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Home My WebLink AboutLA218122-10246 199th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND Concept Approval ONLYSubject to Field Inspection Inspector Date 2020 MN Bldg Code 09/19/2023dmathews Line of bonus room above Room-in-AtticGirder GirderFAN FAN Smoke CO Smoke Smoke Smoke Smoke CO UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Entire garage slab to be insulated for infloor heat, ok for shallow frost protection of wall. (3)9-1/2 LVL (3)9-1/2 LVL FAN Smoke Hand frame floor and roofbetween girders.Floor joists to bear on garagecommon wallBBO1BM1T02ET07T06T06T06T06T03T02T02T02T02S01ES01S01S01S01S01S01S01S01S01S01S01S01S01S01S01S01S01A01EA01A01A01A01A01A01G02G02A01A01A01A01A01G04T05T05T05T05T05T05T05T05T05T05M02EM02M02M02M02G03T01T04T04S01S01S01S01S01S01S01S01M01M01M01M01M01M01M01M01M01G01V01V01AV01BV01CV01DV01EV01FV01GV02FV02EV02DV02CV02BV02AV02V04V03BV03CV03DV03EPB1PB1PB1PB1PB1PB1PB1PB1PB1PB1PB1PB1PB1PB2PB2PB2PB2PB2PB2PB2PB2PB2PB2PB2PB2PB2PB2PB3MUS28MUS28MUS28MUS28MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS26MUS2644-00-0040-00-0084-00-0062-00-0020-00-002-00-0084-00-0011-00-0017-06-0835-05-0864-00-0029-00-0023-00-0012-00-0064-00-005-00-0049-00-0010-00-002-00-082-00-0810-08-0010-04-002-02-0018-00-0012-00-007-00-0028-05-0819401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642DIMENSIONINGNOTES:ALL DIMENSIONS ARE OR HAVE BEENADJUSTED TO SHEATHINGROOFBig Fork Valley Log Cabins3628892JOB #:SCALE:DRAWNBY:DATE:9/14/2023BenNOT TO SCALEErnstxxxxxx, MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:BenBY PHONE: 612-202-4855ORBY EMAIL: ben.gutzkow@bldr.com FireplaceKitchenIslandStaircase load aboveBBO2BM2BM3FL05FL01FL07FL04FL02FL03F06F01AF06F01F06F01F06F01F06F01F06F01F07F01F08F02F08F02F08F02F08AF02AF09AF09AF09AF09F09F09F10F10F10F10F10F10F11F11F11AF11AF11AF11BF11BF11BF11BF12F12F12F13F13F13F13FL06F05F05F14AF14AF14AF14F14F14F14F05F03AF03AF03AF03F03F03F03F04F04F04F0440-00-004-00-00 4-00-0010-00-0020-00-002-00-0040-00-0011-00-0017-06-0828-05-087-00-0064-00-0029-00-0023-00-0012-00-0064-00-0018-05-003-09-083-09-089-00-0015-00-0011-04-127-00-0010-05-044-00-0019-02-0819401 Tamarack Street NWOak Grove, MN 55011PHONE: (612) 656-1642DIMENSIONINGNOTES:ALL DIMENSIONS ARE OR HAVE BEENADJUSTED TO SHEATHING1st FLOORBig Fork Valley Log Cabins3628887JOB #:SCALE:DRAWNBY:DATE:9/14/2023BenNOT TO SCALEErnstxxxxxx MNADDRESS:PROJECT:BUILDER:THESE PLANS ARE DESIGNED TO ASSIST IN THELOCATION AND ERECTION OF BUILDERS FIRSTSOURCETRUSSES ONLY. THEY ARE IN NO WAY TO BEREGARDED AS COMPLETE CONSTRUCTION DRAWINGS.THE BUILDER IS TOTALLY RESPONSIBLE FOR ERECTIONAND COMPLETION OF THE BUILDING, USINGSATISFACTORY CONSTRUCTION METHODS ANDTECHNIQUES AND FOR COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES, ORDINANCES, ANDSTATUTES IN THAT REGARD.HANGER GENERAL NOTICE:REVISION DATESET CREW SHALL BE SOLELY RESPONSIBLE FOR CORRECTINSTALLATION OF ALL HANGERS. THIS SHALL INCLUDE, BUTNOT BE LIMITED TO, CORRECT NAIL SIZE, CORRECT NAILDIAMETER, CORRECT HANGER LOCATION, AND CORRECTHANGER SIZE AS NOTED ON THIS TRUSS LAYOUT. ALL NAILHOLES ARE TO BE FILLED PER HANGER SPECIFICATION.ANY DISCREPANCY BETWEEN HANGERS NOTED ON PLANAND HANGERS DELIVERED TO SITE SHALL BE REPORTEDPRIOR TO THE HANGERS INSTALLATION.GENERAL NOTICE:PAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTPAINTED END INDICATES THE TRIANGLE ENDSHOWN ON THE LAYOUTFLOORTRUSSESSUPPORTINGTILEFLOORINGMaximum truss spacing shall be 16" o.c. per ANSI A108/ANSI A118/136.Perpendicular blocking installed at 16" o.c. maximum shallbe permitted inlieu of the 16" o.c. truss spacing.FOR QUESTIONS REGARDINGTHIS LAYOUTPLEASE CONTACT:BenBY PHONE: 612-202-4855ORBY EMAIL: ben.gutzkow@bldr.com MN Building Coderequires waterproofing.Damproofing not allowed. 1 2 3ST011ST02KS01 JS01JS02CS01CS02CS03CS04CS05CS03CS06CS02CS07JS03JS04KS02ST03ST04KS03JS05CS08CS09CS10CS11CS12CS11CS13CS11CS14CS09CS15JS06KS04ST05ST06ST07H01 H02 H03 H04 H05 ST0803-11-08 18-05-08 10-05-0217-05-0720-01-022 8.01 12 -8 12 Page 1 of 50 Wall Summary Information W02 -FRONT -ENTRY BC CALC®Member Report Wall |18-05-08 |16"OCS September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Page 2 of 50 Wall Summary Information W02 -FRONT -ENTRY BC CALC®Member Report Wall |18-05-08 |16"OCS September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 Wind Load Unf.Area (lb/ft²)L 00-00-00 17-05-07 19 01-04-00 2 Roof Load Unf.Lin.(lb/ft)L 00-00-00 18-05-08 80 140 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 714 lbs 20.4%115%Spruce-Pine-Fir Bottom Plate 2x 714 lbs 20.4%115%Spruce-Pine-Fir OpeningsTagDescription Distance Ref.Elevation Ref.Height Width Justification 1 03-10-08 Left 00-00-00 Bottom 82"36"Bottom/Middle 2 03-10-08 Left 14-06-00 Bottom 24"36"Bottom/Middle 3 06-09-00 Right 03-04-00 Bottom 54"60"Bottom/Middle Critical Member SummaryTagProduct Plies Results Connection ST02 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d box toe-nails KS01 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed 2-16d common toe-nails KS02 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed LS50,one side KS03 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed LS50,one side KS04 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed 2-16d common end-nails H01 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-16d box toe-nails H02 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d box toe-nails H03 Plank 2 x 6 SPF #2 1 Passed 2-8d box toe-nails H04 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-16d common toe-nails H05 Plank 2 x 6 SPF #2 1 Passed 2-8d box toe-nails Wall Framing Net Tag Qty Product Plies Length Connection ST01,ST02,ST03,ST04 4 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 18-00-00 2-8d box toe-nails,* ST05 1 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 14-00-00 2-8d box toe-nails ST06,ST07,ST08 3 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 12-00-00 2-8d box toe-nails KS01,KS02 4 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 20-00-00 2-16d common toe-nails, * KS03 2 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 18-00-00 LS50 KS04 2 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 14-00-00 2-16d common end-nails JS01,JS03,JS05,JS06 4 2 x 6 SPF #2 1 08-00-00 JS02,JS04 2 2 x 6 SPF #2 1 10-00-00 CS01,CS06,CS07 3 2 x 6 SPF #2 1 02-00-00 CS02,CS03,...,CS12,CS13 7 2 x 6 SPF #2 1 08-00-00 CS04,CS05,CS09,CS11 7 2 x 6 SPF #2 1 04-00-00 2-8d box toe-nails,* CS08 1 2 x 6 SPF #2 1 10-00-00 CS14,CS15 2 2 x 6 SPF #2 1 06-00-00 H01,H02 2 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 04-00-00 2-16d box toe-nails,* H03 1 2 x 6 SPF #2 1 04-00-00 2-8d box toe-nails H04 1 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 06-00-00 2-16d common toe-nails H05 1 2 x 6 SPF #2 1 06-00-00 2-8d box toe-nails BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 19-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 05-00-00 Page 3 of 50 Wall Summary Information W02 -FRONT -ENTRY BC CALC®Member Report Wall |18-05-08 |16"OCS September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Wall Framing Net Tag Qty Product Plies Length Connection TP02 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 18-00-00 Fire blocking is not included.Estimated quantity:37'fire blocking. *Another connection exists,please review the individual member's report. Connectors -Simpson Strong-Tie Inc.Qty Model 4 LS50 NotesBCCALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®, VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 3" 5.5" 7 3 4 5 6 1 2 Page 4 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS01 BC CALC®Member Report Dry |18-05-05 |5.9"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 372 2-16d common toe-nails Bottom Plate 374 2-16d common toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 18-05-05 8 2 Lin.F/B (lb/ft)00-00-00 03-04-04 34 3 Conc.Pt.(lbs)06-11-04 06-11-04 250 4 Conc.Pt.(lbs)14-03-12 14-03-12 159 5 Conc.Pt.(lbs)16-07-04 16-07-04 77 6 Lin.F/B (lb/ft)17-07-11 18-05-05 5 7 Conc.Pt.(lbs)n\a n\a 47 69 Bracing Elevation Sheathing Top 18-05-05 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 1085 ft-lbs 17.9%160%3 Front-Back Shear 224 lbs 4.5%n\a 3 Front-Back Defl.L/368 (0.602")48.9%n\a 2 Front-Back Max.Defl.0.602"n\a n\a 2 Axial Compression 204 lbs 2.7%115%1 Axial Compression and Bending Front-Back n\a 18.3%160%3 Slenderness Ratio 40.24 80.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 204 lbs 2.9%115%Spruce-Pine-Fir Bottom Plate 2x 204 lbs 2.9%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. Connection Diagram:Full Length of Member Page 5 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS01 BC CALC®Member Report Dry |18-05-05 |5.9"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member a minimum =1-5/8"c =2-1/4" b minimum =3"d =9" Calculated Side Load =0.0 lb/ft Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 beforeinstallation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 3" 5.5" 7 3 4 5 6 1 2 Page 6 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS02 BC CALC®Member Report Dry |18-06-11 |7.4"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 393 LS50,one side Bottom Plate 399 LS50,one side Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 18-06-11 10 2 Lin.F/B (lb/ft)00-00-00 03-04-04 34 3 Conc.Pt.(lbs)06-11-04 06-11-04 250 4 Conc.Pt.(lbs)14-03-12 14-03-12 159 5 Conc.Pt.(lbs)16-07-04 16-07-04 79 6 Lin.F/B (lb/ft)17-08-05 18-06-11 3 7 Conc.Pt.(lbs)n\a n\a 59 86 Bracing Elevation Sheathing Top 18-06-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 1154 ft-lbs 19.0%160%3 Front-Back Shear 239 lbs 4.8%n\a 3 Front-Back Defl.L/341 (0.654")52.8%n\a 2 Front-Back Max.Defl.0.654"n\a n\a 2 Axial Compression 234 lbs 3.2%115%1 Axial Compression and Bending Front-Back n\a 19.5%160%3 Slenderness Ratio 40.49 81.0%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 234 lbs 3.3%115%Spruce-Pine-Fir Bottom Plate 2x 234 lbs 3.3%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. Connection Diagram:Full Length of Member Page 7 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS02 BC CALC®Member Report Dry |18-06-11 |7.4"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member a minimum =1-5/8"c =2-1/4" b minimum =3"d =9" Calculated Side Load =0.0 lb/ft Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 beforeinstallation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 3" 5.5" 6 3 4 5 1 2 Page 8 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS03 BC CALC®Member Report Dry |16-04-00 |6.9"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 307 LS50,one side Bottom Plate 458 LS50,one side Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 16-04-00 9 2 Lin.F/B (lb/ft)00-00-00 01-06-08 17 3 Conc.Pt.(lbs)03-01-12 03-01-12 209 4 Conc.Pt.(lbs)07-11-04 07-11-04 363 5 Lin.F/B (lb/ft)12-03-00 16-04-00 4 6 Conc.Pt.(lbs)n\a n\a 55 80 Bracing Elevation Sheathing Top 16-04-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 1293 ft-lbs 21.3%160%3 Front-Back Shear 275 lbs 5.5%n\a 3 Front-Back Defl.L/377 (0.519")47.7%n\a 2 Front-Back Max.Defl.0.519"n\a n\a 2 Axial Compression 213 lbs 2.3%115%1 Axial Compression and Bending Front-Back n\a 21.7%160%3 Slenderness Ratio 35.64 71.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 213 lbs 3.0%115%Spruce-Pine-Fir Bottom Plate 2x 213 lbs 3.0%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. Connection Diagram:Full Length of Member a minimum =1-5/8"c =2-1/4" b minimum =3"d =9" Page 9 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS03 BC CALC®Member Report Dry |16-04-00 |6.9"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member Calculated Side Load =0.0 lb/ft Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 3" 5.5" 6 3 4 5 1 2 Page 10 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS04 BC CALC®Member Report Dry |12-08-00 |2.4"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 254 2-16d common end-nails Bottom Plate 287 2-16d common end-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 12-08-00 2 2 Lin.F/B (lb/ft)00-00-00 01-06-08 11 3 Conc.Pt.