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Home My WebLink AboutLA221921 - 17855 Elder Ave-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 HEIGHT 10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE COLUMN DETAILSHEET A-501ALUMINUM 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"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:32 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-201OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE 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 BldgCode02/23/2024jnuetzman 24" RETURNS TYP.7" 12"4" 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.7" / 12"6" / 12"8" 12"4" SMARTSIDEWINDOW & DOORTRIM @ SIDES AND REAR24" RETURNS TYP.7" 12"6" 12"8" / 12"8" / 12"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 & 7:12W/ 6:12 & 8:12 FASCIA LINES TO MATCH8 ROOF VENTS REQUIRED 2 ROOF VENTS REQUIRED7" / 12"7" / 12"6" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:34 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-202OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE 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 & SLAB54 x 54" x 12" CONCRETE FTG.W/ (6) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 0"5' - 10"1' - 10 3/4"36' - 3 1/4"19' - 4"6' - 10"38' - 2"49' - 0"2' - 0"21' - 6"23' - 6"21' - 6"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.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.6' - 3 1/4"15' - 2 3/4"8' - 3 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.: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.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY22' - 8"45' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE7' - 0"42' - 0"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 0 1/2"11' - 3 1/2"11' - 8 1/4"3' - 4"6' - 5 1/2"8' - 6 1/2"8' - 5 1/2"3' - 6 1/4"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.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.45' - 0"22' - 4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:35 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-401OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE 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"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"21' - 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"5' - 4"12' - 6"32/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"4' VANITYF. D.MECHANICALBATHUNEXCAVATEDFAMILY ROOM9' - 5"3' - 7"CO DET.SMOKEDET.SMOKEDET.45' - 0"42' - 0"INSULATE BETWEEN WALL & SLAB21' - 6"16' - 8"2-2x102-9 1/2" LSL DROPPED2-9 1/2" LSL4' - 6"5' - 10"9' - 0"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"7' - 3"1' - 11"3-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 49' - 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"115036E NVG1R.O. 5' -0" x 3' -6"H.H. 6' -10"42/8 x 6/8R.O. 2' -10" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT TYPICAL 3' x 4' F.G.SHWR W/SURROUND42' - 0"7' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET22' - 8"4-2x6AIR EX.BEAM POCKET 86/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"7' - 0"11' - 3"16' - 0"7' - 9"3-9 1/2" LSL W/4 TRIMMERS3-9 1/2" LVL158040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"4 TRIMMERS 4 TRIMMERS 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.45' - 0"22' - 4"2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.1/4" = 1'-0"A-4021LOWER FLOOR PLANDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:36 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-402OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN 42' - 0"7' - 0"OFFICESINKDW75/0 x 8/2 OPG.18' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 1"7' - 5"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. BD. ON GARAGE WALLSGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE1016' x 7' O.H. GARAGE DOOR52/8 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"98' x 7' O.H. GARAGE DOORGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAILSHEET A-50186/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"2' - 0"21' - 6"38' - 0"7' - 0"4' - 6"6' - 8"30' - 10"24" CANT. ABOVE 9' - 9"13' - 9"12' - 0"6' - 6"4' - 1 1/4"4' - 0"3' - 2"22/4 x 6/8R.O. 2' -6" x 6' -11"36" REFMUDROOMKITCHENDINING0' - 4 1/2" TYP.EQEQ9' - 9"13' - 3"3' - 2 1/2"11' - 5 1/4"6' - 10 1/4"16' - 6"PORCHPED. SINKPANTRY0' - 10"10' - 3"21' - 6"23' - 6"GREAT ROOMFOYER12' - 10"3' - 8"3' - 8"17' - 10"2' - 0"19' - 0"6' - 0"GIRDER TRUSS 2-11 7/8" LVL FLUSH2-11 7/8" LSL 2-2x12 2-2x8 DROPPED 2-2x10 W/2 TRIMMERS 3-2x10 2-2x10 2-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-9 1/2" LSL 2-2x105' - 11 1/4"6' - 0"6' - 0"5' - 4"6' - 0"2' - 6"5x7 PSL5x7 PSL3-2x6 11' - 2"7' - 10"(5) 16" SH.4' - 0" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.B.W.P.4' - 0"4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.PFH1' - 6"PFH2' - 3"PFH2' - 3"4' - 0" B.W.P.B.W.P.2' - 8"B.W.P.2' - 6"2' - 8" B.W.P.4' - 0" B.W.P.2' - 8" B.W.P.4' - 0" B.W.P.2x620" FLOOR TRUSSESPER MFG. SPACINGGIRDER TRUSSPAINTED CABINETS 12" FLUSH SNACK BARU.C. LIGHT2-2x10 FLUSH5' - 0"6' - 2"2-9 1/2" LSL FLUSH2-2x10 2-2x10 SET FIREPLACE 16" OFF FLOOR TO BOTTOM OF FRAME TILE SURROUND TO MANTEL10"x10" GYP. BD SOFFIT4-2x6KNEE WALL W/14" SPINDLES 4' - 0"6' - 0"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.45' - 0"10' - 4"11' - 8"22' - 0"45' - 0"POWDERCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES147050 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"883650 NVPWG/3620 NVA1TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"842636 