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Home My WebLink AboutLA175470 - 18107 Jurel Circle Permit PackRESIDENTIAL 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: 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 1339 SQ FT LL 1985 SQ FT ML 3324 GT SQ FT 568 SQ FT GARAGE PLANS PREPARED BY RICK S 6035 Culligan Way Minnetonka, MN 55345 Phone: 952-949-3630 Fax: 952-949-3730 Builder Lic. BC392462 JMS Custom Homes, LLC expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to a third party without first obtaining the written permission and consent of JMS Custom Homes, LLC. In the event of unauthorized use of these plans by a third party, the third party shall hold JMS Custom Homes, LLC harmless.ã 2019 JMS Custom Homes. MN Builder License #BC392462 02: Main Level Member Name Results Current Solution Comments Dining Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Gathering Room Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Gathering Room Sunroom Opening Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Sunroom Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Sunroom (V) Dropped Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Sunroom (H) Dropped Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mudroom Service Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Front Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom # 2 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 03: Lower Level Member Name Results Current Solution Comments Media Room Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Media Room Patio Door Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Hall Flush Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Under Stairs Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mechanical Room Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Sunroom Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 18107 Jurel Circle, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 1 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 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"2.30"2146 3697 5843 None 2 - Trimmer - SPF 3.00"3.00"2.30"2146 3697 5843 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)5843 @ 1 1/2"7613 (3.00")Passed (77%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3970 @ 1' 1/2"7902 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8779 @ 3' 3"11985 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.126 @ 3' 3"0.208 Passed (L/597)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.198 @ 3' 3"0.313 Passed (L/378)--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, Dining Room Patio 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 6' 6"32' 6"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 2 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 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"2.06"1918 3298 5216 None 2 - Trimmer - SPF 3.00"3.00"1.99"1857 3190 5047 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)5217 @ 1 1/2"7613 (3.00")Passed (69%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3432 @ 5' 5 1/2"7902 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7594 @ 3' 2 15/16"11985 Passed (63%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.109 @ 3' 2 7/8"0.208 Passed (L/691)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.172 @ 3' 2 7/8"0.313 Passed (L/437)--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, Gathering 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 9"32' 6"20.0 35.0 Snow - Main 2 - Uniform (PSF)9" to 6' 6"28'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 3 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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"1.88"1333 2272 3605 None 2 - Trimmer - SPF 3.00"3.00"1.82"1291 2198 3489 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)3605 @ 1 1/2"5738 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2429 @ 1' 1/4"4308 Passed (56%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5338 @ 3' 3 5/16"5919 Passed (90%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.059 @ 3' 3 9/16"0.211 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.093 @ 3' 3 9/16"0.317 Passed (L/818)--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' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 7" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Gathering Room Sunroom OpeningMEMBER 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 7"N/A 10.6 1 - Uniform (PSF)0 to 1' 6"19' 9"20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 6' 7"1'20.0 35.0 Snow - Porch 3 - Uniform (PSF)1' 6" to 6' 7"18'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 4 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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"661 1136 1797 None 2 - Trimmer - SPF 1.50"1.50"1.50"661 1136 1797 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)1797 @ 0 1913 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)855 @ 10 3/4"2872 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1535 @ 1' 8 1/2"3946 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.012 @ 1' 8 1/2"0.171 