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Home My WebLink AboutLA199954-17866 Evershed Way 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 2/23/22 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: MAIN FLOOR1' -8 1/4"UPPER PLATE20' -5 1/4"T.O. HOUSE FOUNDATION0' -0"T.O. HOUSE FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -4 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT11' - 9 3/8"ALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDEFRIEZE BOARD TYP.VINYL BOARD& BATTEN TYP.VINYL LAP SIDINGW/ 4" SMARTSIDE CORNERS @ FRONTCULTURED STONE W/CONCRETE CAP3' - 6"4" SMARTSIDE TRIM@ WINDOWS & DOORSTYP. ADDRESS STONET.O. GARAGE FOUNDATION-1' -0"SEE COLUMNDETAIL SHEET A-501(3) 6"x6"x30" CORBEL1' - 0"7" / 12"4" / 12"8" 12"5" 12"8" 12"1/4" = 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:2/23/2022 1:21:45 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-201OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II XLSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/04/2022dmathews 24" RETURNSTYPICAL7" / 12"8" / 12"7" 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERSLANDSCAPE RETAININGWALL BY OTHERS ASREQUIRED 7" 12"5" 12"7" / 12"24" RETURNSTYPICALLANDSCAPE RETAININGWALL BY OTHERS ASREQUIRED8" / 12"7" / 12"5" / 12"4" 12"7" 12"8" / 12"STANDARD ENERGY HEELS @ 4:12 & 7:12 PITCH TYP.W/ 8:12 FASCIA LINES TO MATCH 18" OVERHANGS & 12" RAKES TYP.6 ROOF VENTS @ HOUSE4 ROOF VENTS @ GARAGE4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 12"7" / 12"5" / 12"8" / 12"8" / 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:2/23/2022 1:21:46 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-202OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II 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. 52' - 0"1' - 10"21' - 10"4' - 0"18' - 10"20' - 2"11' - 0"22' - 10"31' - 2"54' - 0"1' - 8 1/2"8' - 3" M.O.1' - 0 1/2"1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"2' - 0"22' - 6"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" 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 CODE8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 20" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 0"8' - 0"42' - 0"4' - 0"2' - 0"13' - 6"26' - 6"19' - 8"22' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE15' - 1"7' - 4"3' - 11"15' - 3 3/4"3' - 9"3' - 11 1/4"3' - 11 1/4"5' - 7 1/2"7' - 5 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL 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 CODE27' - 6"24' - 6"42' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"28' - 4"16' - 6"11' - 8"14' - 9 1/4"11' - 6 3/4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.11' - 10"16' - 6"LEAVE A 12" GAP IN FOOTING FOR PLUMBING STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.TOP OF GARAGE FOUNDATIONTO DROP 12" FROM THE TOP OFHOUSE FOUNDATIONTOP OF GARAGE FOUNDATION WALL TO MATCH TO OF HOUSE FOUNDATION WALL.52' - 0"30' - 2"21' - 10"2' - 0"28' - 2"5' - 10"16' - 0"6' - 6"27' - 6"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY5' - 10 1/4"6' - 3 1/2"6' - 6 1/2"7' - 9 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAYLANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED0' - 4":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.: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.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:2/23/2022 1:21:47 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-401OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II XL1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDSUMPW. H.F. D.4' VANITYFAMILY ROOMBEDROOM #5BATH27' - 6"24' - 6"1' - 10"21' - 10"4' - 0"18' - 10"20' - 2"11' - 0"22' - 10"31' - 2"2' - 0"28' - 2"5' - 10"16' - 0"15' - 10"5' - 10"4' - 8"CO DET.SMOKEDET.2' - 0"22' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11"48" F.G. SHWRCLOSET32/6 x 6/8R.O. 2' -8" x 6' -11"11' - 8"16' - 6"UNEXCAVATED2' - 0"13' - 6"26' - 6"6' - 9"6' - 9"9' - 0"12' - 4"5' - 2"2x67' - 7"5' - 6 3/4"4' - 0"22' - 10 1/4"SMOKEDET.*3-1/2" CONC. FLOOR*MECHANICALS MAY VARY19' - 8"22' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/SHEATHING2-2x10 W/2 TRIMMERS2-2x102-2x104' - 0 1/4"2' - 6"10' - 3"0' - 4"16' - 9 1/4"11' - 6 3/4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.15' - 1"3' - 6"MECHANICALAIR EX.2" FOAM INSULATIONBETWEEN WALL & SLABW.S.4' - 0"42' - 0"8' - 0"21' - 10"30' - 2"52' - 0"11' - 10"16' - 6"28' - 4"52' - 0"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"15' - 3 1/2"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"106/0 x 6/8 SLIDER66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"23' - 0"5' - 2"R & SH.22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"HINGED LINEN CABINET HIDDEN ROOM42' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING42/8 x 6/8R.O. 2' -10" x 6' -11"2-9 1/2" LSLW/ 2 TRIMMERS 54' - 0"6' - 6"27' - 6"54' - 0"TOP OF GARAGE FOUNDATIONTO DROP 12" FROM THE TOP OFHOUSE FOUNDATIONFURNACE4' - 0" B.W.P.4' - 0" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.2' - 8" B.W.P.8' - 0" B.W.P.4' - 0" B.W.P.15'-6" OF WALL BRACING REQUIRED BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET (4)LIGHTS 12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.2-2x62-2x62-2x102-9 1/2" LSL2-9 1/2" LVL W/ 3 TRIMMERS 3-2x103-9 1/2" LSL FLUSH2-2x62-2x63-2x63-2x60' - 4"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:2/23/2022 1:21:47 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-402OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II XLFANBeam mustextend tobearing wall. UP 17RDN 16RDN 3RDN 5R52' - 0"4' - 0"42' - 0"8' - 0"83/0 x 6/8 W/ 12" D.S. SL'SKITCHENGREAT ROOMFOYEROFFICEMUD RM.DWGARAGEPORCH22' - 10"31' - 2"4' - 0"18' - 10"20' - 2"11' - 0"9' - 6"12' - 6"4' - 6"5' - 7"7' - 11"2' - 0"6' - 0"16' - 0"2' - 1"16' - 0"2' - 1"1' - 2"8' - 0"1' - 10"0' - 10"4' - 10"0' - 10"1' - 0"3' - 9"11' - 0"7' - 1"SMOKEDET.1316' x 8' O.H. GARAGE DOOR118' x 8' O.H. GARAGE DOOR2-11 7/8" LSL4' - 3"4' - 0"12" CANT.ABOVE3' - 10"9' - 3"6' - 3"SEE COLUMN DETAIL SHEETA-5014' - 4"5' - 10"0' - 10"15' - 0"2-9 1/2" LSL W/2 TRIMMERS2-9 1/2" LSL W/3 TRIMMERS2-2x10 DROPPEDTYP.0' - 4 1/2"27' - 6"24' - 6"52/8 x 6/8R.O. 2' -10" x 6' -10 1/4"2' - 0"22' - 6"2-2x122' - 0"13' - 6"26' - 6"SNACK BAR19' - 4"22' - 8"4' - 0"1' - 4"PORTAL FRAME W/ HOLD DOWN2' - 8" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.SINKPOWDERPANTRY63/0 x 6/8 OPG.2-2x102-2x10 W/2 TRIMMERSPORTAL FRAME W/ HOLD DOWN3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.5' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2-2x102' - 9 1/2"8' - 8 1/2"3' - 6 1/2"7' - 6"2' - 11 1/2"5' - 2 3/4"6' - 0"14' - 9 1/4"12' - 2"27' - 10"11' - 6"16' - 6"28' - 0"15' - 2"7' - 6"42' - 0"KNEE WALL W/14"(H) SPINDLES2-2x102-11 7/8"LSL FLUSHW/ 2 TRIMMERS95/0 x 6/8R.O. 5' -2" x 6' -11"9" HEAT DUCT2' - 0"2' - 0"EQEQ10P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"10P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"10P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"97260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"ATTICACCESS4' - 0" B.W.P.5' - 0" B.W.P.B.W.P.4' - 0"3' - 0" B.W.P.DBLOVEN55442 SLR.O. 4' -6" x 3' -6"H.H. 7' -2"DBL FRAME WALL FOR REFG. RECESS 39"x73"36" REF5' - 8"4' - 2"5' - 5 1/2"30" GAS COOKTOPW/ MICRO ABOVE U.C. LIGHTU.C. LIGHTU.C. LIGHTU.C. LIGHTPAINTED KITCHEN CABINETS TILE BACKSPLASH2-2x107' - 0"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"15' - 3 1/2"16' - 