NVH1R.O. 2' -6" x 3' -6"H.H. 7' -2"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"73636 NVG1R.O. 3' -6" x 3' -6"H.H. 7' -2"BOTTOM OF WINDOW FRAMED @ 44" A.F.F 1' - 10"4' - 0"1' - 7"4-2x66' - 0"1' - 0"0' - 6"5' - 6"TECH TUBE OVER FIREPLACE63/0 x 6/8 W/ 12" D.S. SL2' - 8" B.W.P.22/4 x 6/8R.O. 2' -6" x 6' -11"18" DEPTH CABINET2-2x10 W/2 TRIMMERS 22/4 x 6/8R.O. 2' -6" x 6' -11"6' - 0"16' - 0"CLOSETR & SH.BOTTOM OF WINDOW FRAMED @ 44" A.F.F 5' - 0"3' - 8"8' - 8"5' - 10"2-2x10OVEN /MICRO36" COOKTOP W/ WOOD HOOD ABOVE 2-2x62-2x636" GAS F.P.1/4" = 1'-0"A-4031MAIN FLOOR PLANDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:37 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-403OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISONBWPsAbove-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. LOFT42' - 0"8' - 4 1/8"11' - 7 1/8"6' - 7 1/4"8' - 5 1/2"7' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.12' - 0"7' - 0"23' - 0"BEDROOM #4BEDROOM #3CLOSETCLOSETBATHEN SUITEOWNER'S SUITEBOX VAULT22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"40' - 0"36' - 6"1' - 6"2' - 0"40' - 0"17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"32/6 x 6/8R.O. 2' -8" x 6' -11"2-2x102-2x102-9 1/2" LSL W/2 TRIMMERS 2-2x102-2x10 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"4' - 6"9' - 0"8' - 0"18' - 6"KNEE WALL W/14" SPINDLES 11' - 2"3' - 0 1/4"5' - 2 3/4"3' - 4"8' - 9"5' - 0"6' - 5"2' - 10"3' - 6"2' - 1"3' - 10"4' - 1"4' - 0"2' - 4"7' - 5"15' - 4"9' - 3"3' - 11"3' - 8"9' - 10"12' - 2"2' - 7"3' - 9"11' - 5"5' - 11"6' - 2"3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.SMOKEDET.9' - 10"7' - 6"9' - 4"5' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"R & SH. @ 68"22/4 x 6/8R.O. 2' -6" x 6' -11"5' TUB/SHWR(5) 16" SH.R & SH. @ 68"R & SH. @ 68"R & SH. @ 68"SMOKEDET.BEDROOM #23' - 0" B.W.P.2x62-2x104-2x6GIRDER TRUSS4-2x6CLOSETLAUNDRYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"136020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"32020 NVPWGR.O. 2' -0" x 2' -0"H.H. 6' -10"53030 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"63040E NVC1R.O. 3' -0" x 4' -0"H.H. 6' -10"73636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"42/8 x 6/8R.O. 2' -10" x 6' -11"6' VANITYATTICACCESS42/8 x 6/8R.O. 2' -10" x 6' -11"HALF WALL W/ STAINED CAP3' - 10"9' - 4"12/0 x 6/8R.O. 2' -2" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"8' - 5 1/4"9' - 3"22/4 x 6/8R.O. 2' -6" x 6' -11"6' - 5"7' - 9 1/4"2' - 0"SMOKEDET.HALLTYP.2' - 0"2x6125040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"2-2x102-2x104 5 .0 0 °8'-10" VANITYDRYERWASHERSINK22/4 x 6/8R.O. 2' -6" x 6' -11"42" WALL W/ GLASS PANEL ABOVE CURBTILE SHOWER 32020 NVPWGR.O. 2' -0" x 2' -0"H.H. 6' -10"HEAD CONTROL2'-6" LINEN2-2x10CORNER SEAT SHELF5' - 4"DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:37 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-404OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTWATCH 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 INSULATIONDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:38 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-501OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE MADISON1/2" = 1'-0"A-5012TYP. COLUMNWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 VECTOR ENVISION SERIES 2 2020 NVA1 2' - 0" 2' - 0" 6' - 10"2 VECTOR ENVISION SERIES 2 2020 NVFA1 2' - 0" 2' - 0" 8' - 0"3 VECTOR ENVISION SERIES 2 2020 NVPWG 2' - 0" 2' - 0" 6' - 10"4 VECTOR ENVISION SERIES 1 2636 NVH1 2' - 6" 3' - 6" 7' - 2"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 2 3636 NVG1 3' - 6" 3' - 6" VARIES8 VECTOR ENVISION SERIES 3 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 7' - 0" 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 3 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 154 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 639 SF 8' - 2" .LOWER FLOOR STAIRS CARPET 57 SF 8' - 2"LOWER FLOOR CLOSET CARPET 35 SF 8' - 2"LOWER FLOOR MECHANICAL UNFINISHED 131 SF 8' - 2" MECHANICALS MAY VERYLOWER FLOOR BATH VINYL 48 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 125 SF 9' - 1 1/8" .MAIN FLOOR STAIRS CARPET 72 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 MUDROOM LVT 30 SF 9' - 1 1/8" .MAIN FLOOR POWDER LVT 29 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LVT 180 SF 9' - 1 1/8" .MAIN FLOOR DINING LVT 190 SF 9' - 1 1/8" .MAIN FLOOR PANTRY LVT 37 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM LVT 254 SF 9' - 1 1/8" .MAIN FLOOR FOYER LVT 159 SF 9' - 1 1/8" .MAIN FLOOR CLOSET LVT 31 SF 9' - 1 1/8"UPPER FLOOR LOFT CARPET 167 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 144 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 129 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 250 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 135 SF 8' - 1 1/8"UPPER FLOOR EN SUITE LVT 132 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 60 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/0 x 6/8 1 2' - 2" 6' - 11"2 2/4 x 6/8 11 2' - 6" 6' - 11"3 2/6 x 6/8 4 2' - 8" 6' - 11"4 2/8 x 6/8 5 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 17 5/0 x 8/2 OPG. 18 6/0 x 6/8 SLIDER 2 6' - 0" 6' - 8"9 8' x 7' O.H. GARAGE DOOR 110 16' x 7' 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 SEALERVERIFY 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 FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)ANCHOR 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 PLANS0' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALALL 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 TRUSSDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREINWERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952) 953-4000ONETENTENHOMES.COMP.