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' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Owners Suite Sunroom 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 1 - Uniform (PSF)0 to 3' 5"18'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 3' 5"1'20.0 35.0 Snow - Porch Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 5 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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"1.89"1334 2275 3609 None 2 - Trimmer - SPF 3.00"3.00"1.89"1334 2275 3609 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)3609 @ 1 1/2"5738 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2476 @ 1' 1/4"4308 Passed (57%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5423 @ 3' 3"5919 Passed (92%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.058 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.092 @ 3' 3"0.313 Passed (L/817)--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 Custom Homes; Plan Date, 10/2/2019 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"20'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 6 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •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 - Stud wall - SPF 3.50"3.50"1.72"964 1595 2559 Blocking 2 - Column - SPF 5.50"5.50"1.50"996 1647 2643 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)2559 @ 2"5206 (3.50")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2011 @ 1' 1"7902 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6057 @ 5' 3/4"11985 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.185 @ 5' 3/4"0.326 Passed (L/635)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.297 @ 5' 3/4"0.490 Passed (L/396)--1.0 D + 1.0 S (All 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). •Top Edge Bracing (Lu): Top compression edge must be braced at 10' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 4" o/c unless detailed otherwise. Main Level, Sunroom (V) 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 3 1/2"N/A 10.4 1 - Uniform (PSF)0 to 10' 3 1/2" (Front)9'20.0 35.0 Snow - Porch Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 7 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •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"483 319 802 Blocking 2 - Column - SPF 5.50"5.50"1.50"1420 875 2295 Blocking 3 - Column - SPF 5.50"5.50"1.50"483 319 802 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)2295 @ 7'13956 (5.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)866 @ 5' 11 3/4"7902 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-1530 @ 7'11985 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.009 @ 3' 4 1/16"0.222 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.022 @ 3' 2 3/4"0.333 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). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' o/c unless detailed otherwise. Main Level, Sunroom (H) 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 14'N/A 10.4 1 - Uniform (PSF)0 to 14' (Front)3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 14' (Front)1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 8 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 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 1.50"1.50"1.50"1192 2057 3249 None 2 - Trimmer - SPF 1.50"1.50"1.50"1192 2057 3249 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)3249 @ 0 3806 (1.50")Passed (85%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1317 @ 11"7902 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2504 @ 1' 6 1/2"11985 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.022 @ 1' 6 1/2"0.154 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' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise. Main Level, Mudroom Service 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 10.4 1 - Uniform (PSF)0 to 3' 1"38' 1 1/2"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 9 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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 Custom Homes; Plan Date, 10/2/2019 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 - Garage 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 10 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 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"2.04"1901 3281 5182 None 2 - Trimmer - SPF 3.00"3.00"2.04"1901 3281 5182 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)5182 @ 1 1/2"7613 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3023 @ 1' 1/2"7902 Passed (38%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5846 @ 2' 6"11985 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.055 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.087 @ 2' 6"0.237 Passed (L/652)--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. 