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Home My WebLink AboutLA177032 17398 Ely Ave 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: Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 01/28/2020dmathews 8' LIB 4' WSP 4' WSP8' LIB 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 3' WSP 5.17' LIB 5.17' LIB 4' WSP 5.17' LIB 5.17' LIB 5.17' LIB 5.17' LIB 5.17' LIB 5.17' LIB 5.17' LIB5.17' LIB 5.17' LIB 5.17' LIB 4' WSP 4' WSP 5.17' LIB 5.17' LIB 5.17' LIB 4' WSP -Min. 15" clearance to anyobstruction from center of W.C., 24" in front(typ). 02: Main Level Member Name Results Current Solution Comments Master Bedroom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Garage Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Stoop Dropped Beam (V)Passed 2 Piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Garage 8' OHD 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 Kitchen Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dinnete Patio Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 03: Lower Level Member Name Results Current Solution Comments Bedroom # 5 Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 4 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Patio Door Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flex Room Window Passed 3 Piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Bedroom 4 & 5 Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17398 Ely Ave, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 1 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 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)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--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 8' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Master Bedroom 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 BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 2 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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"419 715 1134 None 2 - Trimmer - SPF 1.50"1.50"1.50"419 715 1134 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)1134 @ 0 1913 (1.50")Passed (59%)--1.0 D + 1.0 S (All Spans) Shear (lbs)475 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)874 @ 1' 6 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.003 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.005 @ 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. •Applicable calculations are based on NDS. Main Level, Foyer Garage 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 BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 1 - Uniform (PSF)0 to 3' 1"12' 3"20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 3' 1"1'20.0 35.0 Snow - Garage Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 3 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"508 855 1363 None 2 - Trimmer - SPF 3.00"3.00"1.50"402 683 1085 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)1084 @ 6' 1 1/2"3825 (3.00")Passed (28%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)751 @ 5' 4 3/4"2251 Passed (33%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)1373 @ 3' 5 11/16"2645 Passed (52%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.034 @ 3' 5 3/8"0.179 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.053 @ 3' 5 7/16"0.269 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Front Stoop Dropped Beam (V)MEMBER 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 BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 5.5 1 - Uniform (PSF)0 to 6' 3" (Front)7'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 4 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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"1.50"1139 1914 3053 None 2 - Trimmer - SPF 3.00"3.00"1.50"1139 1914 3053 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)3053 @ 1 1/2"7613 (3.00")Passed (40%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2326 @ 1' 1/2"7902 Passed (29%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6303 @ 4' 4 1/2"11985 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.150 @ 4' 4 1/2"0.283 Passed (L/679)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.240 @ 4' 4 1/2"0.425 Passed (L/426)--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 8' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c unless detailed otherwise. Main Level, Garage 8' 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 BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 10.4 1 - Uniform (PSF)0 to 8' 9"12' 6"20.0 35.0 Snow - Garage Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 5 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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 BA; plan dated 12/16/2019. 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 1/6/2020 9:26:59 AM Page 6 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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"141 227 368 None 2 - Trimmer - SPF 1.50"1.50"1.50"141 227 368 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)369 @ 0 1913 (1.50")Passed (19%)--1.0 D + 1.0 S (All Spans) Shear (lbs)166 @ 10 3/4"2872 Passed (6%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)300 @ 1' 7 1/2"3946 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Kitchen 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 BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"4'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 7 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"283 455 738 None 2 - Trimmer - SPF 3.00"3.00"1.50"283 455 738 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)738 @ 1 1/2"3825 (3.00")Passed (19%)--1.0 D + 1.0 S (All Spans) Shear (lbs)506 @ 1' 1/4"2872 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1109 @ 3' 3"3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.017 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.028 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dinnete 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 BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 1 - Uniform (PSF)0 to 6' 6"4'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 8 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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"1.84"1733 798 1593 4124 None 2 - Trimmer - SPF 3.00"3.00"2.73"2586 798 2636 6020 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)5223 @ 5' 4 1/2"5738 (3.00")Passed (91%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2322 @ 4' 5 3/4"4308 Passed (54%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4330 @ 2' 8 3/8"5919 Passed (73%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.026 @ 2' 8 5/8"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.051 @ 2' 8 5/8"0.262 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom # 5 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 BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 1 - Uniform (PSF)0 to 5' 6"7' 3"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 4' 6"N/A 442.6 -595.0 Generated from Loading Assistant 4 - Point (lb)5' 6"N/A 1231 -1552 Generated from Loading Assistant Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 9 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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"638 990 1628 None 2 - Trimmer - SPF 3.00"3.00"1.50"638 990 1628 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)1628 @ 1 1/2"3825 (3.00")Passed (43%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1024 @ 1' 1/4"2498 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2040 @ 2' 9"3431 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.022 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.037 @ 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, Bedroom # 4 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 BA; plan dated 12/16/2019. 