(lbs)03-01-12 03-01-12 209 4 Conc.Pt.(lbs)07-11-04 07-11-04 265 5 Lin.F/B (lb/ft)10-05-00 12-08-00 11 6 Conc.Pt.(lbs)n\a n\a 19 28 Bracing Elevation Sheathing Top 12-08-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 655 ft-lbs 10.8%160%3 Front-Back Shear 172 lbs 3.4%n\a 3 Front-Back Defl.L/885 (0.172")20.3%n\a 2 Front-Back Max.Defl.0.172"n\a n\a 2 Axial Compression 107 lbs 0.7%115%1 Axial Compression and Bending Front-Back n\a 10.9%160%3 Slenderness Ratio 27.64 55.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 107 lbs 1.5%115%Spruce-Pine-Fir Bottom Plate 2x 107 lbs 1.5%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. Connection Diagram:Full Length of Member a minimum =1-5/8"c =2-1/4" b minimum =3"d =9" Page 11 of 50 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\KS04 BC CALC®Member Report Dry |12-08-00 |2.4"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member Calculated Side Load =0.0 lb/ft Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 0 12 03-03-00 B1 B2 2 6 3 7 4 8 5 9 1 Total Horizontal Product Length = 03-03-00 Page 12 of 50 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\H01 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"211 /0 232 /0 B2,1-1/2"212 /0 232 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 232 2-16d box toe-nails B2 232 2-16d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 03-03-00 Top 143 143 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 61 38 n\a 3 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 76 105 n\a 4 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 62 85 n\a 5 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 3 4 n\a 6 Conc.Pt.(lbs)L 03-02-04 03-02-04 Top 41 13 n\a 7 Conc.Pt.(lbs)L 03-02-04 03-02-04 Top 72 100 n\a 8 Conc.Pt.(lbs)L 03-02-04 03-02-04 Top 71 97 n\a 9 Conc.Pt.(lbs)L 03-02-04 03-02-04 Top 19 22 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 7 ft-lbs 0.2%90%0 01-07-08 Front-Back Moment 105 ft-lbs 2.9%160%3 01-07-08 End Shear 6 lbs 0.2%90%0 00-07-00 Front-Back Shear 129 lbs 3.3%160%3 00-01-08 Total Load Deflection L/999 (0")n\a n\a 1 01-07-08 Max Defl.0"n\a n\a 1 01-07-08 Front-Back Defl.L/9448 (0.004")1.9%n\a 2 01-07-08 Front-Back Max.Defl.0.004"n\a n\a 2 01-07-08 Span /Depth 6.8 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"443 lbs 11.6%11.2%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"444 lbs 11.7%11.3%Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 13 of 50 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\H01 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 03-03-00 B1 B2 2 3 4 5 6 1 Total Horizontal Product Length = 03-03-00 Page 14 of 50 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\H02 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"180 /0 232 /0 B2,1-1/2"181 /0 232 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 73 2-8d box toe-nails B2 74 2-8d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 03-03-00 Top 45 46 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 30 38 n\a 3 Conc.Pt.(lbs)L 00-05-00 00-05-00 Top 86 118 n\a 4 Conc.Pt.(lbs)L 01-09-00 01-09-00 Top 134 185 n\a 5 Conc.Pt.(lbs)L 03-00-12 03-00-12 Top 74 101 n\a 6 Conc.Pt.(lbs)L 03-02-04 03-02-04 Top 19 22 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 299 ft-lbs 6.1%115%1 01-09-00 Front-Back Moment 33 ft-lbs 0.9%160%3 01-07-11 End Shear 266 lbs 6.3%115%1 00-07-00 Front-Back Shear 41 lbs 1.0%160%3 00-01-08 Total Load Deflection L/999 (0.007")n\a n\a 1 01-09-00 Live Load Deflection L/999 (0.004")n\a n\a 8 01-09-00 Max Defl.0.007"n\a n\a 1 01-09-00 Front-Back Defl.L/29773 (0.001")0.6%n\a 2 01-07-11 Front-Back Max.Defl.0.001"n\a n\a 2 01-07-11 Span /Depth 6.8 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"412 lbs 10.8%10.5%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"413 lbs 10.9%10.5%Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 15 of 50 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\H02 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360)Live load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 01-06-12 01-05-04 B1 B2 B3 1 Total Horizontal Product Length = 03-00-00 Page 16 of 50 Plank 2 x 6 SPF #2 W02 -FRONT -ENTRY\H03 (Wall Header) BC CALC®Member Report Dry |2 spans |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"1 /0 B2,1-1/2"3 /0 B3,1-1/2"1 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 136 2-8d box toe-nails B3 136 2-8d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 03-00-00 Top 91 91 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 0 ft-lbs 0.2%90%0 00-07-10 Front-Back Moment 56 ft-lbs 4.9%160%2 01-06-00 Neg.Moment 0 ft-lbs 0.4%90%0 01-06-12 End Shear 1 lbs 0.1%90%0 00-03-00 Cont.Shear 1 lbs 0.2%90%0 01-04-08 Front-Back Shear 75 lbs 6.3%160%2 00-01-08 Total Load Deflection L/999 (0")n\a n\a 0 00-08-08 Max Defl.0"n\a n\a 0 00-08-08 Front-Back Defl.L/17905 (0.002")1.0%n\a 1 01-06-00 Front-Back Max.Defl.0.002"n\a n\a 1 01-06-00 Span /Depth 12.0 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir B2 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B3 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 17 of 50 Plank 2 x 6 SPF #2 W02 -FRONT -ENTRY\H03 (Wall Header) BC CALC®Member Report Dry |2 spans |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 05-03-00 B1 B2 2 3 4 5 6 7 1 Total Horizontal Product Length = 05-03-00 Page 18 of 50 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\H04 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"328 /0 372 /0 B2,1-1/2"305 /0 372 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 315 2-16d common toe-nails B2 284 2-16d common toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 05-03-00 Top 131 97 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 37 26 n\a 3 Conc.Pt.(lbs)L 00-03-00 00-03-00 Top 92 106 n\a 4 Conc.Pt.(lbs)L 01-07-00 01-07-00 Top 145 187 n\a 5 Conc.Pt.(lbs)L 02-11-00 02-11-00 Top 143 187 n\a 6 Conc.Pt.(lbs)L 04-03-00 04-03-00 Top 122 159 n\a 7 Conc.Pt.(lbs)L 05-02-04 05-02-04 Top 65 79 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 822 ft-lbs 16.8%115%1 02-11-00 Front-Back Moment 225 ft-lbs 6.3%160%3 02-07-00 Biaxial Moment n\a 15.1%160%5 02-11-00 End Shear 530 lbs 12.6%115%1 04-08-00 Front-Back Shear 179 lbs 4.6%160%3 00-01-08 Total Load Deflection L/999 (0.048")n\a n\a 1 02-08-00 Live Load Deflection L/999 (0.027")n\a n\a 8 02-08-00 Max Defl.0.048"n\a n\a 1 02-08-00 Front-Back Defl.L/2852 (0.022")6.3%n\a 2 02-07-00 Front-Back Max.Defl.0.022"n\a n\a 2 02-07-00 Span /Depth 11.2 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"700 lbs 18.4%17.8%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"677 lbs 17.8%17.2%Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 19 of 50 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\H04 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360)Live load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 01-04-12 01-04-00 01-04-00 00-11-04 B1 B2 B3 B4 B5 1 Total Horizontal Product Length = 05-00-00 Page 20 of 50 Plank 2 x 6 SPF #2 W02 -FRONT -ENTRY\H05 (Wall Header) BC CALC®Member Report Dry |4 spans |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"1 /0 B2,1-1/2"3 /0 B3,1-1/2"2 /0 B4,1-1/2"2 /0 B5,1-1/2"1 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 190 2-8d box toe-nails B5 190 2-8d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 05-00-00 Top 76 76 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 0 ft-lbs 0.2%90%0 00-07-02 Front-Back Moment 136 ft-lbs 11.8%160%2 02-05-15 Neg.Moment 0 ft-lbs 0.3%90%0 01-04-12 End Shear 1 lbs n\a 90%0 00-03-00 Cont.Shear 1 lbs 0.2%90%0 01-02-08 Front-Back Shear 108 lbs 9.1%160%2 00-01-08 Front-Back Defl.L/4301 (0.014")4.2%n\a 1 02-05-15 Front-Back Max.Defl.0.014"n\a n\a 1 02-05-15 Span /Depth 10.7 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir B2 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B3 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B4 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B5 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 21 of 50 Plank 2 x 6 SPF #2 W02 -FRONT -ENTRY\H05 (Wall Header) BC CALC®Member Report Dry |4 spans |No cant.September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade NotesDesignmeets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 1.5" 5.5" 0 1 Page 22 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\JS01 BC CALC®Member Report Dry |06-08-08 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 18 1 Conc.Pt.(lbs)n\a n\a 3 4 Bracing Elevation Sheathing Top 06-08-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 34 lbs 0.4%90%0 Slenderness Ratio 14.64 29.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 38 lbs 1.1%115%Spruce-Pine-Fir Bottom Plate 2x 38 lbs 1.1%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 Page 23 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\JS02 BC CALC®Member Report Dry |09-02-08 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 39 38 2 Conc.Pt.(lbs)n\a n\a 76 105 3 Conc.Pt.(lbs)n\a n\a 62 85 4 Conc.Pt.(lbs)n\a n\a 3 4 Bracing Elevation Sheathing Top 09-02-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 429 lbs 6.3%115%1 Slenderness Ratio 20.09 40.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 429 lbs 12.2%115%Spruce-Pine-Fir Bottom Plate 2x 429 lbs 12.2%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 24 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS01 BC CALC®Member Report Dry |01-08-14 |3.3"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 26 38 Bracing Elevation Sheathing Top 01-08-14 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 67 lbs 0.6%115%1 Slenderness Ratio 3.80 7.6%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 67 lbs 1.9%115%Spruce-Pine-Fir Bottom Plate 2x 67 lbs 1.9%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 25 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS07 BC CALC®Member Report Dry |01-10-03 |1.9"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 15 22 Bracing Elevation Sheathing Top 01-10-03 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 40 lbs 0.3%115%1 Slenderness Ratio 4.03 8.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 40 lbs 1.2%115%Spruce-Pine-Fir Bottom Plate 2x 40 lbs 1.2%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 0 1 Page 26 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\JS03 BC CALC®Member Report Dry |06-08-08 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 18 1 Conc.Pt.(lbs)n\a n\a 19 22 Bracing Elevation Sheathing Top 06-08-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 72 lbs 0.8%115%1 Slenderness Ratio 14.64 29.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 72 lbs 2.1%115%Spruce-Pine-Fir Bottom Plate 2x 72 lbs 2.1%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 Page 27 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\JS04 BC CALC®Member Report Dry |09-02-08 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 19 13 2 Conc.Pt.(lbs)n\a n\a 72 100 3 Conc.Pt.(lbs)n\a n\a 71 97 4 Conc.Pt.(lbs)n\a n\a 19 22 Bracing Elevation Sheathing Top 09-02-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 431 lbs 6.3%115%1 Slenderness Ratio 20.09 40.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 431 lbs 12.3%115%Spruce-Pine-Fir Bottom Plate 2x 431 lbs 12.3%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 Page 28 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\JS05 BC CALC®Member Report Dry |07-08-08 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 52 26 2 Conc.Pt.(lbs)n\a n\a 89 103 3 Conc.Pt.(lbs)n\a n\a 102 131 4 Conc.Pt.