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Home My WebLink AboutLA221864 - 6996 184th St W-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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND MAIN FLOOR1005.2'UPPER PLATE1023.9'T.O. HOUSE FOUNDATION1003.5'T.O. HOUSE FOUNDATION1003.5'MAIN PLATE1014.3'MAIN PLATE1014.3'UPPER FLOOR1015.8'MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"ALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDEFRIEZE BOARD TYP.VINYL BOARD &BATTEN TYP.VINYL LAP SIDING & VINYL CORNERS ALL SIDESCULTURED STONE W/CONCRETE CAP4" SMARTSIDE TRIM@ WINDOWS & DOORSTYP. -FRONT ONLYADDRESS STONE6" SMARTSIDE STORYBOARD TYP.SEE COLUMN DETAIL SHEET A-5017" / 12"4" / 12"8" 12"GARAGE PLATE HEIGHT10' - 9 3/8"8" 12"3' - 6"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 2' -6"7" / 12"T.O. GARAGE FOUNDATION1002.5'1' - 0"1/4" = 1'-0"A-2011FRONT ELEVATIONDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:45 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-201OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTONSHEET INDEXSHEET NAME SHEET NUMBERELEVATION A-201ELEVATIONS/ ROOF A-202FOUNDATION PLAN A-401LOWER FLOOR A-402MAIN FLOOR A-403UPPER FLOOR A-404SCHEDULES/ DETAILS A-501DETAILS A-502Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode02/22/2024jnuetzman 24" RETURNSTYPICAL7" 12"7" / 12"8" / 12"8" / 12"7" 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS @SIDES & REAR7" / 12"7" 12"4" 12"7" / 12"8" 12"LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED 24" RETURNSTYPICAL7" 12"4" 12"7" / 12"8" / 12"8" / 12"4:127" 12"LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED STANDARD ENERGY HEELS @ 7:12W/ 8:12 FASCIA LINES TO MATCH18" OVERHANGS & 12" RAKES TYP.6 ROOF VENTS @ HOUSE4 ROOF VENTS @ GARAGE7" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"4" / 12"4" / 12"STANDARD ENERGY HEELS @ 4:12 W/7:12 & 8:12 FASCIA LINES TO MATCH3' - 0"3' - 0"7" / 12"7" / 12"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:46 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-202OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 48' - 0"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"50' - 0"28' - 2"19' - 10"14' - 0"5' - 10"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 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 20" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 8"20' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE48' - 0"15' - 8 1/4"3' - 4 1/2"3' - 11 1/4"3' - 10 3/4"13' - 1 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.20' - 0"28' - 0"40' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"26' - 4"16' - 6"11' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"26' - 0"1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"40' - 0"10' - 0"3' - 11"7' - 4"0' - 5"14' - 8"LEAVE A 12" GAP IN FOOTINGFOR PLUMBING0' - 4"7' - 0 3/4"12' - 7 1/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8'-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 CODE50' - 0"7' - 10 1/2"WINDOW M.O.3' - 3"0' - 9"WINDOW M.O.3' - 3"13' - 10 1/2"8' - 0"3' - 0"M.O. HEIGHT 19 1/2"M.O. HEIGHT 19 1/2"EGRESS WELL8'-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.20' - 0"6' - 4"LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED TOP OF GARAGE FOUNDATION WALL TO MATCH TOP OF HOUSE FOUNDATION TOP OF GARAGE FOUNDATION TO DROP 12" FROM TOP OF HOUSE FOUNDATION TOP OF GARAGE FOUNDATION WALL TO MATCH TOP OF HOUSE FOUNDATION DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:47 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-401OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDFURNACESUMPW. H.F. D.4' VANITYFAMILY ROOMBEDROOM #5BATH20' - 0"28' - 0"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"28' - 2"19' - 10"15' - 10"5' - 10"4' - 8"CO DET.18" FLOOR TRUSSESPER MFG. SPACING19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"22/4 x 6/8R.O. 2' -6" x 6' -11"48" F.G. SHWR32/6 x 6/8R.O. 2' -8" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING14' - 0"5' - 10"11' - 8"16' - 6"UNEXCAVATEDR & SH. @ 65"2x67' - 7"1' - 11"3' - 8"SMOKEDET.*3-1/2" CONC. FLOOR*MECHANICALS MAY VARY19' - 8"20' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/SHEATHING2-2x10 W/2 TRIMMERS2-2x102-2x102-2x1012" CANTILEVERABOVE50' - 0"40' - 0"4' - 3 1/4"7' - 4 3/4"3' - 11"10' - 9"0' - 4"14' - 8"11' - 8"4' - 2 1/2"15' - 1"3' - 6"52/8 x 6/8R.O. 2' -10" x 6' -11"MECHANICAL22/4 x 6/8R.O. 2' -6" x 6' -11"AIR EX.2" FOAM INSULATIONBETWEEN WALL & SLAB1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"2' - 0"26' - 0"26' - 4"48' - 0"48' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"2-9 1/2" LSL0' - 4"FLOOR GIRDER2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.CLOSET2-9 1/2" LSLSMOKEDET.EGRESS WELL75036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"50' - 0"40' - 0"10' - 0"9' - 6"4' - 0"15' - 6"8' - 0"3' - 0"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0 1/2"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0 1/2"6' - 4"20' - 0"2-2x102-2x10 W/2 TRIMMERS LANDSCAPE RETAINING WALL BY OTHERS AS REQUIRED TOP OF GARAGE FOUNDATION TO DROP 12" FROM TOP OF HOUSE FOUNDATION 1/4" = 1'-0"A-4021LOWER FLOOR PLANDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:48 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-402OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTONBWPsAboveFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 28' - 0"20' - 0"28' - 0"20' - 0"50' - 0"3/0 x 6/8 W/12" D.S. SL'S8KITCHENDINING ROOMGREAT ROOMFOYEROFFICE30" RANGEGARAGEPORCH1112" TRANSOM / 6/0 x 6/8 SLIDERR.O. 6' -0" x 7' -8"5' - 10 1/8"5' - 1"17' - 0 7/8"6' - 0"14' - 0"18' - 10"31' - 2"20' - 2"11' - 0"9' - 6"12' - 6"11' - 3"6' - 9"50' - 0"2' - 1"16' - 0"2' - 1"1' - 3"8' - 0"1' - 9"0' - 10"5' - 2"1' - 0"11' - 0"7' - 4"SMOKEDET.2-11 7/8" LSL4' - 2"4' - 0"12" CANT. ABOVE3' - 10"9' - 0"6' - 6"SEE COLUMN DETAIL SHEET A-5014' - 4"5' - 10"0' - 10"15' - 0"18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.3-2x10 W/2 TRIMMERS3-9 1/2" LSL W/3 TRIMMERS2-2x10TYP.0' - 4 1/2"26' - 0"2' - 0"62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"2-2x1210' - 0"40' - 0"SNACK BAR19' - 4"20' - 8"4' - 0"1' - 4"CS-WSP3' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.SINKPOWDER36" REF22/4 x 6/8R.O. 2' -6" x 6' -11"3/0 x 6/8OPG.72-2x102-2x10 W/2 TRIMMERS2-2x103-9 1/2"LSL FLUSH2-2x10 W/2 TRIMMERS2-2x102-2x102-2x10CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP5' - 0" B.W.P.48' - 0"7' - 5"18' - 7"3' - 2 3/4"5' - 6"3' - 2"1' - 0"3' - 9"2' - 0"3' - 4"4' - 2 1/4"12' - 8 3/4"12' - 2"19' - 8"3' - 8"4' - 6"11' - 6"16' - 6"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"2-9 1/2" LSL24" CANTILEVER ABOVE26' - 0"9' - 8"11' - 0"40' - 0"KNEE WALL W/14" SPINDLES2-2x102-9 1/2"LSL FLUSH2-11 7/8"LSL FLUSHW/ 2 TRIMMERS5/0 x 6/899" HEAT DUCT2' - 0"2' - 0"14' - 5 1/16"2' - 7 13/16"3' - 2 5/16"2' - 7 13/16"EQEQ63650 NVPWG/3620 NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"6653636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"106050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"ATTICACCESSR & SH.CS-WSP4' - 0" B.W.P.16" SH.16" SH.PAINTED CABINETSFULL TILE BACKSPLASH12/0 x 6/8R.O. 2' -2" x 6' -11"1216' x 8' O.H. GARAGE DOOR8' x 8' O.H.GARAGEDOOR1048' - 0"CS-WSP5' - 1" B.W.P.22/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET4' - 6"2' - 