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN1/19/2024 9:50:39 AMMADISON SPEC HOMEL7, B2 - PHEASANT RUN 5TH ADD'N17855 ELDER AVENUELAKEVILLE, MN 55044A-502OTT427158612289701.18.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR3784THE 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 SECTION3/8" = 1'-0"A-5026METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5027GARAGE CEILING ! "! # $% $& $ "$% $ $$ # %$ ’%%%$$$ $$ (! # $$ $ ! # $$’’" # $$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& %! $ 2 $- $! $ $ ’ & $%$$%$ & $ $ $ "$% $" %$ $$ ’’" #$$ $ $"/$ $ $#+"+ ’+"+$%$% $) $ ) $$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& %! $ 2 2 2 2 3 $$ - %%.$ $ !’’"$! &,&,%% ’014&!%’ ,,%% ’014&!%’ &&01,0’1 %%’ ,%%$ !% 01,0’1 %%’’ ,- ,%%$ !% +/’+ ,$$#% 01,0’1 %%’ ,%% !% 01,0’1 %%’ ,%%$ !%&%!$%$ ! % 01,0’1 %%’ ,%%$ !% 3 $$ - %%.$ ,$$#% !%/ ,%%$ !% +’/’+ ,$$#% 01,0’1 %%’ ’, ,%%$ !% ,, %%’01 4&!%’ &+/’+ ,$$#% 01,0’1 %%’ ,%% !% ,, %%’01 4&!%’ ,, %%’01 4&!%’ && 01,0’1 %%’’ , ,%%$ !% ,, %%’01 4&!%’ ,, %%’01 4&!%’ ,, %%’01 4&!%’ 01,0’1 %%’ ,%%$ !%$"-+’$"$)$"-+’$"$)&01,0’1 %%’’ , ,%%$ !%$"-+’$"$)$$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& %! $ 2 -%% $ ’&&!4 & $$! ,$$#% !%/ ,%%$ !% 3$$ $%%$&, , , , %% ! -% & %$/ $/&$!’ ’"$! , $ $ & , 3$$ $%%$$$$$%$$$$%, ’ , & &, , , , , "$# %!$%$ ! % , $’’ $ , , %$ , - !%/ ,$ , $’ $ & , $$$"-+’$"$)$"-+’$"$)&!’!’!’!’!’$"-+’$"$)2 ’ $$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& %! $ *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** ||[||][][][][][]|| [ [][][][][]|||| OK OK OK [] OK [](2) - 2x10Flush[ OK % $/’ &, & %%$!.$ ’$$ & - !% !’$ %$$’$ , &, , , /’’ $$ # ! $ ! $% $& ,$ , %! , , /% ))&% $/ $$ $ $ ,, ,’ $ , , $%’ $$ $, && &,$ &,$ , 0&1$ !’!’!’!’!’!’!’!’!’!’!’!’!’!’!’,$$$$%$$ %!$ $$%/!%,$ & $$ , , $% ! $ , ! $ , /’’ $$$$$$%$$$$%$$$$%$$$ #% $$$ #%$$$#%&&’ %$’$!%’$ 5$$". $%/!’$’$$! $015$-% $$%’’%/ !%’$ -$% !$$ !%’$ & ,& &’ ,& &’ , , , , , ! ’’ # ,&%! % ,’$$ !’ , , %! ,’ $ , , %$ "$ ! ’’ # & & , % %/ ’’ ! , ,$2 $$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& %! $ *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** [][][][][][][] [] []||||[][[]]||OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK (2) - 2x10FlushBuild landing out to sheathing. & % $/ $/ $/ !4 !4 %$ %$ ! $ ’$$ !- , , , , & , , , , $’ $ ,,’ $ , , , & /’’ $$&&&&& && !’!’!’!’!’!’!’!’ !’!’!’$/ & , , , , "$# , , &!$’0&1$"$# "$# "$# $/ !4!’, , ,$$ , %$ $$$#%$$$ #%$$$#%%$’$!%’$ 5$$". $%/!’$’$$! $015$-% $$%’’%/ !%’$ -$% !$$ !%’$ & ,& , & &, ’ , & , & &, % ,, , , % %%$$ , , ’ ’$% , , , ,&, ,&$/ , & &, , , , , ’$ $/ , , ’’ $$ !%!$’ ’ , % , %$ $&$$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& %! $ 2 *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** *** Header Spans *** Up to 4' 11" = 1 Trimmer 5' 0" and Larger = 2 Trimmers *** Unless Noted Otherwise *** OK OK OK OK OK OK OKOK OK OK OK OK OK OK & ,#! , , ,# $ $$ $ $ ’ & ,$ ’%’ % $$ !. $" $$ %/ %%$! %! % ,$ ’%$% $$ ’$$%/ !0 &1$ ’%$%$# "!$.!’$ "$!"%$ 0 ’)! %1 %/ $% $#*$ $ $ ’$ " $!’! ! $ $ ’$ ! ! " $! ! ,$$#% ’$ ,$$#% ’$ 01,0’1 %%’ ,%%$ !% $! $ /0)1 $’ $. ’$ & ! & ! $$ %"’ $% %$"’’$ #%$$$% $$$’ &4 $!$ $$$#% % $% !’ %$ $%’ ,$!$% *$ *$ $ $. %’ -! 0 1$ $ %$ !’ &$%% #$ 3$ ’$ $ $ $ $$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& & %! $ 2& % ’’$% / % % ’ % $$$ % $$$ % $$$ ’ % $$$ & % $$$ % $$$ % % $$$ $ % $$$ &’ % $$$ ’ % $$$ &’ & % $$$ & & % $$$ & & % $$$ % $$$ & & & % $$$ % $$$ & & 2& ’$% $$% %$ ’ !4& % &$ ’ % $ ’ $$ % &$ ’ %$ % &$ ’ %% $ $ %%$ ’ ! $ % % &$ $$ % $ %% $ $% % %% $ $ ’ $ /% $ $ $ &$ &$ %$ $ % $ !4 % $ !4 % $ %$ % $ %$ % $ ’$$ % &$ !- !4 % &$ %$ % $ % &$ $ $ ! $ &$ $% / $( % ’ %$ , , , , & & , ,’$$ &, ,$ , , !$%$ $!$! !.$ !%$% %!%% $$ $ 0 ’ 1 $! $! ’ ’’ $$$ !’ $$! ’ ’’ **% !$ $%$%$! %$% $%$! %-$ ’%$% $%!$ $$$’% ’ !’$ $%$ $" !$’$ !$!$ !$ % %%$$!%$’ %$ $ %%%%$ )% +$$$ $+ !. $" $$ %/ %%$! %! % %, -’ ,$ ’$$ +’/’+ ,$$#% 01,0’1 %%’ ’, ,%%$ !% %/ $% $#*$ &$%% #$ ! 0 1$ ’$$%/ ’% $$ ’% $’ !. $" $$ %/ %%$! %! % %, -’ ,$ ’$$ ’$$%/ +/’+ ,$$#% 01,0’1 %%’ ,%% !% %/ $% $#*$ !0 &1$ ’%$%$# "!$.!’$ "$!"%$ $"$ !%’ ! 0 1$ $% $ !’ &$%% #$ 3$’ $$ %! % ,$ ’$$ $ $ ’$ " $! ! ! ,$$#% ’$ $! $ *$ $ $ -! 0 1$ & !. "$$ $%% $.$$) $’ ’ ’%’ % $$ $. ’$ /0)1 $’ $ $ !0 &1$ ’%$%$# "!$.!’$ "$!"%$ 0 ’)! %1 %! % ,$ ’$$ !0 &1$ ’%$%$# "!$.!’$ "$!"%$ 0 ’)! %1 " $! ! ! ,$$#% ’$ !. "$$ *$ $ $ -! 0 1$ & !. "$$ $%% $!.$$) $’ ’ ’%’ % $$ $ $ ’$ ,$$#% !%/ ,%%$ !% $ %/ $% $#*$ $ !. $" $$ %/ %%$! %! % &$%% #$ $ ’01’$ 5$/$# % ’ $% $ $% $$ ! 0$$ $1 . $%$$ %%! % !%/’ ’ ’% $) % % %$% !,$ 0/*%/$1 !*%/$$ !$&&01"01 !’ %0! %%" 1 $($ -’$!$ !$ 01&%! $’ --’$ %. 4!"! !$& 01!$ ’$0!%% 1 !& !,% ’%/’$% $’5% (!-$% 0$$.!%/$$1 *%/$$ !!$$ $$$ $$’ 5%(!- $$$’ -. $!- ’-’-’$ 0!%’1 $’ $! %’/"! !$ /) $’ & - !." $$ $ "$! !’$ $$ $$) *% $ + + ’+ $ & $ + + + $%$!,’$$"-$$$&$$$’$-$$$$.%%$ +$.$$.’$$%%$$$-%$% $$!$.%.$%$%%’ ’/*%$%*%’% !’’%$$$$’)$! $$$’$%%$$$$$$$$! $%$$$$$%%’$ %%/$$.$.$%$$ $ $$$$$%$%’$-$$%%%$’%!!%)$$%%%%$%$$$$! !.’$$$% ’$.$ !$.&& 0&1& $% !"$$%.! $&&&/.&&& & %! $ 2& ’/$% 2& /$% 2& $$’ 2& $’ 2& &!’