(lbs)n\a n\a 63 83 5 Conc.Pt.(lbs)n\a n\a 22 29 Bracing Elevation Sheathing Top 07-08-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 714 lbs 8.5%115%1 Slenderness Ratio 16.82 33.6%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 714 lbs 20.4%115%Spruce-Pine-Fir Bottom Plate 2x 714 lbs 20.4%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 29 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS08 BC CALC®Member Report Dry |08-00-08 |2.3"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 18 26 Bracing Elevation Sheathing Top 08-00-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 59 lbs 0.7%115%1 Slenderness Ratio 17.55 35.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 59 lbs 1.7%115%Spruce-Pine-Fir Bottom Plate 2x 59 lbs 1.7%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 30 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS15 BC CALC®Member Report Dry |04-07-08 |6.8"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 54 79 Bracing Elevation Sheathing Top 04-07-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 142 lbs 1.3%115%1 Slenderness Ratio 10.09 20.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 142 lbs 4.0%115%Spruce-Pine-Fir Bottom Plate 2x 142 lbs 4.0%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 Page 31 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\JS06 BC CALC®Member Report Dry |07-08-08 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 18 4 2 Conc.Pt.(lbs)n\a n\a 43 55 3 Conc.Pt.(lbs)n\a n\a 80 104 4 Conc.Pt.(lbs)n\a n\a 99 130 5 Conc.Pt.(lbs)n\a n\a 65 79 Bracing Elevation Sheathing Top 07-08-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 692 lbs 8.3%115%1 Slenderness Ratio 16.82 33.6%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 692 lbs 19.7%115%Spruce-Pine-Fir Bottom Plate 2x 692 lbs 19.7%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" Page 32 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS02 BC CALC®Member Report Dry |07-01-00 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Bracing Elevation Sheathing Top 07-01-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 13 lbs 0.2%90%0 Slenderness Ratio 15.45 30.9%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 13 lbs 0.4%90%Spruce-Pine-Fir Bottom Plate 2x 13 lbs 0.4%90%Spruce-Pine-Fir NotesBCCalc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 33 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS03 BC CALC®Member Report Dry |07-01-00 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 92 Bottom Plate 92 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 07-01-00 19 Bracing Elevation Sheathing Top 07-01-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 97 ft-lbs 7.4%160%2 Front-Back Shear 55 lbs 4.6%n\a 2 Front-Back Defl.L/999 (0.021")n\a n\a 1 Front-Back Max.Defl.0.021"n\a n\a 1 Axial Compression 13 lbs 0.2%90%0 Axial Compression and Bending Front-Back n\a 7.5%160%2 Slenderness Ratio 15.45 30.9%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 13 lbs 0.4%90%Spruce-Pine-Fir Bottom Plate 2x 13 lbs 0.4%90%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 34 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS04 BC CALC®Member Report Dry |01-11-11 |10.1"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 16 Bottom Plate 16 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 01-11-11 19 2 Conc.Pt.(lbs)n\a n\a 81 118 Bracing Elevation Sheathing Top 01-11-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 5 ft-lbs 0.4%160%3 Front-Back Shear 10 lbs 0.8%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 203 lbs 1.7%115%1 Axial Compression and Bending Front-Back n\a 0.4%160%3 Slenderness Ratio 4.31 8.6%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 203 lbs 5.8%115%Spruce-Pine-Fir Bottom Plate 2x 203 lbs 5.8%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 35 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS05 BC CALC®Member Report Dry |02-09-11 |15.9"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 36 Bottom Plate 36 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-09-11 19 2 Conc.Pt.(lbs)n\a n\a 127 185 Bracing Elevation Sheathing Top 02-09-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 15 ft-lbs 1.2%160%3 Front-Back Shear 22 lbs 1.8%n\a 3 Front-Back Defl.L/999 (0.001")n\a n\a 2 Front-Back Max.Defl.0.001"n\a n\a 2 Axial Compression 318 lbs 2.7%115%1 Axial Compression and Bending Front-Back n\a 1.2%160%3 Slenderness Ratio 6.13 12.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 318 lbs 9.1%115%Spruce-Pine-Fir Bottom Plate 2x 318 lbs 9.1%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 36 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS06 BC CALC®Member Report Dry |01-11-03 |8.6"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 13 Bottom Plate 13 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 01-11-03 19 2 Conc.Pt.(lbs)n\a n\a 69 101 Bracing Elevation Sheathing Top 01-11-03 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 4 ft-lbs 0.3%160%3 Front-Back Shear 8 lbs 0.7%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 173 lbs 1.5%115%1 Axial Compression and Bending Front-Back n\a 0.3%160%3 Slenderness Ratio 4.22 8.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 173 lbs 4.9%115%Spruce-Pine-Fir Bottom Plate 2x 173 lbs 4.9%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" Page 37 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS09 BC CALC®Member Report Dry |03-01-00 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Bracing Elevation Sheathing Top 03-01-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 6 lbs n\a 90%0 Slenderness Ratio 6.73 13.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 6 lbs 0.2%90%Spruce-Pine-Fir Bottom Plate 2x 6 lbs 0.2%90%Spruce-Pine-Fir NotesBCCalc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 38 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS10 BC CALC®Member Report Dry |07-11-00 |9.1"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 58 Bottom Plate 58 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 07-11-00 19 2 Conc.Pt.(lbs)n\a n\a 73 106 Bracing Elevation Sheathing Top 07-11-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 69 ft-lbs 5.3%160%3 Front-Back Shear 35 lbs 2.9%n\a 3 Front-Back Defl.L/999 (0.019")n\a n\a 2 Front-Back Max.Defl.0.019"n\a n\a 2 Axial Compression 195 lbs 2.4%115%1 Axial Compression and Bending Front-Back n\a 5.4%160%3 Slenderness Ratio 17.27 34.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 195 lbs 5.5%115%Spruce-Pine-Fir Bottom Plate 2x 195 lbs 5.5%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 Page 39 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS11 BC CALC®Member Report Dry |03-01-00 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 40 2-8d box toe-nails Bottom Plate 40 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 03-01-00 19 Bracing Elevation Sheathing Top 03-01-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 18 ft-lbs 1.4%160%2 Front-Back Shear 24 lbs 2.0%n\a 2 Front-Back Defl.L/999 (0.001")n\a n\a 1 Front-Back Max.Defl.0.001"n\a n\a 1 Axial Compression 6 lbs n\a 90%0 Axial Compression and Bending Front-Back n\a 1.4%160%2 Slenderness Ratio 6.73 13.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 6 lbs 0.2%90%Spruce-Pine-Fir Bottom Plate 2x 6 lbs 0.2%90%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 40 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS12 BC CALC®Member Report Dry |07-00-06 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 91 Bottom Plate 91 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 07-00-06 19 2 Conc.Pt.(lbs)n\a n\a 128 187 Bracing Elevation Sheathing Top 07-00-06 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 96 ft-lbs 7.3%160%3 Front-Back Shear 55 lbs 4.6%n\a 3 Front-Back Defl.L/999 (0.021")n\a n\a 2 Front-Back Max.Defl.0.021"n\a n\a 2 Axial Compression 328 lbs 3.6%115%1 Axial Compression and Bending Front-Back n\a 7.4%160%3 Slenderness Ratio 15.34 30.7%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 328 lbs 9.4%115%Spruce-Pine-Fir Bottom Plate 2x 328 lbs 9.4%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 41 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS13 BC CALC®Member Report Dry |06-01-11 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 80 Bottom Plate 80 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 06-01-11 19 2 Conc.Pt.(lbs)n\a n\a 128 187 Bracing Elevation Sheathing Top 06-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 73 ft-lbs 5.6%160%3 Front-Back Shear 48 lbs 4.0%n\a 3 Front-Back Defl.L/999 (0.012")n\a n\a 2 Front-Back Max.Defl.0.012"n\a n\a 2 Axial Compression 326 lbs 3.3%115%1 Axial Compression and Bending Front-Back n\a 5.7%160%3 Slenderness Ratio 13.40 26.8%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 326 lbs 9.3%115%Spruce-Pine-Fir Bottom Plate 2x 326 lbs 9.3%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 42 of 50 Single 2 x 6 SPF #2 W02 -FRONT -ENTRY\CS14 BC CALC®Member Report Dry |05-03-00 |13.6"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 58 Bottom Plate 58 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 05-03-00 19 2 Conc.Pt.(lbs)n\a n\a 109 159 Bracing Elevation Sheathing Top 05-03-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 46 ft-lbs 3.5%160%3 Front-Back Shear 35 lbs 2.9%n\a 3 Front-Back Defl.L/999 (0.005")n\a n\a 2 Front-Back Max.Defl.0.005"n\a n\a 2 Axial Compression 278 lbs 2.6%115%1 Axial Compression and Bending Front-Back n\a 3.5%160%3 Slenderness Ratio 11.45 22.9%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 278 lbs 7.9%115%Spruce-Pine-Fir Bottom Plate 2x 278 lbs 7.9%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 43 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST01 BC CALC®Member Report Dry |17-00-13 |8.4"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 116 2-8d box toe-nails Bottom Plate 116 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 17-00-13 19 2 Conc.Pt.(lbs)n\a n\a 67 98 Bracing Elevation Sheathing Top 17-00-13 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 297 ft-lbs 9.8%160%3 Front-Back Shear 70 lbs 2.8%n\a 3 Front-Back Defl.L/695 (0.295")25.9%n\a 2 Front-Back Max.Defl.0.295"n\a n\a 2 Axial Compression 206 lbs 4.8%115%1 Axial Compression and Bending Front-Back n\a 10.2%160%3 Slenderness Ratio 37.24 74.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 206 lbs 5.9%115%Spruce-Pine-Fir Bottom Plate 2x 206 lbs 5.9%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 44 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST02 BC CALC®Member Report Dry |17-11-00 |12.4"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 180 2-8d box toe-nails Bottom Plate 180 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 17-11-00 19 2 Conc.Pt.(lbs)n\a n\a 99 144 Bracing Elevation Sheathing Top 17-11-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 483 ft-lbs 15.9%160%3 Front-Back Shear 108 lbs 4.3%n\a 3 Front-Back Defl.L/408 (0.528")44.2%n\a 2 Front-Back Max.Defl.0.528"n\a n\a 2 Axial Compression 286 lbs 7.3%115%1 Axial Compression and Bending Front-Back n\a 16.8%160%3 Slenderness Ratio 39.09 78.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 286 lbs 8.2%115%Spruce-Pine-Fir Bottom Plate 2x 286 lbs 8.2%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 45 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST03 BC CALC®Member Report Dry |17-10-06 |14.3"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 207 2-16d box end-nails Bottom Plate 207 2-16d box end-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 17-10-06 19 2 Conc.Pt.