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Home My WebLink AboutLA172472 - 7908 204th St 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: 07/29/19 X KP ______________*Must provide MPCA transfer number once assigned Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 08/19/2019shutchins Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 08/19/2019shutchins (2)9-1/2" LSL (3)2x10 (2)2x10 (2)2x10(2)2x10 (2)11-7/8 LSL 4 4 4 4 (3)9-1/2" LSL (3)2x12 Top plates may need to be removed, verify with specs/layout. LIB LIB LIB LIB 5.17 5.17 4 4 4 4 4 4 4 PFH PFH 4 4 4 4 4 4 LIB LIB LIB 5.17 5.17 5.17 Main Level Member Name Results Current Solution Comments Master Bedroom Window Passed 3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Great Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dinette Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mud Room Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 8' Garage Door Passed 3 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Door Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Porch Roof Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom 3 Window Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bedroom 2 Window Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Rear Left Basement Patio Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom 4 Window Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bedroom 5 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom 5 Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom 4 Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Right Dropped Beam Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Family Room Middle Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Family Room Left Dropped Beam Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Squash Blocks Required 7908 204th St. W. Lakeville, MN CALC PACKAGE REPORT ForteWEB Software Operator Job Notes Kyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com 6/19/2019 4:34:28 PM UTC Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5666 @ 1 1/2"9788 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4277 @ 1' 1/2"16551 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)11341 @ 4' 3"14912 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.207 @ 4' 3"0.275 Passed (L/478)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.329 @ 4' 3"0.412 Passed (L/301)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.74"2096 3570 5666 None 2 - Trimmer - SPF 3.00"3.00"1.74"2096 3570 5666 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 13.0 -- 1 - Uniform (PSF)0 to 8' 6"24'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Master Bedroom Window 3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 2 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1370 @ 0 1913 (1.50")Passed (72%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1049 @ 2' 4 1/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1171 @ 3' 3 3/4"3946 Passed (30%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.004 @ 1' 6 7/8"0.110 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.006 @ 8' 5 5/16"0.166 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 10' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"484 886 1370 None 2 - Trimmer - SPF 4.50"4.50"2.96"1351 2421 3772 None 3 - Trimmer - SPF 4.50"4.50"2.96"1351 2421 3772 None 4 - Trimmer - SPF 1.50"1.50"1.50"484 886 1370 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10'N/A 7.0 -- 1 - Uniform (PSF)0 to 10'18'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 3 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3252 @ 1 1/2"5738 (3.00")Passed (57%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2230 @ 1' 1/4"4308 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4885 @ 3' 3"5919 Passed (83%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.052 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.083 @ 3' 3"0.313 Passed (L/907)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.70"1204 2048 3252 None 2 - Trimmer - SPF 3.00"3.00"1.70"1204 2048 3252 None Dead Snow Vertical Loads Location (Side)Tributary 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"18'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dinette Patio Door 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 4 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2991 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1159 @ 1' 1/4"2872 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2133 @ 1' 8"3946 Passed (54%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.013 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.35"1095 1896 2991 None 2 - Trimmer - SPF 3.00"3.00"2.35"1095 1896 2991 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"32' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mud Room Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 5 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2944 @ 1 1/2"5738 (3.00")Passed (51%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2145 @ 1' 2 1/4"5240 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6076 @ 4' 4 1/2"7960 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.066 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.106 @ 4' 4 1/2"0.425 Passed (L/965)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.54"1106 1838 2944 None 2 - Trimmer - SPF 3.00"3.00"1.54"1106 1838 2944 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 12.8 -- 1 - Uniform (PSF)0 to 8' 9"12'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 3 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 6 / 2 0 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 2015 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. Bearing Length 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 Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PLF)0 to 16' 9"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 7 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5079 @ 1 1/2"6525 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3316 @ 1' 1/2"11034 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6997 @ 3'9941 Passed (70%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.106 @ 3'0.192 Passed (L/652)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.167 @ 3'0.287 Passed (L/413)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.34"1864 3216 5080 None 2 - Trimmer - SPF 3.00"3.00"2.34"1864 3216 5080 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6'N/A 8.7 -- 1 - Uniform (PSF)0 to 6'30' 7 1/2"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Door 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 8 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2106 @ 18' 7 1/2"7013 (5.50")Passed (30%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)2070 @ 12' 3 1/4"2872 Passed (72%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3880 @ 11'3946 Passed (98%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.065 @ 15' 1 1/8"0.254 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.095 @ 15' 1 7/8"0.381 Passed (L/966)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 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 12' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 5" o/c unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 12.00"12.00"1.50"502 877 1379 Blocking 2 - Stud wall - SPF 12.00"12.00"3.51"1673 2798 4471 Blocking 3 - Stud wall - SPF 5.50"5.50"1.65"749 1357 2106 Blocking Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 11 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 6" (Front)5'20.0 35.0 Snow - Main 2 - Uniform (PSF)11' 6" to 18' 11 1/2" (Front)11'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Porch Roof Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 9 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5503 @ 1 1/2"6525 (3.00")Passed (84%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3739 @ 1' 1/2"11034 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8267 @ 3' 3"9941 Passed (83%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.143 @ 3' 3"0.208 Passed (L/526)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.225 @ 3' 3"0.313 Passed (L/333)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 2" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.53"2019 3484 5503 None 2 - Trimmer - SPF 3.00"3.00"2.53"2019 3484 5503 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 8.7 -- 1 - Uniform (PSF)0 to 6' 6"30' 7 1/2"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bedroom 3 Window 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 0 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4318 @ 1 1/2"6525 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2934 @ 1' 1/2"11034 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6488 @ 3' 3"9941 Passed (65%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.112 @ 3' 3"0.208 Passed (L/671)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.177 @ 3' 3"0.313 Passed (L/424)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.99"1588 2730 4318 None 2 - Trimmer - SPF 3.00"3.00"1.99"1588 2730 4318 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 8.7 -- 1 - Uniform (PSF)0 to 6' 6"24'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Bedroom 2 Window 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 1 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2192 @ 1 1/2"3825 (3.00")Passed (57%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1504 @ 1' 1/4"2498 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3294 @ 3' 3"3431 Passed (96%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.052 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.084 @ 3' 3"0.313 Passed (L/897)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 2" 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.72"827 1365 2192 None 2 - Trimmer - SPF 3.00"3.00"1.72"827 1365 2192 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 6"10' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Wall - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Rear Left Basement Patio Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 2 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3827 @ 1 1/2"6525 (3.00")Passed (59%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3035 @ 1' 1/2"11034 Passed (28%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6717 @ 2' 6"9941 Passed (68%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.075 @ 2' 6"0.175 Passed (L/844)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.127 @ 2' 6"0.262 Passed (L/498)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.76"1554 1705 1326 4585 None 2 - Trimmer - SPF 3.00"3.00"1.62"1426 1705 1095 4226 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 8.7 ---- 1 - Uniform (PSF)0 to 5' 6"8' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)2' 6"N/A 1351 -2421 Linked from: Great Room Window, Support 2 4 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom 4 Window 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 3 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5192 @ 1 1/2"5738 (3.00")Passed (90%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3563 @ 1' 1/4"4308 Passed (83%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4743 @ 1' 10 3/16"5919 Passed (80%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.033 @ 2' 7 5/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.056 @ 2' 7 1/4"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 2015 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.71"2172 1705 2321 6198 None 2 - Trimmer - SPF 3.00"3.00"1.50"1121 1705 515 3341 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary 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"8' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1' 3"18'20.0 -35.0 Snow - Main 4 - Point (lb)1' 3"N/A 1204 -2048 Linked from: Dinette Window, Support 1 5 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom 5 Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 4 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1614 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 L (All Spans) Shear (lbs)623 @ 10 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1177 @ 1' 5 1/2"3431 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 5 1/2"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 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 2015 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"448 1167 1615 None 2 - Trimmer - SPF 1.50"1.50"1.50"448 1167 1615 None Dead Floor Live Vertical Loads Location (Side)Tributary 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"20'15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom 5 Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 5 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1614 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 L (All Spans) Shear (lbs)623 @ 10 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1177 @ 1' 5 1/2"3431 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 5 1/2"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 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 2015 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"448 1167 1615 None 2 - Trimmer - SPF 1.50"1.50"1.50"448 1167 1615 None Dead Floor Live Vertical Loads Location (Side)Tributary 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"20'15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom 4 Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 6 