$% 2& ’’$ 2& % Upper Level Member Name Results Current Solution Comments Owner's Suite Rear Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Owner's Bathroom Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #4 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 Loft Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stairway Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Suite LS Windows Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Main Level Member Name Results Current Solution Comments Flush Garage (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Stairway Flush Beam (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Great Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Kitchen Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mudroom Entry Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Garage 8' OHD Passed 2 piece(s) 2 x 12 SPF No.1/No.2 Garage 16' OHD 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 3 piece(s) 2 x 10 SPF No.1/No.2 Drop Front Porch (H)Passed 2 piece(s) 2 x 8 SPF No.1/No.2 Great Room LS Windows Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stairway Flush Beam (V)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Drop Hallway (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Window Middle Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Window End Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Stairway Flush Beam (V)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 17855 Elder Ave, Lakeville, MN - The Madison JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 1 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4778 @ 1 1/2"7613 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3607 @ 1' 1/2"7902 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9564 @ 4' 3"11985 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.218 @ 4' 3"0.275 Passed (L/455)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.345 @ 4' 3"0.412 Passed (L/287)--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"1.88"1765 3012 4778 None 2 - Trimmer - SPF 3.00"3.00"1.88"1765 3012 4778 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 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' 3"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite Rear Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 2 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1261 @ 0 1913 (1.50")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)257 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)709 @ 1' 1 1/2"3946 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"464 797 1261 None 2 - Trimmer - SPF 1.50"1.50"1.50"464 797 1261 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"20' 3"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Bathroom Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 3 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3082 @ 1 1/2"3825 (3.00")Passed (81%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1938 @ 1' 1/4"2872 Passed (67%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3861 @ 2' 9"3946 Passed (98%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.044 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.069 @ 2' 9"0.262 Passed (L/911)--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"2.42"1133 1949 3082 None 2 - Trimmer - SPF 3.00"3.00"2.42"1133 1949 3082 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 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' 3"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 4 / 32 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 Gable/Snow Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 5 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1821 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 S (All Spans) Shear (lbs)817 @ 10 3/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1480 @ 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"670 1152 1821 None 2 - Trimmer - SPF 1.50"1.50"1.50"670 1152 1821 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' 3"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 6 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)510 @ 0 1913 (1.50")Passed (27%)--1.0 D + 1.0 S (All Spans) Shear (lbs)266 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)478 @ 1' 10 1/2"3946 Passed (12%)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"313 197 510 None 2 - Trimmer - SPF 1.50"1.50"1.50"313 197 510 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 (PLF)0 to 3' 9"N/A 160.0 105.0 Gable/Snow Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Laundry Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 7 / 32 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 Gable/Snow Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Loft Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 8 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)850 @ 0 1913 (1.50")Passed (44%)--1.0 D + 1.0 S (All Spans) Shear (lbs)606 @ 10 3/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1328 @ 3' 1 1/2"3946 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.013 @ 3' 1 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.034 @ 3' 1 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"522 328 850 None 2 - Trimmer - SPF 3.00"3.00"1.50"543 341 884 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 5" o/c Bottom Edge (Lu)6' 5" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 4 1/2"N/A 7.0 -- 1 - Uniform (PLF)0 to 6' 4 1/2"N/A 160.0 105.0 Gable/Snow Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stairway Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 9 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PLF)0 to 2' 3"N/A 160.0 105.0 Gable/Snow Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite LS Windows 