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HomeMy WebLinkAboutLA220055 - 17781 Emerald Court - 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 FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE COLUMN DETAILSHEET A-5012ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT7" / 12"4" / 12"8" 12"8" 12"6" BUMPED OUT LOUVER 66" x 22" W/ 6" CORBELSTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:06 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-201OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode11/20/2023jnuetzman 24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"RAILING PER CODE 7" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"8" 12"6" / 12"7" / 12"7" 12"24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"7" 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12W/ 8:12 FASCIA LINES TO MATCH10 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"1 ROOF VENTS REQUIRED7" / 12"STANDARD ENERGY HEELS @ 4:12 W/ 6:12, 7:12 AND 8:12 FASCIA LINE TO MATCH 4:12 THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:09 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-202OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"49' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY51' - 0"1' - 0"5' - 10"38' - 2"6' - 0"19' - 4"6' - 10"44' - 2"42' - 0"7' - 0"49' - 0"2' - 0"21' - 6"25' - 6"2' - 0"23' - 6"27' - 6"22' - 8"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 1/2"30' - 1"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.6' - 3 1/4"15' - 2 3/4"1' - 5 1/4"14' - 4 3/4"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT, TYPICAL 6'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 15' - 0"14' - 0"13' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.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 CODE10' - 8 3/4"4' - 3 1/4"13' - 8 3/4"13' - 3 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.EGRESS WELL 15' - 6"8' - 0"2' - 10"26' - 4"51' - 0"4' - 2 3/4"22' - 1 1/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODESTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY54 x 54" x 12" CONCRETE FTG.W/ (6) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAYTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:09 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-401OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"10' - 0"18' - 6"30' - 6"49' - 0"6' - 0"38' - 2"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 0"5' - 10"BEDROOM #523' - 6"27' - 6"2' - 0"25' - 6"21' - 6"2' - 0"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"12/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOMCO DET.SMOKEDET.SMOKEDET.44' - 2"6' - 10"INSULATE BETWEEN WALL & SLAB51' - 0"26' - 4"7' - 6"7' - 6"7' - 0"7' - 0"6' - 6"6' - 6"21' - 6"16' - 8"2-2x102-9 1/2" LSLDROPPED4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"11' - 4"8' - 0"7' - 3 3/4"1' - 10 1/4"7' - 6"3-2x65x7 PSL W/ COLUMN CAP CCQ7.1-6SDS2.5 NO PLATES *ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 7' - 0"42' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x694030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"42/8 x 6/8R.O. 2' -10" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"11' - 5"2' - 6"12' - 5"15' - 0"14' - 0"13' - 0"49' - 0"SMOKEDET.7' - 9"3' - 8"16' - 11"11' - 9 1/4"ROUGH-IN FUTURE WET BAR 12' - 0"2' - 0"8' - 0"15' - 6"115036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"4' - 0"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"7' - 9"2' - 6"4' - 0"9' - 4 1/4"10' - 0 3/4"32/6 x 6/8R.O. 2' -8" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"95/0 x 6/8 OPG.75/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.EGRESS WELL BEDROOM #64-2x65-2x6ANCHOR BOLTS ON EACH SIDE OF BEARING POINT, TYPICAL STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.5' TUB/SHWR158040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"2-2x103-2x103-2x102-9 1/2" LSL 3-TRIMMERS 3-2x64-11 7/8" LSL FLUSH22' - 8"51' - 0"1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:11 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-402OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN88 42' - 0"7' - 0"OFFICESINKDW85/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"18' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 0"7' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLS GARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1416' x 8' INSULATED O.H.GARAGE DOOR52/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16' - 0"7' - 0"49' - 0"6' - 0"8' - 11"4' - 1"118' x 8' INSULATED O.H.GARAGE DOORGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-5022' - 0"21' - 6"25' - 6"2' - 0"6' - 0"38' - 0"5' - 6"0' - 6"4' - 6"5' - 10"0' - 10"7' - 10"24" CANT. ABOVE 2' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUD ROOMCLOSETKITCHEN8" BOX VAULTDINING0' - 3" TYP.GAS F.P.EQEQ63/0 x 6/8 W/ 12" D.S. SL'SSTEEL11' - 0"12' - 0"21' - 6"16' - 6"PORCHPANTRY0' - 10"10' - 2"27' - 6"23' - 6"GREAT ROOM12' - 10"3' - 8"3' - 8"17' - 10"2' - 0"19' - 0"5' - 0"GIRDER TRUSS 2-11 7/8" LVL FLUSH2-11 7/8" LSL 2-2x12 2-2x8 DROPPED 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2-2x10 3-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-2x10 W/2 TRIMMERS 5' - 9"4' - 2"7' - 4 1/4"0' - 10"5' - 2"6' - 0"4' - 10"5x7 PSLNO PLATE 5x7 PSLNO PLATES 3-2x6 11' - 2"7' - 10"3' - 10"2' - 2"22' - 0"(5) 16" SH.2x6GIRDER TRUSS36" COOKTOP W/ WOOD HOOD ABOVE STAINEDCABINETS 12" FLUSH SNACK BARR & SH. @ 68"BENCH W/HOOKSOVEN /MICRO2-2x10 FLUSH5' - 0"6' - 2"2-9 1/2" LSL FLUSHTECH TUBE OVER FIREPLACE 3-2x6KNEE WALL W/14" SPINDLES 20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.51' - 0"4' - 4"21' - 8"26' - 0"51' - 0"POWDER147050 NVGER.O. 7' -0" x 5' -0"H.H. 6' -10"104050 NVPWG TEMP.R.O. 4' -0" x 5' -0"H.H. 12' -6 3/4"8812020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12/4 x 6/8R.O. 2' -6" x 6' -11"BOTTOM OF WINDOW FRAMED @ 44" A.F.F RAILING PER CODE 1' - 11"4' - 0"1' - 7"2-2x10 15' - 0"14' - 0"13' - 0"129/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"1312/0 x 6/8 ARCH9' - 0"1' - 6"TYP.1' - 0"INSULATED GARAGE WALLS AND CEILING ROUGH-INFOR FUTURE GARAGE HEATER 4' - 0"7' - 0"4' - 3 1/4"4' - 0"4' - 0"(4) DISC LIGHTS FIREPLACE SET 12" A.F.F FLOOR 2'-3" STAINEDVANITY73636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"8' - 0"7' - 0"7' - 0"7' - 0"6' - 6"6' - 6"20" BUILT-INSTAINED83650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"20" BUILT-INSTAINEDFOYER8" BOX VAULT36" REF63050 NVH1R.O. 3' -0" x 5' -0"H.H. 6' -10"2' - 9"3' - 3"12" TALL ARCH 12"x12"SOFFIT8" BOX VAULT 6" PAST ISLAND 2-2x10 2-2x10 3-14" LVL CONT.FLUSH 5x7 PSL W/ COLUMN CAP CCQ66SDS2.5 NO PLATES 4-2x64-2x6MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.44' - 0"6' - 0"1' - 0"3' - 3 5/32"CO DET.SMOKEDET.1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:11 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-403OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FANBWPsAbove5PFHPFH555342.5Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Top of WallConnections5Shearwall LOFT42' - 0"7' - 0"19' - 6"9' - 0"6' - 6"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS12' - 0"7' - 0"23' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"3.5:12BEDROOM #3BEDROOM #4CLOSETCLOSETBATHEN SUITEOWNER'S SUITE12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"36' - 6"1' - 6"2' - 0"40' - 0"17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"3.5:122-2x102-2x102-9 1/2" LSL2-2x10 W/ 2 TRIMMERS 2-2x102-2x102-2x1042' - 0"11' - 0"8' - 8 1/4"16' - 9 3/4"6' - 0"6' - 0"3' - 5"3' - 7"2' - 6"20' - 6"21' - 