D+W 16.530 2.635 Bottom 1.620 Min Temp % 1.860 138.220 0.120 +0.90D+W 16.662 2.657 Bottom 1.620 Min Temp % 1.860 138.220 0.121 +0.90D+W 16.794 2.680 Bottom 1.620 Min Temp % 1.860 138.220 0.122 +0.90D+W 16.926 2.702 Bottom 1.620 Min Temp % 1.860 138.220 0.122 +0.90D+W 17.056 2.725 Bottom 1.620 Min Temp % 1.860 138.220 0.123 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C39 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Walls 2-1 & 2-2 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 17.187 2.747 Bottom 1.620 Min Temp % 1.860 138.220 0.124 +0.90D+W 17.317 2.770 Bottom 1.620 Min Temp % 1.860 138.220 0.125 +0.90D+W 17.447 2.792 Bottom 1.620 Min Temp % 1.860 138.220 0.126 +0.90D+W 17.576 2.815 Bottom 1.620 Min Temp % 1.860 138.220 0.127 +0.90D+W 17.705 2.837 Bottom 1.620 Min Temp % 1.860 138.220 0.128 +0.90D+W 17.833 2.860 Bottom 1.620 Min Temp % 1.860 138.220 0.129 +0.90D+W 17.961 2.882 Bottom 1.620 Min Temp % 1.860 138.220 0.130 +0.90D+W 18.089 2.905 Bottom 1.620 Min Temp % 1.860 138.220 0.131 +0.90D+W 18.216 2.927 Bottom 1.620 Min Temp % 1.860 138.220 0.132 +0.90D+W 18.343 2.950 Bottom 1.620 Min Temp % 1.860 138.220 0.133 +0.90D+W 18.469 2.972 Bottom 1.620 Min Temp % 1.860 138.220 0.134 +0.90D+W 18.595 2.995 Bottom 1.620 Min Temp % 1.860 138.220 0.135 +0.90D+W 18.721 3.017 Bottom 1.620 Min Temp % 1.860 138.220 0.135 +0.90D+W 18.846 3.040 Bottom 1.620 Min Temp % 1.860 138.220 0.136 +0.90D+W 18.970 3.062 Bottom 1.620 Min Temp % 1.860 138.220 0.137 +0.90D+W 19.095 3.085 Bottom 1.620 Min Temp % 1.860 138.220 0.138 +0.90D+W 19.218 3.107 Bottom 1.620 Min Temp % 1.860 138.220 0.139 +0.90D+W 19.342 3.130 Bottom 1.620 Min Temp % 1.860 138.220 0.140 +0.90D+W 19.465 3.152 Bottom 1.620 Min Temp % 1.860 138.220 0.141 +0.90D+W 19.588 3.175 Bottom 1.620 Min Temp % 1.860 138.220 0.142 +0.90D+W 19.710 3.197 Bottom 1.620 Min Temp % 1.860 138.220 0.143 +0.90D+W 19.832 3.220 Bottom 1.620 Min Temp % 1.860 138.220 0.143 +0.90D+W 19.953 3.243 Bottom 1.620 Min Temp % 1.860 138.220 0.144 +0.90D+W 20.074 3.265 Bottom 1.620 Min Temp % 1.860 138.220 0.145 +0.90D+W 20.195 3.288 Bottom 1.620 Min Temp % 1.860 138.220 0.146 +0.90D+W 20.315 3.310 Bottom 1.620 Min Temp % 1.860 138.220 0.147 +0.90D+W 20.434 3.333 Bottom 1.620 Min Temp % 1.860 138.220 0.148 +0.90D+W 20.548 3.355 Bottom 1.620 Min Temp % 1.860 138.220 0.149 +0.90D+W 20.646 3.378 Bottom 1.620 Min Temp % 1.860 138.220 0.149 +0.90D+W 20.728 3.400 Bottom 1.620 Min Temp % 1.860 138.220 0.150 +0.90D+W 20.793 3.423 Bottom 1.620 Min Temp % 1.860 138.220 0.150 +0.90D+W 20.842 3.445 Bottom 1.620 Min Temp % 1.860 138.220 0.151 +0.90D+W 20.874 3.468 Bottom 1.620 Min Temp % 1.860 138.220 0.151 +0.90D+W 20.890 3.490 Bottom 1.620 Min Temp % 1.860 138.220 0.151 +0.90D+W 20.890 3.513 Bottom 1.620 Min Temp % 1.860 138.220 0.151 +0.90D+W 20.874 3.535 Bottom 1.620 Min Temp % 1.860 138.220 0.151 +0.90D+W 20.841 3.558 Bottom 1.620 Min Temp % 1.860 138.220 0.151 +0.90D+W 20.792 3.580 Bottom 1.620 Min Temp % 1.860 138.220 0.150 +0.90D+W 20.726 3.603 Bottom 1.620 Min Temp % 1.860 138.220 0.150 +0.90D+W 20.644 3.625 Bottom 1.620 Min Temp % 1.860 138.220 0.149 +0.90D+W 20.546 3.648 Bottom 1.620 Min Temp % 1.860 138.220 0.149 +0.90D+W 20.431 3.670 Bottom 1.620 Min Temp % 1.860 138.220 0.148 +0.90D+W 20.300 3.693 Bottom 1.620 Min Temp % 1.860 138.220 0.147 +0.90D+W 20.153 3.715 Bottom 1.620 Min Temp % 1.860 138.220 0.146 +0.90D+W 19.989 3.738 Bottom 1.620 Min Temp % 1.860 138.220 0.145 +0.90D+W 19.809 3.760 Bottom 1.620 Min Temp % 1.860 138.220 0.143 +0.90D+W 19.613 3.783 Bottom 1.620 Min Temp % 1.860 138.220 0.142 +0.90D+W 19.400 3.805 Bottom 1.620 Min Temp % 1.860 