6"11' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11"2'-6" VANITY12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.12424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"73/0 x 6/8 PKTR.O. 6' -2" x 6' -11"ALDER BENCH W/ PAINTED BEAD BOARD &HOOKS12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET3' - 0"RAILING PER CODE 3' - 4"3' - 0"TYP.1' - 0"6" BOX VAULT W/ ROPE LIGHT SEE DETAL SHEET A-501 TYP.2' - 0"6" BOX VAULT SHIPLAP DIRECTIONSHIPLAP DIRECTIONPAINTED BUILT-INCABINETPAINTED BUILT-INCABINET54' - 0"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE55" ELECTRIC FIREPLACE PAINTED SHIPLAPNO MANTEL T.V. ABOVE 1212" TRANSOM / 6/0 x 6/8 SLIDERR.O. 6' -0" x 7' -8"2-9 1/2" LSL CONT. W/2 TRIMMERS18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING16" SH.FRAME BOTTOM OF WINDOW @ 44" A.F.F DINING54' - 0"52' - 0"22' - 0"28' - 0"2' - 0"16' - 0"6' - 0"PFH2' - 1"PFH2' - 1"PFH1' - 10"CS-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 NOTES6' - 6"27' - 6"2-2x102-2x10 DROPPED2-2x10 DROPPED9' - 0"1' - 6"3-2x63-2x62-2x62-2x64' - 5"1/4" = 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:2/23/2022 1:21:48 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-403OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II XLFAN DN 17RBEDROOM #4LAUNDRYBEDROOM #3OWNER'S SUITEHALLSMOKEDET.EN SUITE6' VANITYCLOSET42/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"GIRDER TRUSSCO DET.SMOKEDET.ATTICACCESS12/4 x 6/8R.O. 2' -6" x 6' -11"1' - 0"2' - 0"11' - 6"16' - 6"29' - 0"2' - 0"26' - 6"13' - 6"2' - 0"8' - 2"10' - 3 1/4"5' - 0 3/4"3' - 0"6' - 9"6' - 9"BATH6' - 3"6' - 3"3' - 5"3' - 5"3' - 8"19' - 0"2-2x102-2x102-2x102-2x102' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.5' - 0" B.W.P.3' - 0" B.W.P.2' - 3" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.42' - 0"7' - 11 1/2"3' - 6 1/2"31' - 0"12' - 6"6' - 10"22' - 8"12' - 0"0' - 5 3/4"5' - 2 1/4"5' - 8 1/2"5' - 7 1/2"7' - 1"6' - 5"14' - 6"8' - 6"5' - 4"6' - 6"1' - 10"4' - 8 1/4"5' - 5"7' - 8 3/4"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"15' - 3 1/2"4' - 4"5' - 0"0' - 10"15' - 10"2-2x10 W/2 TRIMMERS22424-2 FIXEDR.O. 4' -0" x 2' -0"H.H. 6' -10"76060 SLR.O. 5' -0" x 5' -0"H.H. 6' -10"66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"12424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"87248 SLR.O. 6' -0" x 4' -0"H.H. 6' -10"SMOKEDET.3' x 5' TUB W/ TILEDECK8' - 6"3' - 8 3/4"7' - 0 3/4"32/6 x 6/8R.O. 2' -8" x 6' -11"11' - 4"2' - 10"2' - 10"R & SH.@ 68"R & SH.@ 68"95/0 x 6/8R.O. 5' -2" x 6' -11"95/0 x 6/8R.O. 5' -2" x 6' -11"32442 CSMTR.O. 2' -0" x 3' -6"H.H. 6' -10"95/0 x 6/8R.O. 5' -2" x 6' -11"5' VANITYGIRDER TRUSSB.W.P.2' - 3"2' - 3" B.W.P.KNEE WALL W/14"(H) SPINDLES28' LINEN32/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.@ 65"2' - 10"3' - 4"3' - 4"4' - 5"2' LINEN1' - 5"2' - 5"7' - 6"66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"CURBR & SH.@ 65"2x6CONTROLHEAD 48" WALL W/ GLASS PANEL ABOVE DOUBLE FRAME WALL FOR PLUMBING 44824 AWNR.O. 4' -0" x 2' -0"H.H. 6' -10"TILE SHOWER MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.32/6 x 6/8R.O. 2' -8" x 6' -11"MFG. ROOF TRUSSES@ 24" O.C.31' - 0"SMOKEDET.CS-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 NOTESMFG. ROOF TRUSSES@ 24" O.C.42' - 0"42/8 x 6/8R.O. 2' -10" x 6' -11"22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"5' TUB/SHWRDOUBLE FRAME WALL SINKWASHERDRYER2x62-2x102-2x10 W/2 TRIMMERS2-2x62-2x62-2x103-2x63-2x6THE 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:2/23/2022 1:21:49 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-404OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II XL1/4" = 1'-0"A-4041UPPER FLOOR PLANTemper ifwithin 60" oftub floor.FANFANTemper ifwithin 60"of floor.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 1' - 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 POST1' - 6"0' - 6"1' - 0"ROPE LIGHTING BEHIND TRIM 1x4 TRIM 18" FLOOR TRUSSESPER MFG. SPACINGPAINTED SHIPLAPPAINTED WALLFASTEN 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 PORTALTHE 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:2/23/2022 1:21:50 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-501OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II XL3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP 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 LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5013TYP. COLUMN3/4" = 1'-0"A-5014DINING BOX VAULT DETAILWINDOW SCHEDULEWINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 2424 AWN WINDSOR NEXT DIMENSION 2 2' - 0" 2' - 0" 6' - 10"2 2424-2 FIXED WINDSOR NEXT DIMENSION 1 4' - 0" 2' - 0" 6' - 10"3 2442 CSMT WINDSOR NEXT DIMENSION 1 2' - 0" 3' - 6" 6' - 10"4 4824 AWN WINDSOR NEXT DIMENSION 1 4' - 0" 2' - 0" 6' - 10"5 5442 SL WINDSOR NEXT DIMENSION 1 4' - 6" 3' - 6" 7' - 2"6 6048 SL WINDSOR NEXT DIMENSION 5 5' - 0" 4' - 0" 6' - 10"7 6060 SL WINDSOR NEXT DIMENSION 1 5' - 0" 5' - 0" 6' - 10"8 7248 SL WINDSOR NEXT DIMENSION 1 6' - 0" 4' - 0" 6' - 10"9 7260 SL WINDSOR NEXT DIMENSION 1 6' - 0" 5' - 0" 6' - 10"10 P4260/A24 T WINDSOR NEXT DIMENSION 3 3' - 6" 7' - 0" 8' - 0"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSNot Placed CARPET Not Placed 0' - 0"LOWER FLOOR STAIRS 66 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 145 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 28 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 402 SF 8' - 2" .LOWER FLOOR HIDDEN ROOM CARPET 109 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 182 SF 8' - 2" .LOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR CLOSET 23 SF 9' - 1 1/8"MAIN FLOOR GARAGE 687 SF 9' - 1 1/8"MAIN FLOOR OFFICE CARPET 122 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 131 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 64 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 28 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 157 SF 9' - 1 1/8" 6" BOX VAULT W/ ROPE LIGHT & PAINTED SHIPLAPMAIN FLOOR FOYER WOOD 72 SF 9' - 1 1/8" 6" BOX VAULT W/ PAINTED SHIPLAPMAIN FLOOR GREAT ROOM WOOD 234 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 196 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 27 SF 9' - 1 1/8" .UPPER FLOOR STAIRS 70 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 163 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 153 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 55 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 88 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 240 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE L.V.T. 117 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 69 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 69 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 x 6/8 62 2/4 x 6/8 PKT 23 2/6 x 6/8 64 2/8 x 6/8 35 2/8 x 6/8 16 3/0 x 6/8 OPG. 17 3/0 x 6/8 PKT 18 3/0 x 6/8 W/ 12" D.S. SL'S 1 STEEL9 5/0 x 6/8 410 6/0 x 6/8 SLIDER 111 8' x 8' O.H. GARAGE DOOR 112 12" TRANSOM / 6/0 x 6/8 SLIDER 113 16' x 8' O.H. GARAGE DOOR 13/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS WATCH DOG WATER PROOFCOATING FROM 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 WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 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 INSULATION6 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 SEALERWATER 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) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR 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 