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Home My WebLink AboutLA188259 17975 Evening Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 2/3/21 DM RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR930.6'UPPER PLATE949.3'T.O. FOUNDATION928.9'T.O. FOUNDATION928.9'MAIN PLATE939.7'MAIN PLATE939.7'UPPER FLOOR941.2'MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"ALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDEFRIEZE BOARD TYP.VINYL BOARD &BATTEN TYP.VINYL LAP SIDING & VINYL CORNERS ALL SIDESCULTURED STONE W/CONCRETE CAP3' - 6"4" SMARTSIDE TRIM@ WINDOWS & DOORSTYP. -FRONT ONLYADDRESS STONE6" SMARTSIDE STORYBOARD TYP.4' - 0"4SEE COLUMN DETAIL SHEET A-5017" / 12"4" / 12"8" 12"GARAGE PLATE HEIGHT10' - 9 3/8"7" / 12"8" 12"RAILING PER CODE1/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:49 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-201OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XLSHEET INDEXSHEET NAME SHEET NUMBERELEVATION A-201ELEVATIONS A-202FOUNDATION PLAN A-401LOWER FLOOR A-402MAIN FLOOR A-403UPPER FLOOR A-404ROOF/ WINDOW SCHEDULE A-501DETAILS A-502Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/22/2021dmathews 24" RETURNSTYPICAL7" 12"7" / 12"8" / 12"8" / 12"8" / 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS @SIDES & REAR7" / 12"7" 12"4" 12"8" 12"24" RETURNSTYPICAL7" 12"4" 12"7" / 12"8" / 12"8" / 12"4:127" 12"STANDARD ENERGY HEELS @ 4:12 & 7:12 PITCH TYP.HEELS @ 8:12 PITCH TO MATCH18" OVERHANGS & 12" RAKES TYP.6 ROOF VENTS @ HOUSE4 ROOF VENTS @ GARAGE7" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"4" / 12"4" / 12"7" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:50 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-202OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XL1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 50' - 0"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"50' - 0"30' - 2"19' - 10"14' - 0"5' - 10"28' - 2"2' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE19' - 8"20' - 8"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE50' - 0"19' - 0 3/4"3' - 11 1/4"3' - 10 3/4"13' - 1 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.17' - 6"32' - 6"40' - 4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"28' - 4"16' - 6"11' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"30' - 6"1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.40' - 0"10' - 0"50' - 0"3' - 11"7' - 4"0' - 5"14' - 8"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.LEAVE A 12" GAP IN FOOTINGFOR PLUMBING:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE13' - 6"26' - 6"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE0' - 10 1/2"M.O.3' - 3"26' - 4 1/2"10' - 10"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:50 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-401OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XL1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.4' VANITYFAMILY ROOMBEDROOM #5BATH17' - 6"32' - 6"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"30' - 2"19' - 10"15' - 10"5' - 10"4' - 8"CO DET.18" FLOOR TRUSSESPER MFG. SPACING19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 7 1/2"2/4 x 6/8148" F.G. SHWRCLOSET2/6 x 6/842/6 x 6/8418" FLOOR TRUSSESPER MFG. SPACING14' - 0"5' - 10"28' - 2"2' - 0"11' - 8"16' - 6"UNEXCAVATED10' - 0"40' - 0"R & SH.2x67' - 7"1' - 11"3' - 7 3/4"26' - 10 1/4"SMOKEDET.*3-1/2" CONC. FLOOR*MECHANICALS MAY VARY19' - 8"20' - 8"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/SHEATHING2-2x10 W/2 TRIMMERS2-2x102-2x102-2x102-9 1/2" LSL@ 65"12" CANTILEVERABOVE50' - 0"40' - 4"4' - 3 1/4"7' - 4 3/4"3' - 11"12' - 9"0' - 4"16' - 8"11' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7' - 7 1/4"11' - 8 1/4"MECHANICAL2/4 x 6/81AIR EX.2" FOAM INSULATIONBETWEEN WALL & SLAB1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"2' - 0"30' - 6"28' - 4"50' - 0"50' - 0"13816' - 9"6' - 9"4' - 7"11' - 11"10' - 0"13' - 6"26' - 6"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE0' - 10 1/2"M.O.3' - 3"26' - 4 1/2"10' - 10"4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.SMOKEDET.2/8 x 6/862/6 x 6/84WORK-OUTROOM2-2x102-9 1/2" LSL3-9 1/2" LVL W/3 TRIMMERS2-9 1/2" LSL50' - 0"1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:51 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-402OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XLCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESBWP AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 17RDN 16RDN 3RDN 3R32' - 6"17' - 6"30' - 0"20' - 0"50' - 0"3/0 x 6/8 W/12" D.S. SL'S11KITCHENDINING ROOMGREAT ROOMFOYEROFFICEDWPORCH12"TRANSOM /6/0 x 6/8SLIDER152' - 0"5' - 11"5' - 0"17' - 1"6' - 0"14' - 0"18' - 10"31' - 2"20' - 2"11' - 0"9' - 6"12' - 6"4' - 6"6' - 9"6' - 9"50' - 0"2' - 1"16' - 0"2' - 1"1' - 3"8' - 0"1' - 9"0' - 10"5' - 2"1' - 0"11' - 0"7' - 4"SMOKEDET.4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE2-11 7/8" LSL4' - 1"4' - 0"12" CANT. ABOVE3' - 10"9' - 0"6' - 6"SEE COLUMN DETAIL SHEET A-5014' - 4"5' - 10"0' - 10"15' - 0"18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.3-2x10 