138.220 0.140 +0.90D+W 19.171 3.828 Bottom 1.620 Min Temp % 1.860 138.220 0.139 +0.90D+W 18.925 3.850 Bottom 1.620 Min Temp % 1.860 138.220 0.137 +0.90D+W 18.663 3.873 Bottom 1.620 Min Temp % 1.860 138.220 0.135 +0.90D+W 18.385 3.896 Bottom 1.620 Min Temp % 1.860 138.220 0.133 +0.90D+W 18.091 3.918 Bottom 1.620 Min Temp % 1.860 138.220 0.131 +0.90D+W 17.780 3.941 Bottom 1.620 Min Temp % 1.860 138.220 0.129 +0.90D+W 17.453 3.963 Bottom 1.620 Min Temp % 1.860 138.220 0.126 +0.90D+W 17.109 3.986 Bottom 1.620 Min Temp % 1.860 138.220 0.124 +0.90D+W 16.750 4.008 Bottom 1.620 Min Temp % 1.860 138.220 0.121 +0.90D+W 16.385 4.031 Bottom 1.620 Min Temp % 1.860 138.220 0.119 +0.90D+W 16.019 4.053 Bottom 1.620 Min Temp % 1.860 138.220 0.116 +0.90D+W 15.654 4.076 Bottom 1.620 Min Temp % 1.860 138.220 0.113 +0.90D+W 15.288 4.098 Bottom 1.620 Min Temp % 1.860 138.220 0.111 +0.90D+W 14.921 4.121 Bottom 1.620 Min Temp % 1.860 138.220 0.108 +0.90D+W 14.554 4.143 Bottom 1.620 Min Temp % 1.860 138.220 0.105 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C40 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Walls 2-1 & 2-2 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +0.90D+W 14.187 4.166 Bottom 1.620 Min Temp % 1.860 138.220 0.103 +0.90D+W 13.819 4.188 Bottom 1.620 Min Temp % 1.860 138.220 0.100 +0.90D+W 13.451 4.211 Bottom 1.620 Min Temp % 1.860 138.220 0.097 +0.90D+W 13.082 4.233 Bottom 1.620 Min Temp % 1.860 138.220 0.095 +0.90D+W 12.713 4.256 Bottom 1.620 Min Temp % 1.860 138.220 0.092 +0.90D+W 12.344 4.278 Bottom 1.620 Min Temp % 1.860 138.220 0.089 +0.90D+W 11.974 4.301 Bottom 1.620 Min Temp % 1.860 138.220 0.087 +0.90D+W 11.603 4.323 Bottom 1.620 Min Temp % 1.860 138.220 0.084 +0.90D+W 11.233 4.346 Bottom 1.620 Min Temp % 1.860 138.220 0.081 +0.90D+W 10.862 4.368 Bottom 1.620 Min Temp % 1.860 138.220 0.079 +0.90D+W 10.490 4.391 Bottom 1.620 Min Temp % 1.860 138.220 0.076 +0.90D+W 10.118 4.413 Bottom 1.620 Min Temp % 1.860 138.220 0.073 +0.90D+W 9.746 4.436 Bottom 1.620 Min Temp % 1.860 138.220 0.071 +0.90D+W 9.373 4.458 Bottom 1.620 Min Temp % 1.860 138.220 0.068 +0.90D+W 9.000 4.481 Bottom 1.620 Min Temp % 1.860 138.220 0.065 +0.90D+W 8.626 4.503 Bottom 1.620 Min Temp % 1.860 138.220 0.062 +0.90D+W 8.252 4.526 Bottom 1.620 Min Temp % 1.860 138.220 0.060 +0.90D+W 7.878 4.549 Bottom 1.620 Min Temp % 1.860 138.220 0.057 +0.90D+W 7.503 4.571 Bottom 1.620 Min Temp % 1.860 138.220 0.054 +0.90D+W 7.128 4.594 Bottom 1.620 Min Temp % 1.860 138.220 0.052 +0.90D+W 6.752 4.616 Bottom 1.620 Min Temp % 1.860 138.220 0.049 +0.90D+W 6.376 4.639 Bottom 1.620 Min Temp % 1.860 138.220 0.046 +0.90D+W 6.000 4.661 Bottom 1.620 Min Temp % 1.860 138.220 0.043 +0.90D+W 5.623 4.684 Bottom 1.620 Min Temp % 1.860 138.220 0.041 +0.90D+W 5.246 4.706 Bottom 1.620 Min Temp % 1.860 138.220 0.038 +0.90D+W 4.868 4.729 Bottom 1.620 Min Temp % 1.860 138.220 0.035 +0.90D+W 4.490 4.751 Bottom 1.620 Min Temp % 1.860 138.220 0.032 +0.90D+W 4.111 4.774 Bottom 1.620 Min Temp % 1.860 138.220 0.030 +0.90D+W 3.732 4.796 Bottom 1.620 Min Temp % 1.860 138.220 0.027 +0.90D+W 3.353 4.819 Bottom 1.620 Min Temp % 1.860 138.220 0.024 +0.90D+W 2.973 4.841 Bottom 1.620 Min Temp % 1.860 138.220 0.022 +0.90D+W 2.593 4.864 Bottom 1.620 Min Temp % 1.860 138.220 0.019 +0.90D+W 2.212 4.886 Bottom 1.620 Min Temp % 1.860 138.220 0.016 +1.20D+1.60Lr+0.50W -2.000 4.909 Top 1.620 Min Temp % 1.860 138.220 0.014 +1.20D+1.60Lr+0.50W -2.167 4.931 Top 1.620 Min Temp % 1.860 138.220 0.016 +1.20D+1.60Lr+0.50W -2.334 4.954 Top 1.620 Min Temp % 1.860 138.220 0.017 +1.20D+1.60Lr+0.50W -2.500 4.976 Top 1.620 Min Temp % 1.860 138.220 0.018 +1.20D+1.60Lr+0.50W -2.667 4.999 Top 1.620 Min Temp % 1.860 138.220 0.019 +1.20D+1.60Lr+0.50W -2.832 5.021 Top 1.620 Min Temp % 1.860 138.220 0.020 +1.20D+1.60Lr+0.50W -2.989 5.044 Top 1.620 Min Temp % 1.860 138.220 0.022 +1.20D+1.60Lr+0.50W -3.139 5.066 Top 1.620 Min Temp % 1.860 138.220 0.023 +1.20D+L+0.50S+W -3.333 5.089 Top 1.620 Min Temp % 1.860 138.220 0.024 +1.20D+L+0.50S+W -3.618 5.111 Top 1.620 Min Temp % 1.860 138.220 0.026 +1.20D+L+0.50S+W -3.889 5.134 Top 1.620 Min Temp % 1.860 138.220 0.028 +1.20D+L+0.50S+W -4.145 5.157 Top 1.620 Min Temp % 1.860 138.220 0.030 +1.20D+L+0.50S+W -4.387 5.179 Top 1.620 Min Temp % 1.860 138.220 0.032 +1.20D+L+0.50S+W -4.614 5.202 Top 1.620 Min Temp % 1.860 138.220 0.033 +1.20D+L+0.50S+W -4.827 5.224 Top 1.620 Min Temp % 1.860 138.220 0.035 +1.20D+L+0.50S+W -5.025 5.247 Top 1.620 Min Temp % 1.860 138.220 0.036 +1.20D+L+0.50S+W -5.209 5.269 Top 1.620 Min Temp % 1.860 138.220 0.038 +1.20D+L+0.50S+W -5.378 5.292 Top 1.620 Min Temp % 1.860 138.220 0.039 +1.20D+L+0.50S+W -5.533 5.314 Top 1.620 Min Temp % 1.860 138.220 0.040 +1.20D+L+0.50S+W -5.673 5.337 Top 1.620 Min Temp % 1.860 138.220 0.041 +1.20D+L+0.50S+W -5.799 5.359 Top 1.620 Min Temp % 1.860 138.220 0.042 +1.20D+L+0.50S+W -5.910 5.382 Top 1.620 Min Temp % 1.860 138.220 0.043 +1.20D+L+0.50S+W -6.007 5.404 Top 1.620 Min Temp % 1.860 138.220 0.043 +1.20D+L+0.50S+W -6.090 5.427 Top 1.620 Min Temp % 1.860 138.220 0.044 +1.20D+L+0.50S+W -6.157 5.449 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+L+0.50S+W -6.211 5.472 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+L+0.50S+W -6.250 5.494 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+L+0.50S+W -6.274 5.517 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+L+0.50S+W -6.284 5.539 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+L+0.50S+W -6.279 5.562 Top 1.620 Min Temp % 1.860 138.220 0.045 CAITLIN ROSE Engneteitle: JOHNS RESIDENCE C41 ENGINEERING, LLC Project ID: 21-21 Caitlin R. Wilhelm, PE Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined Footing File: 21-21- Johns - Foundation Calcs.ec6 g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Walls 2-1 & 2-2 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) (ft) (in A2) (in^2) (ft-k) +1.20D+L+0.50S+W -6.260 5.584 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+0.50Lr+L+W -6.227 5.607 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+0.50Lr+L+W -6.178 5.629 Top 1.620 Min Temp % 1.860 138.220 0.045 +1.20D+0.50Lr+L+W -6.116 5.652 Top 1.620 Min Temp % 1.860 138.220 0.044 +1.20D+0.50Lr+L+W -6.039 5.674 Top 1.620 Min Temp % 1.860 138.220 0.044 +1.20D+0.50Lr+L+W -5.958 5.697 Top 1.620 Min Temp % 1.860 138.220 0.043 +1.20D+0.50Lr+L+W -5.877 5.719 Top 1.620 Min Temp % 1.860 138.220 0.043 +1.20D+0.50Lr+L+W -5.797 5.742 Top 1.620 Min Temp % 1.860 138.220 0.042 +1.20D+0.50Lr+L+W -5.717 5.764 Top 1.620 Min Temp % 1.860 138.220 0.041 +1.20D+0.50Lr+L+W -5.638 5.787 Top 1.620 Min Temp % 1.860 138.220 0.041 +1.20D+0.50Lr+L+W -5.559 5.810 Top 1.620 Min Temp % 1.860 138.220 0.040 +1.20D+0.50Lr+L+W -5.481 5.832 Top 1.620 Min Temp % 1.860 138.220 0.040 +1.20D+0.50Lr+L+W -5.404 5.855 Top 1.620 Min Temp % 1.860 138.220 0.039 +1.20D+0.50Lr+L+W -5.327 5.877 Top 1.620 Min Temp % 1.860 138.220 0.039 +1.20D+0.50Lr+L+W -5.251 5.900 Top 1.620 Min Temp % 1.860 138.220 0.038 +1.20D+0.50Lr+L+W -5.175 5.922 Top 1.620 Min Temp % 1.860 138.220 0.037 +1.20D+0.50Lr+L+W -5.099 5.945 Top 1.620 Min Temp % 1,860 138.220 0.037 +1.20D+0.50Lr+L+W -5.025 5.967 Top 1.620 Min Temp % 1.860 138.220 0.036 +1.20D+0.50Lr+L+W -4.951 5.990 Top 1.620 Min Temp % 1.860 138.220 0.036 +1.20D+0.50Lr+L+W -4.877 6.012 Top 1.620 Min