WHERE 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 WHERE REQUIRED BY CODE)3/4" 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 SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS1' - 8"2x6 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 FOOTINGSTHE 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:2/23/2022 1:21:51 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-502OTT2791.26.22 CB114111298431.28.22 CB2.23.22 CB1.14.22 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3113PAYTON II XL3/8" = 1'-0"A-5021TYP. WALL SECTION1/2" = 1'-0"A-5022TYP. WALKOUT SECTION1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5025TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5026TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5027BEARING WALL SECTION MAIN FLOOR1' -8 1/4" UPPER PLATE20' -5 1/4" T.O. HOUSE FOUNDATION0' -0" T.O. HOUSE FOUNDATION0' -0" MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8" UPPER FLOOR12' -4 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT11' - 9 3/8"ALUMINUM SOFFIT& FASCIA TYP. 6" SMARTSIDEFRIEZE BOARD TYP. VINYL BOARD& BATTEN TYP. VINLT LAP SIDINGW/ 4" SMARTSIDE CORNERS @ FRONT CULTURED STONE W/CONCRETE CAP3' - 6"4" SMARTSIDE TRIM@ WINDOWS & DOORSTYP. ADDRESS STONE T.O. GARAGE FOUNDATION-1' -0" SEE COLUMNDETAIL SHEET A-501 (3) 6"x6"x30" CORBEL 1' - 0"7" / 12"4" / 12"8" 12" 5" 12" 8" 12" 1/4" = 1'-0"A-201 1 FRONT ELEVATION 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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:42 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-201 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL SHEET INDEX SHEET NUMBER SHEET NAME A-201 ELEVATION A-202 ELEVATIONS/ ROOF PLAN A-401 FOUNDATION PLAN A-402 LOWER FLOOR A-403 MAIN FLOOR A-404 UPPER FLOOR A-501 SCHEDULES/ DETAILS A-502 DETAILS 24" RETURNSTYPICAL7" / 12"8" / 12"7" 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP. VINYL SIDING & CORNERS RETAINING WALL AS REQUIRED 7" 12" 5" 12"7" / 12"24" RETURNSTYPICAL RETAINING WALL AS REQUIRED 8" / 12"7" / 12"5" / 12"4" 12" 7" 12"8" / 12"STANDARD ENERGY HEELS @ 4:12 & 7:12 PITCH TYP.W/ 8:12 FASCIA LINES TO MATCH 18" OVERHANGS & 12" RAKES TYP. 6 ROOF VENTS @ HOUSE 4 ROOF VENTS @ GARAGE 4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 12"7" / 12" 5" / 12" 8" / 12"8" / 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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:44 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-202 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL 1/8" = 1'-0"A-202 1 LEFT ELEVATION 1/8" = 1'-0"A-202 2 REAR ELEVATION 1/8" = 1'-0"A-202 3 RIGHT ELEVATION 1/8" = 1'-0"A-202 4 ROOF PLAN 52' - 0"1' - 10"21' - 10"4' - 0"18' - 10"20' - 2"11' - 0" 22' - 10"31' - 2" 54' - 0" 1' - 8 1/2" 8' - 3" M.O. 1' - 0 1/2"1' - 11 1/2" 16' - 3" M.O. 1' - 11 1/2"2' - 0"22' - 6"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 ON 20" x 8" CONCRETE FTG'S.REBAR PER CODE. 8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 20" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE. 54' - 0" 8' - 0"42' - 0"4' - 0" 2' - 0"13' - 6"26' - 6" 19' - 8"22' - 4" *ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE 15' - 1"7' - 4"5' - 9"15' - 3 3/4"3' - 9"3' - 11 1/4" 3' - 11 1/4" 5' - 7 1/2"7' - 5 1/4" 8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE. :LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE 27' - 6"24' - 6"42' - 0" 8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S. REBAR PER CODE. 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"28' - 4"16' - 6"11' - 8"14' - 9 1/4"11' - 6 3/4"2x6 STUDS @ 16" O.C. ON HALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.11' - 10"16' - 6"LEAVE A 12" GAP IN FOOTING FOR PLUMBING STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.TOP OF GARAGE FOUNDATIONTO DROP 12" FROM THE TOP OF HOUSE FOUNDATION :WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE. TOP OF GARAGE FOUNDATION WALL TO MATCH TO OF HOUSE FOUNDATION WALL.52' - 0"30' - 2"21' - 10"2' - 0"28' - 2"5' - 10"16' - 0"RETAINING WALL AS REQUIRED 6' - 6"27' - 6"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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:44 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-401 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL 1/4" = 1'-0"A-401 1 FOUNDATION PLAN UP 16R UNEXCAVATED SUMPW. H. F. D. 4' VANITY FAMILY ROOM BEDROOM #5 BATH27' - 6"24' - 6"1' - 10"21' - 10"20' - 2"11' - 0" 4' - 0"18' - 10"31' - 2"2' - 0"28' - 2"5' - 10"16' - 0"15' - 10"5' - 10"4' - 8"CO DET. SMOKEDET.2' - 0"22' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11" 48" F.G. SHWR CLOSET 3 2/6 x 6/8R.O. 2' -8" x 6' -11"11' - 8"16' - 6"UNEXCAVATED 2' - 0"13' - 6"26' - 6" 6' - 9"6' - 9"9' - 0"12' - 4"5' - 2" 2x6 7' - 7"5' - 6 3/4"4' - 0"22' - 10 1/4" SMOKE DET. *3-1/2" CONC. FLOOR*MECHANICALS MAY VARY 19' - 8"22' - 4" *ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/SHEATHING 2-2x10 W/ 2 TRIMMERS2-2x102-2x10 XXXX 4' - 0 1/4"2' - 6"10' - 3"0' - 4"16' - 9 1/4"11' - 6 3/4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON 16" x 8" CONCRETE FTG'S.REBAR PER CODE. 15' - 1"3' - 6"MECHANICAL AIR EX. 2" FOAM INSULATIONBETWEEN WALL & SLAB W.S. 4' - 0"42' - 0"8' - 0"21' - 10"30' - 2"52' - 0"11' - 10"16' - 6"28' - 4"52' - 0"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"15' - 3 1/2"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.RETAINING WALL AS REQUIRED 6 6048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10" 10 6/0 x 6/8 SLIDER 66048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10" 6 6048 SL R.O. 5' -0" x 4' -0"H.H. 6' -10"23' - 0"5' - 2"R & SH.2 2/4 x 6/8 PKTR.O. 4' -10" x 6' -11" 32/6 x 6/8R.O. 2' -8" x 6' -11" HINGED LINEN CABINET HIDDEN ROOM 42' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING4 2/8 x 6/8 R.O. 2' -10" x 6' -11" 2-9 1/2" LSL 54' - 0"6' - 6"27' - 6"54' - 0" TOP OF GARAGE FOUNDATION TO DROP 12" FROM THE TOP OFHOUSE FOUNDATION FURNACE 4' - 0" B.W.P. 4' - 0" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P. 2' - 8" B.W.P.8' - 0" B.W.P.4' - 0" B.W.P.15'-6" OF WALL BRACING REQUIRED BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET (4)LIGHTS 1 2/4 x 6/8R.O. 2' -6" x 6' -11" R & SH. 1/4" = 1'-0"A-402 1 LOWER FLOOR PLAN 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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:45 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-402 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL Header Spans: Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** 2-2x6 2-2x6 3-2x6 2-2x62-2x6 2-2x10 3-9 1/2" LSL Flush 2 Trimmers 3-2x10 2-9 1/2" LVL w/ 3 Trimmers 2-9 1/2" LSL UP 17R DN 16R DN 3R DN 5R52' - 0"4' - 0"42' - 0"8' - 0" 8 3/0 x 6/8 W/ 12" D.S. SL'S KITCHEN GREAT ROOM FOYER OFFICE MUD RM. DW GARAGE PORCH 22' - 10"31' - 2" 4' - 0"18' - 10"20' - 2"11' - 0" 9' - 6"12' - 6"4' - 6"5' - 7"7' - 11"2' - 0"6' - 0"16' - 0"2' - 1"16' - 0"2' - 1" 1' - 2" 8' - 0" 1' - 10"0' - 10"4' - 10"0' - 10"1' - 0" 3' - 9"11' - 0"7' - 1" SMOKEDET. 