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Home My WebLink AboutLA176116 18386 Jurel Way Permit PackWay CANNOT HOOK TO CITY SEWER/WATER 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: 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462Secure door closed until deck isconstructed with a separate permit. 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462PFHPFHUFER GROUNDProvide 20' rebar in footing and stub up nearelectrical service panel for UFER ground. 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462Girder TrussFANFANFANPFHPFHPFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(3)2x10 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1204 SQ FT LL1619 SQ FT ML2823 GT SQ FT770 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 JMS Custom Homes, LLC Project Address: 18386 Jurel Way - Lakeville Date: 10/4/19 BWL Spacing (ft.)Wind Speed Calc (Table R602.10.3(1)) Wind Adj. Factor (Table R602.10.3(2)) Total BWL Req. BWP #BWP Length (in.)BWL Method A 60 17.00 1.15 19.55 1 48 CS-WSP 2 72 CS-WSP 3 48 CS-WSP 4 48 CS-WSP 5 48 CS-WSP B 13 4.40 1.15 5.06 1 30 PFH 2 24 PFH C 56 8.40 1.30 10.92 1 48 CS-WSP 2 48 CS-WSP 3 48 CS-WSP 4 36 CS-WSP D 56 8.40 1.30 10.92 1 36 CS-WSP 2 36 CS-WSP 3 36 PFH 4 36 PFH 5 16 PFH 6 16 PFH E 36 5.60 1.30 7.28 1 48 CS-WSP 2 48 CS-WSP 3 36 CS-WSP F 36 5.60 1.30 7.28 1 48 CS-WSP 2 48 CS-WSP 3 48 CS-WSP **NOTES** Calculations based on Section R602 of the 2015 Minnesota Residential Code Detailed references can be found on the last page Eave to Ridge Height 15' Braced Wall Panel Calc Sheet 02: Main Level Member Name Results Current Solution Comments Dining Room Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite WIC Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Bathroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage 9' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Mudroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch Dropped Beam Passed 2 Piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 2 Side Window Passed 3 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 03: Lower Level Member Name Results Current Solution Comments Game Room Back Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Media Room Left Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Media Room Right Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 WIC Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Storage Room Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Fridge Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 04: Girders (Sized for point loads only) Member Name Results Current Solution Comments Stairs FLR Girder Passed 2 Piece(s) 1 3/4" x 18" 2.0E Microllam® LVL 18386 Jurel Way, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 1 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"1269 2161 3430 None 2 - Trimmer - SPF 3.00"3.00"1.79"1269 2161 3430 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3431 @ 1 1/2"5738 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2353 @ 1' 1/4"4308 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5154 @ 3' 3"5919 Passed (87%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.055 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.087 @ 3' 3"0.313 Passed (L/860)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dining Room WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"19'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 2 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"511 935 1446 None 2 - Trimmer - SPF 4.50"4.50"3.12"1425 2556 3981 None 3 - Trimmer - SPF 4.50"4.50"3.12"1425 2556 3981 None 4 - Trimmer - SPF 1.50"1.50"1.50"511 935 1446 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1445 @ 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1107 @ 2' 4 1/4"2872 Passed (39%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1235 @ 3' 3 3/4"3946 Passed (31%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.004 @ 1' 6 7/8"0.110 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.006 @ 1' 6 11/16"0.166 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 10' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Great Room WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10'N/A 7.0 1 - Uniform (PSF)0 to 10'19'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 3 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"369 626 995 None 2 - Trimmer - SPF 1.50"1.50"1.50"369 626 995 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)995 @ 0 1913 (1.50")Passed (52%)--1.0 D + 1.0 S (All Spans) Shear (lbs)446 @ 10 3/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)808 @ 1' 7 1/2"3946 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.003 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Owners