6"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"8' - 4"3' - 3"8' - 9"5' - 0"9' - 11 1/4"3' - 4"9' - 5 3/4"4' - 5 1/4"9' - 3 3/4"16' - 10"11' - 9 3/4"7' - 8 1/2"5' - 7 3/4"11' - 7 3/4"6' - 10 1/4"11' - 5"5' - 11"6' - 2"SMOKEDET.5' TUB/SHWR60" F.G. BASEW/ C.T. WALLS0' - 6"R & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #22x62-2x10VAULT LINE 3-2x6GIRDER TRUSS3-2x6OWNER'SCLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.SINK136020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"43030 NVG1 TEMP.R.O. 3' -0" x 3' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"53040E NVC1R.O. 3' -0" x 4' -0"H.H. 6' -10"22424-2 AWNR.O. 4' -0" x 2' -0"H.H. 6' -10"75/0 x 6/8R.O. 5' -2" x 6' -11"BYPASS CHROME DOOR 3' x 5' TUB W/ TILEDECK32/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"7'-6" VANITY2x632/6 x 6/8R.O. 2' -8" x 6' -11"3' - 8"75/0 x 6/8R.O. 5' -2" x 6' -11"R & SH. @ 68"12' - 2"2' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"7'-3" VANITYHALF WALL W/ WOOD CAP42" TALL WALL W/ GLASS PANEL 12/4 x 6/8R.O. 2' -6" x 6' -11"3'x4' (T) LINEN22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"7' - 8 1/2"11' - 9 3/4"16' - 10"40' - 0"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"42/8 x 6/8R.O. 2' -10" x 6' -11"33020 NVPWG TEMP.R.O. 3' -0" x 2' -0"H.H. 6' -10"2-2x10DRYERWASHERTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:12 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-404OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3' WSP WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:13 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-501OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 1 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2424-2 AWN 4' - 0" 2' - 0" 6' - 10"3 VECTOR ENVISION SERIES 1 3020 NVPWG TEMP. 3' - 0" 2' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 3030 NVG1 TEMP. 3' - 0" 3' - 0" 6' - 10"5 VECTOR ENVISION SERIES 1 3040E NVC1 3' - 0" 4' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 3050 NVH1 3' - 0" 5' - 0" 6' - 10"7 VECTOR ENVISION SERIES 1 3636 NVG1 3' - 6" 3' - 6" 7' - 2"8 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"9 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"10 VECTOR ENVISION SERIES 1 4050 NVPWG TEMP. 4' - 0" 5' - 0" 12' - 6 3/4"11 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"12 VECTOR ENVISION SERIES 4 5040E NVG1 5' - 0" 4' - 0" 6' - 10"13 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 7050 NVGE 7' - 0" 5' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"16 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #5 CARPET 171 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 643 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR BEDROOM #6 CARPET 138 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 128 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 51 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 244 SF 9' - 1 1/8"MAIN FLOOR STAIRS CARPET 75 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 644 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 61 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 28 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 222 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR DINING WOOD 282 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 18 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 146 SF 9' - 1 1/8" 8" BOX VAULTUPPER FLOOR LOFT CARPET 177 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 144 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 133 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 276 SF 8' - 1 1/8" VAULTEDUPPER FLOOR BEDROOM #2 CARPET 134 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 134 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 96 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 144 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 66 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 x 6/8 9 2' - 6" 6' - 11"2 2/4 x 6/8 PKT 1 4' - 10" 6' - 11"3 2/6 x 6/8 5 2' - 8" 6' - 11"4 2/8 x 6/8 3 2' - 10" 6' - 11"5 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"6 3/0 x 6/8 W/ 12" D.S. SL'S STEEL 17 5/0 x 6/8 3 5' - 2" 6' - 11"8 5/0 x 6/8 FULL VIEW 1 5' - 2" 6' - 11"9 5/0 x 6/8 OPG. 110 6/0 x 6/8 SLIDER 1 6' - 0" 6' - 8"11 8' x 8' INSULATED O.H. GARAGE DOOR 112 9/0 x 6/8 SLIDER 1 8' - 11 3/4" 6' - 8"13 12/0 x 6/8 ARCH 114 16' x 8' INSULATED O.H. GARAGE DOOR 13" 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: 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 SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. 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 SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 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 FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:10/3/2023 9:01:14 AMTHE HASHI RESIDENCEL39, B3 - PHEASANT RUN 7TH ADD'N17781 EMERALD COURTLAKEVILLE, MN 55044A-502OTT3625.18.23 CB1568136411066.22.23. CB8.23.23 CB10.3.23 CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5027GARAGE CEILING1/2" = 1'-0"A-5026TYP. COLUMN DECK LEDGER INRIBBON18" 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.COMPAINTED ENDF8, F9, F10PAINTED ENDPAINTED ENDF7F9F2F10F8F1F8F1F8F1F8F1F8F1F3F3F3XF5F5F5F5F5F6F6F6F6F6F6F12F4F11F13F13F13F13F13F13F13F14F1517-10-003-08-003-08-0016-00-0026-00-0044-00-0038-00-0023-00-0019-00-0042-00-0042-00-001-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-08-002-00-002-00-002-00-002-00-002-00-0010-04-0015-00-0014-00-0013-00-006-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 325085-CHome Owner: TOPAZ / MADISON / HASHI RESJob Name: 1st FloorSite Address: 17781 EMERALD CT 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: 10/9/2023Version: 8.5.3.233 POST-UP BOTH ENDS OF A315904# d0# u22404# d0# uFLUSH (2) 2X1020" 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.COMFLUSH 2-PLY 9 1/2" LVLPAINTED ENDFF15FF2FF14FF1FF14FF1FF14FF3FF14FF3FF14FF3FF5FF5FF6FF8FF9XFF9FF12FF10FF11FF11XFF11XFF11XFF11FF19FF13FF4FF12FF12FF18FF7FF16FF17FF17FF17XFF7FF20FF12A3HHUS48HHUS48HHUS410HHUS410HHUS48HHUS48HHUS48HHUS48HHUS48HHUS48HHUS48HHUS482-00-0021-06-0021-06-0045-00-007-00-0038-00-0045-00-0010-00-0020-06-0018-06-0049-00-007-00-0042-00-0049-00-006-02-0010-04-001-08-002-00-002-00-002-00-002-00-008-001-04-002-00-002-00-001-05-121-00-002-00-002-00-001-00-001-00-002-00-002-00-001-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0012-00-00 7-00-0023-00-0036-06-0017-10-003-08-003-08-006-00-001-06-042-00-0015-00-0014-00-00 13-00-002-00-004-00-006-00-00Customer: Lyman Lumber - ChanhassenJob Number: 325085-BHome Owner: TOPAZ / MADISON / HASHI RESJob Name: 2nd FloorSite Address: 17781 EMERALD CT 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: 10/9/2023Version: 8.5.3.233 POST-UP BOTH ENDS OF A315904# d0# u22404# d0# u2x4 LEDGER2x4 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.COM9463# d419# u10441# d437# uLO1C1A2A1A1A3L1L1L2L3L4L5L6CT1J1J1J1J1K3K2K2K2K2K2K1K1K1K1N2N1N1N1N1N1N1N3M1M1M2LUS26LUS262-00-0021-06-0021-06-0045-00-007-00-0038-00-0045-00-0010-00-0020-06-0018-06-0049-00-007-00-0042-00-0049-00-002-00-002-00-002-00-002-00-0012-00-00 7-00-0023-00-0036-06-001-11-122-00-004-00-002-00-006-00-0015-00-0014-00-00 13-00-002-00-004-00-006-00-001-10-082-00-00H1G2G1E2E1E1E1E1E1E1E1E1E1E1E1E3E3E5E5E5E5E5E5E5E4V1V2V3V4V5HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS2617-10-0015-04-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 325085-AHome Owner: TOPAZ / MADISON / HASHI RESJob Name: RoofSite Address: 17781 EMERALD CT 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: 