13 16' x 8' O.H. GARAGE DOOR 11 8' x 8' O.H. GARAGE DOOR 2-11 7/8" LSL 4' - 3"4' - 0" 12" CANT.ABOVE 3' - 10"9' - 3"6' - 3" SEE COLUMN DETAIL SHEETA-5014' - 4"5' - 10"0' - 10"15' - 0"2-9 1/2" LSL W/2 TRIMMERS 2-9 1/2" LSL W/3 TRIMMERS 2-2x10 DROPPED TYP.0' - 4 1/2"27' - 6"24' - 6"5 2/8 x 6/8R.O. 2' -10" x 6' -10 1/4"2' - 0"22' - 6"2-2x12 2' - 0"13' - 6"26' - 6"SNACK BAR19' - 4"22' - 8" 4' - 0"1' - 4" PORTAL FRAME W/ HOLD DOWN 2' - 8" B.W.P. 4' - 0" B.W.P.4' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.SINK POWDERPANTRY 6 3/0 x 6/8 OPG. 2-2x10 2-2x10 W/2 TRIMMERS PORTAL FRAME W/ HOLD DOWN 3' - 0" B.W.P.3' - 0" B.W.P. 3' - 0" B.W.P.5' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2-2x10 2' - 9 1/2"8' - 8 1/2"3' - 6 1/2"7' - 6"2' - 11 1/2"5' - 2 3/4"6' - 0"14' - 9 1/4"12' - 2"27' - 10"11' - 6"16' - 6"28' - 0"15' - 2"7' - 6" 42' - 0" KNEE WALL W/14"(H) SPINDLES 2-2x10 2-11 7/8"LSL FLUSHW/ 2 TRIMMERS 9 5/0 x 6/8R.O. 5' -2" x 6' -11" 9" HEAT DUCT 2' - 0"2' - 0"EQEQ10 P4260/A24 T R.O. 3' -6" x 7' -0"H.H. 8' -0" 10 P4260/A24 T R.O. 3' -6" x 7' -0"H.H. 8' -0"10 P4260/A24 T R.O. 3' -6" x 7' -0"H.H. 8' -0" 97260 SLR.O. 6' -0" x 5' -0" H.H. 6' -10" ATTICACCESS 4' - 0" B.W.P.5' - 0" B.W.P.B.W.P.4' - 0"3' - 0" B.W.P. DBLOVEN 5 5442 SLR.O. 4' -6" x 3' -6"H.H. 7' -2" DBL FRAME WALL FOR REFG. RECESS 39"x73" 36" REF 5' - 8"4' - 2"5' - 5 1/2" 30" GAS COOKTOPW/ MICRO ABOVE U.C. LIGHT U.C. LIGHT U.C. LIGHT U.C. LIGHT PAINTED KITCHEN CABINETS TILE BACKSPLASH 2-2x10 7' - 0"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"15' - 3 1/2"16' - 6"11' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11" 2'-6" VANITY 12/4 x 6/8R.O. 2' -6" x 6' -11" R & SH.1 2424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10" 7 3/0 x 6/8 PKT R.O. 6' -2" x 6' -11" ALDER BENCH W/ PAINTED BEAD BOARD &HOOKS 12/4 x 6/8R.O. 2' -6" x 6' -11" CLOSET 3' - 0"RAILING PER CODE 3' - 4"3' - 0" TYP. 1' - 0" 6" BOX VAULT W/ ROPE LIGHT SEE DETAL SHEET A-501 TYP. 2' - 0" 6" BOX VAULT SHIPLAP DIRECTIONSHIPLAP DIRECTIONPAINTED BUILT-INCABINET PAINTED BUILT-INCABINET 54' - 0" MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.4" CONCRETE SLAB, SLOPE TOWARDS DOORS 5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING GARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE 55" ELECTRIC FIREPLACE PAINTED SHIPLAPNO MANTEL T.V. ABOVE 1212" TRANSOM / 6/0 x 6/8 SLIDERR.O. 6' -0" x 7' -8" 2-9 1/2" LSL CONT. W/2 TRIMMERS 18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING16" SH. FRAME BOTTOM OF WINDOW @ 44" A.F.F DINING 54' - 0"52' - 0"22' - 0"28' - 0"2' - 0"16' - 0"6' - 0"28' - 0"PFH 2' - 1" PFH 2' - 1"PFH 1' - 10" CS-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 NOTES 6' - 6"1/4" = 1'-0"A-403 1 MAIN FLOOR PLAN 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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:45 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-403 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL Header Spans: Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** 2-2x10 2-2x10 2-2x6 2-2x6 3-2x6 3-2x6 DN 17R BEDROOM #4LAUNDRY BEDROOM #3 OWNER'S SUITE HALL SMOKEDET. EN SUITE 6' VANITYCLOSET 4 2/8 x 6/8R.O. 2' -10" x 6' -11" 32/6 x 6/8R.O. 2' -8" x 6' -11" GIRDER TRUSS CO DET.SMOKE DET. ATTICACCESS 1 2/4 x 6/8R.O. 2' -6" x 6' -11"1' - 0"2' - 0"11' - 6"16' - 6"29' - 0"2' - 0"26' - 6"13' - 6" 8' - 2"10' - 3 1/4"5' - 0 3/4"3' - 0"6' - 9"6' - 9" BATH 6' - 3"6' - 3"3' - 5"3' - 5"3' - 8"19' - 0" 2-2x10 2-2x10 2-2x10 2-2x10 2' - 3" B.W.P.2' - 3" B.W.P. 2' - 3" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.5' - 0" B.W.P.3' - 0" B.W.P. 2' - 3" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.40' - 0"7' - 11 1/2"3' - 6 1/2"31' - 0"12' - 6"6' - 10"22' - 8"12' - 0"0' - 5 3/4"5' - 2 1/4"5' - 8 1/2"5' - 7 1/2"7' - 1"6' - 5"14' - 6"8' - 6"5' - 4"6' - 6"1' - 10"4' - 8 1/4"5' - 5"7' - 8 3/4" 19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"15' - 3 1/2"4' - 4"5' - 0"0' - 10"15' - 10"2-2x10 W/2 TRIMMERS 2 2424-2 FIXEDR.O. 4' -0" x 2' -0"H.H. 6' -10" 76060 SLR.O. 5' -0" x 5' -0"H.H. 6' -10" 6 6048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10" 1 2424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10" 8 7248 SLR.O. 6' -0" x 4' -0"H.H. 6' -10" SMOKEDET. 3' x 5' TUB W/ TILEDECK 8' - 6"3' - 8 3/4"7' - 0 3/4" 32/6 x 6/8R.O. 2' -8" x 6' -11"11' - 4"2' - 10"2' - 10"R & SH.@ 68" R & SH.@ 68" 9 5/0 x 6/8R.O. 5' -2" x 6' -11" 9 5/0 x 6/8R.O. 5' -2" x 6' -11" 3 2442 CSMTR.O. 2' -0" x 3' -6"H.H. 6' -10" 9 5/0 x 6/8R.O. 5' -2" x 6' -11" 5' VANITY GIRDER TRUSS 2' - 3" B.W.P. 2' - 3" B.W.P. KNEE WALL W/ 14"(H) SPINDLES 28' LINEN 3 2/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.@ 65"2' - 10"3' - 4"3' - 4"4' - 5" 2' LINEN 1' - 5"2' - 5"7' - 6"6 6048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10" CURB R & SH.@ 65" 2x6 CONTROL HEAD 48" WALL W/ GLASS PANEL ABOVE DOUBLE FRAME WALL FOR PLUMBING 4 4824 AWNR.O. 4' -0" x 2' -0" H.H. 6' -10" TILE SHOWER MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES @ 24" O.C. 32/6 x 6/8 R.O. 2' -8" x 6' -11" MFG. ROOF TRUSSES @ 24" O.C.31' - 0"SMOKEDET. CS-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 NOTES MFG. ROOF TRUSSES@ 24" O.C.42' - 0" 4 2/8 x 6/8R.O. 2' -10" x 6' -11" 2 2/4 x 6/8 PKTR.O. 4' -10" x 6' -11"5' TUB/SHWRDOUBLE FRAME WALL SINK WASHER DRYER 2x6 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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:46 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-404 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL 1/4" = 1'-0"A-404 1 UPPER FLOOR PLAN 2-2x10 2-2x6 2-2x6 2-2x10 Header Spans: Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** 3-2x6 3-2x6 1' - 5"0' - 9 1/2" 2x4 @ BOTTOM 1x3 TYP. 2x2 2x4 @ TOP SMOOTH LPSMARTSIDE TYP. SOFFIT 1' - 9 1/2"1' - 0" FRONT SIDE TOP VIEW 1' - 5"0' - 9 1/2"FRAMING 4x4 POST 1' - 6"0' - 6"1' - 0"ROPE LIGHTING BEHIND TRIM 1x4 TRIM 18" FLOOR TRUSSES PER MFG. SPACING PAINTED SHIPLAP PAINTED WALL FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. MIN. 3/8" WOODSTRUCTURAL PANEL SHEATHING SECTION TENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDE OF SHEATHING) IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALL MID-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 INTO CONCRETE & NAILEDINTO FRAMING) FRONT ELEVATION MIN. 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 R602.10.5 MIN. 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 SHEATHING FASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWN MIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED 9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL 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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:47 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-501 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL 3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE. PIPE CAN BE CONNECTED TO SUMP 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 OR OTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS. SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE. A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED. LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM". ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN. :PASSIVE RADON SYSTEM: 1/2" = 1'-0"A-501 3 TYP. COLUMN 3/4" = 1'-0"A-501 4 DINING BOX VAULT DETAIL WINDOW SCHEDULE WINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS 12424 AWNWINDSORNEXT DIMENSION22' - 0"2' - 0"6' - 10" 22424-2 FIXEDWINDSORNEXT DIMENSION14' - 0"2' - 0"6' - 10" 32442 CSMTWINDSORNEXT DIMENSION12' - 0"3' - 6"6' - 10" 44824 AWNWINDSORNEXT DIMENSION1 4' - 0"2' - 0"6' - 10" 55442 SLWINDSORNEXT DIMENSION14' - 6"3' - 6"7' - 2" 66048 SLWINDSORNEXT DIMENSION55' - 0"4' - 0"6' - 10" 76060 SLWINDSORNEXT DIMENSION15' - 0"5' - 0"6' - 10" 87248 SLWINDSORNEXT DIMENSION16' - 0"4' - 0"6' - 10" 97260 SLWINDSORNEXT DIMENSION16' - 0"5' - 0"6' - 10" 10 P4260/A24 T WINDSOR NEXT DIMENSION 3 3' - 6" 7' - 0" 8' - 0" ROOM FINISH SCHEDULE FLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTS Not Placed CARPET Not Placed 0' - 0" LOWER FLOOR STAIRS 66 SF 8' - 2" LOWER FLOOR BEDROOM #5 CARPET 145 SF 8' - 2" . LOWER FLOOR CLOSET CARPET 28 SF 8' - 2" . LOWER FLOOR FAMILY ROOM CARPET 402 SF 8' - 2" . LOWER FLOOR HIDDEN ROOM CARPET 109 SF 8' - 2" LOWER FLOOR MECHANICAL UNFINISHED 182 SF 8' - 2" . LOWER FLOOR BATH VINYL 48 SF 8' - 2" . MAIN FLOOR CLOSET 23 SF 9' - 1 1/8" MAIN FLOOR GARAGE 687 SF 9' - 1 1/8" MAIN FLOOR OFFICE CARPET 122 SF 9' - 1 1/8" . MAIN FLOOR PORCH CONCRETE 131 SF 9' - 1 1/8" . MAIN FLOOR MUD RM. VINYL 64 SF 9' - 1 1/8" . MAIN FLOOR POWDER VINYL 28 SF 9' - 1 1/8" . MAIN FLOOR DINING WOOD 157 SF 9' - 1 1/8" 6" BOX VAULT W/ ROPE LIGHT & PAINTED SHIPLAP MAIN FLOOR FOYER WOOD 72 SF 9' - 1 1/8" 6" BOX VAULT W/ PAINTED SHIPLAP MAIN FLOOR GREAT ROOM WOOD 234 SF 9' - 1 1/8" . MAIN FLOOR KITCHEN WOOD 196 SF 9' - 1 1/8" . MAIN FLOOR PANTRY WOOD 27 SF 9' - 1 1/8" . UPPER FLOOR STAIRS 70 SF 8' - 1 1/8" UPPER FLOOR BEDROOM #3 CARPET 163 SF 8' - 1 1/8" . UPPER FLOOR BEDROOM #4 CARPET 153 SF 8' - 1 1/8" . UPPER FLOOR CLOSET CARPET 55 SF 8' - 1 1/8" . UPPER FLOOR HALL CARPET 88 SF 8' - 1 1/8" . UPPER FLOOR OWNER'S SUITE CARPET 240 SF 8' - 1 1/8" . UPPER FLOOR EN SUITE L.V.T. 117 SF 8' - 1 1/8" . UPPER FLOOR BATH VINYL 69 SF 8' - 1 1/8" . UPPER FLOOR LAUNDRY VINYL 69 SF 8' - 1 1/8" . DOOR SCHEDULE TYPE MARK DOOR SIZE COUNT COMMENTS 12/4 x 6/8 6 22/4 x 6/8 PKT 2 32/6 x 6/8 6 42/8 x 6/8 3 52/8 x 6/8 1 63/0 x 6/8 OPG. 1 73/0 x 6/8 PKT 1 83/0 x 6/8 W/ 12" D.S. SL'S1STEEL 95/0 x 6/8 4 10 6/0 x 6/8 SLIDER 1 11 8' x 8' O.H. GARAGE DOOR 1 12 12" TRANSOM / 6/0 x 6/8 SLIDER 1 13 16' x 8' O.H. GARAGE DOOR 1 3/8" = 1'-0"A-501 1 METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS 4" MIN. LAYER3/4" RIVER ROCK 3 1/2" CONCRETE SLAB ANCHOR BOLTPER CODE TRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALER GRADE GRANULAR FILL 4" DRAIN TILEW/ SILT SOCK 1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP & BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE) POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS MIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS 3/4" T&GSUBFLOOR LOWER PLATE HEIGHT 8' - 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&GSUBFLOOR 6 MIL. V.B. 2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION 2x6 STUDS @ 16" O.C. W/ R-21 F.G. INSULATION 8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE. 1/2" OSBSHEATHING TYVEK (OR EQUAL) ROLL HOUSE WRAP SIDING, VERIFYW/ ELEVATIONS 5/8" GYP. BD. 5/8" GYP. BD.VENTED ALUMINUM SOFFIT PANELS ICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTURE VENT CHUTES & WIND WASH@ EACH TRUSS SPACE ASPHALT SHINGLES W/15# ROLL FELT UNDER 1/2" OSB ROOF SHEATHING MFG. ROOFTRUSSES @ 24" O.C. ATTIC VENTINGAS PER CODE R-49 MIN. BLOWNATTIC INSULATION ALUMINUM FASCIA W/2x6 SUB FASCIA ALUMINUMDRIP EDGE RIM JOIST RIM JOIST R-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALL GMX THERMAL DRAINAGE BOARD(R-10) INSULATION DRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE 5000 PSI CONCRETE@ ALL FOOTINGS *OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATING R-20 MIN. SPRAYFOAM INSULATION 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS 4" MIN. LAYER3/4" RIVER ROCK 3 1/2" CONCRETE SLAB ANCHOR BOLTPER CODE TYPICAL 2x6EXTERIOR WALL TRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER GRADE GRANULAR 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 JOINTS MIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS 2" FOAMBOARD(R-10) INSULATION 4" DRAIN TILEW/ SILT SOCK WATER PROOF COATING FROM FOOTING TO SILL SEALER WATER PROOF COATINGFROM FOOTING TO INSIDE OF WALL 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS 4" MIN. LAYER3/4" RIVER ROCK 3 1/2" CONCRETE SLAB ANCHOR BOLT PER CODE TYPICAL 2x6EXTERIOR WALL TRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER GRADEMIN.0' - 6"GRANULAR FILL 4" DRAIN TILEW/ SILT SOCK :LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POURED CONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE POLYURETHANE CAULK OR ELASTOMERICSEALANT @ ALL JOINTS 1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES INSULATION & SEALANT TO BE CONT. OVER WALL 2" FOAMBOARD(R-10) INSULATION INSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE 5000 PSI CONCRETE@ ALL FOOTINGS *OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHING ANCHOR BOLTPER CODE TRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE) VERIFY FLOOR SYSTEMWITH FLOOR PLANS 3/4" T&GSUBFLOOR 6 MIL. V.B. 1/2" GYP. BD. 2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION 1/2" OSBSHEATHING RIM JOIST R-20 MIN. SPRAYFOAM INSULATION GMX THERMAL DRAINAGE BOARD(R-10) INSULATION 5/8" GYP. BD., TAPE& MUD ALL SEAMS SLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALL POUREDFND. WALL WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER SIDING, VERIFYW/ ELEVATIONS TYVEK (OR EQUAL) ROLL HOUSE WRAP 0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATION ANCHOR BOLTPER CODE TRT'D 2x6 SILL PLATE W/ ROLL SILL SEALER 1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE) 3/4" T&G SUBFLOOR 6 MIL. V.B. 1/2" GYP. BD. 2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION 5/8" TYPE 'X' GYP BOARD, TAPE & MUD ALL SEAMS RIM JOIST R-20 MIN. SPRAY FOAM INSULATION GMX THERMAL DRAINAGE BOARD(R-10) INSULATION 5/8" GYP. BD., TAPE& MUD ALL SEAMS SLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL 0' - 4" POUREDFND. WALL WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER VERIFY FLOOR SYSTEMWITH FLOOR PLANS 1' - 8"2x6 STUDS @ 16" O.C. ON HALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE. TRT'D SILL PLATE POLYURETHANE CAULK OR ELASTOMERICSEALANT @ ALL JOINTS SLEEVE EVERY10'-0" MIN. 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS 4" MIN. LAYER3/4" RIVER ROCK 3 1/2" CONCRETE SLAB ANCHOR BOLT PER CODE 5000 PSI CONCRETE@ ALL FOOTINGS 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.DATE FINISHED SQUARE FEET PROJECT SHEET UPPER: MAIN: LOWER: RELEASED REV. 1 REV. 2 REV. 3 REV. 4 REV. 5 PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTS UPPER: MAIN: FOUND: P.O. BOX 391 5411 LAKERS LANE, SUITE 204 NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COM BRAINERD LAKES TWIN CITIES 3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COM UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS 10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHT ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISE ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATION TOTAL:1/28/2022 1:45:48 PMMODEL HOMEL1, B3 - KNOB HILL 2ND ADD'N17866 EVERSHED WAYLAKEVILLE, MN 55044A-502 OTT279 1.26.22 CB 1141 1129 843 1.28.22 CB 1.14.22 CB 8'-1 1/8" 9'-1 1/8" 8'-4" POUR 3113 PAYTON II XL 3/8" = 1'-0"A-502 1 TYP. WALL SECTION 1/2" = 1'-0"A-502 2 TYP. WALKOUT SECTION 1/2" = 1'-0"A-502 3 TYP. LOOKOUT SECTION 1/2" = 1'-0"A-502 5 TYP. HOUSE/STOOP WALL 1/2" = 1'-0"A-502 6 TYP. HOUSE/GARAGE WALL 1/2" = 1'-0"A-502 7 BEARING WALL SECTION Upper Level Member Name Results Current Solution Comments Owner's Suite Window End Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Suite Window Middle Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bath Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stairs Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Main