(lbs)n\a n\a 114 166 Bracing Elevation Sheathing Top 17-10-06 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 554 ft-lbs 18.3%160%3 Front-Back Shear 124 lbs 4.9%n\a 3 Front-Back Defl.L/356 (0.601")50.5%n\a 2 Front-Back Max.Defl.0.601"n\a n\a 2 Axial Compression 323 lbs 8.2%115%1 Axial Compression and Bending Front-Back n\a 19.3%160%3 Slenderness Ratio 38.98 78.0%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 323 lbs 9.2%115%Spruce-Pine-Fir Bottom Plate 2x 323 lbs 9.2%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 46 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST04 BC CALC®Member Report Dry |16-11-11 |13.8"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 190 2-8d box toe-nails Bottom Plate 190 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 16-11-11 19 2 Conc.Pt.(lbs)n\a n\a 110 160 Bracing Elevation Sheathing Top 16-11-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 483 ft-lbs 15.9%160%3 Front-Back Shear 114 lbs 4.5%n\a 3 Front-Back Defl.L/430 (0.473")41.8%n\a 2 Front-Back Max.Defl.0.473"n\a n\a 2 Axial Compression 311 lbs 7.1%115%1 Axial Compression and Bending Front-Back n\a 16.7%160%3 Slenderness Ratio 37.03 74.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 311 lbs 8.9%115%Spruce-Pine-Fir Bottom Plate 2x 311 lbs 8.9%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 47 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST05 BC CALC®Member Report Dry |12-06-06 |9.3"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 94 2-8d box toe-nails Bottom Plate 94 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 12-06-06 19 2 Conc.Pt.(lbs)n\a n\a 74 108 Bracing Elevation Sheathing Top 12-06-06 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 177 ft-lbs 5.9%160%3 Front-Back Shear 57 lbs 2.3%n\a 3 Front-Back Defl.L/999 (0.096")n\a n\a 2 Front-Back Max.Defl.0.096"n\a n\a 2 Axial Compression 212 lbs 2.7%115%1 Axial Compression and Bending Front-Back n\a 6.0%160%3 Slenderness Ratio 27.34 54.7%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 212 lbs 6.0%115%Spruce-Pine-Fir Bottom Plate 2x 212 lbs 6.0%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 48 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST06 BC CALC®Member Report Dry |11-07-11 |16"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 151 2-8d box toe-nails Bottom Plate 151 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 11-07-11 19 2 Conc.Pt.(lbs)n\a n\a 128 187 Bracing Elevation Sheathing Top 11-07-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 263 ft-lbs 8.7%160%3 Front-Back Shear 90 lbs 3.6%n\a 3 Front-Back Defl.L/999 (0.123")n\a n\a 2 Front-Back Max.Defl.0.123"n\a n\a 2 Axial Compression 343 lbs 3.8%115%1 Axial Compression and Bending Front-Back n\a 8.9%160%3 Slenderness Ratio 25.40 50.8%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 343 lbs 9.8%115%Spruce-Pine-Fir Bottom Plate 2x 343 lbs 9.8%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 49 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST07 BC CALC®Member Report Dry |10-09-00 |14.4"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 125 2-8d box toe-nails Bottom Plate 125 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 10-09-00 19 2 Conc.Pt.(lbs)n\a n\a 115 168 Bracing Elevation Sheathing Top 10-09-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 202 ft-lbs 6.7%160%3 Front-Back Shear 75 lbs 3.0%n\a 3 Front-Back Defl.L/999 (0.081")n\a n\a 2 Front-Back Max.Defl.0.081"n\a n\a 2 Axial Compression 309 lbs 2.9%115%1 Axial Compression and Bending Front-Back n\a 6.8%160%3 Slenderness Ratio 23.45 46.9%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 309 lbs 8.8%115%Spruce-Pine-Fir Bottom Plate 2x 309 lbs 8.8%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 50 of 50 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W02 -FRONT -ENTRY\ST08 BC CALC®Member Report Dry |10-00-08 |7.1"OCS |Repetitive September 18,2023 09:49:59 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 58 2-8d box toe-nails Bottom Plate 58 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 10-00-08 19 2 Conc.Pt.(lbs)n\a n\a 57 83 Bracing Elevation Sheathing Top 10-00-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 87 ft-lbs 2.9%160%3 Front-Back Shear 35 lbs 1.4%n\a 3 Front-Back Defl.L/999 (0.03")n\a n\a 2 Front-Back Max.Defl.0.03"n\a n\a 2 Axial Compression 164 lbs 1.4%115%1 Axial Compression and Bending Front-Back n\a 2.9%160%3 Slenderness Ratio 21.91 43.8%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 164 lbs 4.7%115%Spruce-Pine-Fir Bottom Plate 2x 164 lbs 4.7%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1 23 4 56 ST011 ST02ST03KS01CS01JS01JS02CS02CS03CS04CS05CS03CS06CS07CS03CS07CS03CS06CS07CS03CS06CS08CS07CS03CS02CS03JS03JS04CS09KS02JS05JS06CS03CS03CS03CS12CS03CS13ST04CS03CS14CS15CS03CS03CS16CS03JS07JS08KS03CS18JS09JS10CS02CS03CS19CS07CS03CS06CS07CS03CS06CS07CS03CS20CS05CS03CS02CS03CS21JS11JS12KS04ST05ST06H01 H02 H03 H04 H03 H05 H06 H07 H08 H09 H10 ST0714-06-00 29-00-00 10-05-0210-05-0220-01-022 8 12 -8 12 Page 1 of 66 Wall Summary Information W01 -REAR -LIV RM -DIN RM BC CALC®Member Report Wall |29-00-00 |16"OCS September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Page 2 of 66 Wall Summary Information W01 -REAR -LIV RM -DIN RM BC CALC®Member Report Wall |29-00-00 |16"OCS September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 Wind Load Unf.Area (lb/ft²)L 00-00-00 10-05-02 19 01-04-00 2 Roof Load Unf.Lin.(lb/ft)L 00-00-00 29-00-00 80 140 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 1049 lbs 29.9%115%Spruce-Pine-Fir Bottom Plate 2x 1049 lbs 29.9%115%Spruce-Pine-Fir OpeningsTagDescription Distance Ref.Elevation Ref.Height Width Justification 1 14-06-00 Left 00-00-00 Bottom 96"96.75"Bottom/Middle 2 19-01-14 Left 02-00-00 Bottom 72"72"Bottom/Left 3 09-10-02 Left 02-00-00 Bottom 72"72"Bottom/Right 4 14-06-00 Left 09-06-00 Bottom 84"96.75"Bottom/Middle 5 19-01-14 Left 09-06-00 Bottom 54"/6"72"Bottom/Left 6 09-10-02 Left 09-06-00 Bottom 6"/54"72"Bottom/Right Critical Member SummaryTagProduct Plies Results Connection ST03 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d box toe-nails KS01 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed MP5,one side KS02 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 3 Passed MP5,both sides KS03 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 3 Passed MP5,both sides KS04 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed MP5,one side H01 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d box toe-nails H02 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-10d common end-nails H03 Plank 2 x 6 SPF #2 1 Passed 2-10d box toe-nails H04 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-10d common end-nails H05 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-16d common toe-nails H06 Plank 2 x 6 SPF #2 1 Passed 2-16d common toe-nails H07 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d common toe-nails H08 Plank 2 x 6 SPF #2 1 Passed 2-8d box toe-nails H09 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d common toe-nails H10 Plank 2 x 6 SPF #2 1 Passed 2-8d box toe-nails Wall Framing Net Tag Qty Product Plies Length Connection ST01,ST02,S...,ST06,ST07 6 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 12-00-00 2-8d box toe-nails ST04 1 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 04-00-00 2-8d box toe-nails KS01,KS04 4 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 14-00-00 MP5 KS02,KS03 6 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 3 18-00-00 MP5 JS01,JS03,J...7,JS09,JS11 6 2 x 6 SPF #2 1 08-00-00 JS02,JS12 2 2 x 6 SPF #2 1 02-00-00 JS04,JS10 2 2 x 6 SPF #2 1 06-00-00 JS06,JS08 2 2 x 6 SPF #2 1 10-00-00 CS01,CS04,...,CS20,CS21 15 2 x 6 SPF #2 1 04-00-00 CS02,CS05,...,CS03,CS16 37 2 x 6 SPF #2 1 02-00-00 2-8d box toe-nails,* H01,H05 2 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 10-00-00 2-8d box toe-nails,* Page 3 of 66 Wall Summary Information W01 -REAR -LIV RM -DIN RM BC CALC®Member Report Wall |29-00-00 |16"OCS September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Wall Framing Net Tag Qty Product Plies Length Connection H02,H04,H07,H09 4 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 08-00-00 2-10d common end- nails,* H03,H08,H10 4 2 x 6 SPF #2 1 06-00-00 2-10d box toe-nails,* H06 1 2 x 6 SPF #2 1 10-00-00 2-16d common toe-nails BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 29-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 18-00-00 TP02 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 18-00-00 Fire blocking is not included.Estimated quantity:58'fire blocking. *Another connection exists,please review the individual member's report. Connectors -MiTek Structural ConnectorsQtyModel 12 MP5 Notes BC CALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®, VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 3" 5.5" 8 3 4 5 6 7 1 2 Page 4 of 66 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS01 BC CALC®Member Report Dry |12-04-12 |6.7"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 391 MP5,one side Bottom Plate 398 MP5,one side Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 12-04-12 9 2 Lin.F/B (lb/ft)00-00-00 00-10-08 4 3 Conc.Pt.(lbs)01-09-12 01-09-12 255 4 Conc.Pt.(lbs)08-01-04 08-01-04 250 5 Conc.Pt.(lbs)09-03-12 09-03-12 50 6 Conc.Pt.(lbs)10-00-13 10-00-13 114 7 Lin.F/B (lb/ft)11-04-03 12-04-12 4 8 Conc.Pt.(lbs)n\a n\a 54 78 Bracing Elevation Sheathing Top 12-04-12 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 777 ft-lbs 12.8%160%3 Front-Back Shear 239 lbs 4.8%n\a 3 Front-Back Defl.L/768 (0.194")23.4%n\a 2 Front-Back Max.Defl.0.194"n\a n\a 2 Axial Compression 191 lbs 1.2%115%1 Axial Compression and Bending Front-Back n\a 13.0%160%3 Slenderness Ratio 27.05 54.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 191 lbs 2.7%115%Spruce-Pine-Fir Bottom Plate 2x 191 lbs 2.7%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. Connection Diagram:Full Length of Member Page 5 of 66 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS01 BC CALC®Member Report Dry |12-04-12 |6.7"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member a minimum =1-5/8"c =2-1/4" b minimum =3"d =9" Calculated Side Load =0.0 lb/ft Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 beforeinstallation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 4.5" 5.5" 16-08-12 14-04-05 09-05-04 08-02-12 01-11-04 11 2 3 4 5 8 9 106 1 7 Page 6 of 66 Triple 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS02 BC CALC®Member Report Dry |16-09-04 |3"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 859 MP5,both sides Bottom Plate 1185 MP5,both sides Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 00-10-08 8 2 Conc.Pt.(lbs)01-09-12 01-09-12 255 3 Conc.Pt.(lbs)08-01-04 08-01-04 250 4 Conc.Pt.(lbs)09-03-12 09-03-12 183 5 Conc.Pt.(lbs)14-02-13 14-02-13 253 6 Lin.F/B (lb/ft)15-07-07 16-09-04 8 7 Lin.F/B (lb/ft)00-00-00 07-10-08 84 8 Conc.Pt.(lbs)08-01-04 08-01-04 77 9 Conc.Pt.(lbs)09-03-12 09-03-12 345 10 Conc.Pt.(lbs)16-07-04 16-07-04 334 11 Conc.Pt.(lbs)n\a n\a 24 35 Bracing Elevation Sheathing Top 16-09-04 Left-Right Left-Right 01-11-04 Left-Right Left-Right 08-02-12 Left-Right 09-05-04 Left-Right 14-04-05 Left-Right 16-08-12 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 3107 ft-lbs 34.2%160%3 Front-Back Shear 711 lbs 9.5%n\a 3 Front-Back Defl.L/218 (0.925")82.7%n\a 2 Front-Back Max.Defl.0.925"n\a n\a 2 Left-Right Defl.L/1587513443 (0") n\a n\a 2 Axial Compression 179 lbs 1.3%115%1 Axial Compression and Bending Front-Back n\a 37.6%160%3 Slenderness Ratio 36.59 73.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 179 lbs 1.7%115%Spruce-Pine-Fir Bottom Plate 2x 179 lbs 1.7%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) Design meets User specified (L/180)Total load deflection criteria.(Weak Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. Nailing schedule applies to both sides of the member. BC CALC®analysis is based on IBC 2018. Page 7 of 66 Triple 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS02 BC CALC®Member Report Dry |16-09-04 |3"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member a minimum =1-5/8"c =1-1/4" b minimum =3"d =9" e minimum =2-5/8" Calculated Side Load =0.0 lb/ft Nailing schedule applies to both sides of the member. Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 4.5" 5.5" 16-08-12 14-04-05 09-05-04 08-02-12 01-11-04 11 2 3 4 6 7 8 9 10 1 5 Page 8 of 66 Triple 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS03 BC CALC®Member Report Dry |16-09-04 |3"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 862 MP5,both sides Bottom Plate 1188 MP5,both sides Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 07-10-08 84 2 Conc.Pt.(lbs)08-01-04 08-01-04 77 3 Conc.Pt.(lbs)09-03-12 09-03-12 345 4 Conc.Pt.(lbs)16-07-04 16-07-04 334 5 Lin.F/B (lb/ft)00-00-00 00-10-08 11 6 Conc.Pt.(lbs)01-09-12 01-09-12 255 7 Conc.Pt.(lbs)08-01-04 08-01-04 250 8 Conc.Pt.(lbs)09-03-12 09-03-12 183 9 Conc.Pt.(lbs)14-02-13 14-02-13 253 10 Lin.F/B (lb/ft)15-07-07 16-09-04 11 11 Conc.Pt.(lbs)n\a n\a 24 35 Bracing Elevation Sheathing Top 16-09-04 Left-Right Left-Right 01-11-04 Left-Right Left-Right 08-02-12 Left-Right 09-05-04 Left-Right 14-04-05 Left-Right 16-08-12 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 3108 ft-lbs 34.2%160%3 Front-Back Shear 713 lbs 9.5%n\a 3 Front-Back Defl.L/218 (0.925")82.7%n\a 2 Front-Back Max.Defl.0.925"n\a n\a 2 Left-Right Defl.L/1587513443 (0") n\a n\a 2 Axial Compression 179 lbs 1.3%115%1 Axial Compression and Bending Front-Back n\a 37.6%160%3 Slenderness Ratio 36.59 73.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 179 lbs 1.7%115%Spruce-Pine-Fir Bottom Plate 2x 179 lbs 1.7%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) Design meets User specified (L/180)Total load deflection criteria.(Weak Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. Nailing schedule applies to both sides of the member. BC CALC®analysis is based on IBC 2018. Page 9 of 66 Triple 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS03 BC CALC®Member Report Dry |16-09-04 |3"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member a minimum =1-5/8"c =1-1/4" b minimum =3"d =9" e minimum =2-5/8" Calculated Side Load =0.0 lb/ft Nailing schedule applies to both sides of the member. Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 3" 5.5" 8 3 4 5 6 7 1 2 Page 10 of 66 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS04 BC CALC®Member Report Dry |12-04-12 |8.7"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 421 MP5,one side Bottom Plate 426 MP5,one side Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Lin.F/B (lb/ft)00-00-00 12-04-12 12 2 Lin.F/B (lb/ft)00-00-00 00-10-08 14 3 Conc.Pt.(lbs)01-09-12 01-09-12 255 4 Conc.Pt.(lbs)08-01-04 08-01-04 250 5 Conc.Pt.(lbs)09-03-12 09-03-12 50 6 Conc.Pt.(lbs)10-00-13 10-00-13 114 7 Lin.F/B (lb/ft)11-04-03 12-04-12 14 8 Conc.Pt.(lbs)n\a n\a 70 101 Bracing Elevation Sheathing Top 12-04-12 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 813 ft-lbs 13.4%160%3 Front-Back Shear 256 lbs 5.1%n\a 3 Front-Back Defl.L/728 (0.204")24.7%n\a 2 Front-Back Max.Defl.0.204"n\a n\a 2 Axial Compression 230 lbs 1.4%115%1 Axial Compression and Bending Front-Back n\a 13.6%160%3 Slenderness Ratio 27.05 54.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 230 lbs 3.3%115%Spruce-Pine-Fir Bottom Plate 2x 230 lbs 3.3%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. Connection Diagram:Full Length of Member Page 11 of 66 Double 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\KS04 BC CALC®Member Report Dry |12-04-12 |8.7"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Connection Diagram:Full Length of Member a minimum =1-5/8"c =2-1/4" b minimum =3"d =9" Calculated Side Load =0.0 lb/ft Connectors are:3-1/4 in.Pneumatic Gun Nails DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 beforeinstallation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 0 12 08-03-12 B1 B2 2 10 3 11 4 12 5 13 6 14 7 15 8 16 9 17 1 Total Horizontal Product Length = 08-03-12 Page 12 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H01 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"486 /0 591 /0 B2,1-1/2"485 /0 591 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 74 2-8d box toe-nails B2 74 2-8d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 08-03-12 Top 18 18 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 67 36 n\a 3 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 75 108 n\a 4 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 105 150 n\a 5 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 78 110 n\a 6 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 36 47 n\a 7 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 39 53 n\a 8 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 42 59 n\a 9 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 20 28 n\a 10 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 45 4 n\a 11 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 25 36 n\a 12 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 44 61 n\a 13 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 35 46 n\a 14 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 43 57 n\a 15 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 91 128 n\a 16 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 107 154 n\a 17 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 73 106 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 47 ft-lbs 1.2%90%0 04-01-14 Front-Back Moment 90 ft-lbs 2.5%160%3 04-01-14 End Shear 20 lbs 0.6%90%0 00-07-00 Front-Back Shear 43 lbs 1.1%160%3 00-01-08 DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 13 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H01 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Controls Summary Value %Allowable Duration Case Location Total Load Deflection L/999 (0.007")n\a n\a 1 04-01-14 Max Defl.0.007"n\a n\a 1 04-01-14 Front-Back Defl.L/4576 (0.022")3.9%n\a 2 04-01-14 Front-Back Max.Defl.0.022"n\a n\a 2 04-01-14 Span /Depth 17.9 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"1076 lbs 28.3%27.3%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"1076 lbs 28.3%27.3%Spruce-Pine-Fir NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 06-03-00 B1 B2 2 7 3 8 4 9 5 10 6 11 1 Total Horizontal Product Length = 06-03-00 Page 14 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H02 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"436 /0 446 /0 B2,1-1/2"421 /0 442 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 238 2-10d common end-nails B2 238 2-10d common end-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 06-03-00 Top 76 76 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 104 81 n\a 3 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 115 134 n\a 4 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 102 118 n\a 5 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 67 78 n\a 6 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 31 36 n\a 7 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 41 23 n\a 8 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 59 68 n\a 9 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 93 109 n\a 10 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 123 143 n\a 11 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 87 98 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 26 ft-lbs 0.7%90%0 03-01-08 Front-Back Moment 214 ft-lbs 6.0%160%3 03-01-08 End Shear 14 lbs 0.4%90%0 00-07-00 Front-Back Shear 137 lbs 3.5%160%3 00-01-08 Total Load Deflection L/999 (0.002")n\a n\a 1 03-01-08 Max Defl.0.002"n\a n\a 1 03-01-08 Front-Back Defl.L/2533 (0.03")7.1%n\a 2 03-01-08 Front-Back Max.Defl.0.03"n\a n\a 2 03-01-08 Span /Depth 13.4 DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 15 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H02 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"882 lbs 23.2%22.4%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"863 lbs 22.7%21.9%Spruce-Pine-Fir NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 00-09-06 01-04-00 01-04-00 01-04-00 01-02-10 B1 B2 B3 B4 B5 B6 1 Total Horizontal Product Length = 06-00-00 Page 16 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H03 (Wall Header) BC CALC®Member Report Dry |5 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"0 /0 B2,1-1/2"2 /0 B3,1-1/2"3 /0 B4,1-1/2"2 /0 B5,1-1/2"3 /0 B6,1-1/2"1 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 233 2-10d box toe-nails B6 233 2-10d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 06-00-00 Top 78 78 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 0 ft-lbs 0.1%90%0 05-05-15 Front-Back Moment 201 ft-lbs 17.5%160%2 03-00-01 Neg.Moment 0 ft-lbs 0.2%90%0 04-09-06 End Shear 0 lbs n\a 90%0 05-09-00 Cont.Shear 1 lbs 0.1%90%0 04-11-10 Front-Back Shear 134 lbs 11.3%160%2 00-01-08 Front-Back Defl.L/2396 (0.03")7.5%n\a 1 03-00-01 Front-Back Max.Defl.0.03"n\a n\a 1 03-00-01 Span /Depth 10.7 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 1-1/2"0 lbs n\a n\a Spruce-Pine-Fir B2 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B3 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B4 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B5 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B6 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 17 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H03 (Wall Header) BC CALC®Member Report Dry |5 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade NotesDesignmeets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 06-03-00 B1 B2 2 8 3 9 4 10 5 11 6 12 7 13 1 Total Horizontal Product Length = 06-03-00 Page 18 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H04 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"426 /0 442 /0 B2,1-1/2"437 /0 446 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 238 2-10d common end-nails B2 238 2-10d common end-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 06-03-00 Top 76 76 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 51 28 n\a 3 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 92 105 n\a 4 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 120 139 n\a 5 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 85 99 n\a 6 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 50 58 n\a 7 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 11 12 n\a 8 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 34 4 n\a 9 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 41 47 n\a 10 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 75 88 n\a 11 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 110 129 n\a 12 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 105 121 n\a 13 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 54 58 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 26 ft-lbs 0.7%90%0 03-01-08 Front-Back Moment 214 ft-lbs 6.0%160%3 03-01-08 End Shear 14 lbs 0.4%90%0 00-07-00 Front-Back Shear 137 lbs 3.5%160%3 00-01-08 Total Load Deflection L/999 (0.002")n\a n\a 1 03-01-08 Max Defl.0.002"n\a n\a 1 03-01-08 Front-Back Defl.L/2533 (0.03")7.1%n\a 2 03-01-08 Front-Back Max.Defl.0.03"n\a n\a 2 03-01-08 Span /Depth 13.4 DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 19 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H04 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"867 lbs 22.8%22.0%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"883 lbs 23.2%22.4%Spruce-Pine-Fir NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 08-03-12 B1 B2 2 3 4 5 6 7 8 9 10 1 Total Horizontal Product Length = 08-03-12 Page 20 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H05 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"443 /0 591 /0 B2,1-1/2"443 /0 591 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 322 2-16d common toe-nails B2 322 2-16d common toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 08-03-12 Top 78 78 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 25 36 n\a 3 Conc.Pt.