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 10 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4235 @ 5 1/2"4235 (1.61")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3685 @ 14' 5/8"9081 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)15753 @ 7' 10 3/4"20525 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.267 @ 7' 9 5/16"0.368 Passed (L/662)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.661 @ 7' 9 5/16"0.735 Passed (L/267)--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"Hanger¹1.61"2675 313 1815 4490 See note ¹ 2 - Trimmer - SPF 5.50"5.50"1.78"2696 308 1813 4509 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 9" 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 HHUS410 3.00"N/A 30-10d 10-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 15' 6"N/A 12.1 ---- 1 - Uniform (PSF)0 to 15' 6" (Back)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 15' 6" (Front)3' 7"20.0 -35.0 Snow - Garage 3 - Uniform (PLF)0 to 15' 6" (Top)N/A 80.0 --Wall - Upper Level 4 - Uniform (PLF)0 to 8' 9" (Top)N/A 160.0 -105.0 Gable/Snow Load 5 - Point (lb)8' 9" (Top)N/A 459 -289 Linked from: Bedroom #3 Window, Support 1 6 - Point (lb)13' 8 1/2" (Top)N/A 459 -289 Linked from: Bedroom #3 Window, Support 2 7 - Uniform (PLF)13' 8 1/2" to 15' 6" (Top)N/A 160.0 -105.0 Gable/Snow Load 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 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 11 / 32 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 12 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4164 @ 4"13956 (5.50")Passed (30%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2849 @ 1' 3"6872 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6912 @ 3' 11 1/2"10422 Passed (66%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.144 @ 3' 11 1/2"0.181 Passed (L/605)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.200 @ 3' 11 1/2"0.363 Passed (L/436)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 5.50"5.50"1.64"1166 2998 4164 None 2 - Trimmer - SPF 5.50"5.50"1.64"1166 2998 4164 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 11" o/c Bottom Edge (Lu)7' 11" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 11"N/A 10.4 -- 1 - Uniform (PSF)0 to 7' 11" (Back)10' 8 1/2"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 7' 11" (Front)8' 2 3/4"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 13 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1279 @ 4' 9 1/4"1913 (1.50")Passed (67%)--1.0 D + 1.0 L (All Spans) Shear (lbs)834 @ 4'2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1419 @ 2' 6 5/8"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.011 @ 2' 6 5/8"0.111 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.018 @ 2' 6 5/8"0.222 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • 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 Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"563 908 1471 Blocking 2 - Hanger on 9 1/4" SPF beam 1.50"Hanger¹1.50"516 834 1350 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 9" o/c Bottom Edge (Lu)4' 9" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS210-2 2.00"N/A 8-16d 6-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 9 1/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 10 3/4" (Back)8' 10 3/4"15.0 40.0 Floor Upper 2 - Uniform (PLF)0 to 4' 10 3/4" (Top)N/A 80.0 -Standard Wall Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairway Flush Beam (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 14 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9196 @ 7' 9 3/4"11419 (4.50")Passed (81%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)4206 @ 8' 9 1/2"7902 Passed (53%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3099 @ 7' 9 3/4"11985 Passed (26%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.021 @ 9' 8 13/16"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.035 @ 9' 9 1/16"0.191 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.05"2134 660/-121 3073 5207 None 2 - Trimmer - SPF 4.50"4.50"1.50"1104 1962 217/-302 3066 None 3 - Trimmer - SPF 4.50"4.50"3.62"3981 2744 4209 9196 None 4 - Trimmer - SPF 3.00"3.00"1.50"1274 788/-154 1580 3049 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)11' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 7"8' 10 3/4"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)6' 7" to 11' 9"10' 9"15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 11' 9"N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 6"20' 6"20.0 -35.0 Snow - Main 5 - Point (lb)6"N/A 1765 -3012 Linked from: Owner's Suite Rear Window, Support 1 6 - Point (lb)8' 5 1/2"N/A 1765 -3012 Linked from: Owner's Suite Rear Window, Support 2 7 - Uniform (PSF)8' 5 1/2" to 11' 9"20' 6"20.0 -35.0 Snow - Main 8 - Point (lb)6' 8 1/2"N/A 635 1020 - Linked from: G2 - Great Room/Stairway, 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, Great Room Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 15 / 32 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 16 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5489 @ 1 1/2"7613 (3.00")Passed (72%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4114 @ 5' 5 1/2"7902 Passed (52%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7922 @ 3' 3 1/4"11985 Passed (66%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.102 @ 3' 2 7/8"0.208 Passed (L/736)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.180 @ 3' 2 7/8"0.313 Passed (L/416)--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"2.16"2390 1398 2734 