Level Member Name Results Current Solution Comments Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Kitchen Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Dining Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Office Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Foyer Entry Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Front Porch (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 8' Garage Door Passed 2 piece(s) 2 x 12 SPF No.1/No.2 Mud Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Pantry Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Mud/Kitchen Opening Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Flush Stairs (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Flush Hidden Room (H)Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #5 Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Family Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Window Rear Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Window Side Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Mech Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bath Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 17866 Evershed Way, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 1 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)884 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)606 @ 1' 1/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1328 @ 3' 3"3946 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.013 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.034 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"543 341 884 None 2 - Trimmer - SPF 3.00"3.00"1.50"543 341 884 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 Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 6' 6"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/28/22. 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, Owner's Suite Window End 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 2 / 26 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 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 plan dated 1/28/22. 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, Owner's Suite Window Middle 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 3 / 26 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 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 plan dated 1/28/22. 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, Bath Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 4 / 26 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 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 plan dated 1/28/22. 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 #3 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 5 / 26 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 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 plan dated 1/28/22. 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, Stairs Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 6 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4338 @ 11' 4"8181 (5.50")Passed (53%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3204 @ 10' 2 5/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)10615 @ 6' 1 1/2"15953 Passed (67%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.242 @ 5' 10 7/8"0.275 Passed (L/545)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.339 @ 5' 10 7/8"0.550 Passed (L/389)--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 5.50"5.50"2.33"999 2462 3461 Blocking 2 - Stud wall - SPF 5.50"5.50"2.92"1238 3100 4338 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 10" o/c Bottom Edge (Lu)11' 8" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 11' 8"N/A 13.0 -- 1 - Uniform (PSF)0 to 4' 5" (Front)8' 6"15.0 40.0 Floor - Upper 2 - Uniform (PSF)4' 5" to 11' 8" (Front)14'15.0 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 plan dated 1/28/22. 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, Flush Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 7 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1947 @ 4' 9"1913 (1.50")Passed (102%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1071 @ 3' 10 1/4"2498 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1741 @ 2' 6 1/16"3431 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.014 @ 2' 4 5/16"0.158 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.026 @ 2' 4 11/16"0.237 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 Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"582 808 46 1436 None 2 - Trimmer - SPF 1.50"1.50"1.53"1073 808 357 2238 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 9" o/c Bottom Edge (Lu)4' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 9"N/A 7.0 ---- 1 - Uniform (PSF)0 to 4' 9"8' 6"15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 4' 9"N/A 80.0 --Wall - Upper 3 - Uniform (PLF)4' 2" to 4' 9"N/A 160.0 -105.0 Snow - Gable End 4 - Point (lb)4' 2"N/A 543 -341 Linked from: Owner's Suite Window End, 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 plan dated 1/28/22. 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 8 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4444 @ 6' 4 1/2"7613 (3.00")Passed (58%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3177 @ 5' 5 1/2"7902 Passed (40%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5848 @ 4' 4"11985 Passed (49%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.067 @ 3' 4 7/8"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.120 @ 3' 4 13/16"0.313 Passed (L/623)--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"1.50"1104 1105 681 2890 None 2 - Trimmer - SPF 3.00"3.00"1.75"1976 1105 2185 5266 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 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' 6"15.0 40.0 -Floor 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper 3 - Uniform (PSF)4' 4" to 5' 11"15'20.0 -35.0 Snow - Main 4 - Point (lb)4' 4"N/A 844 -1444 Linked from: Owner's Suite Window Middle, Support 2 5 - Point (lb)5' 11"N/A 345 -591 Linked from: Bath 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 plan dated 1/28/22. 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 Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 9 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2462 @ 11' 6"3806 (1.50")Passed (65%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)2179 @ 8' 8"7902 Passed (28%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)2552 @ 9' 8"11985 Passed (21%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.016 @ 9' 8"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.028 @ 9' 8"0.191 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. 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"787 584/-67 859 2230/- 67 None 2 - Trimmer - SPF 4.50"4.50"2.28"2482 1566 2851 6899 None 3 - Trimmer - SPF 4.50"4.50"1.66"1817 1566 1635 5018 None 4 - Trimmer - SPF 1.50"1.50"1.50"1057 584/-67 1288 2929/- 67 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 6" o/c Bottom Edge (Lu)11' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 11' 6"8' 6"15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 4' 8"15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)9' 8" to 11' 6"15'20.0 -35.0 Snow - Main 5 - Point (lb)4' 8"N/A 844 -1444 Linked from: Bedroom # 3 Window, Support 1 6 - Point (lb)9' 8"N/A 844 -1444 Linked from: Bedroom # 3 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 plan dated 1/28/22. 