The URL can be used to link to this page

Home My WebLink AboutLA184577 10301 204th 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:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/29/2020dmathews FANSmokeCOSmokeTemper if lessthan 2' from door.TemperHD2HD2HD2HD1HD1HD1Simpson LSTA 49 w/10d x 1-1/2" nails1'-8" min.Fasten sheathing to studs andblocking w/ 8d nails 3" O.C.Simpson LSTA 49 w/ 10dx 1-1/2" nailsFasten sheathing to LVL w/8d nails in a 3"x3" grid(3) 1.75x11.875"(min) 1.9E LVLSolid blocking atsupportsPF-2: Modified Portal FramePreservative-treated barrier may berequiredHD1: Simpson HDU2-2.5 hold down w/(6) 1/4"x2-1/2" Simpson SDS screws2 ply 2x6" min.5/8" dia. Anchor BoltCS-PFCS-PFCS-PFCS-PF1/2"x14" bent anchor boltw/ 2x2"x3/16" platewasherSimpson HDU2-2.5 hold down w/ (6)1/4"x2-1/2" Simpson SDS screwsand (1) 5/8"x14" bent anchor rodFasten sheathing to studs andblocking w/ 8d nails 3" O.C.Fasten sheathing to LVL w/8d nails in a 3"x3" grid(2) 1.75x11.875"(min) 1.9E LVLPF-1: Modified Portal FrameSimpson LSTA 49 w/ 10dx 1-1/2" nails1'-8" min.PF-1PF-1PF-2PF-2HD1HD1PF-1PF-1Stitch nailingof double studsby othersClear span23⁄8" enddistance23⁄8" enddistanceFloor-to-Floor Tie Installation Showing a Clear SpanHD2: Simpson MSTC40 w/ (2) 0.148 x 3 1/4" nailsStuds/postFloorjoist(2) 2xblockingThreadedrodTypical HDU Tie Between FloorsSimpson LTT19 TieBetween Floors 1/2" ThreadedRodLTT19 Hold Down 33Engineered braced wall. 7/16"OSB w/ 8d nails 3" O.C. onedges and 6" O.C. in field.FANSmokeCOSmokeStitch nailingof double studsby othersClear span23⁄8" enddistance23⁄8" enddistanceFloor-to-Floor Tie Installation Showing a Clear SpanHD2: Simpson MSTC40 w/ (2) 0.148 x 3 1/4" nailsHD2HD2-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). PF-1PF-1HD1HD1HD1LTT20B(LTT19 similar)Simpson LTT19 hold downStructu Brace Revisio Preservative-treated barrier may berequiredHD1: Simpson HDU2-2.5 hold down w/(6) 1/4"x2-1/2" Simpson SDS screws2 ply 2x6" min.5/8" dia. Anchor BoltUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: AUGUST 19, 2020 LIC. NO. 18494Structural Wall Bracing for:10301 204th Street WLakeville, MN S14' min.4' min.4' min.HD2HD24' min.4' min.4' min.HD1HD2HD1HD1HD1HD14' min.4' min.4' min.Continuous LVL HeaderSimpson DSC2 from LVL Headerto Top Plate4' min.4' min.PF-2PF-24' min.PF-1PF-1PF-1PF-1WSP: 7/16" OSB sheathing braced wall panel w/ 8d nails 6" O.C. @ all edges and 12" in the field. CS-PF: 7/16" OSB sheathing braced wall panel GB: 1/2" gypsum board braced wall panel w/ 1 1/4"Type S or Type W screws 4" O.C. at all edges and 7" in the field.Simpson MSTC40Simpson LTT19Hold DownSimpson DSC2 from LVL Headerto Top PlateStructural Details for Braced Walls Only.Revision 1 9/29/2020 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: AUGUST 19, 2020 LIC. NO. 18494Structural Wall Bracing for:10301 204th Street WLakeville, MN S24' min.3' min.3' min.4' min.4' min.4' min.4' min.4' min.4' min.WSP: 7/16" OSB sheathing braced wall panel w/ 8d nails 6" O.C. @ all edges and 12" in the field. HD2HD2Engineered braced wall. 7/16" OSB w/ 8d nails 3" O.C. on edges and 6" O.C. in field.Structural Details for Braced Walls Only.Revision 1 9/29/2020 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: AUGUST 19, 2020 LIC. NO. 18494Structural Wall Bracing for:10301 204th Street WLakeville, MN S3HD1HD1HD14' min.4' min.PF-1PF-14' min.4' min.Simpson LTT19Hold DownSimpson LTT19Hold DownGB: 1/2" gypsum board braced wall panel w/ 1 1/4"Type S or Type W screws 4" O.C. at all edges and 7" in the field.CS-PF: 7/16" OSB sheathing braced wall panel WSP: 7/16" OSB sheathing braced wall panel w/ 8d nails 6" O.C. @ all edges and 12" in the field. Structural Details for Braced Walls Only.Revision 1 9/29/2020 Preservative-treated barrier may berequiredHD1: Simpson HDU2-2.5 hold down w/(6) 1/4"x2-1/2" Simpson SDS screws2 ply 2x6" min.5/8" dia. Anchor BoltStitch nailingof double studsby othersClear span23⁄8" enddistance23⁄8" enddistanceFloor-to-Floor Tie Installation Showing a Clear Span1/2"x14" bent anchor boltw/ 2x2"x3/16" platewasherSimpson HDU2-2.5 hold down w/ (6)1/4"x2-1/2" Simpson SDS screwsand (1) 5/8"x14" bent anchor rodFasten sheathing to studs andblocking w/ 8d nails 3" O.C.Fasten sheathing to LVL w/8d nails in a 3"x3" grid(2) 1.75x11.875"(min) 1.9E LVLSimpson LSTA 49 w/10d x 1-1/2" nails1'-8" min.Fasten sheathing to studs andblocking w/ 8d nails 3" O.C.Simpson LSTA 49 w/ 10dx 1-1/2" nailsFasten sheathing to LVL w/8d nails in a 3"x3" grid(3) 1.75x11.875"(min) 1.9E LVLSolid blocking atsupportsPF-1: Modified Portal FramePF-2: Modified Portal FrameSimpson LSTA 49 w/ 10dx 1-1/2" nails1'-8" min.LTT20B(LTT19 similar)Studs/postFloorjoist(2) 2xblockingThreadedrodTypical HDU Tie Between FloorsL/23"33⁄4"typ.3"LDSC5R/L-SDS3(DSC 2 similar)(right hand DSC shown; specify right or left hand when ordering)U.S. Patent 6,655,096S4HD2: Simpson MSTC40 w/ (2) 0.148 x 3 1/4" nailsI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.WILLIAM A. BECKLIN, P.E. DATE: AUGUST 19, 2020 LIC. NO. 18494Structural Wall Bracing for:10301 204th Street WLakeville, MN Simpson LTT19 hold downSimpson LTT19 TieBetween Floors 1/2" ThreadedRodLTT19 Hold DownSimpson DSC2Structural Details for Braced Walls Only.Revision 1 9/29/2020 1234567891011121314151617181920212223242526 272838LAY1LAY2LAY3LAY4H1H2H3H4H5H6H7H8H9H10H11H12H13M1M1M1M2M2M3M4M4M4M4M4M4M4M5M6M7M7M7M7M7M7M6J1J1J1J1J1J1H14H15J2J3J4H16J5J5J5J5J6H15J7J3J4H14J1J1J1J1J1J1J1H17H18J1J1J1J1H15J8J9J10H14J11J12J12H14J11J12J12H15J8H15J8J9J9J10J10T1T2H19H20A1A1H15J8J13T3T4J9J10T5T6T7T8T9A1A1A2J9V1RP9RP10RP11RP12RP13RP14RP15RP16RP17RP18RP19RP20RP21SF21SF81SF90SF91SF92SF93SF94SF95SF96SF97SF98SF99SF1002-00-00 12-00-0022-00-001-00-005-00-0032-00-0074-00-002-00-0040-06-0031-06-0074-00-0021-06-0015-00-0017-06-00 2-00-00 6-00-00 10-00-00 6-00-0078-00-0010-00-0078-00-003-00-003-00-0010-00-009-00-0068-00-00HBT -Buslee Res.Job Reference #:Customer:Designer: Name & NumberSite Address:Sales Rep.:City, ST, ZIP: ,Date: MM/DD/YYYYROOFTRUSS LAYOUT 