6"4' - 4"GAS LINE FOR RANGE1' - 0"GAS F.P.20' - 0"2' - 0"11' - 4"14' - 8"18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MUD ROOMFRAME BOTTOM OFWINDOW @ 44" A.F.F.3-2x6HHUS410HU6103-2x63-2x62-2x6PFH1' - 9"PFH2' - 1"PFH2' - 1"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 NOTES2' - 7"DWSET FIREPLACE @ FINISHED FLOOR HALF HIGH STONE WRAPPED TO EXTERIOR WALL W/ FLOATING BOX MANTELNO TECH TUBE OR RECEPTACLE ABOVE 2-2x105' - 0"EQEQEQEQ4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE6' - 0"2-2x10FLUSH 3'-3" VANITYADDITIONAL STEPS TO IN WALK TO DRIVEWAY VERIFY ON SITE RAILING PER CODE 1/4" = 1'-0"A-4031MAIN FLOOR PLANDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:49 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-403OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTONBWPsAboveFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). BEDROOM #4LAUNDRYBEDROOM #3PRIMARY SUITEHALL1/2 WALL W/WOOD CAPSMOKEDET.SMOKEDET.6' VANITYCLOSETR & SH. @ 65"32/6 x 6/8R.O. 2' -8" x 6' -11"SMOKEDET.R & SH. @ 65"BEDROOM #2GIRDER TRUSSCO DET.SMOKEDET.MFG. ROOF TRUSSESPER MFG. SPACINGATTICACCESS2' LINEN42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"4:124:12GIRDERTRUSS13' - 0"27' - 0"3' - 0"28' - 0"29' - 0"2' - 0"26' - 6"13' - 6"R & SH. @ 65"22/4 x 6/8R.O. 2' -6" x 6' -11"6' - 4"14' - 6"5' - 8"6' - 9"6' - 9"32/6 x 6/8R.O. 2' -8" x 6' -11"CLOSETBATH2x63' VANITYR & SH. @ 65"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"6' - 6"6' - 6"2' - 6"7' - 6"17' - 0"VAULT LINE2-2x10 W/2 TRIMMERS2-2x102-2x102-2x102-2x10CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.40' - 0"5' - 9"22' - 3"40' - 0"5' - 5"4' - 3"1' - 8"4' - 8"5' - 0"10' - 11"2' - 7"14' - 6"9' - 2"3' - 6"2' - 6"11' - 8 1/4"6' - 5 3/4"6' - 8"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"4' - 4"5' - 0"0' - 10"15' - 10"48" F.G. SHOWER W/ C.T. WALLS & BY-PASSDOORS2-2x102-2x10 W/2 TRIMMERS32020 NVFA2R.O. 4' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"118050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"5' TUB/SHWRSMOKEDET.DBL FRAMED FOR PLUMBING WALLKNEE WALL W/14" SPINDLESMFG. ROOF TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSESPER MFG. SPACINGEN SUITE52/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"2-2x63-2x63-2x63-2x63-2x622/4 x 6/8R.O. 2' -6" x 6' -11"DRYERWASHERCS-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 NOTES32/6 x 6/8R.O. 2' -8" x 6' -11"2x63' - 8"95050E NVG1R.O. 5' -0" x 5' -0"H.H. 6' -10"31' - 0"31' - 0"MFG. ROOF TRUSSESPER MFG. SPACING2' - 11 1/2"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:51 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-404OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFAN WATCH DOG WATER PROOF COATINGFROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:52 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-501OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-5012TYP. WALL SECTIONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2020 NVFA1 2' - 0" 2' - 0" 2' - 6"3 VECTOR ENVISION SERIES 1 2020 NVFA2 4' - 0" 2' - 0" 6' - 10"4 VECTOR ENVISION SERIES 4 3016 NVPWG 3' - 0" 1' - 6" VARIES5 VECTOR ENVISION SERIES 1 3636 NVG1 3' - 6" 3' - 6" 7' - 2"6 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVFA TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"8 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"9 VECTOR ENVISION SERIES 1 5050E NVG1 5' - 0" 5' - 0" 6' - 10"10 VECTOR ENVISION SERIES 1 6050E NVG1 6' - 0" 5' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"1/2" = 1'-0"A-5013TYP. COLUMNROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR FAMILY ROOM CARPET 421 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 151 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 65 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 66 SF 8' - 2"LOWER FLOOR MECHANICAL CONCRETE 182 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 122 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 77 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 679 SF 10' - 9 3/8"MAIN FLOOR PORCH CONCRETE 113 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 48 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 30 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 31 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 191 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 110 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 244 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 118 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 143 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 139 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 189 SF 8' - 1 1/8" VAULTEDUPPER FLOOR HALL CARPET 77 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 133 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 64 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 30 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 70 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 43 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/0 x 6/8 2' - 2" 6' - 11" 12 2/4 x 6/8 2' - 6" 6' - 11" 83 2/6 x 6/8 2' - 8" 6' - 11" 74 2/6 x 6/8 PKT 5' - 2" 6' - 11" 15 2/8 x 6/8 2' - 10" 6' - 11" 26 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 3/0 x 6/8 OPG. 18 3/0 x 6/8 W/ 12" D.S. SL'S 19 5/0 x 6/8 5' - 2" 6' - 11" 110 8' x 8' O.H. GARAGE DOOR 111 12" TRANSOM / 6/0 x 6/8 SLIDER 6' - 0" 7' - 8" 112 16' x 8' O.H. GARAGE DOOR 1 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLAN3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" 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 SEALER1' - 8"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONDRYVIT INSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED 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: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 HEREINWERE 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 CHECK ALL 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.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN2/7/2024 10:56:52 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-502OTT4232.6.24 CB110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5026TYP. LOOKOUT SECTION RIBBON BLOCK FORDECKSEE HANDOUTPROVIDED FORATTACHMENT OFF14 TO F2FLUSH HEADEROVER WINDOWFLUSH (2) 2X10FLUSH (2) 2X10PAINTED ENDPAINTED END18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMF5F13F8F4F4F2F1F1F1F1F3F3F6F6F6F6F7F7F7F7F7F7F1F11F11F17F12F9F9F16F14F14F15F10LUS410THA422THA422LUS410THA42216-06-0019-03-08 3-08-08 3-08-0814-08-002-00-0026-00-0028-00-0028-00-0020-08-0019-04-0040-00-001-10-042-00-002-00-002-00-002-00-008-081-07-041-08-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-004-00-0010-02-005-11-005-00-001-00-00Customer: Lyman Lumber - ChanhassenJob Number: 326452-CHome Owner: TOPAZ / PAYTON XL / SKAPYAK RESJob Name: 1st FloorSite Address: 6996 184TH ST W Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/9/2024Version: 8.5.3.233 ODD SPACINGFLUSH 2-PLY 11-7/8" LVLFLUSH (2) 2X10PAINTED ENDPAINTED ENDFLUSH 2-PLY 9 1/2" LVL18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMu=102d=1050u=314d=1204FF3FF11FF7FF1FF1FF1FF1FF1FF12FF13FF13FF13FF5FF5FF6FF6FF8FF8FF9FF9FF9FF9FF1FF14FF4FF4FF4FF4FF15FF18FF17FF17FF17FF17HUS2616-06-0012-02-0019-03-08 3-08-08 