10/9/2023Version: 8.5.3.233 COPYRIGHT HANSON GROUP, LLC 2023©November 20, 2023Project Number:Date:3.535S11Sheets: of2PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionHashi Residence17781 Emerald CourtLakeville, MN5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:11-20-23Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337Garrett Brunell52600INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETEUPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY4S1REFERENCE PLANMAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANPARTIAL FOUNDATION PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AND WINDOW WELL FOUNDATION AT A SINGLEFAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRYPRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY NORTH HOUSERESIDENTIAL DESIGN LAST DATED 10-3-23 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. THE DESIGNOF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADER SIZES, FOUNDATION WALLS, PAD FOOTINGS, ETC ISBY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSON GROUP FORREVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TOCONSTRUCTION.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK.NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TOBE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH ENDAS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALLHORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.5.REVIEW OF PAD FOOTING REQUIREMENTS AT CONCENTRATED LOAD LOCATIONS IS BY OTHERS.6.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT TOPAND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3"IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE ANDIS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: #4 BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III)geq = 60 PSF/FT (ACTIVE)BACKFILL SOIL:SAND (GROUP I AS NOTED IN SECTIONS):geq = 30 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEPARTIAL LOWER FLOOR PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLAN5S2REMAINING HOUSE FOUNDATIONSTO BE IN ACCORDANCE w/APPLICABLE BUILDING CODES ORALTERNATIVE ENGINEERING, TYP.EXTEND WINDOW WELL SIDE WALLHORIZONTAL BARS 24" INTO FULLHEIGHT HOUSE FOUNDATIONWALLSBRACEDWALL LINE(4-FT)(3-FT)(4-FT)(3.5-FT)BRACED WALL LINE (4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACED WALL LINE(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINECONSTRUCTPERFORATEDSHEARWALL ASSHOWN IN 2/S2CONTINUEHOLDOWN ASSHOWN IN 2/S2(4-FT)BRACED WALL LINE (4-FT)(4-FT)(4-FT)(4-FT)(2.5-FT)(2.5-FT)(2.5-FT)(2.7-FT)(4-FT)BRACED WALL LINE (5-FT)CONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 1/S2(5-FT)(4-FT)BRACEDWALL LINE(4-FT)(5-FT)ONE-SIDE(4-FT)(4-FT) BRACED WALL LINE(4-FT)(4-FT) (5-FT)(5-FT)PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLBRACEDWALL LINE(4-FT)(3-FT)(8-FT)BRACED WALL LINE BRACED WALL LINE(8-FT)(4-FT)(4-FT)(3-FT) S2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±10'-938"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)- w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-112"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)COPYRIGHT HANSON GROUP, LLC 2023©Project Number:Date:S22Sheets: of2DescriptionDateRevisionPrint Name:Signed: License Number:Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337Garrett Brunell526005851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comS2FRAMING DETAILPERFORATED SHEARWALLRAISED ABOVE FLOOR SYSTEM2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES716" OR THICKERPLYWOOD/OSB EXTERIORSHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4"O.C. AT PANEL EDGES & @12" O.C. AT INTERIORSUPPORTSTYPICAL 2x6 STUDS@ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14 HOLDOWNANCHOR FASTENED TO DOUBLESTUDS (REFER TO 3/S2 FORPOST-INSTALLED HOLDOWNOPTION)PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION3S2FRAMING DETAIL WALL SECTION AT WINDOW WELL5S28'-4" MAX.SLOPE GRADE AWAYFROM FOUNDATIONGRANULARMATERIAL(SAND)3" TO HORIZ. BARS3'-6" MAX.SLAB-ON-GRADEWALL BEYOND#4 VERT. BARS ATWELL CORNERS &AT MIDPOINT OFREAR & SIDE WALLS8" MIN C.I.P.CONCRETE WALL20" x 8" CONCRETE STRIPFOOTING UNDER HOUSEFOUNDATION WALLS24" x 8" MIN. CONCRETESTRIP FOOTNG UNDERWINDOW WELL WALLSPROVIDE 2" RIGIDINSULATION AT BASEOF WELL & UP SIDE& REAR WALLSBELOW GRADEHORIZ. BAR OPTIONS:#4 BARS @ 12" O.C. OR#5 BARS @ 18" O.C. OR(2) #4 BARS @ 24" O.C.LAP AROUNDCORNERS & HOOKINTO BASEMENTWALLS EACH SIDE(2) #4 x 3'-0" BARSBELOW SLEEVE INSIDE WALL FOOTINGSPLACE (2) #4 VERTICALBARS FULL HEIGHTWITHIN 12" OFOPENING EACH ENDPROVIDE SLEEVE FOR 4" DRAINTILE PASS THROUGH IN SIDEWALL FOOTINGSLINE OFGRANULARBACKFILLREQUIREMENTS12100% GRANULAR ORGRAVEL BACKFILLw/ 6" CLAY CAP#4 HORIZ. BARS @ TOPOF WALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED8" C.I.P. CONCRETE WALL MIN.#4 x 2'-6" HOOKS@ 24" O.C.2'-0"6"PLACE ONE ANCHOR WITHIN12" OF OPENING EACH END SECTION 4S2AT BRACED WALL PANELS ABOVECANTILEVERED FLOOR FRAMINGNOTESECTION ONLY APPLIES WHEN BRACED WALLPANELS ARE LOCATED ABOVE FLOORCANTILEVER. SEE PLAN FOR APPLICABILITY.BRACED WALL PANELFASTEN BOTTOM PLATE TORIBBON BRACE / TRUSS w/(3) 16d NAILS EVERY 16" O.C.CANTILEVERED FLOORTRUSS BY SUPPLIERFRAMEWALL / BRACEDWALL PANEL BELOWBLOCKING BETWEEN TRUSSES AS FOLLOWS:·FLAT 2x4 TOP & BOTTOM·34" PLYWOOD SHEET NAILED TO 2x4's w/(8) 8d NAILS TOP & BOTTOM·CIRCULAR HOLE UP TO 8"Ø MAY BE CUTINTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TOBLOCKING w/ 8d NAILS @ 6" O.C.FASTEN BOTTOM 2x4 w/ (3) 16dNAILS EVERY 16" O.C.November 20, 20233.535Hashi Residence17781 Emerald CourtLakeville, MN11-20-232'-112"± 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 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: 90,000 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 8" flex " metal duct ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 350 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 180 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): 35060Residential 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 13 Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX036 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 Cell0.21 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+) 0.28 Appliances Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 76679 Heating Gain Cooling Load 90 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.10/30/2023 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville17781 Emerald Court BC730925 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 3 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Builders Associaton of Minnesota version 101014 Upper Level Member Name Results Current Solution Comments Owners Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Owners Bathoom Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Closet Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bath Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #4 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 Laundry 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 Main Level Member Name Results Current Solution Comments Flush Kitchen/Dining (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Garage (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Great Room Window Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Room Patio Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Kitchen Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Mudroom Entry Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 8' Garage Door Passed 2 piece(s) 2 x 12 SPF No.1/No.2 