293031323334353637LAY5LAY6LAY7LAY8F5F5F5F5F5F5F5F5F5F5F5F5F5F6F6F6F6F6F6F6F6F6F6F6F6F6F7F7F7F7H21H22H23A3A3A4A4A5H24A6A7A8T10J14T11T12H25H26T13T14T15T16T17H27J15J15H28J15J16J17H29J18J19H30J18J19H31J18J20J21H32J22J22J22J22J22J22J22J17H30J18J19H32H30J17J22J22J22H32J22J22H30J17J18J18J19J19RP1RP2RP3RP4RP5RP7RP8RP6SF105SF108SF109SF110SF111SF112SF113SF11412-08-0024-04-0037-00-0016-11-0820-00-0837-00-005-00-0815-00-0019-10-1239-11-0439-11-04HBT -Buslee Res.Job Reference #:Customer:Designer: Name & NumberSite Address:Sales Rep.:City, ST, ZIP: ,Date: MM/DD/YYYYFLOOR AND ROOFTRUSS LAYOUT FL1F1F1F1F1F1F1F1F1F2F2F2F2F2F2F2F2F2F2F2F2F2F1F1F1F1F1F1F1F1F1F1F1F1FL1F3F4F3F4F3F4F3F4F3F4F3F4F3F4F3F4F3F42-00-00 12-00-0022-00-001-00-005-00-0032-00-0074-00-002-00-0040-06-0031-06-0074-00-0021-06-0017-06-00 2-00-00 6-00-00 10-00-00 6-00-0078-00-0068-00-0010-00-0078-00-003-10-0014-10-0020-00-088-01-0815-00-00HBT -Buslee Res.Job Reference #:Customer:Designer: Name & NumberSite Address:Sales Rep.:City, ST, ZIP: ,Date: MM/DD/YYYYFLOOR TRUSS LAYOUT roof Member Name Results Current Solution Comments loft header Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 br2 Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 WALK IN RIGHT HEADER Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 WALK IN LEFT 2 Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 dropped beam over entry Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2nd floor Member Name Results Current Solution Comments OWNERS SUITE Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 GREAT ROOM Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 KITCHEN DOOR Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 KITCHEN window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Sunroom Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 BACK GARAGE WINDOW Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 8' GARAGE door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 18 Garage DOOR Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL FRONT STOOP HEADER Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL left and right side of foyer beam Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL beam over stairs Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL 5' beam at wall Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL beam at left side of great room Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Beam at right side Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL column supporting left 3ply 14" beam Passed 1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL colum supporting beam at stairs Passed 1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL Column supporting beam at walkin/dining Passed 1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL Main Member Name Results Current Solution Comments BR 4 Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 Media room Passed 3 piece(s) 2 x 10 Hem-Fir No. 2 billards window Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL bar window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL garage Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL stair Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 mech room header Passed 2 piece(s) 2 x 10 Hem-Fir No. 2 Buslee residence JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0 File Name: Buslee residence Page 1 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1115 @ 13 5 0 1823 (1.50")Passed (61%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)830 @ 11 1 12 3191 Passed (26%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1032 @ 10 1 8 3833 Passed (27%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.004 @ 11 10 6 0.110 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.005 @ 11 10 9 0.165 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"166 402 568 None 2 - Trimmer - SPF 6.00"6.00"3.29"1216 2783 3999 None 3 - Trimmer - SPF 6.00"6.00"2.31"817 1986 2803 None 4 - Trimmer - SPF 6.00"6.00"2.66"988 2250 3238 None 5 - Trimmer - SPF 1.50"1.50"1.50"331 784 1115 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13 5 0 o/c Bottom Edge (Lu)13 5 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 13 5 0 N/A 7.0 -- 1 - Tapered (PLF)0 0 0 to 3 0 0 N/A 95.3 to 128.8 215.8 to 291.7 Generated from Loading Assistant 2 - Uniform (PLF)4 0 0 to 13 5 0 N/A 251.3 568.7 Generated from Loading Assistant 3 - Point (lb)3 0 0 N/A 721 1645 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED roof, loft header 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 2 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)813 @ 0 0 0 1823 (1.50")Passed (45%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)545 @ 9 7 12 3191 Passed (17%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-746 @ 8 7 8 3833 Passed (19%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.002 @ 9 11 12 0.093 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.002 @ 9 11 13 0.140 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"242 571 813 None 2 - Trimmer - SPF 6.00"6.00"1.97"733 1663 2396 None 3 - Trimmer - SPF 6.00"6.00"1.66"579 1435 2014 None 4 - Trimmer - SPF 6.00"6.00"2.58"966 2172 3138 None 5 - Trimmer - SPF 1.50"1.50"1.50"169 399 568 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11 5 0 o/c Bottom Edge (Lu)11 5 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 11 5 0 N/A 7.0 -- 1 - Tapered (PLF)9 0 8 to 11 5 0 N/A 128.8 to 99.5 291.7 to 225.3 Generated from Loading Assistant 2 - Uniform (PLF)0 0 0 to 8 0 8 N/A 216.5 490.0 Generated from Loading Assistant 3 - Point (lb)9 0 8 N/A 597 1330 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED roof, br2 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 3 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1786 @ 0 0 0 1823 (1.50")Passed (98%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1661 @ 0 10 12 3191 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1941 @ 1 2 0 3833 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.011 @ 1 9 8 0.122 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.016 @ 1 9 8 0.183 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"567 1219 1786 None 2 - Trimmer - SPF 1.50"1.50"1.50"395 843 1238 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 