W/2 TRIMMERS2-9 1/2" LSL W/3 TRIMMERS2-2x10TYP.0' - 4 1/2"30' - 6"2' - 0"2/8 x 6/8FIRE RATED72-2x1210' - 0"40' - 0"SNACK BAR19' - 4"20' - 8"4' - 0"1' - 4"PORTAL FRAME W/ HOLD DOWN3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.SINKSET FIREPLACE @ F.F. WRAPPED MANTELTO EXTERIOR WALLPOWDER3/0 x 6/8OPG.102-2x102-2x10 W/2 TRIMMERS2-2x102-11 7/8"LSL FLUSH W/3 TRIMMERS2-2x10 W/2 TRIMMERSPORTAL FRAME W/ HOLD DOWN2-2x102-2x103' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.5' - 0" B.W.P.2-2x1050' - 0"3' - 2 3/4"7' - 6"3' - 1"1' - 0"12' - 2"21' - 10"6' - 0"11' - 6"16' - 6"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"2-2x1028' - 0"9' - 8"11' - 0"40' - 0"KNEE WALL W/14" SPINDLES2-2x102-11 7/8"LSL FLUSH W/3 TRIMMERS2-11 7/8"LSL FLUSHW/ 2 TRIMMERS5/0 x 6/8FULL VIEW129" HEAT DUCT2' - 0"2' - 0"14' - 3"2' - 10"3' - 1"2' - 10"EQEQ1111116610ATTICACCESSB.W.P.4' - 0"B.W.P.2' - 0"B.W.P.2' - 0"B.W.P.1' - 9"STAINEDCABINETS16' x 8' O.H.GARAGEDOOR168' x 8' O.H.GARAGEDOOR1450' - 0"5' - 0" B.W.P.2/4 x 6/81PANTRY4' - 6"2' - 6"4' - 4"GAS LINE FOR RANGE1' - 0"GAS F.P.20' - 0"2' - 0"11' - 4"16' - 8"18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MUD ROOM3/0 x 6/892/4 x 6/81PED. SINK30" COOKTOPW/ WOOD HOOD ABOVEBUILT IN CORNEROVEN/MICRO16" SH.GARAGE13' - 6"26' - 6"6' - 0"7' - 3 1/2"5' - 8"5' - 8"28' - 0"2' - 6"SILL HEIGHT @ 44" 2-2x10RAILING PERCODE36" REFHHUS48HHUS482-2x101/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:51 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-403OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XLCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESBWPsAbove DN 17RBEDROOM #4LAUNDRYBEDROOM #3OWNER'S SUITEHALL1/2 WALL W/WOOD CAPSMOKEDET.SMOKEDET.6' VANITYCLOSETR & SH.2/6 x 6/84SMOKEDET.2/8 x 6/8PKT82/6 x 6/84R & SH.2/6 x 6/84BEDROOM #2GIRDER TRUSSCO DET.SMOKEDET.MFG. ROOF TRUSSESPER MFG. SPACINGATTICACCESS2' LINEN2/6 x 6/842/6 x 6/8PKT54:124:12GIRDERTRUSS13' - 0"27' - 0"3' - 0"28' - 0"29' - 0"2' - 0"26' - 6"13' - 6"R & SH.2/4 x 6/812/4 x 6/816' - 4"14' - 6"5' - 8"6' - 9"6' - 9"2/6 x 6/84CLOSETBATH2x63' VANITYR & SH.2/4 x 6/812/4 x 6/816' - 6"6' - 6"2' - 6"7' - 6"17' - 0"VAULT LINE2-2x10 W/2 TRIMMERS2-2x102-2x102-2x102' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.3' - 0" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.40' - 0"31' - 0"31' - 0"40' - 0"8' - 0"5' - 5"4' - 3"1' - 8"4' - 8"5' - 0"4' - 0 1/2"3' - 7 1/2"3' - 3"2' - 7"14' - 6"9' - 2"3' - 6"2' - 6"11' - 8 1/4"4' - 2 1/2"3' - 3 1/2"5' - 7 3/4"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"4' - 4"5' - 0"0' - 10"15' - 10"@ 65"@ 65"@ 65"@ 65"2-2x102-2x10 W/2 TRIMMERS5398825' TUB/SHWRSMOKEDET.DBL FRAMED FOR PLUMBING WALLKNEE WALL W/14" SPINDLESMFG. ROOF TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSESPER MFG. SPACINGEN SUITE2/4 x 6/8PKT32/4 x 6/8OPG.2TILESHOWERCOUNTERTOP OVERWASHER & DRYERW/ UPPERS ABOVEWASHERDRYER2x6THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:51 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-404OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XL1/4" = 1'-0"A-4041UPPER FLOOR PLANCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). WATCH DOG WATER PROOF COATINGFROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:52 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-501OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XL3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-5012TYP. WALL SECTIONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"2' - 6"5 WINDSOR NEXT DIMENSION 1 2424-2 FIXED 4' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"7 WINDSOR NEXT DIMENSION 1 4242 SL 3' - 6" 3' - 6" 7' - 2"8 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 6060 SL 5' - 0" 5' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"1/2" = 1'-0"A-5013TYP. COLUMNROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR WORK-OUT ROOM 109 SF 8' - 2"LOWER FLOOR FAMILY ROOM CARPET 412 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 177 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 66 SF 8' - 2"LOWER FLOOR MECHANICAL CONCRETE 75 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 48 SF 8' - 2" .LOWER FLOOR CLOSET WOOD 65 SF 8' - 2" .MAIN FLOOR GREAT ROOM CARPET 244 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 122 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 77 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 113 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 722 SF 10' - 9 3/8"MAIN FLOOR MUD ROOM VINYL 71 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 28 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 199 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 110 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 70 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 143 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 139 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 183 SF 8' - 1 1/8" VAULTEDUPPER FLOOR HALL CARPET 77 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 133 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 63 