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)615 @ 0 1913 (1.50")Passed (32%)--1.0 D + 1.0 L (All Spans) Shear (lbs)214 @ 10 3/4"2498 Passed (9%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)423 @ 1' 4 1/2"3431 Passed (12%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.001 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.002 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"175 440 615 None 2 - Trimmer - SPF 1.50"1.50"1.50"175 440 615 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 9"2'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 2' 9"6'15.0 40.0 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Stairs Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 7 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9354 @ 4"11963 (5.50")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1366 @ 3' 11 3/4"9595 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2641 @ 2' 6 1/4"8645 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.033 @ 2' 7 1/16"0.152 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.045 @ 2' 7 1/16"0.228 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 1" o/c unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - SPF 5.50"5.50"4.30"2615 6739 9354 Blocking 2 - Stud wall - SPF 3.50"3.50"1.87"665 1716 2381 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 3/4"N/A 8.7 -- 1 - Uniform (PSF)0 to 1' 6" (Front)27' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)1' 6" to 5' 3/4" (Front)16' 10 1/2"15.0 40.0 Floor - Main Level 3 - Point (lb)0 (Front)N/A 1715 4400 Linked from: Family Room Middle Flush Beam, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Right Dropped Beam 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 8 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6115 @ 4"13956 (5.50")Passed (44%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4344 @ 1' 5 3/8"8590 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13317 @ 5'15953 Passed (83%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.233 @ 5'0.311 Passed (L/481)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.323 @ 5'0.467 Passed (L/346)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' o/c unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - SPF 5.50"5.50"2.41"1715 4400 6115 Blocking 2 - Column - SPF 5.50"5.50"2.41"1715 4400 6115 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10'N/A 13.0 -- 1 - Uniform (PSF)0 to 10' (Front)22'15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Middle Flush Beam 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 1 9 / 2 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4247 @ 5' 5 1/2"7013 (5.50")Passed (61%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2345 @ 1' 5 1/2"9595 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4597 @ 3'8645 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.063 @ 3'0.164 Passed (L/938)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.087 @ 3'0.246 Passed (L/678)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 10" o/c unless detailed otherwise. •WARNING: The 12230 lbs load above support located at 5' 5 1/2" exceeds squash block capacity. Member design has not considered this load. Special consideration is required by the Designer of Record. • Squash Blocks are assumed to carry all loads applied directly above them, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 8.00"8.00"3.58"1264 3300 4564 Blocking 2 - Stud wall - SPF 5.50"5.50"3.33"4606 11871 16477 Blocking, Squash Blocks Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 9 1/2"N/A 8.7 -- 1 - Uniform (PSF)0 to 5' 9 1/2" (Front)27' 6"15.0 40.0 Floor - Main Level 2 - Point (lb)5' 9 1/2" (Front)N/A 1715 4400 Linked from: Family Room Middle Flush Beam, Support 1 3 - Point (lb)5' 9 1/2" (Front)N/A 1715 4400 Linked from: Family Room Middle Flush Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson. Plan dated 6/10/2019. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Left Dropped Beam 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 6/19/2019 4:34:28 PM UTCKyle Hoffman, EWP Specialist Lyman Lumber Company (952) 470-4864 kyle_hoffman@lymanlumber.com ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: 7908 204th St. W. Lakeville, MN Brandl Anderson Homes 7904 204th St. W. Lakeville, MN #23586 6/18/2019 P a g e 2 0 / 2 0 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device ) X 15 X X 20 X X 20 X X 19 + 5 X X 49 X 49 X 38 X 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:66,000 Capacity in Gallons:Other, describe: Heat Loss:53,691 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" " round duct OR Flex " metal duct Fi b e r g l a s s , B l o w n 7908 204th St W Name of Residential Contractor Brandl Anderson Homes MN License Number BC604388 City Lakeville Mailing Address of the Dwelling or Dwelling Unit Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. 0.30 Average U-Factor (excludes skylights and one door ) U: Lennox Manufacturer Structure's Calculated Efficiency Fo a m O p e n C e l l Mi n e r a l F i b e r b o a r d Fo a m , C l o s e d C e l l Fi b e r g l a s s , B a t t s Ri g i d , E x t r u d e d P o l y s t y r e n e Ri g i d , I s o c y n u r a t e Ceiling, vaulted Perimeter of Slab on Grade Below Entire Slab Foundation Wall Rim Joist (Foundation) Rim Joist (1st Floor+) 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 No n o r N o t A p p l i c a b l e 0.30 R-value R-8 in garage area Solar Heat Gain Coefficient (SHGC): Lennox Electric Continuous exhausting fan(s) rated capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Calculated cooling load: Location of duct or system: Total ventilation (intermittent + continuous) rate in cfms: Heat Recover Ventilator (HRV) Capacity in cfms: 20,870 Capacity continuous ventilation rate in cfms: High:82 192 95% SEER: AFUE or HSPF% RO50-42NRH67PV5ML195UH070XP 13ACXN024 Rating or Size 2 Rheem Model High: 50 Output in Tons: Heat Gain: 13 16,580 Select a Type Bonus room over garage Describe other insulated areas Wall Ceiling, flat R-5 Exterior Rigid & R-19 Batts Bay Windows or cantilevered areas Gas Cooling System Domestic Water Heater Gas Fuel Type Location of duct or system: Select a Type R-10 Exterior Rigid & R-10 Interior Closed Cell R-5 Exterior Rigid & R-38 in Cavities R-10 Exterior & R-5 where required Interior R-10 Exterior Rigid & R-10 Interior Closed Cell Other Please Describe Here Created by BAM version 052009 ELANDER MECHANICAL 5 7908 204th St W 6/12/2019 Colin 3597 170 85 Combustion and Make-Up Air submittal form Single Family and two family dwellings X 82 192 X Not Required 0 375 375 NR 3597 540 240 540 X 6" FLEX X X 40,000 40,000 3,000 3000 40,000 40,000 13.33 13.33 2673 2673 .89 .89 .11 .11 1.5 1.2