8 0 o/c Bottom Edge (Lu)3 8 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 3 8 0 N/A 7.0 -- 1 - Tapered (PLF)1 2 0 to 3 8 0 N/A 131.8 to 103.2 291.7 to 228.5 Generated from Loading Assistant 2 - Uniform (PLF)0 0 0 to 0 2 0 N/A 221.4 490.0 Generated from Loading Assistant 3 - Point (lb)1 2 0 N/A 606 1330 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED roof, WALK IN RIGHT HEADER 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 4 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1425 @ 0 0 0 1823 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)728 @ 0 10 12 3191 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1306 @ 1 10 0 3833 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 1 10 0 0.122 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.012 @ 1 10 0 0.183 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"526 898 1424 None 2 - Trimmer - SPF 1.50"1.50"1.50"526 898 1424 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3 8 0 o/c Bottom Edge (Lu)3 8 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 3 8 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 3 8 0 14 0 0 20.0 35.0 Snow Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED roof, WALK IN LEFT 2 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 5 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2566 @ 0 4 0 8181 (5.50")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2071 @ 1 5 6 9081 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8786 @ 7 6 0 20525 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.219 @ 7 6 0 0.717 Passed (L/785)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.357 @ 7 6 0 0.956 Passed (L/482)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.72"991 1575 2566 Blocking 2 - Stud wall - SPF 5.50"5.50"1.72"991 1575 2566 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15 0 0 o/c Bottom Edge (Lu)15 0 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 15 0 0 N/A 12.1 -- 1 - Uniform (PSF)0 0 0 to 15 0 0 (Front)6 0 0 20.0 35.0 Snow Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED roof, dropped beam over entry 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 6 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1442 @ 10 3 0 1823 (1.50")Passed (79%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1049 @ 7 10 12 3191 Passed (33%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1239 @ 6 10 8 3833 Passed (32%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.005 @ 8 7 12 0.112 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.007 @ 8 7 15 0.169 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"193 469 662 None 2 - Trimmer - SPF 6.00"6.00"4.08"1500 3458 4958 None 3 - Trimmer - SPF 6.00"6.00"3.23"1206 2723 3929 None 4 - Trimmer - SPF 1.50"1.50"1.50"436 1006 1442 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10 3 0 o/c Bottom Edge (Lu)10 3 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 10 3 0 N/A 7.0 -- 1 - Tapered (PLF)0 0 0 to 3 0 0 N/A 97.5 to 131.8 215.8 to 291.7 Generated from Loading Assistant 2 - Uniform (PLF)4 0 0 to 10 3 0 N/A 316.2 700.0 Generated from Loading Assistant 3 - Point (lb)3 0 0 N/A 943 2170 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, OWNERS SUITE 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 7 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1744 @ 13 5 0 1823 (1.50")Passed (96%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)706 @ 2 3 4 2775 Passed (25%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-891 @ 10 1 8 3333 Passed (27%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.003 @ 11 9 13 0.110 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.005 @ 11 10 4 0.165 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"548 591/-77 402 1541/- 77 None 2 - Trimmer - SPF 6.00"6.00"4.66"2347 1634 2783 6764 None 3 - Trimmer - SPF 6.00"6.00"3.65"1776 1559 1986 5321 None 4 - Trimmer - SPF 6.00"6.00"4.14"2119 1634 2250 6003 None 5 - Trimmer - SPF 1.50"1.50"1.50"713 591/-77 784 2088/- 77 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13 5 0 o/c Bottom Edge (Lu)13 5 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 13 5 0 N/A 7.0 ---- 1 - Uniform (PSF)0 0 0 to 13 5 0 10 0 0 20.0 40.0 -Floor load trusses 2 - Uniform (PLF)0 0 0 to 13 5 0 N/A 90.0 --Wall 3 - Point (lb)0 0 0 N/A 166 -402 Linked from: loft header, Support 1 4 - Point (lb)3 4 8 N/A 1216 -2783 Linked from: loft header, Support 2 5 - Point (lb)6 9 0 N/A 817 -1986 Linked from: loft header, Support 3 6 - Point (lb)10 0 0 N/A 988 -2250 Linked from: loft header, Support 4 7 - Point (lb)13 4 8 N/A 331 -784 Linked from: loft header, Support 5 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, GREAT ROOM 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 8 / 34 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 9 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1815 @ 0 0 0 1823 (1.50")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)700 @ 0 10 12 3191 Passed (22%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1323 @ 1 5 8 3833 Passed (35%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.004 @ 1 5 8 0.097 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.008 @ 1 5 8 0.146 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"842 583 715 2140 None 2 - Trimmer - SPF 1.50"1.50"1.50"842 583 715 2140 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2 11 0 o/c Bottom Edge (Lu)2 11 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 2 11 0 N/A 7.0 ---- 1 - Uniform (PSF)0 0 0 to 2 11 0 14 0 0 20.0 -35.0 Snow 2 - Uniform (PSF)0 0 0 to 2 11 0 10 0 0 20.0 40.0 -Floor load trusses 3 - Uniform (PLF)0 0 0 to 2 11 0 N/A 90.0 --Wall Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, KITCHEN DOOR 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 10 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3828 @ 0 1 8 7613 (3.00")Passed (50%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2528 @ 1 0 8 7902 Passed (32%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5398 @ 3 0 0 11985 Passed (45%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.063 @ 3 0 0 