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 30 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 81 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 43 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 x 6/8 82 2/4 x 6/8 OPG. 13 2/4 x 6/8 PKT 14 2/6 x 6/8 85 2/6 x 6/8 PKT 16 2/8 x 6/8 17 2/8 x 6/8 FIRE RATED 18 2/8 x 6/8 PKT 19 3/0 x 6/8 110 3/0 x 6/8 OPG. 111 3/0 x 6/8 W/ 12" D.S. SL'S 112 5/0 x 6/8 FULL VIEW 113 6/0 x 6/8 SLIDER 114 8' x 8' O.H. GARAGE DOOR 115 12" TRANSOM / 6/0 x 6/8 SLIDER 116 16' x 8' O.H. GARAGE DOOR 1 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLAN3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER0' - 8"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONDRYVIT INSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:1/27/2021 8:33:53 AMTHE ROOD RESIDENCEL8, B4 - KNOB HILL17975 EVENING LANELAKEVILLE, MN 55044A-502OTT18112.3.20 TP1106111178512.7.20 TP1.14.21 TP1.22.21 TP11.6.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3002THE PAYTON XL1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5026TYP. LOOKOUT SECTION Upper Level Member Name Results Current Solution Comments Loft Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Closet Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Landing Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Main Level Member Name Results Current Solution Comments Kitchen Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch Dropped Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer (H) Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer (V) Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Stairs (H) Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Front Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 8' OHD Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Mudroom Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Pantry Flush Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mudroom Kitchen Opening Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Bedroom #5 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Window End Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Mechanical Room Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bathroom Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #5 WIC Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Work-Out Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 17975 Evening Lane, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 1 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary 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"15'20.0 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 NH; plan dated 12/7/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Loft Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 2 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary 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"15'20.0 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 NH; plan dated 12/7/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom # 2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 3 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)936 @ 0 1913 (1.50")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)191 @ 10 3/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)527 @ 1' 1 1/2"3946 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"345 591 936 None 2 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"15'20.0 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 NH; plan dated 12/7/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Closet Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 4 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1768 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1023 @ 10 3/4"2872 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1879 @ 2' 1 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.022 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"652 1116 1768 None 2 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 3"15'20.0 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 NH; plan dated 12/7/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stair Landing Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 5 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1143 @ 0 1913 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)597 @ 10 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1071 @ 1' 10 1/2"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"430 713 1143 None 2 - Trimmer - SPF 1.50"1.50"1.50"430 713 1143 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 9" o/c Bottom Edge (Lu)3' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 9"9' 6"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 3' 9"1'80.0 -Wall - Upper 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 NH; plan dated 12/7/2020. 