3-08-0810-02-009-04-0014-08-006-00-002-00-0026-00-0020-00-0048-00-0020-00-0028-00-002-00-0011-00-0020-02-0018-10-0010-00-0013-06-0026-06-0050-00-002-00-081-09-122-00-002-00-002-00-008-081-07-041-08-042-00-002-00-002-00-002-00-002-00-002-00-002-00-004-00-002-00-002-00-002-00-002-00-0010-0013-00-006-04-002-00-0020-08-001-00-002-00-004-00-08Customer: Lyman Lumber - ChanhassenJob Number: 326452-BHome Owner: TOPAZ / PAYTON XL / SKAPYAK RESJob Name: 2nd FloorSite Address: 6996 184TH ST W Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/9/2024Version: 8.5.3.233 2x4 LEDGERDIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING.THE TRUSS ID DOES NOT DENOTE THE LEFTEND OF THE ROOF TRUSS ON THEPLACEMENT PLAN. USE THE LEFT END OFTHE SEALED TRUSS DRAWING AND THETRIANGLE ON THE PLACEMENT PLAN TOLOCATE THE PROPER END OF EACH ROOFTRUSS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLJOSH @ 651-287-1944OREMAIL: JRUDESILL@VILLAUME.COMu=102d=1050u=314d=1204D= 4736#U= 230#D= 5232#U= 232#D= 3982#U= 742#D= 5948#U= 1029#u=700d=2653u=650d=2533LO1C1A7A6A5A4A3A2A1A1A1A1A1M2M2M2M2M2M2M1M1M1M1N1N1N1N1M3A8CT1CJ2CJ1J1J1J1HUS266-00-001-10-082-00-002-00-002-00-0026-00-0020-00-0048-00-0020-00-0028-00-002-00-0011-00-0020-02-0018-10-0010-00-0013-06-0026-06-0050-00-001-11-042-00-002-00-002-00-002-00-002-00-0010-0013-00-006-04-002-00-0020-08-001-00-004-00-08H2H1H3D3D2D2D2D2D2D2D1D1D1D1D1D1D1D4G3G1G2G2G2G2G2G2G4E1E1E1E3E1E1E2V5BV6BV7BV4FV3FV2FV1FV8V9V10HUS26LUS26HUS26LUS26LUS26LUS26LUS26HUS26HUS26HUS26HUS26LUS26HHUS28-214-03-041-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-082-00-002-00-002-00-002-00-001-11-042-00-0028-00-00Customer: Lyman Lumber - ChanhassenJob Number: 326452-CHome Owner: TOPAZ / PAYTON XL / SKAPYAK RESJob Name: 1st FloorSite Address: 6996 184TH ST W Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/9/2024Version: 8.5.3.233 MAIN FLOOR1' -8 1/4"UPPER PLATE20' -5 1/4"T.O. FOUNDATION0' -0"T.O. 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"ALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDEFRIEZE BOARD TYP.VINYL BOARD &BATTEN TYP.VINYL LAP SIDING & VINYL CORNERS ALL SIDESCULTURED STONE W/CONCRETE CAP4" SMARTSIDE TRIM@ WINDOWS & DOORSTYP. -FRONT ONLYADDRESS STONE6" SMARTSIDE STORYBOARD TYP.SEE COLUMN DETAIL SHEET A-5017" / 12"4" / 12"8" 12"GARAGE PLATE HEIGHT10' - 9 3/8"8" 12"3' - 6"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 2' -6"7" / 12"1/4" = 1'-0"A-2011FRONT ELEVATIONDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:48 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-201OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTONSHEET INDEXSHEET NAME SHEET NUMBERELEVATION A-201ELEVATIONS/ ROOF A-202FOUNDATION PLAN A-401LOWER FLOOR A-402MAIN FLOOR A-403UPPER FLOOR A-404SCHEDULES/ DETAILS A-501DETAILS A-502 24" RETURNSTYPICAL7" 12"7" / 12"8" / 12"8" / 12"7" 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS @SIDES & REAR7" / 12"7" 12"4" 12"7" / 12"8" 12"24" RETURNSTYPICAL7" 12"4" 12"7" / 12"8" / 12"8" / 12"4:127" 12"STANDARD ENERGY HEELS @ 7:12W/ 8:12 FASCIA LINES TO MATCH18" OVERHANGS & 12" RAKES TYP.6 ROOF VENTS @ HOUSE4 ROOF VENTS @ GARAGE7" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"7" / 12"4" / 12"4" / 12"STANDARD ENERGY HEELS @ 4:12 W/7:12 & 8:12 FASCIA LINES TO MATCH2' - 0"4' - 0"7" / 12"7" / 12"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:50 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-202OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLAN 48' - 0"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"50' - 0"28' - 2"19' - 10"14' - 0"5' - 10"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 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 8"20' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE48' - 0"15' - 8 1/4"3' - 4 1/2"3' - 11 1/4"3' - 10 3/4"13' - 1 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.20' - 0"28' - 0"40' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"26' - 4"16' - 6"11' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"26' - 0"1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"40' - 0"10' - 0"3' - 11"7' - 4"0' - 5"14' - 8"LEAVE A 12" GAP IN FOOTINGFOR PLUMBING3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"7' - 0 3/4"12' - 7 1/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8'-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 CODE50' - 0"7' - 10 1/2"WINDOW M.O.3' - 3"0' - 9"WINDOW M.O.3' - 3"13' - 10 1/2"8' - 0"3' - 0"M.O. HEIGHT 19 1/2"M.O. HEIGHT 19 1/2"EGRESS WELL8'-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.6' - 4"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:51 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-401OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDFURNACESUMPW. H.F. D.4' VANITYFAMILY ROOMBEDROOM #5BATH20' - 0"28' - 0"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"28' - 2"19' - 10"15' - 10"5' - 10"4' - 8"CO DET.18" FLOOR TRUSSESPER MFG. SPACING19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"22/4 x 6/8R.O. 2' -6" x 6' -11"48" F.G. SHWR32/6 x 6/8R.O. 2' -8" x 6' -11"18" FLOOR TRUSSESPER MFG. SPACING14' - 0"5' - 10"11' - 8"16' - 6"UNEXCAVATEDR & SH. @ 65"2x67' - 7"1' - 11"3' - 8"SMOKEDET.*3-1/2" CONC. FLOOR*MECHANICALS MAY VARY19' - 8"20' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/SHEATHING2-2x10 W/2 TRIMMERS2-2x102-2x102-2x1012" CANTILEVERABOVE50' - 0"40' - 0"4' - 3 1/4"7' - 4 3/4"3' - 11"10' - 9"0' - 4"14' - 8"11' - 8"4' - 2 1/2"15' - 1"3' - 6"52/8 x 6/8R.O. 2' -10" x 6' -11"MECHANICAL22/4 x 6/8R.O. 2' -6" x 6' -11"AIR EX.2" FOAM INSULATIONBETWEEN WALL & SLAB1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"2' - 0"26' - 0"26' - 4"48' - 0"48' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"2-9 1/2" LSL0' - 4"FLOOR GIRDER2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.CLOSET2-9 1/2" LSLSMOKEDET.EGRESS WELL75036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"50' - 0"40' - 0"10' - 0"9' - 6"4' - 0"15' - 6"8' - 0"3' - 0"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0 1/2"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0 1/2"6' - 4"1/4" = 1'-0"A-4021LOWER FLOOR PLANDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:52 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-402OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***[||][][][][][]][][][][][][[[]]]||OKOK2 - 2x102 Trimmers2 - 2x10OKOKOK 28' - 0"20' - 0"28' - 0"20' - 0"50' - 0"3/0 x 6/8 W/12" D.S. SL'S8KITCHENDINING ROOMGREAT ROOMFOYEROFFICE30" RANGEGARAGEPORCH1112" TRANSOM / 6/0 x 6/8 SLIDERR.O. 6' -0" x 7' -8"5' - 11"5' - 0"17' - 1"6' - 0"14' - 0"18' - 10"31' - 2"20' - 2"11' - 0"9' - 6"12' - 6"11' - 3"6' - 9"50' - 0"2' - 1"16' - 0"2' - 1"1' - 3"8' - 0"1' - 9"0' - 10"5' - 2"1' - 0"11' - 0"7' - 4"SMOKEDET.2-11 7/8" LSL4' - 2"4' - 0"12" CANT. ABOVE3' - 10"9' - 0"6' - 6"SEE COLUMN DETAIL SHEET A-5014' - 4"5' - 10"0' - 10"15' - 0"18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.3-2x10 W/2 TRIMMERS2-9 1/2" LSL W/3 TRIMMERS2-2x10TYP.0' - 4 1/2"26' - 0"2' - 0"62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"2-2x1210' - 0"40' - 0"SNACK BAR19' - 4"20' - 8"4' - 0"1' - 4"CS-WSP3' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.SINKPOWDER36" REF22/4 x 6/8R.O. 2' -6" x 6' -11"3/0 x 6/8OPG.72-2x102-2x10 W/2 TRIMMERS2-2x102-11 7/8"LSL FLUSH W/3 TRIMMERS2-2x10 W/2 TRIMMERS2-2x102-2x102-2x10CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP5' - 0" B.W.P.2-2x1048' - 