5489 None 2 - Trimmer - SPF 3.00"3.00"1.86"2053 1398 2148 4712 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 6"10' 9"15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper 3 - Point (lb)7"N/A 464 -797 Linked from: Owner's Bathroom Window, Support 2 4 - Uniform (PSF)7" to 5' 2"20' 6"20.0 -35.0 Snow - Main 5 - Point (lb)5' 2"N/A 464 -797 Linked from: Owner's Bathroom Window, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 17 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1278 @ 0 3806 (1.50")Passed (34%)--1.0 D + 1.0 L (All Spans) Shear (lbs)653 @ 11"6872 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1198 @ 1' 10 1/2"10422 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.013 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"472 806 1278 None 2 - Trimmer - SPF 1.50"1.50"1.50"472 806 1278 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 9" o/c Bottom Edge (Lu)3' 9" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 3' 9"10' 9"15.0 40.0 Floor - Upper Level 2 - Uniform (PLF)0 to 3' 9"N/A 80.0 -Wall - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Kitchen Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 18 / 32 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 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Entry Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 19 / 32 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"3'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 8' 9"N/A 100.0 -Wall - Gable 3 - Uniform (PSF)0 to 8' 9"1' 6"20.0 35.0 Snow - Monos Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 8' OHD 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 20 / 32 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 (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 21 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2025 @ 1 1/2"3825 (3.00")Passed (53%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1062 @ 1' 1/4"2498 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1740 @ 2' 2 13/16"3431 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.012 @ 2' 4 5/16"0.151 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.025 @ 2' 4 1/16"0.226 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"1.59"1052 785 511 2025 None 2 - Trimmer - SPF 3.00"3.00"1.59"1054 785 508 2024 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 9" o/c Bottom Edge (Lu)4' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 9 1/4"N/A 7.0 ---- 1 - Uniform (PSF)0 to 4' 9 1/4"8' 2 3/4"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 4' 9 1/4"3'20.0 -35.0 Snow - Porch 3 - Uniform (PLF)0 to 4' 9 1/4"N/A 80.0 --Wall - Upper Level 4 - Uniform (PLF)0 to 1' 1 3/4"N/A 160.0 -105.0 Snow - Gable 5 - Point (lb)1' 1 3/4"N/A 313 -197 Linked from: Laundry Window, Support 1 6 - Point (lb)4' 8 3/4"N/A 313 -197 Linked from: Laundry Window, Support 2 7 - Uniform (PLF)4' 8 3/4" to 4' 9 1/4"N/A 160.0 -105.0 Gable/Snow Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Front Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 22 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3095 @ 1 1/2"5738 (3.00")Passed (54%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2128 @ 1' 1/4"3746 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4547 @ 3' 9"5147 Passed (88%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.054 @ 3' 9"0.242 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.109 @ 3' 9"0.363 Passed (L/800)--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"1.62"1627 1275 683 3095 None 2 - Trimmer - SPF 3.00"3.00"1.62"1627 1275 683 3095 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 10.6 ---- 1 - Uniform (PSF)0 to 7' 6"8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 7' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7' 6"2'20.0 -35.0 Snow - Porch 4 - Uniform (PLF)0 to 1' 3"N/A 160.0 -105.0 Gable/Snow Load 5 - Point (lb)1' 3"N/A 459 -289 Linked from: Loft Window, Support 1 6 - Point (lb)6' 3"N/A 459 -289 Linked from: Loft Window, Support 2 7 - Uniform (PLF)6' 3" to 7' 6"N/A 160.0 -105.0 Gable/Snow Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 23 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2743 @ 11' 1"7013 (5.50")Passed (39%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1209 @ 10' 3"2251 Passed (54%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2527 @ 11' 1"2645 Passed (96%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.149 @ 5' 6 1/16"0.342 Passed (L/828)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.226 @ 5' 5 7/16"0.512 Passed (L/545)--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 - Column - SPF 5.50"5.50"1.50"419 711 1131 Blocking 2 - Column - SPF 5.50"5.50"2.15"1035 1707 2743 Blocking 3 - Trimmer - SPF 6.00"6.00"1.50"310 586 896 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' 11" o/c Bottom Edge (Lu)5' 4" 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' (Top)4'20.0 35.0 Snow - Porch 2 - Uniform (PSF)12' to 19' (Top)5'20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 2 piece(s) 2 x 8 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 24 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)490 @ 0 1913 (1.50")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)291 @ 1' 4 1/4"2872 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)326 @ 1' 3 1/4"3946 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/4"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 5/16"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"343 45 147 490 None 2 - Trimmer - SPF 