Temp % 1.860 138.220 0.035 +1.20D+0.50Lr+L+W -4.804 6.035 Top 1.620 Min Temp % 1.860 138.220 0.035 +1.20D+0.50Lr+L+W -4.731 6.057 Top 1.620 Min Temp % 1.860 138.220 0.034 +1.20D+0.50Lr+L+W -4.659 6.080 Top 1.620 Min Temp % 1.860 138.220 0.034 +1.20D+0.50Lr+L+W -4.588 6.102 Top 1.620 Min Temp % 1.860 138.220 0.033 +1.20D+0.50Lr+L+W -4.517 6.125 Top 1.620 Min Temp % 1.860 138.220 0.033 +1.20D+0.50Lr+L+W -4.447 6.147 Top 1.620 Min Temp % 1.860 138.220 0.032 +1.20D+0.50Lr+L+W -4.377 6.170 Top 1.620 Min Temp % 1.860 138.220 0.032 +1.20D+0.50Lr+L+W -4.308 6.192 Top 1.620 Min Temp % 1.860 138.220 0.031 +1.20D+0.50Lr+L+W -4.239 6.215 Top 1.620 Min Temp % 1.860 138.220 0.031 +1.20D+0.50Lr+L+W -4.171 6.237 Top 1.620 Min Temp % 1.860 138.220 0.030 +1.20D+0.50Lr+L+W -4.104 6.260 Top 1.620 Min Temp % 1.860 138.220 0.030 +1.20D+0.50Lr+L+W -4.037 6.282 Top 1.620 Min Temp % 1.860 138.220 0.029 +1.20D+0.50Lr+L+W -3.970 6.305 Top 1.620 Min Temp % 1.860 138.220 0.029 +1.20D+0.50Lr+L+W -3.904 6.327 Top 1.620 Min Temp % 1.860 138.220 0.028 +1.20D+0.50Lr+L+W -3.839 6.350 Top 1.620 Min Temp % 1.860 138.220 0.028 +1.20D+0.50Lr+L+W -3.774 6.372 Top 1.620 Min Temp % 1.860 138.220 0.027 +1.20D+0.50Lr+L+W -3.710 6.395 Top 1.620 Min Temp % 1.860 138.220 0.027 +1.20D+0.50Lr+L+W -3.646 6.417 Top 1.620 Min Temp % 1.860 138.220 0.026 +1.20D+0.50Lr+L+W -3.583 6.440 Top 1.620 Min Temp % 1.860 138.220 0.026 +1.20D+0.50Lr+L+W -3.520 6.463 Top 1.620 Min Temp % 1.860 138.220 0.025 +1.20D+0.50Lr+L+W -3.458 6.485 Top 1.620 Min Temp % 1.860 138.220 0.025 +1.20D+0.50Lr+L+W -3.397 6.508 Top 1.620 Min Temp % 1.860 138.220 0.025 +1.20D+0.50Lr+L+W -3.336 6.530 Top 1.620 Min Temp % 1.860 138.220 0.024 +1.20D+0.50Lr+L+W -3.276 6.553 Top 1.620 Min Temp % 1.860 138.220 0.024 +1.20D+0.50Lr+L+W -3.216 6.575 Top 1.620 Min Temp % 1,860 138.220 0.023 +1.20D+0.50Lr+L+W -3.157 6.598 Top 1.620 Min Temp % 1.860 138.220 0.023 +1.20D+0.50Lr+L+W -3.098 6.620 Top 1.620 Min Temp % 1,860 138.220 0.022 +1.20D+0.50Lr+L+W -3.040 6.643 Top 1.620 Min Temp % 1.860 138.220 0.022 +1.20D+0.50Lr+L+W -2.982 6.665 Top 1.620 Min Temp % 1.860 138.220 0.022 +1.20D+0.50Lr+L+W -2.925 6.688 Top 1.620 Min Temp % 1.860 138.220 0.021 +1.20D+0.50Lr+L+W -2.868 6.710 Top 1.620 Min Temp % 1.860 138.220 0.021 +1.20D+0.50Lr+L+W -2.812 6.733 Top 1.620 Min Temp % 1.860 138.220 0.020 +1.20D+0.50Lr+L+W -2.757 6.755 Top 1.620 Min Temp % 1.860 138.220 0.020 +1.20D+0.50Lr+L+W -2.702 6.778 Top 1.620 Min Temp % 1.860 138.220 0.020 +1.20D+0.50Lr+L+W -2.648 6.800 Top 1.620 Min Temp % 1.860 138.220 0.019 +1.20D+0.50Lr+L+W -2.594 6.823 Top 1.620 Min Temp % 1.860 138.220 0.019 +1.20D+0.50Lr+L+W -2.541 6.845 Top 1.620 Min Temp % 1.860 138.220 0.018 +1.20D+0.50Lr+L+W -2.488 6.868 Top 1.620 Min Temp % 1.860 138.220 0.018 +1.20D+0.50Lr+L+W -2.436 6.890 Top 1.620 Min Temp % 1.860 138.220 0.018 +1.20D+0.50Lr+L+W -2.385 6.913 Top 1.620 Min Temp % 1.860 138.220 0.017 +1.20D+0.50Lr+L+W -2.334 6.935 Top 1.620 Min Temp % 1.860 138.220 0.017 +1.20D+0.50Lr+L+W -2.283 6.958 Top 1.620 Min Temp % 1.860 138.220 0.017 +1.20D+0.50Lr+L+W -2.233 6.980 Top 1.620 Min Temp % 1.860 138.220 0.016 (k CAITLIN ROSE ENGINEERING, LLC Caitlin R. Wilhelm, PE Project Title: JOHNS RESIDENCE C42 Engineer: CRW Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Printed: 7 JUN 2021, 7:23AM Combined Footing File: 21-21- Johns - Foundation Calcsc6 .e g Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 r.r DESCRIPTION: Walls 2-1 & 2-2 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) A (in^2) (in"2) (ft-k) +1.20D+0.50Lr+L+W -2.184 7.003 Top 1.620 Min Temp % 1.860 138.220 0.016 +1.20D+0.50Lr+L+W -2.135 7.025 Top 1.620 Min Temp % 1.860 138.220 0.015 +1.20D+0.50Lr+L+W -2.087 7.048 Top 1.620 Min Temp % 1.860 138.220 0.015 +1.20D+0.50Lr+L+W -2.039 7.070 Top 1.620 Min Temp % 1.860 138.220 0.015 +1.20D+0.50Lr+L+W -1.992 7.093 Top 1.620 Min Temp % 1.860 138.220 0.014 +1.20D+0.50Lr+L+W -1.945 7.116 Top 1.620 Min Temp % 1.860 138.220 0.014 +1.20D+0.50Lr+L+W -1.899 7.138 Top 1.620 Min Temp % 1.860 138.220 0.014 +1.20D+0.50Lr+L+W -1.854 7.161 Top 1.620 Min Temp % 1.860 138.220 0.013 +1.20D+0.50Lr+L+W -1.809 7.183 Top 1.620 Min Temp % 1.860 138.220 0.013 +1.20D+0.50Lr+L+W -1.765 7.206 Top 1.620 Min Temp % 1.860 138.220 0.013 +1.20D+0.50Lr+L+W -1.721 7.228 Top 1.620 Min Temp % 1.860 138.220 0.012 +1.20D+0.50Lr+L+W -1.677 7.251 Top 1.620 Min Temp % 1.860 138.220 0.012 +1.20D+0.50Lr+L+W -1.635 7.273 Top 1.620 Min Temp % 1.860 138.220 0.012 +1.20D+0.50Lr+L+W -1.592 7.296 Top 1.620 Min Temp % 1.860 138.220 0.012 +1.20D+0.50Lr+L+W -1.551 7.318 Top 1.620 Min Temp % 1.860 138.220 0.011 +1.20D+0.50Lr+L+W -1.510 7.341 Top 1.620 Min Temp % 1.860 138.220 0.011 +1.20D+0.50Lr+L+W -1.469 7.363 Top 1.620 Min Temp % 1.860 138.220 0.011 +1.20D+0.50Lr+L+W -1.429 7.386 Top 1.620 Min Temp % 1.860 138.220 0.010 +1.20D+0.50Lr+L+W -1.390 7.408 Top 1.620 Min Temp % 1.860 138.220 0.010 +1.20D+0.50Lr+L+W -1.351 7.431 Top 1.620 Min Temp % 1.860 138.220 0.010 +1.20D+0.50Lr+L+W -1.313 7.453 Top 1.620 Min Temp % 1.860 138.220 0.009 +1.20D+0.50Lr+L+W -1.275 7.476 Top 1.620 Min Temp % 1.860 138.220 0.009 +1.20D+0.50Lr+L+W -1.238 7.498 Top 1.620 Min Temp % 1.860 138.220 0.009 +1.20D+0.50Lr+L+W -1.201 7.521 Top 1.620 Min Temp % 1.860 138.220 0.009 +1.20D+0.50Lr+L+W -1.165 7.543 Top 1.620 Min Temp % 1.860 138.220 0.008 +1.20D+0.50Lr+L+W -1.129 7.566 Top 1.620 Min Temp % 1.860 138.220 0.008 +1.20D+0.50Lr+L+W -1.094 7.588 Top 1.620 Min Temp % 1.860 138.220 0.008 +1.20D+0.50Lr+L+W -1.060 7.611 Top 1.620 Min Temp % 1.860 138.220 0.008 +1.20D+0.50Lr+L+W -1.026 7.633 Top 1.620 Min Temp % 1.860 138.220 0.007 +1.20D+0.50Lr+L+W -0.993 7.656 Top 1.620 Min Temp % 1.860 138.220 0.007 +1.20D+0.50Lr+L+W -0.960 7.678 Top 1.620 Min Temp % 1.860 138.220 0.007 +1.20D+0.50Lr+L+W -0.927 7.701 Top 1.620 Min Temp % 1.860 138.220 0.007 +1.20D+0.50Lr+L+W -0.896 7.724 Top 1.620 Min Temp % 1.860 138.220 0.006 +1.20D+0.50Lr+L+W -0.865 7.746 Top 1.620 Min Temp % 1.860 138.220 0.006 +1.20D+0.50Lr+L+W -0.834 7.769 Top 1.620 Min Temp % 1.860 138.220 0.006 +1.20D+0.50Lr+L+W -0.804 7.791 Top 1.620 Min Temp % 1.860 138.220 0.006 +1.20D+0.50Lr+L+W -0.774 7.814 Top 1.620 Min Temp % 1.860 138.220 0.006 +1.20D+0.50Lr+L+W -0.746 7.836 Top 1.620 Min Temp % 1.860 138.220 0.005 +1.20D+0.50Lr+L+W -0.717 7.859 Top 1.620 Min Temp % 1.860 138.220 0.005 +1.20D+0.50Lr+L+W -0.689 7.881 Top 1.620 Min Temp % 1.860 138.220 0.005 +1.20D+0.50Lr+L+W -0.662 7.904 Top 1.620 Min Temp % 1.860 138.220 0.005 +1.20D+0.50Lr+L+W -0.635 7.926 Top 1.620 Min Temp % 1.860 138.220 0.005 +1.20D+0.50Lr+L+W -0.609 7.949 Top 1.620 Min Temp % 1.860 138.220 0.004 +1.20D+0.50Lr+L+W -0.583 7.971 Top 1.620 Min Temp % 1.860 138.220 0.004 +1.20D+0.50Lr+L+W -0.558 7.994 Top 1.620 Min Temp % 1.860 138.220 0.004 +1.20D+0.50Lr+L+W -0.534 8.016 Top 1.620 Min Temp % 1.860 138.220 0.004 +1.20D+0.50Lr+L+W -0.510 8.039 Top 1.620 Min Temp % 1.860 138.220 0.004 +1.20D+0.50Lr+L+W -0.486 8.061 Top 1.620 Min Temp % 1.860 138.220 0.004 +1.20D+0.50Lr+L+W -0.463 8.084 Top 1.620 Min Temp % 1.860 138.220 0.003 +1.20D+0.50Lr+L+W -0.441 8.106 Top 1.620 Min Temp % 1.860 138.220 0.003 +1.20D+0.50Lr+L+W -0.419 8.129 Top 1.620 Min Temp % 1.860 138.220 0.003 +1.20D+0.50Lr+L+W -0.398 8.151 Top 1.620 Min Temp % 1.860 138.220 0.003 +1.20D+0.50Lr+L+W -0.377 8.174 