0"7' - 5"18' - 7"3' - 2 3/4"5' - 6"3' - 2"1' - 0"3' - 9"2' - 0"3' - 4"4' - 2 1/4"12' - 8 3/4"12' - 2"19' - 8"3' - 8"4' - 6"11' - 6"16' - 6"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"2-9 1/2" LSL24" CANTILEVER ABOVE26' - 0"9' - 8"11' - 0"40' - 0"KNEE WALL W/14" SPINDLES2-2x102-11 7/8"LSL FLUSH W/3 TRIMMERS2-11 7/8"LSL FLUSHW/ 2 TRIMMERS5/0 x 6/899" HEAT DUCT2' - 0"2' - 0"14' - 5 1/16"2' - 7 15/16"3' - 2 5/16"2' - 8 11/16"EQEQ63650 NVPWG/3620 NVFA TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"6653636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"43016 NVPWGR.O. 3' -0" x 1' -6"H.H. 8' -0"106050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"ATTICACCESSR & SH.CS-WSP4' - 0" B.W.P.16" SH.16" SH.PAINTED CABINETSFULL TILE BACKSPLASH12/0 x 6/8R.O. 2' -2" x 6' -11"1216' x 8' O.H. GARAGE DOOR8' x 8' O.H.GARAGEDOOR1048' - 0"CS-WSP5' - 0" B.W.P.22/4 x 6/8R.O. 2' -6" x 6' -11"CLOSETSINK4' - 6"2' - 6"4' - 4"GAS LINE FOR RANGE1' - 0"GAS F.P.20' - 0"2' - 0"11' - 4"14' - 8"18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MUD ROOMFRAME BOTTOM OFWINDOW @ 44" A.F.F.3-2x6HHUS410HHUS4103-2x63-2x62-2x6PFH1' - 9"PFH2' - 1"PFH2' - 1"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 NOTES2' - 7"DWSET FIREPLACE @ FINISHED FLOOR HALF HIGH STONE WRAPPED TO EXTERIOR WALL W/ FLOATING BOX MANTELNO TECH TUBE OR RECEPTACLE ABOVE 2-2x105' - 0"EQEQEQEQ4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE6' - 0"1/4" = 1'-0"A-4031MAIN FLOOR PLANDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:53 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-403OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***|||||| || ||[][][][][][][]||OKOKOKOKOKOKOK2 - 9-1/2" LSL Flush3 - 9-1/2" LSL Flush3 - 9-1/2" LSL3 TrimmersOKOKOKOKOKOKOKOKOKOKOKOKOK BEDROOM #4LAUNDRYBEDROOM #3PRIMARY SUITEHALL1/2 WALL W/WOOD CAPSMOKEDET.SMOKEDET.6' VANITYCLOSETR & SH. @ 65"32/6 x 6/8R.O. 2' -8" x 6' -11"SMOKEDET.R & SH. @ 65"BEDROOM #2GIRDER TRUSSCO DET.SMOKEDET.MFG. ROOF TRUSSESPER MFG. SPACINGATTICACCESS2' LINEN42/6 x 6/8 PKTR.O. 5' -2" x 6' -11"4:124:12GIRDERTRUSS13' - 0"27' - 0"3' - 0"28' - 0"29' - 0"2' - 0"26' - 6"13' - 6"R & SH. @ 65"22/4 x 6/8R.O. 2' -6" x 6' -11"6' - 4"14' - 6"5' - 8"6' - 9"6' - 9"32/6 x 6/8R.O. 2' -8" x 6' -11"CLOSETBATH2x63' VANITYR & SH. @ 65"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"6' - 6"6' - 6"2' - 6"7' - 6"17' - 0"VAULT LINE2-2x10 W/2 TRIMMERS2-2x102-2x102-2x102-2x10CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.40' - 0"5' - 9"22' - 3"40' - 0"5' - 5"4' - 3"1' - 8"4' - 8"5' - 0"10' - 11"2' - 7"14' - 6"9' - 2"3' - 6"2' - 6"11' - 8 1/4"6' - 5 3/4"6' - 8"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"4' - 4"5' - 0"0' - 10"15' - 10"48" F.G. SHOWER W/ C.T. WALLS & BY-PASSDOORS2-2x102-2x10 W/2 TRIMMERS32020 NVFA2R.O. 4' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"118050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"5' TUB/SHWRSMOKEDET.DBL FRAMED FOR PLUMBING WALLKNEE WALL W/14" SPINDLESMFG. ROOF TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSESPER MFG. SPACINGEN SUITE52/8 x 6/8R.O. 2' -10" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"2-2x63-2x63-2x63-2x63-2x622/4 x 6/8R.O. 2' -6" x 6' -11"DRYERWASHERCS-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 NOTES32/6 x 6/8R.O. 2' -8" x 6' -11"2x63' - 8"95050E NVG1R.O. 5' -0" x 5' -0"H.H. 6' -10"31' - 0"31' - 0"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:54 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-404OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/4" = 1'-0"A-4041UPPER FLOOR PLAN*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***OKOKOKOKOKOKOKOKOKOKOKOK WATCH DOG WATER PROOF COATINGFROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:55 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-501OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-5012TYP. WALL SECTIONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 3 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2020 NVFA1 2' - 0" 2' - 0" 2' - 6"3 VECTOR ENVISION SERIES 1 2020 NVFA2 4' - 0" 2' - 0" 6' - 10"4 VECTOR ENVISION SERIES 4 3016 NVPWG 3' - 0" 1' - 6" VARIES5 VECTOR ENVISION SERIES 1 3636 NVG1 3' - 6" 3' - 6" 7' - 2"6 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVFA TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"7 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"8 VECTOR ENVISION SERIES 2 5040E NVG1 5' - 0" 4' - 0" 6' - 10"9 VECTOR ENVISION SERIES 1 5050E NVG1 5' - 0" 5' - 0" 6' - 10"10 VECTOR ENVISION SERIES 1 6050E NVG1 6' - 0" 5' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"1/2" = 1'-0"A-5013TYP. COLUMNROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR FAMILY ROOM CARPET 421 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 151 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 65 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 66 SF 8' - 2"LOWER FLOOR MECHANICAL CONCRETE 182 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 122 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 77 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 679 SF 10' - 9 3/8"MAIN FLOOR PORCH CONCRETE 113 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 48 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 30 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 31 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 191 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 110 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 244 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 118 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 143 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 139 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 189 SF 8' - 1 1/8" VAULTEDUPPER FLOOR HALL CARPET 77 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 133 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 64 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 30 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 70 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 43 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/0 x 6/8 2' - 2" 6' - 11" 12 2/4 x 6/8 2' - 6" 6' - 11" 83 2/6 x 6/8 2' - 8" 6' - 11" 74 2/6 x 6/8 PKT 5' - 2" 6' - 11" 15 2/8 x 6/8 2' - 10" 6' - 11" 26 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 3/0 x 6/8 OPG. 18 3/0 x 6/8 W/ 12" D.S. SL'S 19 5/0 x 6/8 5' - 2" 6' - 11" 110 8' x 8' O.H. GARAGE DOOR 111 12" TRANSOM / 6/0 x 6/8 SLIDER 6' - 0" 7' - 8" 112 16' x 8' O.H. GARAGE DOOR 1 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLAN3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER0' - 8"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONDRYVIT INSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:3000 COUNTY ROAD 42 WEST, SUITE 302 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:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGNMårkaArchitectureTHE 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 HEREINWERE 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 CHECK ALL 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.1/11/2024 10:28:56 AMTHE SKAPYAK RESIDENCEL10, B4 - GLACIER CREEK 5TH ADD'N6996 184TH STREET WESTLAKEVILLE, MN 55044A-502OTT423110610847941.10.