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5'N/A 10.4 1 - Uniform (PSF)0 to 5'37' 6"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 11 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 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"2.30"2146 3697 5843 None 2 - Trimmer - SPF 3.00"3.00"2.30"2146 3697 5843 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)5843 @ 1 1/2"7613 (3.00")Passed (77%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3970 @ 1' 1/2"7902 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8779 @ 3' 3"11985 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.126 @ 3' 3"0.208 Passed (L/597)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.198 @ 3' 3"0.313 Passed (L/378)--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 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 6' 6"32' 6"20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 12 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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"1.50"446 660 1106 None 2 - Trimmer - SPF 3.00"3.00"1.50"446 660 1106 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)1106 @ 1 1/2"3825 (3.00")Passed (29%)--1.0 D + 1.0 L (All Spans) Shear (lbs)695 @ 1' 1/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1385 @ 2' 9"3431 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.015 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.025 @ 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' 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, Media 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"5'10.0 40.0 Floor - Deck Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 13 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 3 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"3.01"2456 780 3298 6534 None 2 - Trimmer - SPF 3.00"3.00"2.92"2395 780 3190 6365 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)5754 @ 1 1/2"5738 (3.00")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)904 @ 1' 1/4"3746 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1980 @ 3' 3"5147 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.020 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.034 @ 3' 3"0.313 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 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. Lower Level, Media Room Patio 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"1'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"5'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 1918 -3298 Linked from: Gathering Room Window, Support 1 5 - Point (lb)6' 6"N/A 1857 -3190 Linked from: Gathering Room Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 14 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •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"2.08"877 2221 3098 Blocking 2 - Stud wall - SPF 3.50"3.50"2.88"1202 3086 4288 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)4288 @ 8' 5"5206 (3.50")Passed (82%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3085 @ 7' 6"6872 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7580 @ 4' 8 11/16"10422 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.193 @ 4' 4 11/16"0.206 Passed (L/513)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.268 @ 4' 4 11/16"0.412 Passed (L/369)--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 8' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 7" o/c unless detailed otherwise. Lower Level, Stairs Hall 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 7"N/A 10.4 1 - Uniform (PSF)0 to 4' (Front)10' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)4' to 8' 7" (Front)20'15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 15 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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 1.50"1.50"1.50"284 729 1013 Blocking 2 - Stud wall - SPF 1.50"1.50"1.50"284 729 1013 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)1013 @ 0 1913 (1.50")Passed (53%)--1.0 D + 1.0 L (All Spans) Shear (lbs)391 @ 10 3/4"2498 Passed (16%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)739 @ 1' 5 1/2"3431 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 5 1/2"0.073 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.004 @ 1' 5 1/2"0.146 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 2' 11" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 11" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Under Stairs 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 11"N/A 7.0 1 - Uniform (PSF)0 to 2' 11" (Front)9'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 2' 11" (Front)3' 6"15.0 40.0 Floor - Stairs Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 16 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"594 1542 2136 None 2 - Trimmer - SPF 1.50"1.50"1.50"594 1542 2136 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)2136 @ 0 3806 (1.50")Passed (56%)--1.0 D + 1.0 L (All Spans) Shear (lbs)866 @ 11"6872 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1646 @ 1' 6 1/2"10422 Passed (16%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.011 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.015 @ 1' 6 1/2"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' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise. Lower Level, Mechanical 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 10.4 1 - Uniform (PSF)0 to 3' 1"25'15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 17 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 