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, Kitchen Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 6 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4064 @ 1 1/2"5738 (3.00")Passed (71%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2872 @ 1' 1/4"4308 Passed (67%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5146 @ 1' 11"5919 Passed (87%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.045 @ 3' 1"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.081 @ 3' 1 1/16"0.313 Passed (L/922)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"2.12"1809 1105 1901 4815 None 2 - Trimmer - SPF 3.00"3.00"1.50"1028 1105 549 2682 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary 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"8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1' 11"15'20.0 -35.0 Snow - Main 4 - Point (lb)1' 11"N/A 844 -1444 Linked from: Loft Window, 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 NH; plan dated 12/7/2020. 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, Dining Room Patio Door 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 7 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5786 @ 3' 9 3/4"5738 (4.50")Passed (101%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)2430 @ 6' 8 3/4"2872 Passed (85%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)-2244 @ 3' 9 3/4"3946 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.008 @ 5' 9 3/4"0.129 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.012 @ 5' 10"0.194 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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 1.50"1.50"1.50"728 584/-67 787 2099/- 67 None 2 - Trimmer - SPF 4.50"4.50"4.54"2513 1566 2799 6878 None 3 - Trimmer - SPF 4.50"4.50"3.26"1783 1566 1604 4953 None 4 - Trimmer - SPF 3.00"3.00"2.05"1107 626/-67 1384 3117/- 67 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 8" o/c Bottom Edge (Lu)11' 8" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 7 1/2"N/A 7.0 ---- 1 - Uniform (PSF)0 to 11' 7 1/2"8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 11' 7 1/2"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 6"15'20.0 -35.0 Snow - Main 4 - Point (lb)6' 6"N/A 844 -1444 Linked from: Bedroom # 2 Window, Support 1 5 - Point (lb)11' 6"N/A 844 -1444 Linked from: Bedroom # 2 Window, 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 NH; plan dated 12/7/2020. 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 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 8 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2612 @ 1 1/2"3825 (3.00")Passed (68%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1484 @ 1' 1/4"2498 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2916 @ 3' 3"3431 Passed (85%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.040 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.081 @ 3' 3"0.313 Passed (L/924)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"2.05"1398 910 709 3017 None 2 - Trimmer - SPF 3.00"3.00"2.05"1398 910 709 3017 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary 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"7'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch 4 - Point (lb)9"N/A 459 -289 Bedroom # 3 Window 5 - Point (lb)5' 9"N/A 459 -289 Bedroom # 3 Window 6 - Uniform (PSF)0 to 9"3'20.0 -35.0 Snow - Main 7 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)0 to 9"1'100.0 --Wall - Gable 9 - Uniform (PSF)5' 9" to 6' 6"1'100.0 --Wall - Gable 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 NH; plan dated 12/7/2020. 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, Office Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 9 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3338 @ 7' 7"7013 (5.50")Passed (48%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1561 @ 8' 7"2872 Passed (54%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3305 @ 7' 7"3946 Passed (84%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.122 @ 13' 6 1/2"0.367 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.189 @ 13' 6 7/8"0.550 Passed (L/700)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 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). •Allowed moment does not reflect the adjustment for the beam stability factor. •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 3.00"3.00"1.50"245 506 751 Blocking 2 - Stud wall - SPF 5.50"5.50"2.62"1264 2074 3338 Blocking 3 - Stud wall - SPF 5.50"5.50"1.50"587 982 1569 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 1" o/c Bottom Edge (Lu)8' 11" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 7"N/A 7.0 -- 1 - Uniform (PSF)0 to 19' 7" (Front)5'20.0 35.0 Snow - Porch 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 NH; plan dated 12/7/2020. 