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 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 10 / 26 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 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 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow Porch 4 - Point (lb)9"N/A 459 -289 Window 5 - Point (lb)5' 9"N/A 459 -289 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 plan dated 1/28/22. 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 11 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2319 @ 1 1/2"7613 (3.00")Passed (30%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1551 @ 1' 1/2"7902 Passed (20%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)3229 @ 3' 4"11985 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.031 @ 3' 1 1/16"0.197 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.067 @ 3' 1 1/16"0.296 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. 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"1267 740 663 2670 None 2 - Trimmer - SPF 3.00"3.00"1.50"1258 740 658 2656 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 Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 2"6'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 6' 2"N/A 80.0 --Wall - Upper 3 - Point (lb)1' 7"N/A 188 -118 Window 4 - Point (lb)3' 7"N/A 188 -118 Window 5 - Uniform (PSF)0 to 6' 2"3'20.0 -35.0 Snow Porch 6 - Uniform (PSF)0 to 1' 7"3'20.0 -35.0 Snow - Main 7 - Uniform (PSF)3' 7" to 6' 2"3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)0 to 1' 7"1'100.0 --Wall - Gable 9 - Uniform (PSF)3' 7" to 6' 2"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 plan dated 1/28/22. 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 Entry Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 12 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1301 @ 4"7013 (5.50")Passed (19%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1022 @ 1' 2 3/4"2872 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3305 @ 5' 8 3/4"3946 Passed (84%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.154 @ 5' 8 3/4"0.360 Passed (L/840)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.250 @ 5' 8 3/4"0.540 Passed (L/518)--1.0 D + 1.0 S (All 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). •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 - Column - SPF 5.50"5.50"1.50"499 802 1301 Blocking 2 - Column - SPF 5.50"5.50"1.50"499 802 1301 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 11" o/c Bottom Edge (Lu)11' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 5 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 5 1/2" (Front)4'20.0 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 plan dated 1/28/22. 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, Drop Front Porch (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 13 / 26 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 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 - Main 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 plan dated 1/28/22. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 14 / 26 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 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 - Main 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 plan dated 1/28/22. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 15 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1674 @ 0 1913 (1.50")Passed (88%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)701 @ 10 3/4"2872 Passed (24%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1290 @ 1' 6 1/2"3946 Passed (33%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.004 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.008 @ 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"760 355 863 1978 None 2 - Trimmer - SPF 1.50"1.50"1.50"760 355 863 1978 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 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"5' 9"15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 3' 1"N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 3' 1"15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 3' 1"1'20.0 -35.0 Snow - Garage 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 plan dated 1/28/22. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mud Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 16 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1333 @ 0 1913 (1.50")Passed (70%)--1.0 D + 1.0 L (All Spans) Shear (lbs)465 @ 10 3/4"2498 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)917 @ 1' 4 1/2"3431 Passed (27%)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)0.005 @ 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"371 963 1334 None 2 - Trimmer - SPF 1.50"1.50"1.50"371 963 1334 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 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"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 plan dated 1/28/22. 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 Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 17 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1616 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 L (All Spans) Shear (lbs)747 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1347 @ 1' 8"3431 Passed (39%)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)0.010 @ 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"449 1167 1616 None 2 - Trimmer - SPF 1.50"1.50"1.50"449 1167 1616 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 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"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 plan dated 1/28/22. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mud/Kitchen Opening 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 18 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1306 @ 2"4463 (3.50")Passed (29%)--1.0 D + 1.0 L (All Spans) Shear (lbs)626 @ 1' 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1124 @ 2' 1/2"3431 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 2' 1/2"0.094 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 2' 1/2"0.188 Passed (L/999+)--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. •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 Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"367 939 1306 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"367 939 1306 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 1" o/c Bottom Edge (Lu)4' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 1" (Front)8' 6"15.0 40.0 Floor - Main 2 - Uniform (PSF)0 to 4' 1" (Front)3'15.0 40.0 Floor Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/28/22. 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, Flush Stairs (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 19 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7304 @ 1 1/2"11419 (3.00")Passed (64%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5189 @ 1' 1/2"10308 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)12240 @ 3' 7 3/16"15633 Passed (78%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.155 @ 3' 7 5/16"0.236 Passed (L/549)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.221 @ 3' 7 1/4"0.354 Passed (L/385)--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 3.00"3.00"1.92"2221 5083 7304 None 2 - Trimmer - SPF 3.00"3.00"1.86"2088 5009 7097 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 4" o/c Bottom Edge (Lu)7' 4" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 4"N/A 15.6 -- 1 - Uniform (PSF)0 to 7' 4"17' 6"15.0 40.0 Floor - Main 2 - Uniform (PLF)0 to 3' 8"N/A 90.0 -Wall - Main 3 - Uniform (PLF)6' 8" to 7' 4"N/A 90.0 -Wall - Main 4 - Uniform (PSF)0 to 3' 8"17' 6"15.0 40.0 Floor - Upper 5 - Uniform (PSF)6' 8" to 7' 4"17' 6"15.0 40.0 Floor - Upper 6 - Point (lb)3' 8"N/A 371 963 Linked from: Pantry Door, Support 1 7 - Point (lb)6' 8"N/A 371 963 Linked from: Pantry 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 plan dated 1/28/22. 