0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.117 @ 3 0 0 0.313 Passed (L/640)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.51"1762 1300 1454 4516 None 2 - Trimmer - SPF 3.00"3.00"1.50"1273 1300 587 3160 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6 6 0 o/c Bottom Edge (Lu)6 6 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 6 6 0 N/A 10.4 ---- 1 - Uniform (PSF)0 0 0 to 6 6 0 10 0 0 20.0 40.0 -Floor load trusses 2 - Uniform (PSF)0 0 0 to 6 6 0 1 0 0 90.0 --Wall 9 3 - Point (lb)3 0 0 N/A 242 -571 Linked from: br2, Support 1 4 - Uniform (PSF)0 0 0 to 3 0 0 14 0 0 20.0 -35.0 Snow Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, KITCHEN window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 11 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2061 @ 0 1 8 3645 (3.00")Passed (57%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)2043 @ 2 5 12 3191 Passed (64%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2325 @ 1 9 0 3833 Passed (61%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.009 @ 1 8 9 0.112 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.013 @ 1 8 8 0.169 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.70"623 1437 2060 None 2 - Trimmer - SPF 6.00"6.00"2.79"1046 2341 3387 None 3 - Trimmer - SPF 1.50"1.50"1.50"19 138/-111 157/- 111 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6 11 0 o/c Bottom Edge (Lu)6 11 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 6 10 8 N/A 7.0 -- 1 - Tapered (PLF)1 9 0 to 6 9 0 N/A 128.8 to 73.0 291.7 to 165.3 Generated from Loading Assistant 2 - Uniform (PLF)0 0 0 to 0 9 0 N/A 303.4 686.9 Generated from Loading Assistant 3 - Point (lb)1 9 0 N/A 908 2118 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, Sunroom 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 12 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1532 @ 0 0 0 1823 (1.50")Passed (84%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1520 @ 5 4 12 3191 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-2122 @ 4 4 8 3833 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 6 8 10 0.146 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.014 @ 6 9 0 0.219 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"537 995 1532 None 2 - Trimmer - SPF 6.00"6.00"3.99"1788 3062 4850 None 3 - Trimmer - SPF 1.50"1.50"1.50"537 995 1532 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8 9 0 o/c Bottom Edge (Lu)8 9 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 9 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 8 9 0 16 0 0 20.0 35.0 Snow Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, BACK GARAGE WINDOW 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 13 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2424 @ 0 1 8 7613 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1804 @ 7 6 2 9878 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5562 @ 5 0 0 18346 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.073 @ 4 4 13 0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.110 @ 4 4 13 0.425 Passed (L/927)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"803 1621 2424 None 2 - Trimmer - SPF 3.00"3.00"1.50"715 1415 2130 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8 9 0 o/c Bottom Edge (Lu)8 9 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 9 0 N/A 13.0 -- 1 - Tapered (PLF)5 0 0 to 8 6 0 N/A 131.8 to 91.8 291.7 to 203.2 Generated from Loading Assistant 2 - Uniform (PLF)0 0 0 to 4 0 0 N/A 158.1 350.0 Generated from Loading Assistant 3 - Point (lb)5 0 0 N/A 381 770 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, 8' GARAGE door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 14 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8480 @ 0 1 8 11419 (3.00")Passed (74%)--1.0 D + 1.0 S (All Spans) Shear (lbs)7048 @ 1 7 0 18354 Passed (38%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)38696 @ 9 4 8 53672 Passed (72%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.445 @ 9 4 8 0.617 Passed (L/499)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.718 @ 9 4 8 0.925 Passed (L/309)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.23"3230 5250 8480 None 2 - Trimmer - SPF 3.00"3.00"2.23"3230 5250 8480 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8 1 0 o/c Bottom Edge (Lu)18 9 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 18 9 0 N/A 24.5 -- 1 - Uniform (PSF)0 0 0 to 18 9 0 16 0 0 20.0 35.0 Snow Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, 18 Garage DOOR 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 15 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1310 @ 0 4 0 13956 (5.50")Passed (9%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1092 @ 1 3 0 7265 Passed (15%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4486 @ 7 6 0 13541 Passed (33%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.209 @ 7 6 0 0.478 Passed (L/824)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.347 @ 7 6 0 0.717 Passed (L/495)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"523 788 1311 None 2 - Trimmer - SPF 5.50"5.50"1.50"523 788 1311 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15 0 0 o/c Bottom Edge (Lu)15 0 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 15 0 0 N/A 9.7 -- 1 - Uniform (PSF)0 0 0 to 15 0 0 3 0 0 20.0 35.0 Snow Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, FRONT STOOP HEADER 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 16 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3578 @ 0 2 0 5206 (3.50")Passed (69%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2432 @ 1 3 6 9081 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6573 @ 4 0 0 20525 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4 0 0 0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.089 @ 4 0 0 0.256 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/360). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 3.50"3.50"2.41"1968 1610 3578 Blocking 2 - Stud wall - SPF 3.50"3.50"2.41"1968 1610 3578 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8 0 0 o/c Bottom Edge (Lu)8 0 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 8 0 0 N/A 12.1 -- 1 - Uniform (PSF)0 0 0 to 8 0 0 (Front)11 6 0 20.0 35.0 Snow 2 - Uniform (PLF)0 0 0 to 8 0 0 (Front)N/A 250.0 -Wall with stone Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, left and right side of foyer beam 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 17 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)18892 @ 19 6 12 20934 (5.50")Passed (90%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)8072 @ 30 10 2 13622 Passed (59%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)-17819 @ 32 0 12 30788 Passed (58%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.169 @ 25 7 13 0.313 Passed (L/886)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.280 @ 25 8 2 0.417 Passed (L/536)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/360). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 11 7/8" LVL beam 3.50"Hanger¹1.50"2581 1434/-1227 4317 8332/- 1227 See note ¹ 2 - Column - SPF 5.50"5.50"1.90"1569 5651 -872 7220/- 872 None 3 - Column - SPF 5.50"5.50"4.96"7938 5922 8684 22544 None 4 - Column - SPF 5.50"5.50"4.72"7662 4863 8856 21381 None 5 - Stud wall - SPF 5.50"5.50"1.94"1524 1639/-545 2101 5264/- 545 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)19 3 0 o/c Bottom Edge (Lu)16 0 0 o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HU610 2.50"N/A 18-16d 8-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, beam over stairs 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 18 / 34 Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 3 8 to 39 9 0 N/A 18.2 ---- 1 - Uniform (PSF)0 0 0 to 39 9 0 (Front)10 0 0 15.0 40.0 -Floor load trusses 2 - Uniform (PSF)0 0 0 to 4 6 0 (Front)2 0 0 15.0 40.0 -Floor load trusses 3 - Uniform (PSF)19 6 0 to 39 9 0 (Front)6 0 0 20.0 -35.0 Snow low roof 4 - Uniform (PSF)19 6 0 to 39 9 0 (Front)1 0 0 80.0 --Wall 8 5 - Uniform (PSF)19 6 0 to 21 6 0 (Front)14 0 0 20.0 -35.0 Snow 6 - Uniform (PSF)25 0 0 to 27 0 0 (Front)14 0 0 20.0 -35.0 Snow 7 - Uniform (PSF)30 5 0 to 32 5 0 (Front)14 0 0 20.0 -35.0 Snow 8 - Uniform (PSF)36 0 0 to 39 9 0 (Front)14 0 0 20.0 -35.0 Snow 9 - Point (lb)21 6 0 (Front)N/A 526 -898 Linked from: WALK IN LEFT 2, Support 1 10 - Point (lb)25 0 0 (Front)N/A 526 -898 Linked from: WALK IN LEFT 2, Support 2 11 - Point (lb)27 0 0 (Front)N/A 526 -898 Linked from: WALK IN LEFT 2, Support 1 12 - Point (lb)30 5 0 (Front)N/A 526 -898 Linked from: WALK IN LEFT 2, Support 2 13 - Point (lb)32 5 0 (Front)N/A 567 -1219 Linked from: WALK IN RIGHT HEADER, Support 1 14 - Point (lb)36 0 0 (Front)N/A 395 -843 Linked from: WALK IN RIGHT HEADER, Support 2 15 - Point (lb)0 0 0 (Front)N/A 2302 -3918 pt load from T10 girder 16 - Point (lb)19 8 0 (Front)N/A 2341 -3969 pt load from T10 girder Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 19 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1468 @ 0 2 0 5206 (3.50")Passed (28%)--1.0 D + 1.0 S (All Spans) Shear (lbs)716 @ 1 3 6 9081 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1598 @ 2 6 0 20525 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2 6 0 0.117 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.011 @ 2 6 0 0.156 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/360). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"680 788 1468 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"680 788 1468 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 0 0 o/c Bottom Edge (Lu)5 0 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 5 0 0 N/A 12.1 -- 1 - Uniform (PSF)0 0 0 to 5 0 0 (Front)9 0 0 20.0 35.0 Snow 2 - Uniform (PSF)0 0 0 to 5 0 0 (Front)1 0 0 80.0 -Wall 8 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, 5' beam at wall 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 20 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)12084 @ 16 3 0 12272 (5.50")Passed (98%)--1.0 D + 1.0 S (All Spans) [1] Shear (lbs)6865 @ 1 7 8 16060 Passed (43%)1.15 1.0 D + 1.0 S (Alt Spans) [1] Moment (Ft-lbs)29607 @ 5 0 0 41846 Passed (71%)1.15 1.0 D + 1.0 S (Alt Spans) [1] Live Load Defl. (in)0.256 @ 7 0 14 0.398 Passed (L/747)--1.0 D + 1.0 S (Alt Spans) [1] Total Load Defl. (in)0.448 @ 7 1 4 0.796 Passed (L/427)--1.0 D + 1.0 S (Alt Spans) [1] System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •-864 lbs uplift at support located at 24 2 0. Strapping or other restraint may be required. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.44"3327 1136/-513 4351 8814/- 513 Blocking 2 - Stud wall - SPF 5.50"5.50"5.42"5635 1397/-260 6449 13481/- 260 None 3 - Stud wall - SPF 5.50"5.50"1.50"45 267/-354 430/-858 742/- 1212 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9 10 0 o/c Bottom Edge (Lu)15 3 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 24 6 0 N/A 21.5 ---- 1 - Uniform (PSF)0 0 0 to 24 6 0 (Front)7 0 0 20.0 -35.0 Snow 2 - Uniform (PSF)0 0 0 to 24 6 0 (Front)1 0 0 80.0 --Wall 8 3 - Uniform (PSF)0 0 0 to 24 6 0 (Front)0 10 12 15.0 40.0 -Floor load trusses 4 - Point (lb)24 6 0 (Front)N/A 180 -175 trusses holdown 5 - Point (lb)5 0 0 (Front)N/A 2581 1434/-1227 4317 Linked from: beam over stairs, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, beam at left side of great room 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 21 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5030 @ 0 4 0 12272 (5.50")Passed (41%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4129 @ 1 9 8 18354 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)23501 @ 10 0 0 53672 Passed (44%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.231 @ 10 0 0 0.483 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.473 @ 10 0 0 0.967 Passed (L/490)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.25"2580 360 2450 5390 Blocking 2 - Stud wall - SPF 5.50"5.50"2.25"2580 360 2450 5390 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15 10 0 o/c Bottom Edge (Lu)20 0 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 20 0 0 N/A 24.5 ---- 1 - Uniform (PSF)0 0 0 to 20 0 0 (Front)0 10 12 15.0 40.0 -Floor load trusses 2 - Uniform (PSF)0 0 0 to 20 0 0 (Front)7 0 0 20.0 -35.0 upper roof 3 - Uniform (PSF)0 0 0 to 20 0 0 (Front)1 0 0 80.0 --Wall 8 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED 2nd floor, Beam at right side 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 22 / 34 Post Height: 9 1 2 Design Results Actual Allowed Result LDF Load: Combination [Load Group] Slenderness 21 50 Passed (42%)---- Compression (lbs)12084 57212 Passed (21%)1.15 1.0 D + 1.0 S [1] Base Bearing (lbs)12084 15619 Passed (77%)--1.0 D + 1.0 S [1] Bending/Compression 0.18 1 Passed (18%)1.15 1.0 D + 1.0 S [1] •Input axial load eccentricity for this design is 16.67% of applicable member side dimension. •Applicable calculations are based on NDS. •Bearing shall be on a metal plate or strap, or on other equivalently durable, rigid, homogeneous material with sufficient stiffness to distribute applied load. Supports Type Material Base Plate Spruce-Pine-Fir Max Unbraced Length Comments Full Member Length No bracing assumed. Member Type : Free Standing Post Building Code : IBC 2018 Design Methodology : ASD Dead Floor Live Snow Vertical Load (0.90)(1.00)(1.15)Comments 1 - Point (lb)5635 1397/-260 6449 Linked from: beam at left side of great room, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED 2nd floor, column supporting left 3ply 14" beam 1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTC Mark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 23 / 34 Post Height: 9 1 2 Design Results Actual Allowed Result LDF Load: Combination Slenderness 21 50 Passed (42%)---- Compression (lbs)18893 57212 Passed (33%)1.15 1.0 D + 0.75 L + 0.75 S Base Bearing (lbs)18893 24623 Passed (77%)--1.0 D + 0.75 L + 0.75 S Bending/Compression 0.37 1 Passed (37%)1.15 1.0 D + 0.75 L + 0.75 S •Input axial load eccentricity for this design is 16.67% of applicable member side dimension. •Applicable calculations are based on NDS. •Bearing shall be on a metal plate or strap, or on other equivalently durable, rigid, homogeneous material with sufficient stiffness to distribute applied load. Supports Type Material Base Plate TimberStrand® LSL Max Unbraced Length Comments Full Member Length No bracing assumed. Member Type : Free Standing Post Building Code : IBC 2018 Design Methodology : ASD Dead Floor Live Snow Vertical Load (0.90)(1.00)(1.15)Comments 1 - Point (lb)7938 5922 8684 Linked from: beam over stairs, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED 2nd floor, colum supporting beam at stairs 1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTC Mark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 24 / 34 Post Height: 9 1 2 Design Results Actual Allowed Result LDF Load: Combination Slenderness 21 50 Passed (42%)---- Compression (lbs)17951 57212 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S Base Bearing (lbs)17951 24623 Passed (73%)--1.0 D + 0.75 L + 0.75 S Bending/Compression 0.34 1 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S •Input axial load eccentricity for this design is 16.67% of applicable member side dimension. •Applicable calculations are based on NDS. Supports Type Material Base Plate TimberStrand® LSL Max Unbraced Length Comments Full Member Length No bracing assumed. Member Type : Free Standing Post Building Code : IBC 2018 Design Methodology : ASD Dead Floor Live Snow Vertical Load (0.90)(1.00)(1.15)Comments 1 - Point (lb)7662 4863 8856 Linked from: beam over stairs, Support 4 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED 2nd floor, Column supporting beam at walkin/dining 1 piece(s) 5 1/4" x 7" 1.8E Parallam® PSL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTC Mark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 25 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5946 @ 3 0 0 7290 (6.00")Passed (82%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)482 @ 1 11 12 2775 Passed (17%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-612 @ 3 0 0 3333 Passed (18%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.002 @ 1 5 12 0.096 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.003 @ 1 5 4 0.144 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"505 569/-64 469 1543/- 64 None 2 - Trimmer - SPF 6.00"6.00"4.89"2300 1404 3458 7162 None 3 - Trimmer - SPF 6.00"6.00"4.20"2006 1404 2723 6133 None 4 - Trimmer - SPF 3.00"3.00"1.59"748 569/-64 1006 2323/- 64 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9 0 0 o/c Bottom Edge (Lu)9 0 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 0 0 N/A 7.0 ---- 1 - Uniform (PSF)0 0 0 to 9 0 0 10 0 0 15.0 40.0 -Floor load trusses 2 - Uniform (PLF)0 0 0 to 9 0 0 N/A 90.0 --Wall 3 - Point (lb)0 0 0 N/A 193 -469 Linked from: OWNERS SUITE, Support 1 4 - Point (lb)3 0 0 N/A 1500 -3458 Linked from: OWNERS SUITE, Support 2 5 - Point (lb)6 0 0 N/A 1206 -2723 Linked from: OWNERS SUITE, Support 3 6 - Point (lb)9 0 0 N/A 436 -1006 Linked from: OWNERS SUITE, Support 4 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main, BR 4 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 26 / 34 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 27 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)2423 @ 0 0 0 2734 (1.50")Passed (89%)--1.0 D + 1.0 L (Alt Spans) [1] Shear (lbs)950 @ 2 4 4 4163 Passed (23%)1.00 1.0 D + 1.0 L (Adj Spans) [1] Moment (Ft-lbs)-1204 @ 10 4 8 5000 Passed (24%)1.00 1.0 D + 1.0 L (Adj Spans) [1] Live Load Defl. (in)0.003 @ 12 1 6 0.112 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) [1] Total Load Defl. (in)0.004 @ 1 7 4 0.169 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"984 1439/-110 402 2825/- 110 None 2 - Trimmer - SPF 6.00"6.00"4.78"3638 3979 2783 10400 None 3 - Trimmer - SPF 6.00"6.00"3.95"2869 3795 1986 8650 None 4 - Trimmer - SPF 6.00"6.00"4.43"3410 3979 2250 9639 None 5 - Trimmer - SPF 3.00"3.00"1.60"1190 1509/-110 784 3483/- 110 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13 11 0 o/c Bottom Edge (Lu)13 11 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 13 10 8 N/A 10.6 ---- 1 - Uniform (PSF)0 0 0 to 13 10 8 10 0 0 15.0 40.0 -Floor load trusses 2 - Uniform (PLF)0 0 0 to 13 10 8 N/A 90.0 --Wall 3 - Uniform (PSF)0 0 0 to 13 10 8 4 0 0 20.0 40.0 -deck 4 - Point (lb)0 0 0 N/A 548 591/-77 402 Linked from: GREAT