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, Front Porch Dropped Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 10 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3457 @ 1 1/2"4463 (3.00")Passed (77%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2297 @ 5' 3 1/8"9878 Passed (23%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4914 @ 2' 6 13/16"18346 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.033 @ 3' 2 1/8"0.153 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.062 @ 3' 2 1/8"0.306 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 3.00"3.00"2.32"1596 638 1844 4078 Blocking 2 - Hanger on 11 7/8" LVL beam 3.50"Hanger¹1.50"1683 671 1951 4305 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 13.0 ---- 1 - Uniform (PSF)0 to 6' 6 1/2" (Front)5'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 6' 6 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 6 1/2" (Front)1'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 2' 6" (Front)15'20.0 -35.0 Snow - Main 5 - Uniform (PSF)4' 6" to 6' 6 1/2" (Front)15'20.0 -35.0 Snow - Main 6 - Point (lb)2' 6" (Front)N/A 345 -591 Linked from: Closet Window, Support 1 7 - Point (lb)4' 6" (Front)N/A 345 -591 Linked from: Closet Window, Support 2 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 (H) Flush Beam 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 11 / 28 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 NH; plan dated 12/7/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 12 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9244 @ 1' 2 3/4"13956 (5.50")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)7701 @ 2' 5 3/8"9878 Passed (78%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)14217 @ 3' 3"18346 Passed (77%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.199 @ 6' 2 11/16"0.282 Passed (L/679)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.358 @ 6' 2 5/8"0.564 Passed (L/378)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - SPF 5.50"5.50"3.64"3978 980 5267 10225 Blocking 2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"858 587 887 2332 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 5" o/c Bottom Edge (Lu)12' 6" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 6"N/A 13.0 ---- 1 - Uniform (PSF)0 to 3' 3" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)3' 3" to 12' 9 1/2" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 3' 3" (Front)1'80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 3' 3" (Front)1'20.0 -35.0 Snow - Porch 5 - Point (lb)3' (Front)N/A 1820 -3185 Roof Girder 6 - Uniform (PSF)0 to 3' (Front)8' 6"20.0 -35.0 Snow - Main 7 - Point (lb)3' 3" (Front)N/A 1683 671 1951 Linked from: Foyer (H) Flush Beam, Support 2 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 (V) Flush Beam 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 13 / 28 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 NH; plan dated 12/7/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 14 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5442 @ 11' 2"8181 (5.50")Passed (67%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3679 @ 10' 5/8"8590 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)10376 @ 6' 1"15953 Passed (65%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.227 @ 5' 10"0.271 Passed (L/573)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.326 @ 5' 10 3/16"0.542 Passed (L/399)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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 Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.31"1021 2419 55 3495 Blocking 2 - Stud wall - SPF 5.50"5.50"3.66"1974 3468 832 6274 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 2" o/c Bottom Edge (Lu)11' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 13.0 ---- 1 - Uniform (PSF)0 to 4' (Front)8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)4' to 10' 6" (Front)13'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)10' 6" to 11' 6" (Front)14'15.0 40.0 -Floor - Upper Level 4 - Point (lb)10' 6" (Front)N/A 858 587 887 Linked from: Foyer (V) 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 NH; plan dated 12/7/2020. 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 Stairs (H) Flush Beam 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 15 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10137 @ 5' 10 1/2"11419 (4.50")Passed (89%)--1.0 D + 1.0 S (All Spans) Shear (lbs)559 @ 1' 1/2"7902 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1179 @ 3'11985 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 3'0.287 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"331 -525 856 None 2 - Trimmer - SPF 4.50"4.50"3.99"4323 980 5814 11117 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 2" o/c Bottom Edge (Lu)6' 2" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 1 1/2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 1 1/2"5'20.0 -35.0 Snow - Porch 2 - Point (lb)6' 1 1/2"N/A 3978 980 5267 Linked from: Foyer (V) 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 NH; plan dated 12/7/2020. 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 Front Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 16 / 28 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. 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 •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c 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 (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable 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 NH; plan dated 12/7/2020. 