(lbs)L 00-03-14 00-03-14 Top 77 112 n\a 4 Conc.Pt.(lbs)L 01-07-14 01-07-14 Top 131 187 n\a 5 Conc.Pt.(lbs)L 02-11-14 02-11-14 Top 122 171 n\a 6 Conc.Pt.(lbs)L 04-01-02 04-01-02 Top 71 93 n\a 7 Conc.Pt.(lbs)L 04-03-14 04-03-14 Top 82 109 n\a 8 Conc.Pt.(lbs)L 05-07-14 05-07-14 Top 133 187 n\a 9 Conc.Pt.(lbs)L 06-11-14 06-11-14 Top 127 182 n\a 10 Conc.Pt.(lbs)L 08-03-00 08-03-00 Top 73 106 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 2068 ft-lbs 42.3%115%1 04-01-02 Front-Back Moment 390 ft-lbs 10.8%160%3 04-02-08 Biaxial Moment n\a 34.2%160%5 04-01-02 End Shear 863 lbs 20.5%115%1 00-07-00 Front-Back Shear 188 lbs 4.8%160%3 00-01-08 Total Load Deflection L/334 (0.294")71.8%n\a 1 04-02-08 Live Load Deflection L/589 (0.167")61.1%n\a 8 04-02-08 Max Defl.0.294"29.4%n\a 1 04-02-08 Front-Back Defl.L/1051 (0.095")17.1%n\a 2 04-02-08 Front-Back Max.Defl.0.095"n\a n\a 2 04-02-08 Span /Depth 17.9 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"1034 lbs 27.2%26.3%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"1034 lbs 27.2%26.2%Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 21 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H05 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360)Live load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 01-05-10 01-04-00 01-04-00 01-04-00 01-04-00 01-03-02 B1 B2 B3 B4 B5 B6 B7 1 Total Horizontal Product Length = 08-00-12 Page 22 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H06 (Wall Header) BC CALC®Member Report Dry |6 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"1 /0 B2,1-1/2"3 /0 B3,1-1/2"2 /0 B4,1-1/2"3 /0 B5,1-1/2"2 /0 B6,1-1/2"3 /0 B7,1-1/2"1 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 320 2-16d common toe-nails B7 320 2-16d common toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 08-00-12 Top 79 79 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 0 ft-lbs 0.2%90%0 00-07-07 Front-Back Moment 375 ft-lbs 32.7%160%2 04-00-05 Neg.Moment 0 ft-lbs 0.3%90%0 01-05-10 End Shear 1 lbs 0.1%90%0 00-03-00 Cont.Shear 1 lbs 0.2%90%0 01-03-06 Front-Back Shear 186 lbs 15.7%160%2 00-01-08 Total Load Deflection L/999 (0")n\a n\a 0 00-08-04 Max Defl.0"n\a n\a 0 00-08-04 Front-Back Defl.L/946 (0.102")19.0%n\a 1 04-00-05 Front-Back Max.Defl.0.102"n\a n\a 1 04-00-05 Span /Depth 11.2 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir B2 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B3 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B4 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B5 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B6 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B7 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 23 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H06 (Wall Header) BC CALC®Member Report Dry |6 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. -8 12 06-03-00 B1 B2 2 3 4 5 6 7 1 Total Horizontal Product Length = 06-03-00 Page 24 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H07 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"408 /0 446 /0 B2,1-1/2"403 /0 442 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 235 2-8d common toe-nails B2 184 2-8d common toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 06-03-00 Top 76 36 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 73 81 n\a 3 Conc.Pt.(lbs)L 00-11-10 00-11-10 Top 136 157 n\a 4 Conc.Pt.(lbs)L 02-03-10 02-03-10 Top 160 187 n\a 5 Conc.Pt.(lbs)L 03-07-10 03-07-10 Top 160 187 n\a 6 Conc.Pt.(lbs)L 04-11-10 04-11-10 Top 154 179 n\a 7 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 87 98 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1217 ft-lbs 24.9%115%1 03-07-10 Front-Back Moment 227 ft-lbs 6.3%160%3 02-11-10 Biaxial Moment n\a 20.3%160%5 03-07-10 End Shear 697 lbs 16.6%115%1 00-07-00 Front-Back Shear 134 lbs 3.4%160%3 00-01-08 Total Load Deflection L/619 (0.143")38.8%n\a 1 03-01-10 Live Load Deflection L/999 (0.075")n\a n\a 8 03-01-10 Max Defl.0.143"14.3%n\a 1 03-01-10 Front-Back Defl.L/2319 (0.045")7.8%n\a 2 03-00-10 Front-Back Max.Defl.0.045"n\a n\a 2 03-00-10 Span /Depth 13.4 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"855 lbs 22.5%21.7%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"845 lbs 22.2%21.5%Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 25 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H07 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade NotesDesignmeets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360)Live load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 00-09-06 01-04-00 01-04-00 01-04-00 01-02-10 B1 B2 B3 B4 B5 B6 1 Total Horizontal Product Length = 06-00-00 Page 26 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H08 (Wall Header) BC CALC®Member Report Dry |5 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"0 /0 B2,1-1/2"2 /0 B3,1-1/2"3 /0 B4,1-1/2"2 /0 B5,1-1/2"3 /0 B6,1-1/2"1 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 128 2-8d box toe-nails B6 86 2-8d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 06-00-00 Top 56 15 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 0 ft-lbs 0.1%90%0 05-05-15 Front-Back Moment 93 ft-lbs 8.1%160%2 02-08-13 Neg.Moment 0 ft-lbs 0.2%90%0 04-09-06 End Shear 0 lbs n\a 90%0 05-09-00 Cont.Shear 1 lbs 0.1%90%0 04-11-10 Front-Back Shear 72 lbs 6.1%160%2 00-01-08 Front-Back Defl.L/5225 (0.014")3.4%n\a 1 02-11-03 Front-Back Max.Defl.0.014"n\a n\a 1 02-11-03 Span /Depth 10.7 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 1-1/2"0 lbs n\a n\a Spruce-Pine-Fir B2 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B3 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B4 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B5 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B6 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 27 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H08 (Wall Header) BC CALC®Member Report Dry |5 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade NotesDesignmeets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 8 12 06-03-00 B1 B2 2 3 4 5 6 7 8 1 Total Horizontal Product Length = 06-03-00 Page 28 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H09 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"408 /0 442 /0 B2,1-1/2"410 /0 446 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 184 2-8d common toe-nails B2 235 2-8d common toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 06-03-00 Top 36 76 n\a 2 Conc.Pt.(lbs)L 00-00-12 00-00-12 Top 30 28 n\a 3 Conc.Pt.(lbs)L 00-03-06 00-03-06 Top 96 109 n\a 4 Conc.Pt.(lbs)L 01-07-06 01-07-06 Top 160 187 n\a 5 Conc.Pt.(lbs)L 02-11-06 02-11-06 Top 160 187 n\a 6 Conc.Pt.(lbs)L 04-03-06 04-03-06 Top 160 187 n\a 7 Conc.Pt.(lbs)L 05-07-06 05-07-06 Top 116 133 n\a 8 Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 54 58 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 1248 ft-lbs 25.5%115%1 02-11-06 Front-Back Moment 227 ft-lbs 6.3%160%3 03-03-06 Biaxial Moment n\a 20.7%160%5 02-11-06 End Shear 791 lbs 18.8%115%1 00-01-08 Front-Back Shear 134 lbs 3.4%160%3 06-01-08 Total Load Deflection L/618 (0.143")38.8%n\a 1 03-01-06 Live Load Deflection L/999 (0.075")n\a n\a 8 03-01-06 Max Defl.0.143"14.3%n\a 1 03-01-06 Front-Back Defl.L/2516 (0.045")7.2%n\a 2 03-02-06 Front-Back Max.Defl.0.045"n\a n\a 2 03-02-06 Span /Depth 13.4 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 3-1/2"850 lbs 22.3%21.6%Spruce-Pine-Fir B2 Column 1-1/2"x 3-1/2"856 lbs 22.5%21.7%Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 29 of 66 Single 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\H09 (Wall Header) BC CALC®Member Report Dry |1 span |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length Plumb Cut with Hanger to dbl.top plate 8/12 6-5/8"06-03-00 07-09-13 Notes Design meets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360)Live load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Design meets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 0 12 01-05-02 01-04-00 01-04-00 01-04-00 00-06-14 B1 B2 B3 B4 B5 B6 1 Total Horizontal Product Length = 06-00-00 Page 30 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H10 (Wall Header) BC CALC®Member Report Dry |5 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,1-1/2"1 /0 B2,1-1/2"3 /0 B3,1-1/2"2 /0 B4,1-1/2"3 /0 B5,1-1/2"2 /0 B6,1-1/2"0 /0 Lateral Reaction Summary (lbs)Bearing Wind Connection B1 86 2-8d box toe-nails B6 128 2-8d box toe-nails Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 1 Trapezoidal (lb/ft)L 00-00-00 06-00-00 Top 15 56 n\a Controls Summary Value %Allowable Duration Case Location Pos.Moment 0 ft-lbs 0.2%90%0 00-07-04 Front-Back Moment 93 ft-lbs 8.1%160%2 03-03-02 Neg.Moment 0 ft-lbs 0.3%90%0 01-05-02 End Shear 1 lbs n\a 90%0 00-03-00 Cont.Shear 1 lbs 0.2%90%0 01-02-14 Front-Back Shear 72 lbs 6.1%160%2 05-10-08 Front-Back Defl.L/5225 (0.014")3.4%n\a 1 03-00-13 Front-Back Max.Defl.0.014"n\a n\a 1 03-00-13 Span /Depth 10.9 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Column 1-1/2"x 1-1/2"1 lbs n\a n\a Spruce-Pine-Fir B2 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B3 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B4 Column 1-1/2"x 1-1/2"3 lbs n\a n\a Spruce-Pine-Fir B5 Column 1-1/2"x 1-1/2"2 lbs n\a n\a Spruce-Pine-Fir B6 Column 1-1/2"x 1-1/2"0 lbs n\a n\a Spruce-Pine-Fir DisclosureUseoftheBoiseCascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™, ALLJOIST®,BC RIM BOARD™,BCI®, BOISE GLULAM™,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 31 of 66 Plank 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\H10 (Wall Header) BC CALC®Member Report Dry |5 spans |No cant.September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade NotesDesignmeets User specified (L/180)lateral deflection criteria. Design meets arbitrary (1")Maximum lateral deflection criteria. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. Calculations assume member is fully braced. 1.5" 5.5" 1 Page 32 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS01 BC CALC®Member Report Dry |02-01-11 |2.4"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 20 28 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 52 lbs 0.4%115%1 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 52 lbs 1.5%115%Spruce-Pine-Fir Bottom Plate 2x 52 lbs 1.5%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 0 1 Page 33 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS01 BC CALC®Member Report Dry |07-10-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 35 1 Conc.Pt.(lbs)n\a n\a 11 12 Bracing Elevation Sheathing Top 07-10-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 73 lbs 0.9%115%1 Slenderness Ratio 17.18 34.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 73 lbs 2.1%115%Spruce-Pine-Fir Bottom Plate 2x 73 lbs 2.1%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 6 Page 34 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS02 BC CALC®Member Report Dry |01-06-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 47 28 2 Conc.Pt.(lbs)n\a n\a 92 105 3 Conc.Pt.(lbs)n\a n\a 120 139 4 Conc.Pt.(lbs)n\a n\a 85 99 5 Conc.Pt.(lbs)n\a n\a 50 58 6 Conc.Pt.(lbs)n\a n\a 11 12 Bracing Elevation Sheathing Top 01-06-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 849 lbs 7.1%115%1 Slenderness Ratio 3.27 6.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 849 lbs 24.2%115%Spruce-Pine-Fir Bottom Plate 2x 849 lbs 24.2%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 0 1 Page 35 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS03 BC CALC®Member Report Dry |07-10-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 35 1 Conc.Pt.(lbs)n\a n\a 54 58 Bracing Elevation Sheathing Top 07-10-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 161 lbs 2.0%115%1 Slenderness Ratio 17.18 34.