ROOM, Support 1 5 - Point (lb)3 3 0 N/A 2347 1634 2783 Linked from: GREAT ROOM, Support 2 6 - Point (lb)6 8 0 N/A 1776 1559 1986 Linked from: GREAT ROOM, Support 3 7 - Point (lb)10 4 0 N/A 2119 1634 2250 Linked from: GREAT ROOM, Support 4 8 - Point (lb)13 9 0 N/A 713 591/-77 784 Linked from: GREAT ROOM, Support 5 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main, Media room 3 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 28 / 34 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 29 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9979 @ 0 1 8 11419 (3.00")Passed (87%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6817 @ 1 2 14 11845 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)21424 @ 4 0 0 26772 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.145 @ 4 7 12 0.311 Passed (L/770)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.258 @ 4 7 11 0.467 Passed (L/434)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.62"4398 5069 2373 11840 None 2 - Trimmer - SPF 3.00"3.00"1.77"2815 3931 1001 7747 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9 7 0 o/c Bottom Edge (Lu)9 7 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 7 0 N/A 18.2 ---- 1 - Uniform (PSF)0 0 0 to 9 7 0 12 0 0 15.0 40.0 -Floor load trusses 2 - Uniform (PLF)0 0 0 to 9 7 0 N/A 90.0 --Wall 3 - Uniform (PSF)0 0 0 to 9 7 0 4 0 0 15.0 40.0 -deck 4 - Uniform (PSF)3 0 0 to 4 0 0 10 0 0 15.0 40.0 -Floor load trusses 5 - Uniform (PSF)3 0 0 to 4 0 0 14 0 0 20.0 -35.0 Snow 6 - Point (lb)4 0 0 N/A 1762 1300 1454 Linked from: KITCHEN, Support 1 7 - Point (lb)0 0 0 N/A 842 583 715 Linked from: KITCHEN DOOR, Support 1 8 - Point (lb)3 0 0 N/A 842 583 715 Linked from: KITCHEN DOOR, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main, billards window 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 30 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6470 @ 6 4 8 7613 (3.00")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5442 @ 5 5 8 7902 Passed (69%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5729 @ 3 8 9 10422 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.070 @ 3 4 9 0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.136 @ 3 4 13 0.313 Passed (L/550)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1435 1870 343 3648 None 2 - Trimmer - SPF 3.00"3.00"2.55"3293 2130 2107 7530 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6 6 0 o/c Bottom Edge (Lu)6 6 0 o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 6 6 0 N/A 10.4 ---- 1 - Uniform (PSF)0 0 0 to 6 6 0 10 0 0 15.0 40.0 -Floor load trusses 2 - Uniform (PSF)0 0 0 to 6 6 0 4 0 0 20.0 40.0 -deck 3 - Uniform (PLF)0 0 0 to 6 6 0 N/A 90.0 --Wall 4 - Point (lb)5 6 0 N/A 2580 360 2450 Linked from: Beam at right side, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main, bar window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 31 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5042 @ 9 5 8 7613 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4938 @ 8 6 8 7265 Passed (68%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)10863 @ 7 3 0 13541 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.226 @ 4 10 11 0.311 Passed (L/495)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.393 @ 4 10 10 0.467 Passed (L/285)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.95"2091 2845 4936 None 2 - Trimmer - SPF 3.00"3.00"1.99"2150 2892 5042 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9 3 0 o/c Bottom Edge (Lu)9 7 0 o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 0 0 to 9 7 0 N/A 9.7 -- 1 - Uniform (PSF)0 0 0 to 3 0 0 16 0 0 20.0 35.0 Snow 2 - Uniform (PLF)0 0 0 to 9 7 0 N/A 90.0 -Wall 3 - Point (lb)3 0 0 N/A 537 995 Linked from: BACK GARAGE WINDOW, Support 1 4 - Point (lb)7 3 0 N/A 1788 3062 Linked from: BACK GARAGE WINDOW, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main, garage 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 32 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1625 @ 0 2 0 4253 (3.50")Passed (38%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1033 @ 1 0 12 2775 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2106 @ 2 11 0 3333 Passed (63%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.032 @ 2 11 0 0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.045 @ 2 11 0 0.183 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/360). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"458 1167 1625 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"458 1167 1625 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5 10 0 o/c Bottom Edge (Lu)5 10 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 5 10 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 5 10 0 (Front)10 0 0 15.0 40.0 Floor load trusses Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main, stair 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 33 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1614 @ 0 0 0 1823 (1.50")Passed (89%)--1.0 D + 1.0 L (All Spans) Shear (lbs)623 @ 0 10 12 2775 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1177 @ 1 5 8 3333 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1 5 8 0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 1 5 8 0.146 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"448 1167 1615 None 2 - Trimmer - SPF 1.50"1.50"1.50"448 1167 1615 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2 11 0 o/c Bottom Edge (Lu)2 11 0 o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 0 0 to 2 11 0 N/A 7.0 -- 1 - Uniform (PSF)0 0 0 to 2 11 0 20 0 0 15.0 40.0 floor Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main, mech room header 2 piece(s) 2 x 10 Hem-Fir No. 2 ForteWEB Software Operator Job Notes 8/17/2020 9:14:38 PM UTCMark Weegman Weyerhaeuser (651) 775-5794 MARK.WEEGMAN@WEYERHAEUSER.COM ForteWEB v3.0, Engine: V8.1.2.3, Data: V8.0.0.0 File Name: Buslee residence Page 34 / 34 10301 204th St. W., Lakeville HVAC Load Calculations for Homes By Tradition 16972 Brandtjen Farm Dr Lakeville, MN Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, Mn 55120 651-900-7053 Wednesday, August 12, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 10301 204th St. W., Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:10301 204th St. W., Lakeville Designed By:Jake Ryan Project Date:8/11/2020 Project Comment: Client Name:Homes By Tradition Client Address:16972 Brandtjen Farm Dr Client City:Lakeville, MN Client Phone:952-332-8700 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, Mn 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces Southwest Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:1,928 CFM Per Square ft.:0.372 Square ft. of Room Area:5,177 Square ft. Per Ton:1,261 Volume (ft³):45,768 Building Loads Total Heating Required Including Ventilation Air:68,408 Btuh 68.408 MBH Total Sensible Gain:42,146 Btuh 86 % Total Latent Gain:7,132 Btuh 14 % Total Cooling Required Including Ventilation Air:49,278 Btuh 4.11 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\10301 204th St. W., Lakeville - Heat Calc.rh9 Wednesday, August 12, 2020, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 10301 204th St. W., Lakeville Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 4.11 1,261 5,177 42,146 7,132 49,278 68,408 834 1,928 834 1,928 1,928 System 1 Main Floor Yes 4.11 1,261 5,177 42,146 7,132 49,278 68,408 834 1,928 834 1,928 1,928 15x21 Ventilation 1,003 4,891 5,894 6,115 Humidification 6,197 Zone 1 - Clg.: 73%, Htg.: 63%3,001 31,642 2,241 33,883 35,126 522 1,482 522 1,482 1,482 13x19 2-Main Level 2,176 23,540 2,241 25,781 22,862 340 1,103 340 1,103 1,103 9--7 3-Upper Level 825 8,103 0 8,103 12,264 182 380 182 380 380 4--6 Zone 2 - Clg.: 27%, Htg.: 37%2,176 11,509 0 11,509 20,970 312 539 312 539 539 9x13 1-Basement 2,176 11,509 0 11,509 20,970 312 539 312 539 539 5--6 Sum of room airflows may be greater than system airflow because Sum of room airflows may be greater than system airflow because Sum of room airflows may be greater than system airflow because Sum of room airflows may be greater than system airflow because Sum of room airflows may be greater than system airflow because Sum of room airflows may be greater than system airflow because system has multiple zones. F:\ ...\10301 204th St. W., Lakeville - Heat Calc.rh9 Wednesday, August 12, 2020, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 10301 204th St. W., Lakeville Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 2-Main Level Built-In 450 750 0.01 0.1 458.5 340 1,103 1,103 9--7 3-Upper Level Built-In 450 750 0.01 0.1 483.3 182 380 380 4--6 Zone 2 1-Basement Built-In 450 750 0.01 0.1 549.2 312 539 539 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 881.2 834 1,928 1,928 15x21 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:834 Cooling Flow:1928 F:\ ...\10301 204th St. W., Lakeville - Heat Calc.rh9 Wednesday, August 12, 2020, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 10301 204th St. W., Lakeville Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Anderson 100: Glazing-Anderson 100, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.27, SHGC 0.28 840.3 19,743 0 19,144 19,144 Anderson 100: Glazing-Anderson 100, U-value 0.27, SHGC 0.28 195.2 4,585 0 4,648 4,648 11J: Door-Metal - Fiberglass Core, U-value 0.6 64 3,341 0 1,037 1,037 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 2852.5 16,132 0 3,023 3,023 RJ R-20 RIM JOIST: Wall-Frame, Custom, RJ R-20 RIM JOIST R-20 SPRAY FOAM, U-value 0.05 524.7 2,283 0 535 535 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 736 3,383 0 65 65 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054 64 301 0 0 0 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown insulation in attic, U- value 0.02 1460.8 2,542 0 1,490 1,490 21A-32: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide, U-value 0.02 2176 3,786 0 0 0 Subtotals for structure:56,096 0 29,942 29,942 People:6 1,200 1,380 2,580 Equipment:1,041 7,093 8,134 Lighting:800 2,728 2,728 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 178, Summer CFM: 178 6,115 4,891 1,003 5,894 Humidification (Winter) 16.90 gal/day :6,197 0 0 0 Total Building Load Totals:68,408 7,132 42,146 49,278 Check Figures Total Building Supply CFM:1,928 CFM Per Square ft.:0.372 Square ft. of Room Area:5,177 Square ft. Per Ton:1,261 Volume (ft³):45,768 Building Loads Total Heating Required Including Ventilation Air:68,408 Btuh 68.408 MBH Total Sensible Gain:42,146 Btuh 86 % Total Latent Gain:7,132 Btuh 14 % Total Cooling Required Including Ventilation Air:49,278 Btuh 4.11 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\ ...\10301 204th St. W., Lakeville - Heat Calc.rh9 Wednesday, August 12, 2020, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 10301 204th St. W., Lakeville Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces Southwest Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 2 Main Level 1,103 1,167 1,188 1,190 *1,394 1,359 1,094 1,012 12--6 3 Upper Level 380 392 356 377 443 *464 367 343 4--6 Zone 2: 1 Basement 539 724 758 729 872 *877 633 431 8--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°Southwest 1,928 42,146 *7,132 4.11 45°West 2,111 46,063 7,132 4.43 90°Northwest 2,032 44,378 7,132 4.29 135°North 1,716 37,625 7,132 3.73 180°Northeast 2,206 48,097 7,132 4.60 225°East *2,288 *49,841 7,132 *4.75 270°Southeast 1,927 42,131 7,132 4.11 315°South 1,518 33,411 7,132 3.38 * Indicates highest value of all rotations. 3.0 3.5 4.0 4.5 5.0 Southwest West Northwest North Northeast East Southeast SouthCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\10301 204th St. W., Lakeville - Heat Calc.rh9 Wednesday, August 12, 2020, 12:29 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 10301 204th St. W., Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 30,000 40,000 50,000 60,000 70,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South F:\ ...\10301 204th St. W., Lakeville - Heat Calc.rh9 Wednesday, August 12, 2020, 12:29 PM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive 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. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency 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): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014