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, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 17 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1197 @ 1 1/2"3825 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)872 @ 1' 2 1/4"3493 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2470 @ 4' 4 1/2"5306 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.025 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.064 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1.50"737 459 1196 None 2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 -- 1 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable 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 NH; plan dated 12/7/2020. 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, Garage 8' OHD 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 18 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1192 @ 0 1913 (1.50")Passed (62%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)499 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)919 @ 1' 6 1/2"3946 Passed (23%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.003 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.006 @ 1' 6 1/2"0.154 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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 1.50"1.50"1.50"550 370 486 1406 None 2 - Trimmer - SPF 1.50"1.50"1.50"550 370 486 1406 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 1"6'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 1"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 1"9'20.0 -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 NH; plan dated 12/7/2020. 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, Mudroom Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 19 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2902 @ 1 1/2"4463 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2146 @ 1' 1/2"6872 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5446 @ 4'10422 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.126 @ 4'0.194 Passed (L/736)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.176 @ 4'0.387 Passed (L/528)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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 3.00"3.00"1.95"822 2080 2902 Blocking 2 - Stud wall - SPF 3.00"3.00"1.95"822 2080 2902 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 -- 1 - Uniform (PSF)0 to 8' (Front)13'15.0 40.0 Floor - Upper 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 NH; plan dated 12/7/2020. 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, Pantry Flush Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 20 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1501 @ 0 1913 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)694 @ 10 3/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1251 @ 1' 8"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.111 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 8"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"418 1083 1501 None 2 - Trimmer - SPF 1.50"1.50"1.50"418 1083 1501 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"16' 3"15.0 40.0 Floor - Upper 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 NH; plan dated 12/7/2020. 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, Mudroom Kitchen Opening 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 21 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3147 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1993 @ 1' 1/4"2498 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2986 @ 2' 9"3431 Passed (87%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.034 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.057 @ 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"2.47"1229 1918 3147 None 2 - Trimmer - SPF 3.00"3.00"2.47"1229 1918 3147 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 6"7' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 1'9' 6"15.0 40.0 Floor - Upper Level 4 - Uniform (PSF)4' 6" to 5' 6"9' 6"15.0 40.0 Floor - Upper Level 5 - Uniform (PSF)0 to 1'1'80.0 -Wall - Upper Level 6 - Uniform (PSF)4' 6" to 5' 6"1'80.0 -Wall - Upper Level 7 - Point (lb)1'N/A 430 713 Linked from: Kitchen Window, Support 1 8 - Point (lb)4' 6"N/A 430 713 Linked from: Kitchen Window, 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 NH; plan dated 12/7/2020. 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 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 22 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6470 @ 1 1/2"7613 (3.00")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1966 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4348 @ 3' 3"10422 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.066 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.098 @ 3' 3"0.313 Passed (L/763)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.55"2753 3055 1901 7709 None 2 - Trimmer - SPF 3.00"3.00"1.98"1972 3055 549 5576 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 6"8'15.0 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"7'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 1809 1105 1901 Linked from: Dining Room Patio Door, Support 1 5 - Point (lb)6' 6"N/A 1028 1105 549 Linked from: Dining Room Patio Door, 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 NH; plan dated 12/7/2020. 