Top 1.620 Min Temp % 1.860 138.220 0.003 +1.20D+0.50Lr+L+W -0.357 8.196 Top 1.620 Min Temp % 1.860 138.220 0.003 +1.20D+0.50Lr+L+W -0.338 8.219 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.319 8.241 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.300 8.264 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.282 8.286 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.265 8.309 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.248 8.331 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.232 8.354 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.216 8.377 Top 1.620 Min Temp % 1.860 138.220 0.002 +1.20D+0.50Lr+L+W -0.201 8.399 Top 1.620 Min Temp % 1.860 138.220 0.001 CAITLIN ROSE JOHNS RESIDENCE C43 Engneteitle: ENGINEERING, LLC Project ID: 21-21 Project Descr: WSWH FOUNDATIONS Caitlin R. Wilhelm, PE Printed: 7 JUN 2021, 7:23AM Combined Footing g File: 21-21- Johns - Foundation Calcs.ec6 J" Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 DESCRIPTION: Walls 2-1 & 2-2 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Req'd by Actual As Phi*Mn Mu 1 PhiMn (ft-k) (ft) (in^2) (in^2) (ft-k) +1.20D+0.50Lr+L+W -0.186 8.422 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.172 8.444 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.159 8.467 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.146 8.489 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.133 8.512 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.122 8.534 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.110 8.557 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.100 8.579 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.089 8.602 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.080 8.624 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.071 8.647 Top 1.620 Min Temp % 1.860 138.220 0.001 +1.20D+0.50Lr+L+W -0.062 8.669 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W -0.054 8.692 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W -0.047 8.714 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W -0.040 8.737 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W -0.033 8.759 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W -0.028 8.782 Top 1.620 Min Temp % 1,860 138.220 0.000 +1.20D+0.50Lr+L+W -0.022 8.804 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W -0.018 8.827 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W -0.014 8.849 Top 1.620 Min Temp % 1.860 138.220 0.000 +1.20D+0.50Lr+L+W 0.000 8.872 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 8.894 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 8.917 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 8.939 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 8.962 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 8.984 0 0.000 0 0.000 0.000 0.000 +1.20D+0.50Lr+L+W 0.000 9.007 0 0.000 0 0.000 0.000 0.000 One Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.40D 82.16 psi 0.28 psi 0.28 psi 164.32 psi 0.23 psi 0.23 psi +1.20D+0.50Lr+1.60L 82.16 psi 0.54 psi 0.54 psi 164.32 psi 0.43 psi 0.43 psi +1.20D+1.60L+0.50S 82.16 psi 0.55 psi 0.55 psi 164.32 psi 0.44 psi 0.44 psi +1.20D+1.60Lr+L 82.16 psi 0.54 psi 0.54 psi 164.32 psi 0.43 psi 0.43 psi +1.20D+1.60Lr+0.50W 82.16 psi 9.73 psi 9.73 psi 164.32 psi 6.22 psi 6.53 psi +1.20D+L+1.60S 82.16 psi 0.58 psi 0.58 psi 164.32 psi 0.46 psi 0.46 psi +1.20D+1.60S+0.50W 82.16 psi 9.73 psi 9.73 psi 164.32 psi 6.24 psi 6.56 psi +1.20D+0.50Lr+L+W 82.16 psi 19.48 psi 19.48 psi 164.32 psi 12.71 psi 13.34 psi +1.20D+L+0.50S+W 82.16 psi 19.45 psi 19.45 psi 164.32 psi 12.70 psi 13.35 psi +0.90D+W 82.16 psi 21.70 psi 21.70 psi 