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Front Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Office Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Front Porch (H)Passed 2 piece(s) 2 x 8 SPF No.1/No.2 Powder Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Flush Family (H)Passed 4 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Drop Hallway (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #5 Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #6 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 17781 Emerald Ct, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 1 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4719 @ 1 1/2"7613 (3.00")Passed (62%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3562 @ 1' 1/2"7902 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9447 @ 4' 3"11985 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.215 @ 4' 3"0.275 Passed (L/461)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.341 @ 4' 3"0.412 Passed (L/290)--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"1.86"1744 2975 4719 None 2 - Trimmer - SPF 3.00"3.00"1.86"1744 2975 4719 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 3" 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 10.4 -- 1 - Uniform (PSF)0 to 8' 6"20'20.0 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 6/22/23. 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, Owners Suite Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 2 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1799 @ 0 1913 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)807 @ 10 3/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1462 @ 1' 7 1/2"3946 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.010 @ 1' 7 1/2"0.162 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"661 1138 1799 None 2 - Trimmer - SPF 1.50"1.50"1.50"661 1138 1799 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 Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 3"20'20.0 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 6/22/23. 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, Owners Bathoom Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 3 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3044 @ 1 1/2"3825 (3.00")Passed (80%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1914 @ 1' 1/4"2872 Passed (67%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3814 @ 2' 9"3946 Passed (97%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.043 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.068 @ 2' 9"0.262 Passed (L/922)--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"2.39"1119 1925 3044 None 2 - Trimmer - SPF 3.00"3.00"2.39"1119 1925 3044 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 8" 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"20'20.0 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 6/22/23. 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 Closet Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 4 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)442 @ 0 1913 (1.50")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)198 @ 10 3/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)359 @ 1' 7 1/2"3946 Passed (9%)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)0.002 @ 1' 7 1/2"0.162 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"271 171 442 None 2 - Trimmer - SPF 1.50"1.50"1.50"271 171 442 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 Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PLF)0 to 3' 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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bath Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 5 / 29 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 6/22/23. 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 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 6 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1799 @ 0 1913 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)807 @ 10 3/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1462 @ 1' 7 1/2"3946 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.010 @ 1' 7 1/2"0.162 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"661 1138 1799 None 2 - Trimmer - SPF 1.50"1.50"1.50"661 1138 1799 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 Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 3"20'20.0 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 6/22/23. 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 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 7 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)578 @ 0 1913 (1.50")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)334 @ 10 3/4"2872 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)614 @ 2' 1 1/2"3946 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.003 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.007 @ 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"355 223 578 None 2 - Trimmer - SPF 1.50"1.50"1.50"355 223 578 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 (PLF)0 to 4' 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 6/22/23. 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, Laundry Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 8 / 29 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 6/22/23. 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 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 9 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)26606 @ 13' 6 1/2"43313 (11.00")Passed (61%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)10828 @ 15' 2"16060 Passed (67%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)-34442 @ 13' 6 1/2"41846 Passed (82%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.184 @ 6' 4 7/8"0.330 Passed (L/860)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.288 @ 6' 2 5/8"0.660 Passed (L/549)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •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 - Column - SPF 5.50"5.50"2.31"3637 2688/-358 4208 8809 None 2 - Column Cap - steel 11.00"11.00"6.76"11670 7242 12672 26606 None 3 - Column - SPF 5.50"5.50"2.44"3846 2674/-367 4563 9274 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)7' 5" 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 27'N/A 21.5 ---- 1 - Uniform (PSF)0 to 27' (Front)11'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 27' (Front)N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 14' (Front)1'20.0 -35.0 Snow - Lower 4 - Uniform (PSF)14' to 27' (Front)2'20.0 -35.0 Snow - Lower 5 - Uniform (PSF)0 to 10' (Front)20'20.0 -35.0 Snow - Main 6 - Uniform (PSF)13' to 18' (Front)20'20.0 -35.0 Snow - Main 7 - Uniform (PSF)23' to 27' (Front)20'20.0 -35.0 Snow - Main 8 - Point (lb)10' (Front)N/A 661 -1138 Linked from: Owners Bathoom Window, Support 1 9 - Point (lb)13' (Front)N/A 661 -1138 Linked from: Owners Bathoom Window, Support 2 10 - Point (lb)18' (Front)N/A 1119 -1925 Linked from: Owner's Closet Window, Support 1 11 - Point (lb)23' (Front)N/A 1119 -1925 Linked from: Owner's Closet Window, Support 2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Kitchen/Dining (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 10 / 29 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 6/22/23. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 11 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4152 @ 5 1/2"4152 (1.58")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3594 @ 1' 5 3/8"9081 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)15268 @ 7' 9 3/4"20525 Passed (74%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.262 @ 7' 9 3/4"0.368 Passed (L/673)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.651 @ 7' 9 3/4"0.735 Passed (L/271)--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. • 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 11 7/8" SPF beam 5.50"Hanger¹1.58"2628 313 1777 4406 See note ¹ 2 - Trimmer - SPF 5.50"5.50"1.71"2592 308 1749 4341 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 2" o/c Bottom Edge (Lu)15' 1" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS48 3.00"N/A 22-16d 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)5 1/2" to 15' 6"N/A 12.1 ---- 1 - Uniform (PSF)0 to 15' 6" (Front)1'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 15' 6" (Front)N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 15' 6" (Front)3' 6"20.0 -35.0 Snow - Garage 4 - Uniform (PLF)0 to 15' 6" (Front)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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Garage (V) 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 12 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8513 @ 7' 7 1/2"11419 (3.00")Passed (75%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)5769 @ 8' 6 1/2"11854 Passed (49%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)3923 @ 9' 1 3/16"17977 Passed (22%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.018 @ 9' 6 3/16"0.125 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.031 @ 9' 6 1/4"0.188 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"2080 677/-68 2896 4976 None 2 - Trimmer - SPF 3.00"3.00"1.50"1060 1620 651/-141 2763 None 3 - Trimmer - SPF 3.00"3.00"2.24"3726 2948 3434 8513 None 4 - Trimmer - SPF 3.00"3.00"1.50"1571 909/-68 1847 3638 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 6" o/c Bottom Edge (Lu)11' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 15.6 ---- 1 - Uniform (PSF)0 to 8' 3"9'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)8' 3" to 11' 6"11'15.0 40.0 -Floor - Upper 3 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper 4 - Uniform (PSF)0 to 10"20'20.0 -35.0 Snow - Main 5 - Uniform (PSF)8' 10" to 11' 6"20'20.0 -35.0 Snow - Main 6 - Point (lb)8' 3"N/A 800 1200 -Floor Girder 7 - Point (lb)10"N/A 1744 -2975 Linked from: Owners Suite Window, Support 1 8 - Point (lb)8' 10"N/A 1744 -2975 Linked from: Owners Suite 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 6/22/23. 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 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 13 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3958 @ 7' 5"7613 (3.00")Passed (52%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2858 @ 1' 1"6872 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6934 @ 3' 9 1/2"10422 Passed (67%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.144 @ 3' 9 1/2"0.181 Passed (L/603)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.200 @ 3' 9 1/2"0.363 Passed (L/434)--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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.50"3.50"1.58"1120 2882 4002 None 2 - Trimmer - SPF 3.00"3.00"1.56"1108 2850 3958 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 7" o/c Bottom Edge (Lu)7' 7" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 6 1/2"N/A 10.4 -- 1 - Uniform (PSF)0 to 7' 6 1/2" (Front)19'15.0 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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 14 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1292 @ 1 1/2"3825 (3.00")Passed (34%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1014 @ 1' 1/4"2872 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2909 @ 4' 9"3946 Passed (74%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.062 @ 4' 9"0.308 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.162 @ 4' 9"0.463 Passed (L/686)--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"793 499 1292 None 2 - Trimmer - SPF 3.00"3.00"1.50"793 499 1292 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 6" o/c Bottom Edge (Lu)9' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 9' 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 6/22/23. 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 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 15 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)426 @ 0 1913 (1.50")Passed (22%)--1.0 D + 1.0 S (All Spans) Shear (lbs)222 @ 10 3/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)399 @ 1' 10 1/2"3946 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.004 @ 1' 10 1/2"0.188 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"163 263 426 None 2 - Trimmer - SPF 1.50"1.50"1.50"163 263 426 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 Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 9"4'20.0 35.0 Snow - Lower 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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Kitchen Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 16 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2132 @ 1 1/2"3825 (3.00")Passed (56%)--1.0 D + 1.0 L (All Spans) Shear (lbs)826 @ 1' 1/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1520 @ 1' 8"3431 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 8"0.154 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 3.00"3.00"1.67"590 1542 2132 None 2 - Trimmer - SPF 3.00"3.00"1.67"590 1542 2132 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"23' 1 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 6/22/23. 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 Entry Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 17 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1558 @ 1 1/2"3825 (3.00")Passed (41%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1135 @ 1' 2 1/4"3493 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3216 @ 4' 4 1/2"5306 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.037 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.084 @ 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"869 689 1558 None 2 - Trimmer - SPF 3.00"3.00"1.50"869 689 1558 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 -- 1 - Uniform (PSF)0 to 8' 9"1' 6"20.0 35.0 Snow - Eyebriow 2 - Uniform (PLF)0 to 8' 9"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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 18 / 29 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 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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 19 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2628 @ 6' 1 1/2"3825 (3.00")Passed (69%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1602 @ 1' 1/4"2498 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3099 @ 2' 11 7/8"3431 Passed (90%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.039 @ 3' 1 5/16"0.200 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.079 @ 3' 1 3/16"0.300 Passed (L/907)--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"2.05"1364 1000 667 2615 None 2 - Trimmer - SPF 3.00"3.00"2.06"1375 1000 671 2628 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 7.0 ---- 1 - Uniform (PSF)0 to 6' 3"8'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 6' 3"N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 6' 3"3'20.0 -35.0 Snow - Porch 4 - Uniform (PLF)0 to 1' 7"N/A 160.0 -105.0 Snow - Gable 5 - Uniform (PLF)5' 7" to 6' 3"N/A 160.0 -105.0 Snow - Gable 6 - Point (lb)1' 7"N/A 355 -223 Linked from: Laundry Window, Support 1 7 - Point (lb)5' 7"N/A 355 -223 Linked from: Laundry 