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 161 lbs 4.6%115%Spruce-Pine-Fir Bottom Plate 2x 161 lbs 4.6%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 6 Page 36 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS04 BC CALC®Member Report Dry |05-07-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 21 4 2 Conc.Pt.(lbs)n\a n\a 41 47 3 Conc.Pt.(lbs)n\a n\a 75 88 4 Conc.Pt.(lbs)n\a n\a 110 129 5 Conc.Pt.(lbs)n\a n\a 105 121 6 Conc.Pt.(lbs)n\a n\a 54 58 Bracing Elevation Sheathing Top 05-07-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 863 lbs 8.3%115%1 Slenderness Ratio 12.18 24.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 863 lbs 24.6%115%Spruce-Pine-Fir Bottom Plate 2x 863 lbs 24.6%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 37 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS09 BC CALC®Member Report Dry |02-01-11 |4.9"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 40 58 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 101 lbs 0.9%115%1 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 101 lbs 2.9%115%Spruce-Pine-Fir Bottom Plate 2x 101 lbs 2.9%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 0 1 Page 38 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS05 BC CALC®Member Report Dry |07-10-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 46 1 Conc.Pt.(lbs)n\a n\a 20 28 Bracing Elevation Sheathing Top 07-10-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 109 lbs 1.3%115%1 Slenderness Ratio 17.18 34.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 109 lbs 3.1%115%Spruce-Pine-Fir Bottom Plate 2x 109 lbs 3.1%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 6 7 8 Page 39 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS06 BC CALC®Member Report Dry |08-00-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 48 36 2 Conc.Pt.(lbs)n\a n\a 75 108 3 Conc.Pt.(lbs)n\a n\a 105 150 4 Conc.Pt.(lbs)n\a n\a 78 110 5 Conc.Pt.(lbs)n\a n\a 36 47 6 Conc.Pt.(lbs)n\a n\a 39 53 7 Conc.Pt.(lbs)n\a n\a 42 59 8 Conc.Pt.(lbs)n\a n\a 20 28 Bracing Elevation Sheathing Top 08-00-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 1049 lbs 13.1%115%1 Slenderness Ratio 17.55 35.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 1049 lbs 29.9%115%Spruce-Pine-Fir Bottom Plate 2x 1049 lbs 29.9%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 0 1 Page 40 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS07 BC CALC®Member Report Dry |07-10-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 46 1 Conc.Pt.(lbs)n\a n\a 73 106 Bracing Elevation Sheathing Top 07-10-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 240 lbs 2.9%115%1 Slenderness Ratio 17.18 34.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 240 lbs 6.8%115%Spruce-Pine-Fir Bottom Plate 2x 240 lbs 6.8%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 6 7 8 Page 41 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS08 BC CALC®Member Report Dry |08-00-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 26 4 2 Conc.Pt.(lbs)n\a n\a 25 36 3 Conc.Pt.(lbs)n\a n\a 44 61 4 Conc.Pt.(lbs)n\a n\a 35 46 5 Conc.Pt.(lbs)n\a n\a 43 57 6 Conc.Pt.(lbs)n\a n\a 91 128 7 Conc.Pt.(lbs)n\a n\a 107 154 8 Conc.Pt.(lbs)n\a n\a 73 106 Bracing Elevation Sheathing Top 08-00-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 1049 lbs 13.1%115%1 Slenderness Ratio 17.55 35.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 1049 lbs 29.9%115%Spruce-Pine-Fir Bottom Plate 2x 1049 lbs 29.9%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 42 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS18 BC CALC®Member Report Dry |02-01-11 |6.9"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 56 81 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 141 lbs 1.2%115%1 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 141 lbs 4.0%115%Spruce-Pine-Fir Bottom Plate 2x 141 lbs 4.0%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 0 1 Page 43 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS09 BC CALC®Member Report Dry |07-10-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 35 1 Conc.Pt.(lbs)n\a n\a 31 36 Bracing Elevation Sheathing Top 07-10-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 116 lbs 1.4%115%1 Slenderness Ratio 17.18 34.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 116 lbs 3.3%115%Spruce-Pine-Fir Bottom Plate 2x 116 lbs 3.3%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 Page 44 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS10 BC CALC®Member Report Dry |05-07-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 90 81 2 Conc.Pt.(lbs)n\a n\a 115 134 3 Conc.Pt.(lbs)n\a n\a 102 118 4 Conc.Pt.(lbs)n\a n\a 67 78 5 Conc.Pt.(lbs)n\a n\a 31 36 Bracing Elevation Sheathing Top 05-07-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 862 lbs 8.3%115%1 Slenderness Ratio 12.18 24.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 862 lbs 24.6%115%Spruce-Pine-Fir Bottom Plate 2x 862 lbs 24.6%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 Page 45 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS21 BC CALC®Member Report Dry |02-01-11 |8.4"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 68 98 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 170 lbs 1.4%115%1 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 170 lbs 4.9%115%Spruce-Pine-Fir Bottom Plate 2x 170 lbs 4.9%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 0 1 Page 46 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS11 BC CALC®Member Report Dry |07-10-08 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 0 Conc.Pt.(lbs)n\a n\a 35 1 Conc.Pt.(lbs)n\a n\a 87 98 Bracing Elevation Sheathing Top 07-10-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 236 lbs 2.9%115%1 Slenderness Ratio 17.18 34.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 236 lbs 6.7%115%Spruce-Pine-Fir Bottom Plate 2x 236 lbs 6.7%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 3 4 5 Page 47 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\JS12 BC CALC®Member Report Dry |01-06-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Start End 100%90%115%160%125% 1 Conc.Pt.(lbs)n\a n\a 37 23 2 Conc.Pt.(lbs)n\a n\a 59 68 3 Conc.Pt.(lbs)n\a n\a 93 109 4 Conc.Pt.(lbs)n\a n\a 123 143 5 Conc.Pt.(lbs)n\a n\a 87 98 Bracing Elevation Sheathing Top 01-06-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 845 lbs 7.1%115%1 Slenderness Ratio 3.27 6.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 845 lbs 24.1%115%Spruce-Pine-Fir Bottom Plate 2x 845 lbs 24.1%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" Page 48 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS02 BC CALC®Member Report Dry |01-09-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Bracing Elevation Sheathing Top 01-09-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Axial Compression 3 lbs n\a 90%0 Slenderness Ratio 3.82 7.6%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 3 lbs n\a 90%Spruce-Pine-Fir Bottom Plate 2x 3 lbs n\a 90%Spruce-Pine-Fir NotesBCCalc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 49 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS04 BC CALC®Member Report Dry |02-01-11 |9.3"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 16 Bottom Plate 16 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-01-11 19 2 Conc.Pt.(lbs)n\a n\a 75 109 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 5 ft-lbs 0.4%160%3 Front-Back Shear 10 lbs 0.8%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 187 lbs 1.6%115%1 Axial Compression and Bending Front-Back n\a 0.4%160%3 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 187 lbs 5.3%115%Spruce-Pine-Fir Bottom Plate 2x 187 lbs 5.3%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 Page 50 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS05 BC CALC®Member Report Dry |01-09-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 23 Bottom Plate 23 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 01-09-00 19 Bracing Elevation Sheathing Top 01-09-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 6 ft-lbs 0.5%160%2 Front-Back Shear 14 lbs 1.1%n\a 2 Front-Back Defl.L/999 (0")n\a n\a 1 Front-Back Max.Defl.0"n\a n\a 1 Axial Compression 3 lbs n\a 90%0 Axial Compression and Bending Front-Back n\a 0.5%160%2 Slenderness Ratio 3.82 7.6%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 3 lbs n\a 90%Spruce-Pine-Fir Bottom Plate 2x 3 lbs n\a 90%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 51 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS06 BC CALC®Member Report Dry |02-01-11 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 28 Bottom Plate 28 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-01-11 19 2 Conc.Pt.(lbs)n\a n\a 128 187 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 9 ft-lbs 0.7%160%3 Front-Back Shear 17 lbs 1.4%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 319 lbs 2.7%115%1 Axial Compression and Bending Front-Back n\a 0.7%160%3 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 319 lbs 9.1%115%Spruce-Pine-Fir Bottom Plate 2x 319 lbs 9.1%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 Page 52 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS07 BC CALC®Member Report Dry |01-09-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 23 2-8d box toe-nails Bottom Plate 23 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 01-09-00 19 Bracing Elevation Sheathing Top 01-09-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 6 ft-lbs 0.5%160%2 Front-Back Shear 14 lbs 1.1%n\a 2 Front-Back Defl.L/999 (0")n\a n\a 1 Front-Back Max.Defl.0"n\a n\a 1 Axial Compression 3 lbs n\a 90%0 Axial Compression and Bending Front-Back n\a 0.5%160%2 Slenderness Ratio 3.82 7.6%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 3 lbs n\a 90%Spruce-Pine-Fir Bottom Plate 2x 3 lbs n\a 90%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 53 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS08 BC CALC®Member Report Dry |02-01-11 |11.4"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 20 Bottom Plate 20 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-01-11 19 2 Conc.Pt.(lbs)n\a n\a 92 133 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 6 ft-lbs 0.5%160%3 Front-Back Shear 12 lbs 1.0%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 229 lbs 1.9%115%1 Axial Compression and Bending Front-Back n\a 0.5%160%3 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 229 lbs 6.5%115%Spruce-Pine-Fir Bottom Plate 2x 229 lbs 6.5%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 54 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS12 BC CALC®Member Report Dry |01-02-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 15 Bottom Plate 15 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 01-02-00 19 2 Conc.Pt.(lbs)n\a n\a 128 187 Bracing Elevation Sheathing Top 01-02-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 3 ft-lbs 0.2%160%3 Front-Back Shear 9 lbs 0.8%n\a 3 Axial Compression 317 lbs 2.7%115%1 Axial Compression and Bending Front-Back n\a 0.2%160%3 Slenderness Ratio 2.55 5.1%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 317 lbs 9.0%115%Spruce-Pine-Fir Bottom Plate 2x 317 lbs 9.0%115%Spruce-Pine-Fir Notes BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 55 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS13 BC CALC®Member Report Dry |02-00-11 |14.6"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 24 Bottom Plate 24 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-00-11 19 2 Conc.Pt.