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR2984THE PAYTON1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5026TYP. LOOKOUT SECTION Upper Level Member Name Results Current Solution Comments Owner's Suite Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #2 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 Owner's Bath Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stair Landing Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #4 Closet Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #4 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Main Level Member Name Results Current Solution Comments Foyer/Stairs Flush Beam (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Kitchen Window Rear Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Dining Room Patio Door Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Great Room Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Office Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Drop Front Porch (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Foyer Flush Beam (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Flush Beam (V)Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Front Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 8' OHD Passed 2 piece(s) 2 x 12 SPF No.1/No.2 Mudroom Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Kitchen Flush Beam (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mudroom Opening (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stairwell Flush Beam (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Powder Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Great Room LS Windows Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Fireplace Opening Header Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Bedroom #5 Closet Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Right Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Family Room Left Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Mechanical Opening Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stairway Flush Beam Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bathroom Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 6996 184th St W, Lakeville, MN - The Payton JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 1 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 8' 6"N/A 160.0 105.0 Snow - 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 1/10/24 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 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 2 / 35 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 Factored 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 3 / 35 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 Factored 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 1/10/24 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 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 4 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 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 (PLF)0 to 2' 3"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 1/10/24 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 Bath Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 5 / 35 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 Factored 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stair Landing Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 6 / 35 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 Factored 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 South 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 1/10/24 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 #4 Closet Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 7 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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 (PLF)0 to 5' 6"N/A 160.0 105.0 Snow - 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 1/10/24 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 #4 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 8 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4000 @ 4"8181 (5.50")Passed (49%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2943 @ 1' 5 3/8"8590 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9662 @ 5' 5 3/4"15953 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.210 @ 5' 7 1/2"0.268 Passed (L/611)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.295 @ 5' 7 9/16"0.535 Passed (L/436)--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 Factored Accessories 1 - Stud wall - SPF 5.50"5.50"2.69"1145 2855 4000 Blocking 2 - Stud wall - SPF 5.50"5.50"2.22"953 2345 3298 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 3" o/c Bottom Edge (Lu)11' 5" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 11' 4 1/2"N/A 13.0 -- 1 - Uniform (PSF)0 to 11' 4 1/2" (Back)8' 4"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 7' 5 3/4" (Front)4' 8 1/2"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer/Stairs Flush Beam (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 9 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1134 @ 0 1913 (1.50")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)592 @ 10 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1063 @ 1' 10 1/2"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"428 706 1134 None 2 - Trimmer - SPF 1.50"1.50"1.50"428 706 1134 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 9" o/c Bottom Edge (Lu)3' 9" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 9"9' 5"15.0 40.0 Floor - Upper Level 2 - Uniform (PLF)0 to 3' 9"N/A 80.0 -Wall - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 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 Rear 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 10 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3994 @ 6' 4 1/2"5738 (3.00")Passed (70%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2827 @ 5' 5 3/4"4308 Passed (66%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4951 @ 4' 7 3/4"5919 Passed (84%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.043 @ 3' 4 7/8"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.079 @ 3' 4 13/16"0.313 Passed (L/953)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1003 1077 525 2205 None 2 - Trimmer - SPF 3.00"3.00"2.09"1784 1053 1892 3994 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 10.6 ---- 1 - Uniform (PSF)0 to 4' 1"8' 4"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)4' 1" to 6' 6"7' 11 1/2"15.0 40.0 -Floor Upper 3 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 4 - Point (lb)4' 7 3/4"N/A 844 -1444 Linked from: Bedroom #2 Window, Support 2 5 - Uniform (PSF)4' 7 3/4" to 6' 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Patio Door 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 11 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5801 @ 7' 9 3/4"5738 (4.50")Passed (101%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)2273 @ 4' 10 3/4"2872 Passed (79%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)-2252 @ 7' 9 3/4"3946 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.008 @ 5' 9 15/16"0.129 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.012 @ 5' 9 11/16"0.194 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.11"1142 614/-66 1451 2691 None 2 - Trimmer - SPF 4.50"4.50"3.13"1715 1535 1504 3994 None 3 - Trimmer - SPF 4.50"4.50"4.55"2524 1535 2835 5801 None 4 - Trimmer - SPF 3.00"3.00"1.50"786 614/-66 851 1885 