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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Front Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 20 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3096 @ 7' 4 1/2"7613 (3.00")Passed (41%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2113 @ 6' 5 1/2"6872 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4547 @ 3' 8 11/16"10422 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.068 @ 3' 8 15/16"0.242 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.137 @ 3' 8 7/8"0.363 Passed (L/634)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1625 1275 682 3093 None 2 - Trimmer - SPF 3.00"3.00"1.50"1627 1275 683 3096 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 6" o/c Bottom Edge (Lu)7' 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 7' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' 6"8' 6"15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 7' 6"N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 7' 6"2'20.0 -35.0 Snow - Porch 4 - Uniform (PLF)0 to 1' 4"N/A 160.0 -105.0 Snow - Gable 5 - Uniform (PLF)6' 4" to 7' 6"N/A 160.0 -105.0 Snow - Gable 6 - Point (lb)1' 4"N/A 459 -289 Linked from: Bedroom #2 Window, Support 1 7 - Point (lb)6' 4"N/A 459 -289 Linked from: Bedroom #2 Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/22/23. 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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 21 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2736 @ 11'7013 (5.50")Passed (39%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1200 @ 10' 2"2251 Passed (53%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2513 @ 11'2645 Passed (95%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.143 @ 5' 5 9/16"0.339 Passed (L/851)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.217 @ 5' 4 15/16"0.508 Passed (L/562)--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"416 706 1122 None 2 - Stud wall - SPF 5.50"5.50"2.15"1033 1703 2736 Blocking 3 - Trimmer - SPF 6.00"6.00"1.50"316 594 910 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 4" o/c Bottom Edge (Lu)5' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19'N/A 5.5 -- 1 - Uniform (PSF)0 to 12' (Front)4'20.0 35.0 Snow - Porch 2 - Uniform (PSF)12' to 19' (Front)5'20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/22/23. 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 8 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 22 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)576 @ 0 1913 (1.50")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)176 @ 10 3/4"2872 Passed (6%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)242 @ 6"3946 Passed (6%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 13/16"0.075 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.001 @ 1' 7/8"0.112 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"397 45 180 576 None 2 - Trimmer - SPF 1.50"1.50"1.50"184 45 44 251 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"1'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper 3 - Uniform (PLF)0 to 6"N/A 160.0 -105.0 Snow - Gable 4 - Point (lb)6"N/A 271 -171 Linked from: Bath Window, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/22/23. 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 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 23 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)31266 @ 13' 5 1/2"50400 (8.00")Passed (62%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)4336 @ 1' 5 3/8"17179 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)17140 @ 6' 10 3/4"31906 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.269 @ 6' 10 3/4"0.328 Passed (L/587)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.382 @ 6' 10 3/4"0.656 Passed (L/413)--1.0 D + 1.0 L (All Spans) [1] 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. •Member should be side-loaded from both sides of the member or braced to prevent rotation. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Column - SPF 5.50"5.50"2.63"5264 6550 4208 13332 None 2 - Column Cap - steel 8.00"8.00"4.96"13346 11220 12672 31266 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' o/c Bottom Edge (Lu)14' 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 14'N/A 26.0 ---- 1 - Uniform (PSF)0 to 14' (Front)14'15.0 40.0 -Floor - Main 2 - Point (lb)0 (Front)N/A 3637 2688/-358 4208 Linked from: Flush Kitchen/Dining (H), Support 1 3 - Point (lb)14' (Front)N/A 11670 7242 12672 Linked from: Flush Kitchen/Dining (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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Family (H) 4 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 24 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7019 @ 1 1/2"7613 (3.00")Passed (92%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1646 @ 1' 1/2"6872 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3090 @ 2' 3 1/2"10422 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.029 @ 2' 3 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.041 @ 2' 3 1/2"0.217 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.77"1960 5059 7019 None 2 - Trimmer - SPF 1.50"1.50"1.50"794 2058 2853 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 5 1/2"N/A 10.4 -- 1 - Uniform (PSF)0 to 4' 5 1/2" (Front)23' 9"15.0 40.0 Floor - Main Level 2 - Point (lb)0 (Front)N/A 1120 2882 Linked from: Flush Foyer (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 6/22/23. 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, Drop Hallway (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 25 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)10046 @ 6' 4 1/2"11419 (4.50")Passed (88%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)7470 @ 5' 5 1/2"7902 Passed (95%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Moment (Ft-lbs)7672 @ 3' 2 3/4"10422 Passed (74%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.110 @ 3' 3 13/16"0.208 Passed (L/681)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in)0.193 @ 3' 3 15/16"0.313 Passed (L/389)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"1943 2660 854 4603 None 2 - Trimmer - SPF 4.50"4.50"3.96"4402 4293 3231 10046 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)6' 8" 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' 7 1/2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 7 1/2"9'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 6' 7 1/2"N/A 90.0 --Wall - Main 3 - Point (lb)1' 11"N/A 1060 1620 651/-141 Linked from: Great Room Window, Support 2 4 - Point (lb)5' 8"N/A 3726 2948 3434 Linked from: Great Room Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 26 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2616 @ 1 1/2"5738 (3.00")Passed (46%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1988 @ 1' 1/4"3746 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5237 @ 4' 3"5147 Passed (102%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.100 @ 4' 3"0.275 Passed (L/987)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.154 @ 4' 3"0.412 Passed (L/641)--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 3.00"3.00"1.50"916 1700 2616 None 2 - Trimmer - SPF 3.00"3.00"1.50"916 1700 2616 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6" o/c Bottom Edge (Lu)8' 6" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 8' 6"3'15.0 40.0 Floor - Main 2 - Uniform (PLF)0 to 8' 6"N/A 90.0 -Wall - Main 3 - Uniform (PSF)0 to 8' 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 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 27 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3448 @ 1 1/2"5738 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2175 @ 1' 1/4"3746 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4189 @ 2' 9"5147 Passed (81%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.033 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.050 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.80"1248 2200 403 3448 None 2 - Trimmer - SPF 3.00"3.00"1.80"1248 2200 403 3448 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 3 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 4 - Uniform (PSF)0 to 1'4'20.0 -35.0 Snow - Lower 5 - Uniform (PSF)4' 6" to 5' 6"4'20.0 -35.0 Snow - Lower 6 - Point (lb)1'N/A 163 -263 Linked from: Kitchen Window, Support 1 7 - Point (lb)4' 6"N/A 163 -263 Linked from: Kitchen Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/22/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 28 / 29 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1470 @ 5' 4 1/2"3825 (3.00")Passed (38%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)835 @ 4' 5 3/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1685 @ 2' 11"3431 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 2' 9 5/8"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.033 @ 2' 9 7/16"0.262 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"790 197 172 1067 None 2 - Trimmer - SPF 3.00"3.00"1.50"1067 224 314 1470 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)1' 7" to 5' 6"1'15.0 40.0 -Floor - Upper 4 - Uniform (PLF)1' 7" to 5' 6"N/A 80.0 --Wall - Upper 5 - Uniform (PLF)2' 11" to 5' 6"N/A 160.0 -105.0 Snow - Gable 6 - Point (lb)2' 11"N/A 271 -171 Linked from: Bath Window, Support 2 7 - Point (lb)1' 7"N/A 184 45 44 Linked from: Powder 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 6/22/23. 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 #6 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/6/2023 4:50:29 PM UTCAlex Schoenbauer Lyman Lumber (952) 470-4877 alex_schoenbauer@lymanlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17781 Emerald Ct, Lakeville, MN Topaz - Madison 17781 Emerald Ct, Lakeville, MN 10/6/2023 Job # 30870 Page 29 / 29 MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE COLUMN DETAILSHEET A-5012ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONT4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT7" / 12"4" / 12"8" 12"8" 12"6" BUMPED OUT LOUVER 66" x 22" W/ 6" CORBELSTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:37 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-201OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS - SCHEDULESA-502 DETAILS 24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"RAILING PER CODE 7" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"8" 12"6" / 12"7" / 12"7" 12"24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"7" 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12W/ 8:12 FASCIA LINES TO MATCH10 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"7" / 12"7" / 12"1 ROOF VENTS REQUIRED7" / 12"STANDARD ENERGY HEELS @ 4:12 W/ 6:12, 7:12 AND 8:12 FASCIA LINE TO MATCH 4:12 THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:39 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-202OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLAN 20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"49' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY51' - 0"1' - 0"5' - 10"38' - 2"6' - 0"19' - 4"6' - 10"44' - 2"42' - 0"7' - 0"49' - 0"2' - 0"21' - 6"25' - 6"2' - 0"23' - 6"27' - 6"22' - 8"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 1/2"30' - 1"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.6' - 3 1/4"15' - 2 3/4"1' - 5 1/4"14' - 4 3/4"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT, TYPICAL 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.LEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 15' - 0"14' - 0"13' - 0"XXXX:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE13' - 8 3/4"13' - 3 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.EGRESS WELL 15' - 6"8' - 0"2' - 10"26' - 4"51' - 0"6' - 2 3/4"22' - 1 1/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODESTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:40 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-401OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"10' - 0"18' - 6"30' - 6"49' - 0"6' - 0"38' - 2"6' - 10"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"1' - 0"5' - 10"BEDROOM #523' - 6"27' - 6"2' - 0"25' - 6"21' - 6"2' - 0"SET SILL 6" ABOVE TREATED PLATE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"22' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOMCO DET.SMOKEDET.SMOKEDET.51' - 0"42' - 0"INSULATE BETWEEN WALL & SLAB51' - 0"26' - 4"7' - 6"7' - 6"7' - 0"7' - 0"6' - 6"6' - 6"21' - 6"16' - 8"2-2x102-9 1/2" LSLDROPPED4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"11' - 4"8' - 0"7' - 3 3/4"1' - 10 1/4"7' - 6"3-2x6XXXX*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 7' - 0"42' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2x6104030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -11 1/4"42/8 x 6/8R.O. 2' -10" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"11' - 5"2' - 6"12' - 5"15' - 0"14' - 0"13' - 0"49' - 0"SMOKEDET.7' - 9"3' - 8"16' - 11"11' - 9 1/4"ROUGH-IN FUTURE WET BAR 12' - 0"2' - 0"8' - 0"15' - 6"125036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"4' - 0"135040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"7' - 9"2' - 6"4' - 0"9' - 4 1/4"10' - 0 3/4"32/6 x 6/8R.O. 2' -8" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"95/0 x 6/8 OPG.75/0 x 6/8R.O. 5' -2" x 6' -11"R & SH.EGRESS WELL BEDROOM #6XXXXXXXXANCHOR BOLTS ON EACH SIDE OF BEARING POINT, TYPICAL STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.5' TUB/SHWR168040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"106/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:41 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-402OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON+++++++Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***4-2x64-11 7/8" LSLFlush5-2x65x7 PSL with Column CapCCQ7.1-6SDS2.5No Plates3-2x63 Trimmers2-9 1/2" LSL3-2x103-2x102-2x10 42' - 0"7' - 0"OFFICESINKDW85/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"18' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 0"7' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLS GARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1416' x 8' INSULATED O.H. GARAGEDOOR52/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"16' - 0"7' - 0"23' - 0"49' - 0"6' - 0"8' - 11"4' - 1"118' x 8' INSULATED O.H. GARAGEDOORGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-5022' - 0"21' - 6"25' - 6"2' - 0"6' - 0"38' - 0"6' - 0"1' - 0"4' - 6"5' - 10"0' - 10"7' - 10"24" CANT. ABOVE 2' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUD ROOMCLOSETKITCHEN8" BOX VAULTDINING0' - 3" TYP.GAS F.P.EQEQ63/0 x 6/8 W/ 12" D.S. SL'SSTEEL11' - 0"12' - 0"21' - 6"16' - 6"5' - 6"0' - 6"PORCHPANTRY0' - 10"10' - 2"27' - 6"23' - 6"GREAT ROOM12' - 10"3' - 8"3' - 8"17' - 10"2' - 0"19' - 0"5' - 0"GIRDER TRUSS 2-11 7/8" LVL FLUSH2-11 7/8" LSL 2-2x12 2-2x8 DROPPED 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2-2x10 2-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-2x10 W/2 TRIMMERS 5' - 9"4' - 2"7' - 4 1/4"0' - 10"5' - 2"6' - 0"4' - 10"5x5 PSL5x7 PSL3-2x6 11' - 2"7' - 10"3' - 10"2' - 2"(5) 16" SH.2x6GIRDER TRUSS36" COOKTOP W/ WOOD HOOD ABOVE STAINEDCABINETS 12" FLUSH SNACK BARR & SH. @ 68"BENCH W/HOOKSOVEN /MICRO2-2x10 FLUSH5' - 0"6' - 2"2-9 1/2" LSL FLUSHTECH TUBE OVER