Suite WIC WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"11'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 4 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"700 1185 1885 None 2 - Trimmer - SPF 3.00"3.00"1.50"676 1143 1819 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1885 @ 1 1/2"3825 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1260 @ 1' 1/4"2872 Passed (44%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2746 @ 3' 2 13/16"3946 Passed (70%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.044 @ 3' 3 1/16"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.070 @ 3' 3 1/16"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Owners Suite WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 1 - Uniform (PSF)0 to 1' 6"11'20.0 35.0 Snow - Main 2 - Uniform (PSF)1' 6" to 6' 6"10'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 5 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"233 394 627 None 2 - Trimmer - SPF 1.50"1.50"1.50"233 394 627 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)627 @ 0 1913 (1.50")Passed (33%)--1.0 D + 1.0 S (All Spans) Shear (lbs)128 @ 10 3/4"2872 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)352 @ 1' 1 1/2"3946 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Owners Suite Bathroom WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 1 - Uniform (PSF)0 to 2' 3"10'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 6 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1331 2218 3549 None 2 - Trimmer - SPF 3.00"3.00"1.50"1331 2218 3549 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3549 @ 1 1/2"7613 (3.00")Passed (47%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2647 @ 1' 2 7/8"9878 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8213 @ 4' 10 1/2"18346 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.129 @ 4' 10 1/2"0.317 Passed (L/887)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.206 @ 4' 10 1/2"0.475 Passed (L/554)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 9" o/c unless detailed otherwise. Main Level, Garage 9' OHDMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 9"N/A 13.0 1 - Uniform (PSF)0 to 9' 9"13'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 7 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise. Main Level, Garage 16' OHDMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 8 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"435 748 1183 None 2 - Trimmer - SPF 1.50"1.50"1.50"435 748 1183 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1184 @ 0 1913 (1.50")Passed (62%)--1.0 D + 1.0 S (All Spans) Shear (lbs)241 @ 10 3/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)666 @ 1' 1 1/2"3946 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Mudroom WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 1 - Uniform (PSF)0 to 2' 3"19'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 9 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.95"918 1575 2493 None 2 - Trimmer - SPF 3.00"3.00"1.95"918 1575 2493 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2493 @ 1 1/2"3825 (3.00")Passed (65%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1475 @ 1' 1/4"2872 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2812 @ 2' 6"3946 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.026 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.041 @ 2' 6"0.237 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Foyer Front DoorMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 1 - Uniform (PSF)0 to 5'17'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 5'1'20.0 35.0 Snow - Porch Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 10 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SPF 5.50"5.50"1.50"633 1059 1692 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"366 640 1006 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1692 @ 1' 9 1/4"7013 (5.50")Passed (24%)--1.0 D + 1.0 S (All Spans) Shear (lbs)818 @ 2' 7 1/4"2251 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1345 @ 4' 11 1/2"2645 Passed (51%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.042 @ 4' 10"0.201 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.064 @ 4' 10 1/4"0.301 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (0.2") and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Front Porch Dropped BeamMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 11 1/2"N/A 5.5 1 - Uniform (PSF)0 to 7' 11 1/2" (Front)6'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 11 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"2099 3425 5524 None 2 - Trimmer - SPF 3.00"3.00"1.50"1832 2665 4497 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5524 @ 1 1/2"11419 (3.00")Passed (48%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4963 @ 1' 1/2"11854 Passed (42%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)13463 @ 3'17977 Passed (75%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.107 @ 3'0.208 Passed (L/698)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.174 @ 3'0.313 Passed (L/431)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Main Level, Bedroom # 2 Side WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 15.6 1 - Uniform (PSF)0 to 3'9' 6"20.0 35.0 Snow - Main 2 - Uniform (PSF)3' to 6' 6"3'20.0 35.0 Snow - Main 3 - Uniform (PSF)3' to 6' 6"1'100.0 -Wall - Gable 4 - Point (lb)3'N/A 2700 4725 Roof Girder Truss Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 12 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.51"721 1210 -1931 None 2 - Trimmer - SPF 4.50"4.50"3.60"2022 1265 2161 5448 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4592 @ 5' 4 1/2"5738 (4.50")Passed (80%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1214 @ 1' 1/4"2498 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2419 @ 2' 9"3431 Passed (70%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.027 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.043 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Game Room Back WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 7.0 1 - Uniform (PSF)0 to 5' 7 1/2"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 7 1/2"1'90.0 --Wall - Main Level 3 - Point (lb)5' 7 1/2"N/A 1269 -2161 Linked from: Dining Room Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 13 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"290 735 1025 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"290 735 1025 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1025 @ 2"4463 (3.50")Passed (23%)--1.0 D + 1.0 L (All Spans) Shear (lbs)492 @ 1' 3/4"2498 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)882 @ 2' 1/2"3431 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 2' 1/2"0.094 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 2' 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 1" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Stairs Flush BeamMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 1"N/A 7.0 1 - Uniform (PSF)0 to 4' 1" (Front)9'15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 14 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.91"2109 1655 2010 5774 None 2 - Trimmer - SPF 3.00"3.00"1.59"1781 1540 1481 4802 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4858 @ 1 1/2"7613 (3.00")Passed (64%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3520 @ 4' 5 1/2"7902 Passed (45%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7564 @ 3' 2"11985 Passed (63%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.067 @ 2' 9 11/16"0.175 Passed (L/945)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.118 @ 2' 9 11/16"0.262 Passed (L/532)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Lower Level, Media Room Left WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 1 - Uniform (PSF)0 to 2' 9"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)2' 9" to 5' 6"9'15.0 40.0 -Floor - Main Level 3 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 4 - Point (lb)2' 9"N/A 577 994 - Linked from: Stairs FLR Girder, Support 2 5 - Point (lb)0 N/A 511 -935 Linked from: Great Room Window, Support 1 6 - Point (lb)3' 2"N/A 1425 -2556 Linked from: Great Room Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 15 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.28"1300 990 1153 3443 None 2 - Trimmer - SPF 3.00"3.00"2.14"1225 990 1013 3228 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2908 @ 1 1/2"3825 (3.00")Passed (76%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2215 @ 4' 5 3/4"2872 Passed (77%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)3827 @ 2' 10 1/2"3946 Passed (97%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.038 @ 2' 9 5/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.069 @ 2' 9 5/16"0.262 Passed (L/917)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Media Room Right WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 4'11'20.0 -35.0 Snow - Main 4 - Point (lb)4'N/A 369 -626 Linked from: Owners Suite WIC Window, Support 1 Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 16 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.74"991 630 1009 2630 None 2 - Trimmer - SPF 3.00"3.00"1.78"1017 630 1042 2689 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2271 @ 3' 4 1/2"3825 (3.00")Passed (59%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1822 @ 2' 5 3/4"2872 Passed (63%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2168 @ 2' 2 3/8"3946 Passed (55%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.008 @ 1' 9 3/16"0.108 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.014 @ 1' 9 3/16"0.162 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 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom #3 WIC WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 1 - Uniform (PSF)0 to 3' 6"9'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 3' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 2' 3"11'20.0 -35.0 Snow - Main 4 - Point (lb)2' 3"N/A 700 -1185 Linked from: Owners Suite Window, Support 1 Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 17 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.98"1147 880 962 2989 None 2 - Trimmer - SPF 3.00"3.00"2.31"1330 880 1270 3480 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2942 @ 5' 4 1/2"3825 (3.00")Passed (77%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1591 @ 4' 5 3/4"2872 Passed (55%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)3166 @ 2' 9"3946 Passed (80%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.031 @ 2' 9 1/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.057 @ 2' 9 1/16"0.262 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 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom # 3 WindowMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"8'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 3"10'20.0 -35.0 Snow - Main 4 - Point (lb)5' 3"N/A 233 -394 Linked from: Owners Suite Bathroom Window, Support 1 Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 18 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.77"623 1629 2252 None 2 - Trimmer - SPF 3.00"3.00"1.50"496 1292 1788 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2252 @ 1 1/2"3825 (3.00")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)880 @ 2' 3 3/4"2498 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1563 @ 1' 7 9/16"3431 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 7 13/16"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 7 13/16"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Storage Room DoorMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 1 - Uniform (PSF)0 to 2'25'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)2' to 3' 1"21' 3"15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 19 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.00"3.00"1.56"550 1433 1983 Blocking 2 - Stud wall - SPF 3.00"3.00"1.56"550 1433 1983 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1983 @ 1 1/2"3825 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans) Shear (lbs)853 @ 1' 1/4"2498 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1538 @ 1' 9 1/2"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 1' 9 1/2"0.083 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.011 @ 1' 9 1/2"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 7" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Fridge Flush BeamMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 7"N/A 7.0 1 - Uniform (PSF)0 to 3' 7" (Front)20'15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 20 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 2 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"717 1341 2058 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"577 994 1571 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2058 @ 4"8181 (5.50")Passed (25%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1915 @ 1' 11 1/2"11970 Passed (16%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9096 @ 9' 9 1/8"38753 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.154 @ 10' 8 1/8"0.533 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.240 @ 10' 8 1/2"1.067 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 22' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 22' o/c unless detailed otherwise. Girders (Sized for point loads only), Stairs FLR GirderMEMBER REPORT PASSED 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 technical 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 JMS; Plan Date 9/26/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 22'N/A 18.4 1 - Uniform (PSF)0 to 4' (Front)1'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)4' to 22' (Front)2'15.0 40.0 Floor - Main Level 3 - Point (lb)4' (Front)N/A 290 735 Linked from: Stairs Flush Beam, Support 1 Forte v5.5, Design Engine: V7.3.2.4 10/9/2019 2:47:13 PM Page 21 of 21 18386 Jurel Way, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Vossen Residence 18386 Jurel Way, Lakeville, MN 10/9/2019 Job # 23782 ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED. ADJUSTMENT OF SPACING MAY BE REQUIRED.3' STEP UPIN CEILING3' STEP UPIN CEILING1' STEP UPIN CEILING1' STEP UPIN CEILINGPRELIMINARY LAYOUT - NOT FOR