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)11' 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 11' 9"N/A 7.0 ---- 1 - Uniform (PSF)0 to 11' 9"8' 4"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 11' 9"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1 1/2"15'20.0 -35.0 Snow South 4 - Point (lb)1 1/2"N/A 844 -1444 Linked from: Bedroom #3 Window, Support 1 5 - Point (lb)5' 3"N/A 844 -1444 Linked from: Bedroom #3 Window, Support 2 6 - Uniform (PSF)5' 3" to 11' 9"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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 12 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2600 @ 1 1/2"3825 (3.00")Passed (68%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1490 @ 1' 1/4"2498 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2894 @ 3' 3"3431 Passed (84%)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/930)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.04"1394 899 709 2600 None 2 - Trimmer - SPF 3.00"3.00"2.04"1394 899 709 2600 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"6' 11"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch 3 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 4 - Uniform (PLF)0 to 9"N/A 160.0 -105.0 Snow - Gable 5 - Uniform (PLF)5' 9" to 6' 6"N/A 160.0 -105.0 Snow - Gable 6 - Point (lb)9"N/A 459 -289 Linked from: Bedroom #4 Window, Support 1 7 - Point (lb)5' 9"N/A 459 -289 Linked from: Bedroom #4 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 1/10/24 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 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 13 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3285 @ 12'7013 (5.50")Passed (47%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1555 @ 11'2872 Passed (54%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3244 @ 12'3946 Passed (82%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.122 @ 6' 1/2"0.367 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.189 @ 6' 3/16"0.550 Passed (L/697)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"589 982 1571 Blocking 2 - Stud wall - SPF 5.50"5.50"2.58"1244 2041 3285 Blocking 3 - Stud wall - SPF 3.00"3.00"1.50"210 459 669 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' o/c Bottom Edge (Lu)9' 4" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 19' 1" (Top)5'20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 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 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 14 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5158 @ 5 1/2"5158 (1.64")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3670 @ 1' 3"7902 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6604 @ 3' 5 1/16"11985 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.076 @ 3' 3 7/8"0.145 Passed (L/917)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.134 @ 3' 3 7/8"0.291 Passed (L/522)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Hanger on 9 1/2" SPF beam 5.50"Hanger¹1.64"2533 628 3481 6014 See note ¹ 2 - Stud wall - SPF 5.50"5.50"2.89"1895 605 2397 4293 Blocking •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 Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS410 3.00"N/A 30-16d 10-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 6' 7 1/4"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 7 1/4" (Front)1' 3"20.0 -35.0 Snow South 2 - Uniform (PSF)0 to 6' 7 1/4" (Back)4' 8"15.0 40.0 -Floor Upper 3 - Uniform (PLF)0 to 6' 7 1/4" (Top)N/A 80.0 --Wall Upper 4 - Uniform (PSF)0 to 1' 9 1/2" (Top)15'20.0 -35.0 Snow South 5 - Point (lb)1' 9 1/2" (Top)N/A 345 -591 Linked from: Bedroom #4 Closet Window, Support 1 6 - Point (lb)3' 9 1/2" (Top)N/A 345 -591 Linked from: Bedroom #4 Closet Window, Support 2 7 - Uniform (PSF)0 to 6' 7 1/4" (Top)15'20.0 -35.0 Snow South 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 Flush Beam (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 15 / 35 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 1/10/24 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 16 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11011 @ 4"12272 (5.50")Passed (90%)--1.0 D + 1.0 S (All Spans) Shear (lbs)10224 @ 1' 3"11854 Passed (86%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)17317 @ 2' 2"17977 Passed (96%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.265 @ 4' 11 11/16"0.266 Passed (L/483)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.497 @ 5' 1/2"0.532 Passed (L/257)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Stud wall - SPF 5.50"5.50"4.94"4812 818 6199 11011 Blocking 2 - Hanger on 9 1/2" SPF beam 5.50"Hanger¹1.50"1287 474 1107 2473 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)11' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HU610 2.50"N/A 18-16d 8-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 11 3/4"N/A 15.6 ---- 1 - Uniform (PSF)0 to 11' 5 1/4" (Back)9 5/8"15.0 40.0 -Floor Upper 2 - Uniform (PSF)0 to 2' 2" (Front)1'20.0 -35.0 Snow South 3 - Uniform (PSF)2' 2" to 11' 5 1/4" (Front)9 5/8"15.0 40.0 -Floor Upper 4 - Point (lb)2' 2" (Front)N/A 2533 628 3481 Linked from: Foyer Flush Beam (H), Support 1 5 - Point (lb)1' 10 3/4" (Top)N/A 2152 -3185 Linked from: GT3, Support 2 6 - Uniform (PLF)0 to 1' 10 3/4" (Top)N/A 80.0 --Wall Upper 7 - Uniform (PSF)0 to 1' 10 3/4" (Top)8' 6"20.0 -35.0 Snow South 8 - Uniform (PLF)1' 10 3/4" to 11' 5 1/4" (Top)N/A 50.0 --Standard Wall 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 Flush Beam (V) 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 17 / 35 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 1/10/24 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 18 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11946 @ 3"17128 (4.50")Passed (70%)--1.0 D + 1.0 S (All Spans) Shear (lbs)586 @ 1' 2"11854 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1236 @ 3' 1 1/2"17977 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 3' 1 1/2"0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.016 @ 3' 1 1/2"0.287 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 4.50"4.50"3.14"5183 818 6763 11946 None 2 - Trimmer - SPF 4.50"4.50"1.50"371 -564 935 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 15.6 ---- 1 - Uniform (PSF)0 to 6' 3"5' 1 7/8"20.0 -35.0 Snow - Porch 2 - Point (lb)4 1/2"N/A 4812 818 6199 Linked from: Foyer Flush Beam (V), 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Front Door 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 19 / 35 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 Factored 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 (PLF)0 to 16' 9"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 20 / 35 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"737 459 1197 None 2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1197 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 (PLF)0 to 8' 9"N/A 160.0 105.0 Gable/Snow Load 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 8' OHD 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 21 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1263 @ 0 1913 (1.50")Passed (66%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)529 @ 10 3/4"2872 Passed (18%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)974 @ 1' 6 1/2"3946 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.003 