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 Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.51"1483 650/-83 1647 3780/-83 Blocking 2 - Stud wall - SPF 5.50"5.50"2.43"1434 1667 -3101 None 3 - Stud wall - SPF 5.50"5.50"2.51"1483 650/-83 1647 3780/-83 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)3206 @ 4"7013 (5.50")Passed (46%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)1178 @ 8'2498 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-2067 @ 7'3431 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.023 @ 10' 6 5/16"0.167 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.034 @ 10' 7 13/16"0.333 Passed (L/999+)--1.0 D + 1.0 L (Alt 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 14' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Sunroom 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 Custom Homes; Plan Date, 10/2/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 14'N/A 7.0 1 - Uniform (PSF)0 to 14' (Front)5'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 14' (Front)1'90.0 --Wall - Main Level 3 - Point (lb)0 (Front)N/A 996 -1647 Linked from: Sunroom (V) Dropped Beam, Support 2 4 - Point (lb)14' (Front)N/A 996 -1647 Linked from: Sunroom (V) Dropped Beam, Support 2 Forte v5.5, Design Engine: V7.3.2.4 10/15/2019 11:08:39 AM Page 18 of 18 18107 Jurel Circle, 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 Fox Residence 18107 Jurel Circle, Lakeville, MN 10/15/2019 Job # 23795 H U S2 6 H U S2 6 H U S2 6 H U S2 6 H U S2 6 H U S2 6 H U S2 6 H U S2 6 H U S2 6 H U S2 6 H U S2 6 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.1 ' S T E P UP I N C E I L I NG 1 ' S T E P UP I N C E I L I NG PRELIMNINARY LAYOUT- NOT FOR CONSTRUCTION 2 PLY T2 (5 )T1 T4T30T5 T8 T9 T 18 T 34 T 34 (4)T12 (3)T35 (2)T16 (2)T15 (4)T13 (3)T14 (19)T6 T17 T11 T7 T19 T20 T21 T22 T23 T24 T25 T26 T27 T28 T29 (2 )T 31 T3 T3(2)T10 6' PAGE NO: 1 OF 1 JOB NO: T96486 N a m e : Ly n w oo d A C us t o m e r: Ly m an Lu m be r/ C ha n A dd r es s : 18 1 0 7 J UR E L C I RC LE S a l es m an : LL C D es i gn e r: D JW 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 FLUSH BEAM(supplied by others) FLUSH BEAM(supplied by others) FLUSH BEAM(supplied by others) FLUSH BEAM(supplied by others) F L U S H B E A M (s u p p l i e d b y o t h e r s ) << -- - - - 1 9 .2" O .C . SP A CIN G LE FT E ND O F T R U SS LE FT E ND O F T R U SS LE FT E ND O F T R U SS BE A RI N G W AL L BE A RIN G W AL L BE A RIN G W AL L **CAUTION** APPROXIMATEPLUMBING LOCATIONS **CAUTION** APPROXIMATEPLUMBING LOCATIONS MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 0" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON END OF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT 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 OFFICIAL DOCUMENTATION. 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. PRELIMINARY LAYOUT - NOT FOR CONSTRUCTION T7 T21T6 T12 T2 (1 0 ) T1 (3 ) T3 (2 ) T4 (2 ) T 16 (2 ) T 20 (2 ) T 14 (2 ) T 19 (2 ) T9 (3 ) T 13 (3 ) T 11 (8 ) T 15 (3 ) T 18 (2 ) T 17 (2 ) T5 (10)T8 PAGE NO: 1 OF 1 JOB NO: T96486F N a m e : Ly n w oo d A C us t o m e r: Ly m an Lu m be r/ C ha n A dd r es s : 18 1 0 7 J UR E L C I RC LE S a l es m an : LL C D es i gn e r: D JW 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 18107 Jurel Cir Lakeville, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Wednesday, October 30, 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:Wednesday, October 2, 2019 Client Name:JMS Custom Homes Client Address:18107 Jurel Cir 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 East 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:1,129 CFM Per Square ft.:0.295 Square ft. of Room Area:3,830 Square ft. Per Ton:1,478 Volume (ft³):23,031 Building Loads Total Heating Required Including Ventilation Air:58,209 Btuh 58.209 MBH Total Sensible Gain:25,264 Btuh 81 % Total Latent Gain:5,824 Btuh 19 % Total Cooling Required Including Ventilation Air:31,089 Btuh 2.59 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. R:\JMS HOMES\18107 Jurel Cir\HVAC\Heat Calcs\18107 Jurel Cir.rh9 Wednesday, October 30, 2019, 7:49 AM 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 107 CFM 58 CFM Infiltration Actual:0.194 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 23,031 X 23,031 4,459 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:74 CFM 0 CFM Total Building Ventilation:78 CFM 78 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 (107 CFM), Construction: Average Summer Infiltration Specified:0.150 AC/hr (58 CFM), Construction: Average R:\JMS HOMES\18107 Jurel Cir\HVAC\Heat Calcs\18107 Jurel Cir.rh9 Wednesday, October 30, 2019, 7:49 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 377.7 237 303 303 3--7 2-Main Level Built-In 0 750 0.01 0.1 386.4 438 826 826 8--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 846.8 674 1,129 1,129 12x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:674 Cooling Flow:1129 R:\JMS HOMES\18107 Jurel Cir\HVAC\Heat Calcs\18107 Jurel Cir.rh9 Wednesday, October 30, 2019, 7:49 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 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:1,845.0 