CONSTRUCTION T2 T8T18 T19 T4 T5 T17 T3T18 T19T12 T6T9T20T24T21T10(7)T16 (4)T14 (3)T22 (6)T11 (4)T15 (3)T13 (30)T7 T1 T23 T25 T26 T27 T28 T29 T30 T31 T32 T33 T34 T35 T36 T37 PAGE NO: 1 OF 1 JOB NO: T96485 Name: VOSSENCustomer: Lyman Lumber/Chan Address: 18386 JUREL WAYSalesman: LLCDesigner: DJW 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 0" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ON LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. FLUSH BEAM(supplied by others) BEARING WALL BEARING WALL BEARING WALL BEARING WALL 19.2" O.C. SPACING----->>LEFT END OF TRUSS LEFT END OF TRUSS **CAUTION** APPROXIMATEPLUMBING LOCATIONS **CAUTION** APPROXIMATEPLUMBING LOCATIONS PRELIMINARY LAYOUT - NOT FOR CONSTRUCTIONT8T10 T7T6(5)T2(2)T2 (3)T13 (2)T12 (6)T1 (9)T9 (11)T4(4)T5 (2)T11 PAGE NO: 1 OF 1 JOB NO: T96485F Name: VOSSENCustomer: Lyman Lumber/Chan Address: 18386 JUREL WAYSalesman: LLCDesigner: DJW 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for JMS Custom Homes 18386 Jurel Way Lakeville, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Thursday, October 3, 2019 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. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Thursday, October 3, 2019 Client Name:JMS Custom Homes Client Address:18386 Jurel Way Client City:Lakeville, MN Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South 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 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:991 CFM Per Square ft.:0.306 Square ft. of Room Area:3,238 Square ft. Per Ton:1,459 Volume (ft³):21,047 Building Loads Total Heating Required Including Ventilation Air:56,259 Btuh 56.259 MBH Total Sensible Gain:22,119 Btuh 83 % Total Latent Gain:4,504 Btuh 17 % Total Cooling Required Including Ventilation Air:26,623 Btuh 2.22 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. C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.280 AC/hr 0.150 AC/hr 98 CFM 53 CFM Infiltration Actual:0.211 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 21,047 X 21,047 4,437 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:74 CFM 0 CFM Total Building Ventilation:65 CFM 65 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.280 AC/hr (98 CFM), Construction: Average Summer Infiltration Specified:0.150 AC/hr (53 CFM), Construction: Average C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.22 1,459 3,238 22,119 4,504 26,623 56,259 646 991 991 System 1 2.22 1,459 3,238 22,119 4,504 26,623 56,259 646 991 991 12x15 Ventilation 971 1,604 2,575 6,035 Return Duct 0 0 0 1,969 Humidification 3,165 Zone 1 3,238 21,148 2,900 24,048 45,090 646 991 991 12x15 1-Lower Level 1,619 6,737 1,100 7,837 18,081 259 316 316 3--7 2-Main Level 1,619 14,411 1,800 16,211 27,010 387 675 675 7--6 C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 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 1-Lower Level Built-In 0 750 0.01 0.1 393.7 259 316 316 3--7 2-Main Level Built-In 0 750 0.01 0.1 491.2 387 675 675 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 792.6 646 991 991 12x15 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:646 Cooling Flow:991 C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-378 10,523 0 7,982 7,982 4agdoor: Glazing-63 1,754 0 2,284 2,284 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 11N: Door-Metal - Polystyrene Core, U-value 0.35 21 639 0 184 184 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 800 3,480 0 0 0 12F-0bw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.065 2117 11,971 0 1,320 1,320 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation, U-value 0.022 1619 3,099 0 1,745 1,745 21A-20: 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 20' wide, U-value 0.027 1619 3,803 0 0 0 Subtotals for structure:36,256 0 13,799 13,799 People:4 800 920 1,720 Equipment:2,100 3,400 5,500 Lighting:800 2,728 2,728 Ductwork:3,938 0 0 0 Infiltration: Winter CFM: 74, Summer CFM: 0 6,865 0 0 0 Ventilation: Winter CFM: 65, Summer CFM: 65 6,035 1,604 971 2,575 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 8.63 gal/day :3,165 0 0 0 AED Excursion:0 0 301 301 Total Building Load Totals:56,259 4,504 22,119 26,623 Check Figures Total Building Supply CFM:991 CFM Per Square ft.:0.306 Square ft. of Room Area:3,238 Square ft. Per Ton:1,459 Volume (ft³):21,047 Building Loads Total Heating Required Including Ventilation Air:56,259 Btuh 56.259 MBH Total Sensible Gain:22,119 Btuh 83 % Total Latent Gain:4,504 Btuh 17 % Total Cooling Required Including Ventilation Air:26,623 Btuh 2.22 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. C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,619.0 sq.ft.Supply Air:316 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.5 AC/hr