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, Flush Hidden Room (H) 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 20 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3342 @ 1 1/2"5738 (3.00")Passed (58%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2204 @ 1' 1/4"3746 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3732 @ 1' 9"5147 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.025 @ 2' 7 11/16"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.042 @ 2' 7 11/16"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 Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.75"1340 2002 32 3374 None 2 - Trimmer - SPF 3.00"3.00"1.50"859 1271 14 2144 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 Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 5' 6"8' 6"15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 1' 9"8' 6"15.0 40.0 -Floor - Upper 4 - Uniform (PLF)0 to 1' 9"N/A 80.0 --Wall - Upper 5 - Point (lb)1' 9"N/A 582 808 46 Linked from: Kitchen 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 plan dated 1/28/22. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 21 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)7877 @ 3"11419 (4.50")Passed (69%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)6988 @ 1' 2"7265 Passed (96%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Moment (Ft-lbs)12871 @ 3' 3"13541 Passed (95%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Live Load Defl. (in)0.130 @ 3' 3"0.208 Passed (L/576)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in)0.227 @ 3' 3"0.313 Passed (L/331)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] 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 4.50"4.50"3.10"3350 3569 2468 9387 None 2 - Trimmer - SPF 4.50"4.50"3.08"3285 3608 2436 9329 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 5" o/c Bottom Edge (Lu)6' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 9"N/A 9.7 ---- 1 - Uniform (PSF)0 to 6' 9"8' 6"15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 6' 9"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 6' 9"7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)1' 10" to 5' 8"8' 6"15.0 40.0 -Floor - Upper 5 - Uniform (PLF)1' 10" to 5' 8"N/A 80.0 --Wall - Upper 6 - Uniform (PSF)3' 3" to 5' 8"15'20.0 -35.0 Snow - Main 7 - Point (lb)3' 3"N/A 345 -591 Linked from: Bath Window, Support 2 8 - Point (lb)1' 10"N/A 1976 1105 2185 Linked from: Dining Patio Door, Support 2 9 - Point (lb)5' 8"N/A 787 584/-67 859 Linked from: Great 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 plan dated 1/28/22. 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 Patio Door 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 22 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)6681 @ 1 1/2"7613 (3.00")Passed (88%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)3173 @ 4' 5 1/2"6872 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)5012 @ 2' 11 3/4"10422 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.055 @ 2' 9 9/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in)0.094 @ 2' 9 9/16"0.262 Passed (L/668)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] 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"2.63"2794 3325 1857 7976 None 2 - Trimmer - SPF 3.00"3.00"2.22"2353 2660 1722 6735 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 Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"8' 6"15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 3 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 4 - Uniform (PSF)4' 3" to 5' 6"8' 6"15.0 40.0 -Floor - Upper 5 - Uniform (PLF)4' 3" to 5' 6"N/A 80.0 --Wall - Upper 6 - Uniform (PSF)4' 3" to 5' 6"15'20.0 -35.0 Snow - Main 7 - Point (lb)6"N/A 1817 1566 1635 Linked from: Great Room Window, Support 3 8 - Point (lb)4' 3"N/A 1057 584/-67 1288 Linked from: Great Window, Support 4 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 plan dated 1/28/22. 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 Window Rear 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 23 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1391 @ 1 1/2"3825 (3.00")Passed (36%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)773 @ 1' 1/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1540 @ 2' 9"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.031 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"1.50"1009 220 289 1518 None 2 - Trimmer - SPF 3.00"3.00"1.50"1009 220 289 1518 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 Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - Upper 4 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall - Upper 5 - Uniform (PLF)0 to 5' 6"N/A 160.0 -105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/28/22. 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 Window Side 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 24 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1939 @ 0 1913 (1.50")Passed (101%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1071 @ 10 3/4"2498 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1939 @ 2'3431 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.015 @ 2'0.133 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.020 @ 2'0.200 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"1.52"539 1400 1939 None 2 - Trimmer - SPF 1.50"1.50"1.52"539 1400 1939 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' o/c Bottom Edge (Lu)4' o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4'N/A 7.0 -- 1 - Uniform (PSF)0 to 4'17' 6"15.0 40.0 Floor - 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 plan dated 1/28/22. 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, Mech Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 25 / 26 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2785 @ 2' 10 1/2"3806 (1.50")Passed (73%)--1.0 D + 1.0 L (All Spans) Shear (lbs)928 @ 1' 1/2"6872 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1915 @ 1' 6"10422 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.011 @ 1' 6"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.015 @ 1' 6"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 3.00"3.00"1.50"938 2100 3038 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' 11" o/c Bottom Edge (Lu)2' 11" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 10 1/2"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 10 1/2"17' 6"15.0 40.0 Floor - Main 2 - Uniform (PLF)0 to 2' 10 1/2"N/A 90.0 -Wall - Main 3 - Uniform (PSF)0 to 2' 10 1/2"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 plan dated 1/28/22. 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, Bath Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/22/2022 5:29:11 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 17866 Evershed Way, Lakeville, MN Topaz - Payton II XL 17866 Evershed Way, Lakeville, MN 2/22/22; #25359 Page 26 / 26 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) 3/4/22 Y AM