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Home My WebLink AboutLA171601 17874 Essex Lane 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 ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 07/31/2019dmathews Secure door closed until deck is constructed with a separate permit. 4' WSP4' WSP4' WSP4' WSP4' WSP4' WSP 8' LIB 8' LIB 4' WSP 4' WSP4' WSP4' WSP4' WSP4' WSP4' WSP4' WSP 4' WSP 4' WSP UFER Ground -Min. 15" clearance to anyobstruction from center of W.C., 24" in front(typ).5.17' LIB5.17' LIB5.17' LIB5.17' LIBPFH PFH 5.17' LIB 5.17' LIB 4' WSP 4' WSP 5.17' LIB5.17' LIB5.17' LIB3' WSP5.17' LIB 5.17' LIB5.17' LIB5.17' LIB 4' WSP5.17' LIB5.17' LIB5.17' LIB ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR MORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THE BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS. (UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED. ADJUSTMENT OF SPACING MAY BE REQUIRED.PLACE LAYDOWN GABLE "GX" HEREPLACE LAYDOWN GABLE "DX" HEREPLACE LAYDOWN GABLE "HX" HEREPLACE LAYDOWN GABLE "DX2" HERE PLACE LAYDOWN GABLE "DX3" HERE DROPPED BEAM(supplied by others) VAULT ---->> VAULT ---->> SLOPED WALL *** GREEN WALLS & TOP OF PORCH BEAMS *** DROPPED 2-8-8 FROM OTHER UPPER STORY WALLS *** ORANGE WALLS DROPPED 6-5-14 FROM ***UPPER STORY PLATE HEIGHT SALES REP: LLC DUE DATE: 1/24/2019 DSGNR/CHKR: DW / ABC TC Live TC Dead BC Live BC Dead Total 35.00 psf 10.00 psf 0.00 psf 10.00 psf 55.00 psf WO#: T87771 SCALE: 1"=6' 6" Date: 1/24/2019 13:20 DurFac-Lbr : 1.15 DurFac-Plt : 1.15 O.C. Spacing: 2 Design Spec: IRC-2012 #Tr/#Cfg: 96 / 54 AMBER LYMAN CHAN 17838 ESSEX LN LAKEVILLE MN C 1-11-4 2-0 H3 1-8-122-0 1-11-4 D 2-0-12 D1 2-0 D2 2-0 D3 2-0 D4 2-0 D5 2-0 D6 2-0 D7 2-0 D8 2-0 D9 2-0 A A1 1-10 F3 F21-11-42-02-0VA 2-1-4 VB 2-0 VC 2-0 VD 2-0 VE 2-0 VF 2-0 VG 2-0 VH 2-0 VJ 2-0 E H2 2-0H1 2-0H 2-0G12-02-02-02-02-02-02-0G12-0G22-0G32-0DR1-11-42-02-02-02-02-02-02-02-02-02-0GD 1-11-4 GC 2-0 GB 2-0 2-0 2-0 2-0 2-0 2-0 2-0 2-0 2-0 2-0 2-0 GB2-0 B G R GE1-11-4HC HB HA HRXA XB XC (11) DA (4) F(9) F1 (6) G (10) GA(4) C1(2) B1(2) FA 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 Fopyer 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 3 Piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 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 2 Piece(s) 2 x 10 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 Flex Room Dropped Beam Passed 3 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL 17874 Essex Lane, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 7/8/2019 9:56:00 AM Page 1 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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"2.03"954 1636 2590 None 2 - Trimmer - SPF 3.00"3.00"2.03"954 1636 2590 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)2591 @ 1 1/2"3825 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1629 @ 1' 1/4"2872 Passed (57%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3246 @ 2' 9"3946 Passed (82%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.037 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.058 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 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. 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 Brandl Anderson, Plan Date; 6/25/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"17'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 7/8/2019 9:56:00 AM Page 2 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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, Fopyer 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 Brandl Anderson, Plan Date; 6/25/2019 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 7/8/2019 9:56:00 AM Page 3 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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 Brandl Anderson, Plan Date; 6/25/2019 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 7/8/2019 9:56:00 AM Page 4 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 3 piece(s) 2 x 12 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"1.60"1150 1914 3064 None 2 - Trimmer - SPF 3.00"3.00"1.60"1150 1914 3064 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)3064 @ 1 1/2"5738 (3.00")Passed (53%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2232 @ 1' 2 1/4"5240 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6325 @ 4' 4 1/2"7960 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.069 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.110 @ 4' 4 1/2"0.425 Passed (L/927)--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. •Applicable calculations are based on NDS. 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 Brandl Anderson, Plan Date; 6/25/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 12.8 1 - Uniform (PSF)0 to 8' 9"12' 6"20.0 35.0 Snow - Garage Forte v5.5, Design Engine: V7.3.2.4 7/8/2019 9:56:00 AM Page 5 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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 Brandl Anderson, Plan Date; 6/25/2019 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 7/8/2019 9:56:00 AM Page 6 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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 Brandl Anderson, Plan Date; 6/25/2019 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 7/8/2019 9:56:00 AM Page 7 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.62"1520 798 1636 3954 None 2 - Trimmer - SPF 3.00"3.00"2.62"1520 798 1636 3954 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)3345 @ 1 1/2"3825 (3.00")Passed (87%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)857 @ 1' 1/4"2498 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1708 @ 2' 9"3431 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.018 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.031 @ 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 Brandl Anderson, Plan Date; 6/25/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"7' 3"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Point (lb)0 N/A 954 -1636 Linked from: Master Bedroom Window, Support 1 4 - Point (lb)5' 6"N/A 954 -1636 Linked from: Master Bedroom Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 7/8/2019 9:56:00 AM Page 8 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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"1.74"1253 2080 455 3788 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)3333 @ 1 1/2"5738 (3.00")Passed (58%)--1.0 D + 1.0 L (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 Brandl Anderson, Plan Date; 6/25/2019 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 Forte v5.5, Design Engine: V7.3.2.4 7/8/2019 9:56:00 AM Page 9 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.71"1212 943 341 2496 None 2 - Trimmer - SPF 3.00"3.00"1.71"1212 943 341 2496 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)2174 @ 1 1/2"3825 (3.00")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1105 @ 1' 1/4"2498 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2421 @ 3' 3"3431 Passed (71%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.036 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.061 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, 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 Brandl Anderson, Plan Date; 6/25/2019 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 7.0 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 7/8/2019 9:56:00 AM Page 10 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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 Brandl Anderson, Plan Date; 6/25/2019 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 7/8/2019 9:56:00 AM Page 11 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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 Brandl Anderson, Plan Date; 6/25/2019 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 7/8/2019 9:56:00 AM Page 12 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.76"1909 4800 6709 None 2 - Trimmer - SPF 3.00"3.00"1.76"1909 4800 6709 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)6709 @ 1 1/2"11419 (3.00")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5323 @ 1' 2 7/8"11845 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)19297 @ 6'26772 Passed (72%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.260 @ 6'0.392 Passed (L/543)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.363 @ 6'0.587 Passed (L/388)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam 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 12' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' o/c unless detailed otherwise. Lower Level, Flex Room Dropped BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Brandl Anderson, Plan Date; 6/25/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 12'N/A 18.2 1 - Uniform (PSF)0 to 12' (Front)20'15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 7/8/2019 9:56:00 AM Page 13 of 13 17874 Essex Lane, 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 Tirunehe Residence 17874 Essex Lane, Lakeville, MN 7/5/2019 Job# 23618 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%95% 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 New Construction Energy Code Compliance Certificate Heating System MECHANICAL SYSTEMS R-value R-8 Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Cooling System Make-up Air Select a Type Perimeter of Slab on Grade R10 Rigid Exterior, R10 Int closed cellRigid, IsocynurateMineral FiberboardRigid, Extruded Polystyrene Total ventilation (intermittent + continuous) rate in cfms: Capacity continuous ventilation rate in cfms: City Mailing Address of the Dwelling or Dwelling Unit Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. 50 Location of duct or system: Rating or Size Efficiency Lennox Electric 13SEER /EER Output in Tons:1.5 13ACXN018 Location of duct or system: 192 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): Combustion Air Select a Type Balanced Ventilation capacity in cfms: High: High: Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 34742 11356 Residential Load Calculation Heating Loss 82 15,280 Building envelope air tightness: Describe other insulated areas Windows & Doors MECHANICAL VENTILATION SYSTEM Cooling LoadHeating Gain 17874 Essex Lane R-5 where required Lakeville Type: Check All That Apply Insulation Location Foundation Wall Model Appliances Lennox Manufacturer Fuel Type Natural Gas ML195UH045 0.30 Solar Heat Gain Coefficient (SHGC): Natural Gas Domestic Water Heater Ceiling, flat Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Average U-Factor (excludes skylights and one door ) U: 0.30 Foam, Closed CellTotal R-Value of all Types of Insulation Below Entire Slab Rim Joist (2nd Floor+) Rim Joist (1st Floor) R10 Rigid Exterior, R10 Int closed cell R5 Exterior, R19 Batts Attic Name of Residential Contractor MN License Number RADON CONTROL SYSTEMTHERMAL ENVELOPE Foam Open CellNon or Not ApplicableFiberglass, BlownBC604388Brandl Anderson Homes Wall Fiberglass, Batts000000Builders 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 1.4 240 375 375 NR 3352 503 503 175 88 07/18/19 X KP