164.32 psi 12.88 psi 12.88 psi +1.20D+L+0.20S 82.16 psi 0.42 psi 0.42 psi 164.32 psi 0.34 psi 0.34 psi +0.90D 82.16 psi 0.18 psi 0.18 psi 164.32 psi 0.15psi 0.15 psi PATIO COVER JOHNS RESIDENCE - EDMONDS, WA PROJECT # 21-21 a" O R T CM MEMBER REPORT P PASSED Patio Cover, Patio Cover Joist 1 piece(s) 2 x 8 DF No.2 @ 32" OC 12 41 1❑ 6' 6" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. i 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 633 @ 2' 1 3/4" 2241 (3.50") Passed (28%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 321 @ 2' 10 3/8" 1501 Passed (21%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 517 @ 5' 8 1/2" 1360 Passed (38%) 1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in) 0.037 @ 5' 6 5/16" 0.350 Passed (L/999+) 1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in) 0.058 @ 5' 6 5/8" 1 0.467 Passed (L/999+) 1.0 D + 1.0 S (Alt Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Overhang deflection criteria: LL (2L/240) and TL (2L/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 Roof Live Snow Total 1 - Beveled Plate - HF 3.50" 3.50" 1.50" 245 310 388 943 Blocking 2 - Hanger on 7 1/4" HF beam 3.50" Hangers 1.50" 137 184 229 550 See note 1 • 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) 9' 3" o/c Bottom Edge (Lu) 9' 3" o/c -Maximum allowable bracing intervals based on applied load. Member Length : 9' 5 5/8" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso Member Pitch : 4/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2- Face Mount Hanger LRU26Z 1.94" N/A 4-10dx1.5 5-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Load Location (Side) Spacing Dead (0.90) Roof Live (non -snow: 1.25) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 9' 1" 32" 15.0 20.0 25.0 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 7/12/2021 4:15:44 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 2 / 6 a FORTE'M3 MEMBER REPORT Patio Cover, Patio Cover Ridge 1 piece(s) 6 x 12 DF No.1 PASSED Overall Length: I- 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) 2848 @ 2" 7796 (3.50") Passed (37%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2360 @ P 3" 8244 Passed (29%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 9916 @ 7' 3 1/2" 15684 Passed (63%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.192 @ 73 1/2" 0.712 Passed (L/888) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.325 @ 73 1/2" 0.950 Passed (L/526) 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. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports IF Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Stud wall - HF 3.50" 3.50" 1.50" 1161 1351 1687 4199 Blocking 2 - Stud wall - HF 3.50" 3.50" 1 1.50" 1161 1351 1687 4199 Blocking • rsiocKmg vaneis are assumea to carry no ioaas appnea aireary aoove mem ano me run ioaa is appuea to me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 14' 7" o/c Bottom Edge (Lu) 14' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 14' 7" N/A 16.0 Linked from: Patio 1 - Uniform (PLF) 0 to 14' 7" (Front) N/A 91.9 116.3 145.5 Cover Joist, Support 1 Linked from: Patio 2 - Uniform (PLF) 0 to 14' 7" (Front) N/A 51.4 69.0 85.9 Cover Joist, Support 2 System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso Member Pitch : 0/12 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 -parry 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 7/12/2021 4:15:44 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 3/6 a" O R T CM MEMBER REPORT PASSED Patio Cover, Patio Cover Edge Beam 1 piece(s) 6 x 10 DF No.2 Overall Length: I- - 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) 1827 @ 2" 7796 (3.50") Passed (23%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1556 @ P 1" 6810 Passed (23%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 6361 @ 73 1/2" 6937 Passed (92%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.264 @ 7' 3 1/2" 0.712 Passed (L/647) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.455 @ 73 1/2" 1 0.950 1 Passed (L/376) 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. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports IF Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Stud wall - HF 3.50" 3.50" 1.50" 766 848 1061 2675 Blocking 2 - Stud wall - HF 3.50" 3.50" 1 1.50" 766 848 1061 2675 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) 14' 7" o/c Bottom Edge (Lu) 14' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 14' 7" N/A 13.2 Linked from: Patio 1 - Uniform (PLF) 0 to 14' 7" (Front) N/A 91.9 116.3 145.5 Cover Joist, Support 1 System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 7/12/2021 4:15:44 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 4 / 6 a" O R T CM MEMBER REPORT P PASSED Patio Cover, Patio Cover End Beam 1 piece(s) 6 x 12 DF No.2 Overall Length: la' T 0 0 13' YI 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) 1542 @ 2" 7796 (3.50") Passed (20%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1522 @ P 3" 8244 Passed (18%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 9785 @ 6' 9" 10166 Passed (96%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.156 @ 6' 9 3/8" 0.663 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.275 @ 6' 9 3/8" 1 0.883 1 Passed (L/577) 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. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports IF Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Snow Total 1 - Stud wall - HF 3.50" 3.50" 1.50" 693 680 849 2222 Blocking 2 - Stud wall - HF 3.50" 3.50" 1 1.50" 686 671 838 2195 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) 13' 7" o/c Bottom Edge (Lu) 13' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 13' 7" N/A 16.0 Linked from: Patio 1 - Point (lb) 6' 9" (Front) N/A 1161 1351 1687 Cover Ridge, Support 1 System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 7/12/2021 4:15:44 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Pages/6 a" O R T CM MEMBER REPORT PASSED Patio Cover, 6' Header 1 piece(s) 4 x 10 DF 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) 4239 @ 1 1/2" 6563 (3.00") Passed (65%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3659 @ 1' 1/4" 4468 Passed (82%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 4381 @ 2' 5 3/8" 5166 Passed (85%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.051 @ 3' 1 3/8" 0.208 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.084 @ 3' 1 5/16" 1 0.313 Passed (L/888) 1.0 D + 1.0 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 Roof Live Snow Total 1 - Trimmer - HF 3.00" 3.00" 1.94" 1684 2045 2555 6284 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 895 1126 1407 3428 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. Dead Roof Live Snow Vertical Loads Location Tributary Width (0.90) (non -snow: 1.25) (1.15) Comments 0 - Self Weight (PLF) 0 to 6' 6" N/A 8.2 1 - Uniform (PSF) 0 to 6' 6" 14' 15.0 20.0 25.0 Linked from: Patio 2 - Point (lb) 1' 1 1/2" N/A 1161 1351 1687 Cover Ridge, Support 1 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : Aso 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 Caitlin Wilhelm, PE Caitlin Rose Engineering, LLC (360) 982-1115 caitlin@caitlinroseengineering.com 7/12/2021 4:15:44 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: 21-21 - Johns Residence Page 6 / 6