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 Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 23 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8754 @ 1 1/2"11419 (3.00")Passed (77%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6951 @ 1' 1/2"9476 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)16160 @ 4' 1 7/8"17662 Passed (91%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.200 @ 4' 2 1/2"0.275 Passed (L/496)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.343 @ 4' 2 7/16"0.412 Passed (L/288)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.30"3663 4248 2540 10451 None 2 - Trimmer - SPF 3.00"3.00"2.03"3201 4154 1863 9218 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 14.5 ---- 1 - Uniform (PSF)0 to 8' 6"8' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)2' 3"N/A 2513 1566 2799 Linked from: Great Room Window, Support 2 5 - Point (lb)6'N/A 1783 1566 1604 Linked from: Great Room Window, Support 3 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 NH; plan dated 12/7/2020. 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 Window End 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 24 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1858 @ 0 1913 (1.50")Passed (97%)--1.0 D + 1.0 L (All Spans) Shear (lbs)990 @ 10 3/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1781 @ 1' 11"3431 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.012 @ 1' 11"0.128 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.017 @ 1' 11"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"517 1342 1859 None 2 - Trimmer - SPF 1.50"1.50"1.50"517 1342 1859 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 10" o/c Bottom Edge (Lu)3' 10" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 10"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 10"17' 6"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 NH; plan dated 12/7/2020. 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, Mechanical Room Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 25 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2918 @ 2' 9"3806 (1.50")Passed (77%)--1.0 D + 1.0 L (All Spans) Shear (lbs)808 @ 1' 10"6872 Passed (12%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1347 @ 1' 8 11/16"10422 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 1' 5 3/16"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.011 @ 1' 5 3/16"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"441 1120 1561 None 2 - Trimmer - SPF 1.50"1.50"1.50"843 2075 2918 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 9" o/c Bottom Edge (Lu)2' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)2' 3" to 2' 9"1'90.0 -Wall - Main Level 3 - Uniform (PSF)2' 3" to 2' 9"16' 3"15.0 40.0 Floor - Upper Level 4 - Point (lb)2' 3"N/A 418 1083 Linked from: Mudroom Kitchen Opening , 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 NH; plan dated 12/7/2020. 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, Bathroom Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 26 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1239 @ 0 1913 (1.50")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)432 @ 10 3/4"2498 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)852 @ 1' 4 1/2"3431 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.004 @ 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"345 894 1239 None 2 - Trimmer - SPF 1.50"1.50"1.50"345 894 1239 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 9" o/c Bottom Edge (Lu)2' 9" o/c 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"16' 3"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 NH; plan dated 12/7/2020. 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 WIC Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 27 / 28 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2785 @ 0 3806 (1.50")Passed (73%)--1.0 D + 1.0 L (All Spans) Shear (lbs)928 @ 11"6872 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1915 @ 1' 4 1/2"10422 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.011 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.015 @ 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"860 1925 2785 None 2 - Trimmer - SPF 1.50"1.50"1.50"860 1925 2785 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 9" o/c Bottom Edge (Lu)2' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 9"17' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 2' 9"N/A 90.0 -Wall - Main 3 - Uniform (PSF)0 to 2' 9"17' 6"15.0 40.0 Floor - Upper 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 NH; plan dated 12/7/2020. 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, Work-Out Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/18/2021 8:16:14 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 17975 Evening Lane, Lakeville, MN Topaz - Payton XL 17975 Evening Lane, Lakeville, MN 1/18/21; #24585 Page 28 / 28 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) KP 02/12/21 X