1.50"1.50"1.50"278 45 104 390 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 (Side)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" (Top)1'15.0 40.0 -Floor Upper 2 - Uniform (PLF)0 to 2' 3" (Top)N/A 80.0 --Wall Upper 3 - Uniform (PLF)0 to 1' 3 1/4" (Top)N/A 160.0 -105.0 Gable/Snow Load 4 - Point (lb)1' 3 1/4" (Top)N/A 188 -118 Linked from: Owner's Suite LS Windows, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room LS Windows 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 25 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)436 @ 4' 1/2"3506 (2.75")Passed (12%)--1.0 D + 1.0 L (All Spans) Shear (lbs)213 @ 1' 2 3/4"2498 Passed (9%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)382 @ 2' 2 1/4"3431 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 2' 2 1/4"0.093 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.003 @ 2' 2 1/4"0.185 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"144 343 487 Blocking 2 - Stud wall - SPF 2.75"2.75"1.50"129 307 436 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 2" o/c Bottom Edge (Lu)4' 2" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 1 3/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 1 3/4" (Front)1'15.0 40.0 Floor Upper 2 - Uniform (PSF)0 to 4' 1 3/4" (Back)2' 11"15.0 40.0 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairway Flush Beam (V) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 26 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9431 @ 4 1/2"15225 (6.00")Passed (62%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3566 @ 1' 3 1/2"6872 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8651 @ 4'10422 Passed (83%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.180 @ 4'0.181 Passed (L/483)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.250 @ 4'0.363 Passed (L/348)--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 6.00"6.00"3.72"2633 6798 9431 None 2 - Trimmer - SPF 6.00"6.00"3.72"2633 6798 9431 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 -- 1 - Uniform (PSF)0 to 8' (Front)23' 9"15.0 40.0 Floor - Main Level 2 - Point (lb)0 (Top)N/A 1166 2998 Linked from: Flush Foyer (H), Support 1 3 - Point (lb)8' (Top)N/A 1166 2998 Linked from: Flush Foyer (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Drop Hallway (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 27 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)4619 @ 5' 4 1/2"7613 (3.00")Passed (61%)--1.0 D + 1.0 L (All Spans) [8] Shear (lbs)3635 @ 4' 5 1/2"6872 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)6547 @ 3' 7"10422 Passed (63%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.069 @ 2' 10"0.175 Passed (L/912)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.105 @ 2' 10"0.262 Passed (L/602)--1.0 D + 1.0 L (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. 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"1217 2430 74/-103 3646 None 2 - Trimmer - SPF 3.00"3.00"1.82"1567 3052 143/-199 4619 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)3' 7"N/A 1104 1962 217/-302 Linked from: Great Room Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 28 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)11151 @ 4 1/2"22838 (6.00")Passed (49%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)9570 @ 5' 8 1/2"11854 Passed (81%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Moment (Ft-lbs)14266 @ 3' 9 1/16"17977 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Live Load Defl. (in)0.126 @ 3' 6 1/2"0.208 Passed (L/593)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in)0.217 @ 3' 6 9/16"0.313 Passed (L/345)--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 6.00"6.00"2.93"4631 4735 3957 11151 None 2 - Trimmer - SPF 6.00"6.00"2.88"4615 4764 3723 10980 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' o/c Bottom Edge (Lu)7' 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'N/A 15.6 ---- 1 - Uniform (PSF)0 to 7'11'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 7'N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 7'7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)7" to 5' 9"11'15.0 40.0 -Floor Upper 5 - Uniform (PLF)7" to 5' 9"N/A 80.0 --Wall Upper 6 - Point (lb)7"N/A 1274 788/-154 1580 Linked from: Great Room Window, Support 4 7 - Uniform (PSF)7" to 4' 2 1/2"20' 3"20.0 -35.0 MN Snow South 8 - Point (lb)4' 2 1/2"N/A 464 -797 Linked from: Owner's Bathroom Window, Support 1 9 - Point (lb)5' 9"N/A 2390 1398 2734 Linked from: Dining Room Patio Door, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window Middle 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 29 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11151 @ 8' 7 1/2"22838 (6.00")Passed (49%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7106 @ 7' 8 1/2"9476 Passed (75%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)17477 @ 4'17662 Passed (99%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.201 @ 4' 4 15/16"0.275 Passed (L/493)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.343 @ 4' 4 7/8"0.412 Passed (L/288)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 6.00"6.00"2.89"4582 5245 3334 11016 None 2 - Trimmer - SPF 6.00"6.00"2.93"4652 5267 3399 11151 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 2" o/c Bottom Edge (Lu)9' o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9'N/A 14.5 ---- 1 - Uniform (PSF)0 to 9'11'15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 9'7'10.0 40.0 -Floor - Deck 3 - Uniform (PLF)0 to 9'N/A 90.0 --Wall - Main 4 - Uniform (PSF)0 to 4'11'15.0 40.0 -Floor - Upper 5 - Uniform (PLF)0 to 4'N/A 80.0 --Wall - Upper 6 - Point (lb)4'N/A 472 806 - Linked from: Kitchen Window, Support 1 7 - Point (lb)7' 6"N/A 472 806 - Linked from: Kitchen Window, Support 2 8 - Uniform (PSF)7' 6" to 9'11'15.0 40.0 -Floor - Upper 9 - Uniform (PLF)7' 6" to 9'N/A 80.0 --Wall - Upper 10 - Uniform (PSF)0 to 2' 9"20' 3"20.0 -35.0 Snow - Main 11 - Point (lb)2' 9"N/A 1133 -1949 Linked from: Bedroom #2 Window, Support 1 12 - Point (lb)7' 9"N/A 1133 -1949 Linked from: Bedroom #2 Window, Support 2 13 - Uniform (PSF)7' 9" to 9'20' 3"20.0 -35.0 Snow - Main All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window End 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 30 / 32 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 31 / 32 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3203 @ 4' 1/2"7013 (5.50")Passed (46%)--1.0 D + 1.0 L (All Spans) Shear (lbs)213 @ 1' 2 3/4"2498 Passed (9%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)382 @ 2' 2 1/4"3431 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 2' 2 1/4"0.093 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.003 @ 2' 2 1/4"0.185 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"288 686 974 Blocking 2 - Stud wall - SPF 5.50"5.50"2.51"1167 2036 3203 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 5" o/c Bottom Edge (Lu)4' 5" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 4 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 4 1/2" (Front)1'15.0 40.0 Floor Main 2 - Uniform (PSF)0 to 4' 4 1/2" (Back)2' 11"15.0 40.0 Floor - Stairs 3 - Point (lb)0 (Top)N/A 144 343 Linked from: Stairway Flush Beam (V), Support 1 4 - Point (lb)4' 1 3/4" (Top)N/A 129 307 Linked from: Stairway Flush Beam (V), Support 2 5 - Point (lb)4' 1 3/4" (Top)N/A 894 1386 Linked from: G2 - Great Room/Stairway, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Plan Dated 1/18/24 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Stairway Flush Beam (V) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 2/7/2024 2:30:43 PM UTCDavid Burke Lampert Lumber (952) 887-6221 david.burke@lampertlumber.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 17855 Elder Ave, Lakeville, MN - The Madison Topaz - The Madison 17855 Elder Ave, Lakeville, MN 2/6/24; Job #EWP-1204 Page 32 / 32 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 ENDDROPPED 2-PLY LVLF7F9F2F10F8F1F8F1F8F1F8F1F8F1F3F3F3F5F5F5F5F5F6F6F6F6F6F6F12F3F1117-10-003-08-003-08-0016-00-0022-00-0038-00-0038-00-0023-00-0019-00-0042-00-0042-00-001-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-08-002-00-002-00-002-00-002-00-002-00-0010-04-00Customer: Lyman Lumber - ChanhassenJob Number: 326427-CHome Owner: TOPAZ / MADISON / 17855 ELDER AVE MODELJob Name: 1st FloorSite Address: 17855 ELDER AVE Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/7/2024Version: 8.5.3.233 POST-UP BOTH ENDS OF A315981# d0# u22458# 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 ENDPAINTED ENDFF14FF2FF13FF1FF13FF1FF13FF3FF13FF3FF13FF3FF5FF6FF6FF7FF8FF9FF10FF10FF10FF10FF10FF10FF10FF18FF12FF4FF11FF11FF17FF6FF15FF16FF16FF16A3HHUS48HHUS48HHUS410HHUS410HHUS48HHUS48HHUS48HHUS48HHUS48HHUS48HHUS48HHUS482-00-0021-06-0021-06-0045-00-007-00-0038-00-0045-00-0010-00-0020-06-0018-06-0049-00-007-00-0042-00-0049-00-006-02-0010-04-001-08-002-00-002-00-002-00-002-00-008-001-04-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-08-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-0012-00-00 7-00-0023-00-0036-06-0017-10-003-08-003-08-006-00-00Customer: Lyman Lumber - ChanhassenJob Number: 326427-BHome Owner: TOPAZ / MADISON / 17855 ELDER AVE MODELJob Name: 2nd FloorSite Address: 17855 ELDER AVE Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/7/2024Version: 8.5.3.233 POST-UP BOTH ENDS OF A315981# d0# u22458# 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# uLO1C1A2A1A1A3L1L1L2L3L4L5L6CT1J1J1J1J1K3K2K2K2K2K2K1K1K1K12-00-0021-06-0021-06-0045-00-007-00-0038-00-0045-00-0010-00-0020-06-0018-06-0049-00-007-00-0042-00-0049-00-002-00-002-00-002-00-002-00-0012-00-00 7-00-0023-00-0036-06-001-11-122-00-004-00-002-00-006-00-00H1G2G1E2E1E1E1E1E1E1E1E1E1E1E1E3E3E3E5E5E5E5E5E3E4V1V2V3V4V5HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS26HUS2617-10-0015-04-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 326427-AHome Owner: TOPAZ / MADISON / 17855 ELDER AVE MODELJob Name: RoofSite Address: 17855 ELDER AVE Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Josh Rudesill2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 2/7/2024Version: 8.5.3.233 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-15 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 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 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 2.5 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.2/15/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville17855 Elder Avenue BC730925 Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 69237 Heating Gain Cooling Load 80 Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.27 Appliances THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.32 Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX030P Model Heating System Natural Gas Lennox 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 13 160 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 29144Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 2.550 Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) 2/20/24 X PM