(lbs)n\a n\a 117 171 Bracing Elevation Sheathing Top 02-00-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 8 ft-lbs 0.6%160%3 Front-Back Shear 15 lbs 1.2%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 291 lbs 2.5%115%1 Axial Compression and Bending Front-Back n\a 0.6%160%3 Slenderness Ratio 4.49 9.0%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 291 lbs 8.3%115%Spruce-Pine-Fir Bottom Plate 2x 291 lbs 8.3%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 56 of 66 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\ST04 BC CALC®Member Report Dry |02-09-08 |8"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 18 2-8d box toe-nails Bottom Plate 18 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-09-08 19 2 Conc.Pt.(lbs)n\a n\a 64 93 Bracing Elevation Sheathing Top 02-09-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 8 ft-lbs 0.2%160%3 Front-Back Shear 11 lbs 0.4%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 164 lbs 0.6%115%1 Axial Compression and Bending Front-Back n\a 0.3%160%3 Slenderness Ratio 6.09 12.2%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 164 lbs 4.7%115%Spruce-Pine-Fir Bottom Plate 2x 164 lbs 4.7%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 57 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS14 BC CALC®Member Report Dry |02-08-11 |9.4"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 21 Bottom Plate 21 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-08-11 19 2 Conc.Pt.(lbs)n\a n\a 75 109 Bracing Elevation Sheathing Top 02-08-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 8 ft-lbs 0.6%160%3 Front-Back Shear 12 lbs 1.0%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 190 lbs 1.6%115%1 Axial Compression and Bending Front-Back n\a 0.7%160%3 Slenderness Ratio 5.94 11.9%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 190 lbs 5.4%115%Spruce-Pine-Fir Bottom Plate 2x 190 lbs 5.4%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 58 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS15 BC CALC®Member Report Dry |01-10-00 |16"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 24 Bottom Plate 24 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 01-10-00 19 2 Conc.Pt.(lbs)n\a n\a 128 187 Bracing Elevation Sheathing Top 01-10-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 7 ft-lbs 0.5%160%3 Front-Back Shear 14 lbs 1.2%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 318 lbs 2.7%115%1 Axial Compression and Bending Front-Back n\a 0.5%160%3 Slenderness Ratio 4.00 8.0%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 318 lbs 9.1%115%Spruce-Pine-Fir Bottom Plate 2x 318 lbs 9.1%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 59 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS19 BC CALC®Member Report Dry |02-01-11 |13.4"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 23 Bottom Plate 23 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-01-11 19 2 Conc.Pt.(lbs)n\a n\a 108 157 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 7 ft-lbs 0.6%160%3 Front-Back Shear 14 lbs 1.2%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 268 lbs 2.3%115%1 Axial Compression and Bending Front-Back n\a 0.6%160%3 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 268 lbs 7.7%115%Spruce-Pine-Fir Bottom Plate 2x 268 lbs 7.7%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 60 of 66 Single 2 x 6 SPF #2 W01 -REAR -LIV RM -DIN RM\CS20 BC CALC®Member Report Dry |02-01-11 |15.3"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:NLGA Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 27 Bottom Plate 27 Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 02-01-11 19 2 Conc.Pt.(lbs)n\a n\a 123 179 Bracing Elevation Sheathing Top 02-01-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 9 ft-lbs 0.6%160%3 Front-Back Shear 16 lbs 1.3%n\a 3 Front-Back Defl.L/999 (0")n\a n\a 2 Front-Back Max.Defl.0"n\a n\a 2 Axial Compression 305 lbs 2.6%115%1 Axial Compression and Bending Front-Back n\a 0.7%160%3 Slenderness Ratio 4.67 9.3%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 305 lbs 8.7%115%Spruce-Pine-Fir Bottom Plate 2x 305 lbs 8.7%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above.All other support and design for these products,including but not limited to notching, connections,installation,and engineer/architect certification is the responsibility of the project's design professional of record. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriateexperttoassureitsadequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue® ,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks ofBoiseCascadeWoodProductsL.L.C. 1.5" 5.5" 1 2 Page 61 of 66 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\ST01 BC CALC®Member Report Dry |10-00-08 |8.4"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 68 2-8d box toe-nails Bottom Plate 68 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 10-00-08 19 2 Conc.Pt.(lbs)n\a n\a 67 98 Bracing Elevation Sheathing Top 10-00-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 103 ft-lbs 3.4%160%3 Front-Back Shear 41 lbs 1.6%n\a 3 Front-Back Defl.L/999 (0.036")n\a n\a 2 Front-Back Max.Defl.0.036"n\a n\a 2 Axial Compression 189 lbs 1.6%115%1 Axial Compression and Bending Front-Back n\a 3.4%160%3 Slenderness Ratio 21.91 43.8%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 189 lbs 5.4%115%Spruce-Pine-Fir Bottom Plate 2x 189 lbs 5.4%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 62 of 66 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\ST02 BC CALC®Member Report Dry |10-10-11 |15.6"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 138 2-8d box toe-nails Bottom Plate 138 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 10-10-11 19 2 Conc.Pt.(lbs)n\a n\a 125 182 Bracing Elevation Sheathing Top 10-10-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 225 ft-lbs 7.4%160%3 Front-Back Shear 83 lbs 3.3%n\a 3 Front-Back Defl.L/999 (0.092")n\a n\a 2 Front-Back Max.Defl.0.092"n\a n\a 2 Axial Compression 333 lbs 3.3%115%1 Axial Compression and Bending Front-Back n\a 7.6%160%3 Slenderness Ratio 23.76 47.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 333 lbs 9.5%115%Spruce-Pine-Fir Bottom Plate 2x 333 lbs 9.5%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 63 of 66 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\ST03 BC CALC®Member Report Dry |11-09-06 |13.6"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 130 2-8d box toe-nails Bottom Plate 130 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 11-09-06 19 2 Conc.Pt.(lbs)n\a n\a 109 158 Bracing Elevation Sheathing Top 11-09-06 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 229 ft-lbs 7.6%160%3 Front-Back Shear 78 lbs 3.1%n\a 3 Front-Back Defl.L/999 (0.11")n\a n\a 2 Front-Back Max.Defl.0.11"n\a n\a 2 Axial Compression 295 lbs 3.3%115%1 Axial Compression and Bending Front-Back n\a 7.8%160%3 Slenderness Ratio 25.70 51.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 295 lbs 8.4%115%Spruce-Pine-Fir Bottom Plate 2x 295 lbs 8.4%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 64 of 66 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\ST05 BC CALC®Member Report Dry |11-06-11 |15.6"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 146 2-8d box toe-nails Bottom Plate 146 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 11-06-11 19 2 Conc.Pt.(lbs)n\a n\a 125 182 Bracing Elevation Sheathing Top 11-06-11 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 253 ft-lbs 8.3%160%3 Front-Back Shear 88 lbs 3.5%n\a 3 Front-Back Defl.L/999 (0.117")n\a n\a 2 Front-Back Max.Defl.0.117"n\a n\a 2 Axial Compression 334 lbs 3.6%115%1 Axial Compression and Bending Front-Back n\a 8.6%160%3 Slenderness Ratio 25.22 50.4%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 334 lbs 9.5%115%Spruce-Pine-Fir Bottom Plate 2x 334 lbs 9.5%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 65 of 66 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\ST06 BC CALC®Member Report Dry |10-08-00 |13.6"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 117 2-8d box toe-nails Bottom Plate 117 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 10-08-00 19 2 Conc.Pt.(lbs)n\a n\a 109 159 Bracing Elevation Sheathing Top 10-08-00 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 188 ft-lbs 6.2%160%3 Front-Back Shear 70 lbs 2.8%n\a 3 Front-Back Defl.L/999 (0.074")n\a n\a 2 Front-Back Max.Defl.0.074"n\a n\a 2 Axial Compression 294 lbs 2.8%115%1 Axial Compression and Bending Front-Back n\a 6.3%160%3 Slenderness Ratio 23.27 46.5%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 294 lbs 8.4%115%Spruce-Pine-Fir Bottom Plate 2x 294 lbs 8.4%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1.5" 5.5" 1 2 Page 66 of 66 Single 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP W01 -REAR -LIV RM -DIN RM\ST07 BC CALC®Member Report Dry |10-00-08 |6.4"OCS |Repetitive September 18,2023 09:47:20 Build 8545 Job name:Ernst Residence File name:Ernst Residence -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Customer:BFS Lakeville Designer:PG Code reports:ESR-1040 Company:Boise Cascade Lateral Reaction Summary (lbs)Bearing Wind Connection Top Plate 52 2-8d box toe-nails Bottom Plate 52 2-8d box toe-nails Load Summary Live Dead Snow Wind RoofLive Tag Description Load Type Start End 100%90%115%160%125% 1 Wind Load Area F/B (lb/ft²)00-00-00 10-00-08 19 2 Conc.Pt.(lbs)n\a n\a 51 74 Bracing Elevation Sheathing Top 10-00-08 Left-Right Base 00-00-00 Controls Summary Value %Allowable Duration Case Front-Back Bending 78 ft-lbs 2.6%160%3 Front-Back Shear 31 lbs 1.2%n\a 3 Front-Back Defl.L/999 (0.027")n\a n\a 2 Front-Back Max.Defl.0.027"n\a n\a 2 Axial Compression 149 lbs 1.3%115%1 Axial Compression and Bending Front-Back n\a 2.6%160%3 Slenderness Ratio 21.91 43.8%n\a 0 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 149 lbs 4.3%115%Spruce-Pine-Fir Bottom Plate 2x 149 lbs 4.3%115%Spruce-Pine-Fir Notes Design meets User specified (L/180)Total load deflection criteria.(Strong Axis) BC Calc does not perform shear wall or connection design for in-plane load transfer. BC CALC®analysis is based on IBC 2018. DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Date Certificate Posted Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-10 R-21 X X R-21 X R-21 X R-21 X R-21 X R-49 X R-49 X x Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 80,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% 100 Cfm's 6" " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Bigfork Valley Log Cabins LLC New Construction Energy Code Compliance Certificate Name of Residential Contractor Bigfork Valley Log Cabins LLC MN License Number BC642561 City Mailing Address of the Dwelling or Dwelling Unit 10246 199th Street Lakeville MN 55044 Rim Joist (1st Floor) Mechanical 70Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 120 Combustion Air Select a Type Location of duct or system: 30,00065,100 Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 28,000Residential Load Calculation Heating Loss Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area 0.28 Thermax Box for recessed lights Describe other insulated areas RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.17 Building envelope air tightness: Spray Foam 3.088" BASF Spray Foam 3.088" BASF Below Entire Slab Rigid, Extruded PolystyreneRigid, Isocynurate Perimeter of Slab on Grade Ceiling, flat Superior Walls 2 1/2 Ton Appliances Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardTHERMAL ENVELOPE Insulation Location Foam, Closed CellFoam Open Cell Wall Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Fuel Type Solar Heat Gain Coefficient (SHGC): NKC199N 13A00N030 Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type Navian Domestic Water Heater Natural Gas MECHANICAL SYSTEMS Rating or Size Efficiency 1395%SEER /EER Model Heating System Natural Gas Lennox ML193UH080XP Manufacturer Lennox O Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 10246 199th St. Lakeville MN 55044 Bigfork Valley Log Cabins LLC Thomas Foster 612-290-3828 tommy@bigforkvalley.com Chad Mitchel Erosion Works 612-282-9907 info@erosionworks.net Thomas Foster 8/01/2023