FIREPLACE 3-2x6KNEE WALL W/14" SPINDLES 20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.51' - 0"4' - 4"21' - 8"26' - 0"51' - 0"POWDER157050 NVGER.O. 7' -0" x 5' -0"H.H. 6' -10"114050 NVPWG TEMP.R.O. 4' -0" x 5' -0"H.H. 12' -6 3/4"9912020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12/4 x 6/8R.O. 2' -6" x 6' -11"BOTTOM OF WINDOW FRAMED @ 44" A.F.F RAILING PER CODE 1' - 11"4' - 0"1' - 7"2-2x10 15' - 0"14' - 0"13' - 0"129/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"1312/0 x 6/8 ARCH9' - 0"1' - 6"TYP.1' - 0"INSULATED GARAGE WALLS AND CEILING ROUGH-INFOR FUTURE GARAGE HEATER 4' - 0"7' - 0"4' - 3 1/4"4' - 0"4' - 0"(4) DISC LIGHTS FIREPLACE SET 12" A.F.F FLOOR 2'-3" STAINEDVANITY83636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"8' - 0"7' - 0"7' - 0"7' - 0"6' - 6"6' - 6"20" BUILT-INSTAINED93650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"20" BUILT-INSTAINEDFOYER8" BOX VAULT36" REF73050 NVH1R.O. 3' -0" x 5' -0"H.H. 6' -10"2' - 9"3' - 3"12" TALL ARCH 12"x12"SOFFIT8" BOX VAULT 6" PAST ISLAND 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:42 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-403OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON++Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***3-14" LVL Cont.Flush5x7 PSL with Column CapCCQ66SDS2.5No Plates4-2x64-2x65x7 PSLNo Plates5x7 PSLNo Plates2-2x102-2x103-9 1/2" LSL Cont. LOFT42' - 0"7' - 0"19' - 6"9' - 0"6' - 6"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS12' - 0"7' - 0"23' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"3.5:12BEDROOM #3BEDROOM #4CLOSETCLOSETBATHEN SUITEOWNER'S SUITE12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"36' - 6"1' - 6"2' - 0"40' - 0"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"3.5:122-2x102-2x102-9 1/2" LSL2-2x10 W/ 2 TRIMMERS 2-2x102-2x102-2x1042' - 0"11' - 0"8' - 8 1/4"16' - 9 3/4"6' - 0"6' - 0"3' - 5"3' - 7"2' - 6"20' - 6"21' - 6"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"8' - 4"3' - 3"8' - 9"5' - 0"3' - 4"9' - 5 3/4"4' - 5 1/4"9' - 3 3/4"16' - 10"11' - 9 3/4"7' - 8 1/2"5' - 7 3/4"11' - 7 3/4"6' - 10 1/4"11' - 5"5' - 11"6' - 2"SMOKEDET.5' TUB/SHWR60" F.G. BASEW/ C.T. WALLS0' - 6"R & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #22x62-2x10VAULT LINE 3-2x6GIRDER TRUSS3-2x6OWNER'SCLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.DRYERWASHERSINK146020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"135040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"135040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"53030 NVG1 TEMP.R.O. 3' -0" x 3' -0"H.H. 6' -10"135040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"63040E NVC1R.O. 3' -0" x 4' -0"H.H. 6' -10"22424-2 AWNR.O. 4' -0" x 2' -0"H.H. 6' -10"75/0 x 6/8R.O. 5' -2" x 6' -11"BYPASS CHROME DOOR 3' x 5' TUB W/ TILEDECK32/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"7'-6" VANITY2x632/6 x 6/8R.O. 2' -8" x 6' -11"3' - 8"75/0 x 6/8R.O. 5' -2" x 6' -11"R & SH. @ 68"12' - 2"2' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"7'-3" VANITYHALF WALL W/ WOOD CAP42" TALL WALL W/ GLASS PANEL 12/4 x 6/8R.O. 2' -6" x 6' -11"3'x4' (T) LINEN22/4 x 6/8 PKTR.O. 4' -10" x 6' -11"7' - 8 1/2"11' - 9 3/4"40' - 0"178050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"42/8 x 6/8R.O. 2' -10" x 6' -11"43020 NVPWG TEMP.R.O. 3' -0" x 2' -0"H.H. 6' -10"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:43 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-404OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLAN2-2x10Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:44 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-501OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 1 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 1 2424-2 AWN 4' - 0" 2' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 3020 NVPWG TEMP. 3' - 0" 2' - 0" 6' - 10"5 VECTOR ENVISION SERIES 1 3030 NVG1 TEMP. 3' - 0" 3' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 3040E NVC1 3' - 0" 4' - 0" 6' - 10"7 VECTOR ENVISION SERIES 1 3050 NVH1 3' - 0" 5' - 0" 6' - 10"8 VECTOR ENVISION SERIES 1 3636 NVG1 3' - 6" 3' - 6" 7' - 2"9 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"10 VECTOR ENVISION SERIES 1 4030 NVPWG TEMP. 4' - 0" 3' - 0" 1' - 11 1/4"11 VECTOR ENVISION SERIES 1 4050 NVPWG TEMP. 4' - 0" 5' - 0" 12' - 6 3/4"12 VECTOR ENVISION SERIES 1 5036E NVG1 5' - 0" 3' - 6" 6' - 10"13 VECTOR ENVISION SERIES 4 5040E NVG1 5' - 0" 4' - 0" 6' - 10"14 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"15 VECTOR ENVISION SERIES 1 7050 NVGE 7' - 0" 5' - 0" 6' - 10"16 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"17 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5013TYP. WALL SECTIONROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #5 CARPET 171 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 643 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR BEDROOM #6 CARPET 138 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 128 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 51 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 244 SF 9' - 1 1/8"MAIN FLOOR STAIRS CARPET 75 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 644 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR PORCH CONCRETE 111 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 61 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 28 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 222 SF 9' - 1 1/8" 8" BOX VAULTMAIN FLOOR DINING WOOD 282 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 18 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 146 SF 9' - 1 1/8" 8" BOX VAULTUPPER FLOOR LOFT CARPET 177 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 144 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 133 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 24 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 276 SF 8' - 1 1/8" VAULTEDUPPER FLOOR BEDROOM #2 CARPET 134 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 134 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 96 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE VINYL 144 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 66 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 x 6/8 9 2' - 6" 6' - 11"2 2/4 x 6/8 PKT 1 4' - 10" 6' - 11"3 2/6 x 6/8 5 2' - 8" 6' - 11"4 2/8 x 6/8 3 2' - 10" 6' - 11"5 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"6 3/0 x 6/8 W/ 12" D.S. SL'S STEEL 17 5/0 x 6/8 3 5' - 2" 6' - 11"8 5/0 x 6/8 FULL VIEW 1 5' - 2" 6' - 11"9 5/0 x 6/8 OPG. 110 6/0 x 6/8 SLIDER 1 6' - 0" 6' - 8"11 8' x 8' INSULATED O.H. GARAGE DOOR 112 9/0 x 6/8 SLIDER 1 8' - 11 3/4" 6' - 8"13 12/0 x 6/8 ARCH 114 16' x 8' INSULATED O.H. GARAGE DOOR 13" 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: 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 SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. 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 SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 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 FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PRELIMINARY -NOT FOR CONSTRUCTIONPLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:6/22/2023 3:53:45 PMTHE HASHI RESIDENCEL37, B1 - PHEASANT RUN 7TH17724 ELLSWORTH DRIVELAKEVILLE, MN 55044A-502OTT3625.18.23 CB1568136411066.22.23. CB4.20.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4038THE MADISON1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5027GARAGE CEILING1/2" = 1'-0"A-5026TYP. COLUMN 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) 10/31/23 X PM