Volume:12,952 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:26 CFM Runout Air:105 CFM Percent of Supply.:8 % Runout Duct Size:7 in.Actual Summer Vent.:21 CFM Runout Air Velocity:394 ft./min.Percent of Supply:7 % Runout Air Velocity:394 ft./min.Actual Winter Infil.:23 CFM Actual Loss:0.079 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 60 X 8 480 0.050 4.4 2,088 0.0 0 0 E -Wall-12F-0bw 40 X 8 274 0.065 5.7 1,549 0.6 0 171 S -Wall-12F-0bw 60 X 8 374 0.065 5.7 2,115 0.6 0 233 W -Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 S -Gls-4a shgc-0.34 0%S (4)100 0.320 27.8 2,784 20.0 0 1,996 S -Gls-4a shgc-0.34 0%S 6 0.320 27.8 167 20.0 0 120 E -Gls-4a shgc-0.34 0%S 25 0.320 27.8 696 36.3 0 907 E -Gls-4agdoor shgc-0.34 0%S 21 0.320 27.8 585 36.2 0 761 Floor-21A-20 1 X 1619 1619 0.027 2.3 3,803 0.0 0 0 Subtotals for Structure:15,179 0 4,188 Infil.: Win.: 22.8, Sum.: 0.0 800 2.640 2,112 0.000 0 0 Ductwork:790 0 AED Excursion:96 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:900 1,200 Lighting:300 1,023 Room Totals:18,081 1,100 6,737 C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,619.0 sq.ft.Supply Air:675 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.8 AC/hr Volume:14,571 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:39 CFM Runout Air:96 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:44 CFM Runout Air Velocity:491 ft./min.Percent of Supply:7 % Runout Air Velocity:491 ft./min.Actual Winter Infil.:51 CFM Actual Loss:0.151 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 60 X 9 468 0.065 5.7 2,647 0.6 0 292 E -Wall-12F-0bw 40 X 9 292 0.065 5.7 1,651 0.6 0 182 S -Wall-12F-0bw 60 X 9 374 0.065 5.7 2,115 0.6 0 233 W -Wall-12F-0bw 40 X 9 335 0.065 5.7 1,894 0.6 0 209 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 W -Door-11N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -Gls-4a shgc-0.34 100%S 8 0.320 27.8 223 10.9 0 87 N -Gls-4a shgc-0.34 100%S 7 0.320 27.8 195 10.9 0 76 N -Gls-4a shgc-0.34 100%S (2)36 0.320 27.8 1,002 10.9 0 394 E -Gls-4a shgc-0.34 0%S (2)12 0.320 27.8 334 36.3 0 436 E -Gls-4a shgc-0.34 0%S 14 0.320 27.8 390 36.3 0 508 E -Gls-4agdoor shgc-0.34 0%S 42 0.320 27.8 1,169 36.3 0 1,523 S -Gls-4a shgc-0.34 0%S (6)108 0.320 27.8 3,006 19.9 0 2,154 S -Gls-4a shgc-0.34 0%S (2)12 0.320 27.8 334 20.0 0 240 S -Gls-4a shgc-0.34 0%S 24 0.320 27.8 668 20.0 0 479 S -Gls-4a shgc-0.34 0%S 8 0.320 27.8 223 20.0 0 160 S -Gls-4a shgc-0.34 0%S 6 0.320 27.8 167 20.0 0 120 S -Gls-4a shgc-0.34 0%S 8 0.320 27.8 223 20.0 0 160 W -Gls-4a shgc-0.34 0%S 4 0.320 27.8 111 36.3 0 145 UP-Ceil-16B-44 1619 X 1 1619 0.022 1.9 3,099 1.1 0 1,745 Subtotals for Structure:21,077 0 9,611 Infil.: Win.: 51.2, Sum.: 0.0 1,800 2.641 4,753 0.000 0 0 Ductwork:1,180 0 AED Excursion:205 People: 200 lat/per, 230 sen/per:3 600 690 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:27,010 1,800 14,411 C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,619 18,081 259 3-7 394 6,737 1,100 316 316 2 Main Level 1,619 27,010 387 7-6 491 14,411 1,800 675 675 Ventilation 6,035 971 1,604 Humidification 3,165 Return Duct 1,969 0 0 System 1 total 3,238 56,259 646 22,119 4,504 991 991 System 1 Main Trunk Size:12x15 in. Velocity:793 ft./min Loss per 100 ft.:0.095 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.22 83% / 17%22,119 4,504 26,623 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh C:\Users\Slykke\Desktop\18386 Jurel Way.rh9 Thursday, October 3, 2019, 12:56 PM Date Certificate Posted Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 80,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 92% Cfm's " round duct OR " metal duct Not required per mech. code Passive X Low: X Other, describe: Low: Location of fan(s), describe: Cfm's 6" " FLEX OR " metal duct Output in Tons: 2.5 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: BA13NA030 Model Heating System Natural gas BRYANT Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER 912SB48080 Manufacturer BRYANTTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) FLEX MECH ROOM 75Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 56,259 Heating Gain Cooling Load Select Type LIFE BREATH RNC5TPF (BALANCED) 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): 22,119Residential Load Calculation 150 Heating Loss Combustion Air Select a Type Location of duct or system: 26,623 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor JMS Custom Homes MN License Number Lakeville18386 Jurel Way City Mailing Address of the Dwelling or Dwelling Unit THERMAL ENVELOPE Foam Open Cell Wall Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) Appliances Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Cooling System Builders Associaton of Minnesota version 101014 11/07/19 X KP