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.006 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"581 370 540 1263 None 2 - Trimmer - SPF 1.50"1.50"1.50"581 370 540 1263 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"6'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 1"1'20.0 -35.0 Snow South 3 - Uniform (PLF)0 to 3' 1"N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 3' 1"9'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 22 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3315 @ 4"8181 (5.50")Passed (41%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2333 @ 1' 3"6872 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5931 @ 4' 2 5/8"10422 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.129 @ 4' 2 5/8"0.194 Passed (L/720)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.193 @ 4' 2 5/8"0.389 Passed (L/484)--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 Factored Accessories 1 - Stud wall - SPF 5.50"5.50"2.23"1089 2225 3315 Blocking 2 - Stud wall - SPF 5.50"5.50"2.23"1089 2225 3315 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 5" o/c Bottom Edge (Lu)8' 5" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 5 1/4"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 5 1/4" (Back)7' 5"15.0 40.0 Floor Upper 2 - Uniform (PSF)0 to 8' 5 1/4" (Front)5' 9 1/4"15.0 40.0 Floor Upper 3 - Uniform (PLF)0 to 8' 5 1/4" (Top)N/A 50.0 -Standard Wall 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 1/10/24 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 Flush Beam (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 23 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1505 @ 0 1913 (1.50")Passed (79%)--1.0 D + 1.0 L (All Spans) Shear (lbs)654 @ 10 3/4"2498 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1192 @ 1' 7"3431 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 7"0.106 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 1' 7"0.158 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"476 1029 1505 None 2 - Trimmer - SPF 1.50"1.50"1.50"476 1029 1505 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 2" o/c Bottom Edge (Lu)3' 2" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 2"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 2"16' 3"15.0 40.0 Floor - Upper Level 2 - Uniform (PLF)0 to 3' 2"N/A 50.0 -Standard Wall 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Opening (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 24 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1329 @ 4"7013 (5.50")Passed (19%)--1.0 D + 1.0 L (All Spans) Shear (lbs)589 @ 1' 2 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1058 @ 2' 2 1/2"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 2' 2 1/2"0.094 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 2' 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 Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"374 955 1329 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"374 955 1329 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 5" o/c Bottom Edge (Lu)4' 5" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 5"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 5" (Back)7' 10 3/4"15.0 40.0 Floor Upper 2 - Uniform (PSF)0 to 4' 5" (Front)2' 11"15.0 40.0 Stair Stringers 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 1/10/24 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, Stairwell Flush Beam (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 25 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)544 @ 0 1913 (1.50")Passed (28%)--1.0 D + 1.0 S (All Spans) Shear (lbs)201 @ 10 3/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)290 @ 11 7/8"3946 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/16"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/8"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 Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"375 36 169 544 None 2 - Trimmer - SPF 1.50"1.50"1.50"322 36 137 460 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 Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 2' 3"9 5/8"15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper 3 - Point (lb)5 1/2"N/A 188 -118 Linked from: Owner's Bath Window, Support 2 4 - Uniform (PLF)5 1/2" to 2' 3"N/A 160.0 -105.0 Snow - 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 1/10/24 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, Powder Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 26 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)592 @ 0 1913 (1.50")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)265 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)481 @ 1' 7 1/2"3946 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"421 52 171 592 None 2 - Trimmer - SPF 1.50"1.50"1.50"421 52 171 592 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 3" (Top)9 5/8"15.0 40.0 -Floor Upper 2 - Uniform (PLF)0 to 3' 3" (Top)N/A 80.0 --Wall Upper 3 - Uniform (PLF)0 to 3' 3" (Top)N/A 160.0 -105.0 Gable/Snow Load 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room LS Windows 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 27 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1191 @ 0 1913 (1.50")Passed (62%)--1.0 D + 1.0 S (All Spans) Shear (lbs)742 @ 10 3/4"2872 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1415 @ 2' 4 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 2' 4 1/2"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.021 @ 2' 4 1/2"0.237 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"734 76 457 1191 None 2 - Trimmer - SPF 1.50"1.50"1.50"734 76 457 1191 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 (Side)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" (Top)9 5/8"15.0 40.0 -Floor Upper 2 - Uniform (PSF)0 to 4' 9" (Top)2' 6"20.0 -35.0 Snow South 3 - Uniform (PLF)0 to 4' 9" (Top)N/A 80.0 --Wall Upper 4 - Uniform (PLF)0 to 4' 9" (Top)N/A 160.0 -105.0 Gable/Snow Load 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 1/10/24 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, Fireplace Opening Header 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 28 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1216 @ 0 1913 (1.50")Passed (64%)--1.0 D + 1.0 L (All Spans) Shear (lbs)399 @ 10 3/4"2498 Passed (16%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)811 @ 1' 4"3431 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 4"0.067 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.004 @ 1' 4"0.133 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"339 878 1216 Blocking 2 - Trimmer - SPF 1.50"1.50"1.50"339 878 1216 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 8" o/c Bottom Edge (Lu)2' 8" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 8"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 8" (Top)16' 5 1/2"15.0 40.0 Floor - Main Member Notes (converted from: Floor Flush Beam) 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 1/10/24 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 Closet Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 29 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4009 @ 5' 4 1/2"7613 (3.00")Passed (53%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2553 @ 1' 1/2"6872 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4164 @ 2' 6 15/16"10422 