sq.ft.Supply Air:303 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.2 AC/hr Volume:14,760 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:27 CFM Runout Air:101 CFM Percent of Supply.:9 % Runout Duct Size:7 in.Actual Summer Vent.:21 CFM Runout Air Velocity:378 ft./min.Percent of Supply:7 % Runout Air Velocity:378 ft./min.Actual Winter Infil.:18 CFM Actual Loss:0.073 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 40 X 8 320 0.050 4.4 1,392 0.0 0 0 E -Wall-15B0-10sf-8 60 X 8 480 0.050 4.4 2,088 0.0 0 0 S -Wall-12F-0bw 40 X 8 228 0.065 5.7 1,289 0.6 0 142 W -Wall-15B0-10sf-4 60 X 4 240 0.054 4.7 1,128 0.0 0 0 W -Wall-12F-0bw 60 X 4 220 0.065 5.7 1,244 0.6 0 137 S -Gls-4a shgc-0.34 0%S (2)50 0.320 27.8 1,392 20.0 0 998 S -Gls-4agdoor shgc-0.34 0%S 42 0.320 27.8 1,169 20.0 0 838 W -Gls-4a shgc-0.34 0%S 20 0.320 27.8 557 36.3 0 725 Floor-21A-20 1 X 1845 1845 0.027 2.3 4,334 0.0 0 0 Subtotals for Structure:14,593 0 2,840 Infil.: Win.: 17.6, Sum.: 0.0 560 2.923 1,637 0.000 0 0 Ductwork:204 0 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,100 1,800 Lighting:400 1,364 Room Totals:16,434 1,500 6,464 R:\JMS HOMES\18107 Jurel Cir\HVAC\Heat Calcs\18107 Jurel Cir.rh9 Wednesday, October 30, 2019, 7:49 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 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:1,985.0 sq.ft.Supply Air:826 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.8 AC/hr Volume:17,865 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:8 Actual Winter Vent.:51 CFM Runout Air:103 CFM Percent of Supply.:6 % Runout Duct Size:7 in.Actual Summer Vent.:57 CFM Runout Air Velocity:386 ft./min.Percent of Supply:7 % Runout Air Velocity:386 ft./min.Actual Winter Infil.:57 CFM Actual Loss:0.076 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 40 X 9 282 0.065 5.7 1,595 0.6 0 176 E -Wall-12F-0bw 60 X 9 432 0.065 5.7 2,443 0.6 0 270 S -Wall-12F-0bw 40 X 9 191 0.065 5.7 1,080 0.6 0 119 W -Wall-12F-0bw 60 X 9 520.2 0.065 5.7 2,942 0.6 0 325 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Door-11N 3 X 7 21 0.350 30.5 639 8.8 0 184 S -Gls-4a shgc-0.34 0%S 7 0.320 27.8 195 20.0 0 140 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)36 0.320 27.8 1,002 36.3 0 1,306 E -Gls-4a shgc-0.34 0%S 12 0.320 27.8 334 36.3 0 435 E -Gls-4a shgc-0.34 0%S (2)12 0.320 27.8 334 36.3 0 436 S -Gls-4agdoor shgc-0.34 0%S 42 0.320 27.8 1,169 20.0 0 838 S -Gls-4a shgc-0.34 0%S (4)72 0.320 27.8 2,004 19.9 0 1,436 E -Gls-4a shgc-0.34 0%S (4)48 0.320 27.8 1,336 36.3 0 1,740 S -Gls-4a shgc-0.34 0%S (4)48 0.320 27.8 1,336 19.9 0 956 W -Gls-4a shgc-0.34 0%S (2)12 0.320 27.8 334 36.3 0 436 W -Gls-4a shgc-0.34 0%S 3.8 0.320 27.8 104 36.3 0 136 W -Gls-4a shgc-0.34 0%S 4 0.320 27.8 111 36.3 0 145 UP-Ceil-16B-44 1985 X 1 1985 0.022 1.9 3,799 1.1 0 2,140 Floor-20P-30 1 X 646 646 0.035 3.0 1,967 0.3 0 203 Subtotals for Structure:24,713 0 12,099 Infil.: Win.: 56.7, Sum.: 0.0 1,800 2.924 5,263 0.000 0 0 Ductwork:378 0 People: 200 lat/per, 230 sen/per:3 600 690 Equipment:1,800 2,800 Lighting:600 2,046 Room Totals:30,354 2,400 17,635 R:\JMS HOMES\18107 Jurel Cir\HVAC\Heat Calcs\18107 Jurel Cir.rh9 Wednesday, October 30, 2019, 7:49 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 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 1,845 16,434 237 3-7 378 6,464 1,500 303 303 2 Main Level 1,985 30,354 438 8-7 386 17,635 2,400 826 826 Ventilation 7,242 1,165 1,924 Humidification 3,597 Return Duct 582 0 0 System 1 total 3,830 58,209 674 25,264 5,824 1,129 1,129 System 1 Main Trunk Size:12x16 in. Velocity:847 ft./min Loss per 100 ft.:0.104 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.59 81% / 19%25,264 5,824 31,089 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 R:\JMS HOMES\18107 Jurel Cir\HVAC\Heat Calcs\18107 Jurel Cir.rh9 Wednesday, October 30, 2019, 7:49 AM 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 THERMAL ENVELOPE Fo a m O p e n C e l l Wall Below Entire Slab Ri g i d , E x t r u d e d P o l y s t y r e n e 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 Ri g i d , I s o c y n u r a t e Perimeter of Slab on Grade RADON CONTROL SYSTEM No n o r N o t A p p l i c a b l e Cooling System 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 Lakeville 18107 Jurel Cir City Mailing Address of the Dwelling or Dwelling Unit FLEX MECH ROOM 96 Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 58,209 Heating Gain Cooling Load Select Type LIFE BREATH RNC205 (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): 25,264 Residential Load Calculation 193 Heating Loss Combustion Air Select a Type Location of duct or system: 31,089 To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply Mi n e r a l F i b e r b o a r d Insulation Location Fo a m , C l o s e d C e l l Describe other insulated areas Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s 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) BA13NA036 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 13 SEER /EER 912SB48080 Manufacturer BRYANT Output in Tons: 3 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: Builders Associaton of Minnesota version 101014