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"9'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 10 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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"1.74"1253 2080 455 3788 None 2 - Trimmer - SPF 3.00"3.00"1.98"1536 2080 910 4526 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)3779 @ 6' 4 1/2"5738 (3.00")Passed (66%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2286 @ 1' 1/4"3746 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5008 @ 3' 3"5147 Passed (97%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.053 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.085 @ 3' 3"0.313 Passed (L/885)--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' 3" 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, Family 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 BA; plan dated 12/16/2019. 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"9'15.0 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"4'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 5 - Point (lb)6' 6"N/A 283 -455 Linked from: Dinnete Patio Door, Support 1 Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 11 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 3 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1216 943 341 2500 None 2 - Trimmer - SPF 3.00"3.00"1.50"1216 943 341 2500 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)2178 @ 1 1/2"5738 (3.00")Passed (38%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1191 @ 10 1/4"2936 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2427 @ 3' 3"3449 Passed (70%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.050 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.085 @ 3' 3"0.313 Passed (L/879)--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, Flex 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 BA; plan dated 12/16/2019. 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 8.3 1 - Uniform (PSF)0 to 6' 6"7' 3"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level 3 - Point (lb)0 N/A 543 -341 4 - Point (lb)6' 6"N/A 543 -341 Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 12 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 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 1.50"1.50"1.50"420 1094 1514 None 2 - Trimmer - SPF 1.50"1.50"1.50"420 1094 1514 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)1514 @ 0 1913 (1.50")Passed (79%)--1.0 D + 1.0 L (All Spans) Shear (lbs)584 @ 10 3/4"2498 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1104 @ 1' 5 1/2"3431 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 1' 5 1/2"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.006 @ 1' 5 1/2"0.146 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 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, Bedroom 4 & 5 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 BA; plan dated 12/16/2019. 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"18' 9"15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 13 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"407 1033 1440 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"407 1033 1440 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)1440 @ 2"4463 (3.50")Passed (32%)--1.0 D + 1.0 L (All Spans) Shear (lbs)892 @ 1' 3/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1777 @ 2' 9 1/2"3431 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.023 @ 2' 9 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.032 @ 2' 9 1/2"0.262 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 5' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 7" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Stairs Flush BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by BA; plan dated 12/16/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 7"N/A 7.0 1 - Uniform (PSF)0 to 5' 7" (Front)9' 3"15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 1/6/2020 9:26:59 AM Page 14 of 14 17398 Ely Ave, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Brandl Anderson Homes 17398 Ely Ave, Lakeville, MN Amber 1/6/2020; #23932 Date Certificate Post x Passive (No Fan ) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here x R-15 x x R-20 x x R-20 x x 19+5 x x R-49 x R-49 x R-38 x R-38+5 x x X Not applicable, all ducts located in conditioned space x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 44,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code X Passive x Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " Flex " metal duct Balanced Ventilation capacity in cfms: Capacity continuous ventilation rate in cfms: Total ventilation (intermittent + continuous) rate in cfms: 82 High: Energy Recover Ventilator (ERV) Capacity in cfms: High: Location of duct or system: Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+) Wall Ceiling, flat R-5 where required R10 Rigid Exterior, R10 Int closed cell R10 Rigid Exterior, R10 Int closed cell R5 Exterior, R19 Batts New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit City Lakeville17398 Ely Ave. Name of Residential Contractor MECHANICAL VENTILATION SYSTEM 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): Combustion Air Select a Type Select Type Heat Recover Ventilator (HRV) Capacity in cfms: 192 MN License Number Brandl Anderson Homes BC604388 THERMAL ENVELOPE RADON CONTROL SYSTEM Type: Check All That Apply Insulation Location Total R-Value of all Types of InsulationNon or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateAttic Residential Load Calculation Heating Loss Heating Gain Cooling Load 35248 13666 17,590 13 Location of duct or system: Rating or Size 50 Output in Tons:2 Efficiency SEER /EER Natural Gas Natural Gas Electric 13ACXN024 Fuel Type Manufacturer Lennox Lennox Model ML193UH045 Average U-Factor (excludes skylights and one door ) U: 0.30 Solar Heat Gain Coefficient (SHGC): 0.30 R-value R-8 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Windows & Doors 000000Builders Associaton of Minnesota version 101014 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 2640 2640 .88 .88 .12 .12 1.6 1.4 NR 3352 503 503 260 375 375 175 88 01/21/2020 X KP