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.049 @ 2' 8 3/4"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.074 @ 2' 8 3/4"0.262 Passed (L/851)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.56"1385 2571 3956 None 2 - Trimmer - SPF 3.00"3.00"1.58"1403 2606 4009 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 5' 6"7' 5"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 1' 3"7' 5"15.0 40.0 Floor - Upper Level 4 - Uniform (PLF)0 to 1' 3"N/A 80.0 -Wall - Upper Level 5 - Point (lb)1' 3"N/A 428 706 Linked from: Kitchen Window, Support 1 6 - Point (lb)4' 9"N/A 428 706 Linked from: Kitchen Window, Support 2 7 - Uniform (PSF)4' 9" to 5' 6"7' 5"15.0 40.0 Floor - Upper Level 8 - Uniform (PLF)4' 9" to 5' 6"N/A 80.0 -Wall - Upper Level 9 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 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 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 30 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)3339 @ 3' 4 1/2"3825 (3.00")Passed (87%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)660 @ 1' 1/4"2498 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)1195 @ 1' 9"3431 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.006 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.008 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 1.0 L (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. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"511 1073 -1584 None 2 - Trimmer - SPF 3.00"3.00"2.62"1358 1724 917 3339 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 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 3' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 6"8' 4"15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 3' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 3' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)3' 4 1/2"N/A 786 614/-66 851 Linked from: Great Room Window, Support 4 5 - Uniform (PSF)3' 4 1/2" to 3' 6"7' 5"15.0 40.0 -Floor Upper 6 - Uniform (PLF)3' 4 1/2" to 3' 6"N/A 80.0 --Wall Upper 7 - Uniform (PSF)3' 4 1/2" to 3' 6"15'20.0 -35.0 Snow South 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Right Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 31 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1471 @ 0 1913 (1.50")Passed (77%)--1.0 D + 1.0 L (All Spans) Shear (lbs)660 @ 10 3/4"2498 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1195 @ 1' 7 1/2"3431 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 1' 7 1/2"0.162 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"475 997 1471 None 2 - Trimmer - SPF 1.50"1.50"1.50"475 997 1471 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 3"8' 4"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 3' 3"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 3' 3"7'10.0 40.0 Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Left Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 32 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1879 @ 0 1913 (1.50")Passed (98%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1006 @ 10 3/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1811 @ 1' 11 1/8"3431 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.013 @ 1' 11 1/8"0.128 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.017 @ 1' 11 1/8"0.193 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"522 1357 1879 None 2 - Trimmer - SPF 1.50"1.50"1.50"522 1357 1879 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 10" o/c Bottom Edge (Lu)3' 10" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 10 1/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 10 1/4"17' 7 1/4"15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mechanical Opening 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 33 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3818 @ 4' 2"7013 (5.50")Passed (54%)--1.0 D + 1.0 L (All Spans) Shear (lbs)810 @ 5' 2"2498 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-966 @ 4' 2"3431 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 6' 2"0.096 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.007 @ 6' 2 5/16"0.192 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •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 Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"215 643/-104 858 Blocking 2 - Stud wall - SPF 5.50"5.50"2.99"1077 2741 3818 None 3 - Stud wall - SPF 5.50"5.50"1.92"667 1779/-77 2446 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 4" o/c Bottom Edge (Lu)8' 4" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 4" (Back)8'15.0 40.0 Floor 2 - Uniform (PSF)4' 4 3/4" to 7' 10 1/2" (Front)2' 11"15.0 40.0 Stair Stringers 3 - Point (lb)3' 11 1/2" (Top)N/A 374 955 Linked from: Stairwell Flush Beam (H), Support 1 4 - Point (lb)8' 4" (Top)N/A 374 955 Linked from: Stairwell Flush Beam (H), 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 1/10/24 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, Stairway Flush Beam 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 34 / 35 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2771 @ 0 3806 (1.50")Passed (73%)--1.0 D + 1.0 L (All Spans) Shear (lbs)979 @ 11"6872 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1341 @ 1' 1"10422 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 3 13/16"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.011 @ 1' 3 13/16"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"886 1885 2771 None 2 - Trimmer - SPF 1.50"1.50"1.50"512 1097 1609 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 10.4 -- 1 - Uniform (PSF)0 to 2' 9"16' 5 1/2"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 2' 9"N/A 50.0 -Standard Wall 3 - Uniform (PSF)0 to 5 3/4"7' 5"15.0 40.0 Floor Upper 4 - Uniform (PLF)0 to 5 3/4"N/A 50.0 - 5 - Point (lb)5 3/4"N/A 476 1029 Linked from: Mudroom Opening (H), 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 1/10/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bathroom Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 1/31/2024 6:34:24 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 6996 184th St W, Lakeville, MN - The Payton Topaz - The Payton 6996 184th St W, Lakeville, MN 1/31/24; Job #EWP-1195 Page 35 / 35 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-15 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's X " round duct OR 7" flex " metal duct ML19307012B Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 250 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 160 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 26610Residential Load Calculation SEER /EER Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 14 Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX024P Model Heating System Natural Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.32 Describe other insulated areas Fiberglass, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.27 Appliances Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 60333 Heating Gain Cooling Load 80 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.2/13/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville6996 184th Street W BC730925 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 2 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Builders Associaton of Minnesota version 101014 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) 2/16/24 X PM