HomeMy WebLinkAboutLA197841 - 17774 Eclipse Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
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OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
MAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"7' - 3 3/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS TYP.CULTURED STONE W/CONCRETE CAPSEE COLUMNDETAIL SHEET A-501 VINYLSHAKES TYP.4" SMARTSIDE TRIM WINDOWS & DOORS@ FRONT ONLY 6" SMARTSIDE FRIEZE BOARD TYP.ADDRESS STONE VINYL BOARD & BATTEN TYP.DORMER PLATE18' -0 3/4"42424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -5 5/8"7" / 12"3" / 12"8" 12"3' - 6"GARAGE PLATE HEIGHT 10' - 9 3/8"8" 12"1/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:9/29/2021 2:48:27 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'N17774 ECLIPSE AVENUELAKEVILLE, MN 55044A-201OTT2497.29.21 CB164412838.17.21 CB9.29.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-501 SCHEDULES / DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/09/2021dmathews
STANDARD ENERGY HEELS @ 7:12 W/ 8:12 FASCIA LINES TO MATCH 7:1218" OVERHANGS & 12" RAKES TYP.9 ROOF VENTS REQUIRED 4 ROOF VENTSREQUIRED 8' - 4"11' - 8"5' - 0"7" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"3" / 12"24" RETURNSTYP.7" 12"8" / 12"VINYL SIDING& CORNERS TYP.ALUMINUM SOFFIT& FASCIA TYP.7" / 12"24" RETURNS TYP. 8" / 12"8" / 12"3" 12"7" 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:9/29/2021 2:48:28 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'N17774 ECLIPSE AVENUELAKEVILLE, MN 55044A-202OTT2497.29.21 CB164412838.17.21 CB9.29.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEY1/8" = 1'-0"A-2021ROOF PLAN1/8" = 1'-0"A-2022LEFT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit.
*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER 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 ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.50' - 0"2' - 0"21' - 8"23' - 8"30' - 4"19' - 10"34' - 2"5' - 10"14' - 0"10' - 6"20' - 0"30' - 6"19' - 6"50' - 0"1' - 4 1/2"8' - 3" M.O.0' - 10 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"3' - 10":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.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 0"0' - 4"5' - 4 3/4"2' - 3 1/4"22' - 8"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 0"0' - 4"9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.15' - 1 1/4"4' - 5 1/2"30' - 5 1/4"20' - 4"LEAVE A 12" GAPIN THE FOOTING FOR PLUMBING 11' - 4"19' - 0"9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.29' - 8"19' - 0"11' - 4"9'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(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.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 9 1/4"8' - 5 1/2"11' - 3"6' - 7 1/2"20' - 10 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAYTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:9/29/2021 2:48:28 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'N17774 ECLIPSE AVENUELAKEVILLE, MN 55044A-401OTT2497.29.21 CB164412838.17.21 CB9.29.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEY1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 17RSUMPF. D.BATH14' - 0"5' - 10"SMOKEDET.19' - 10"34' - 2" (BRACED WALL LINE SPACING)54' - 0"30' - 6"19' - 6"10' - 6"20' - 0"23' - 8"30' - 4"INSULATE BETWEENWALL & SLABSMOKEDET.21' - 8"2' - 0"MECHANICAL/LAUNDRYFAMILY ROOMBEDROOM #2BEDROOM #3 /FLEX ROOM22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH106048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"116/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"24" CANT. ABOVE19' - 10"3' - 10"18" FLOOR TRUSSESPER MFG. SPACINGFURNACEW. H.AIR EX.7' - 4"10' - 10"12' - 7"12' - 3"7' - 0"50' - 0" (BRACED WALL LINE SPACING)0' - 4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.UNEXCAVATEDUNEXCAVATED54' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"KNEE WALL W/14" SPINDLES 18" FLOOR TRUSSESPER MFG. SPACING0' - 4"52/8 x 6/8R.O. 2' -10" x 6' -11"5' TUB/SHWR4' VANITY22/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #3CLOSET #25' - 2"2' - 0"23' - 2"106048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"SMOKEDET.50' - 0"20' - 4"29' - 8"22/4 x 6/8R.O. 2' -6" x 6' -11"15' - 4"4' - 0"0' - 4"10' - 10"19' - 6"2' LINEN83/0 x 6/8 BARN STYLE83/0 x 6/8 BARN STYLELINEN104/0 x 6/8R.O. 4' -2" x 6' -11"ADD 2x6 HEADER FORTRACK DOOR @ 80”HAND FRAME FLOOR ABOVE 25' - 5"7' - 9"4' - 1"3' - 10"2' - 4"6' - 7"11' - 7"13' - 0"24' - 11 1/4"9' - 2 3/4"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 NOTESHALL2-9 1/2" LSL FLUSH19' - 0"11' - 4"52/8 x 6/8R.O. 2' -10" x 6' -11"STORAGE11' - 8 3/8"3' - 9 5/8"2-2x102-2x102-9 1/2" LSL2-9 1/2" LSL2-9 1/2" LSL2-9 1/2" LSL W/3 TRIMMERS 3 TRIMMERS3 TRIMMERSLOADED FOR FUTURE DECK5' - 2"1' - 11"13' - 8"4' - 2 1/4"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"15'-0" OF BRACED WALL REQUIRED MIN.OR TO CONCRETE 15'-0" OF BRACED WALL REQUIRED MIN.OR TO CONCRETE 42/6 x 6/8R.O. 2' -8" x 6' -11"R & SHSTEP 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.* ALL DIMENSIONS ARETO EXTERIOR OFSHEATHING/CONCRETE,NOT INSULATIONCO DET.2' - 0"EQEQ5' - 0"GAS F.P.BUILT-INBUILT-IN124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"W.S.BOX MANTEL TO EDGE 1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:9/29/2021 2:48:29 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'N17774 ECLIPSE AVENUELAKEVILLE, MN 55044A-402OTT2497.29.21 CB164412838.17.21 CB9.29.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYBWPsAboveFAN
DN 3RDN 17RDN 3R30' - 6" (BRACED WALL LINE SPACING)19' - 6" (BRACED WALL LINE SPACING)10' - 6"20' - 0"36" REFDININGGREAT ROOM1' - 6"8' - 0"1' - 0"2' - 0"16' - 0"2' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISESEE COLUMN DETAIL ,SHEET A-50156' - 0"32' - 0"24' - 0"DW56' - 0"36' - 0"20' - 0"128' x 7' O.H. GARAGE DOOROWNER'SSUITEOWNER'SBATHPOWDER2' - 0"22' - 0"2' - 4 1/8"29' - 7 7/8"S.S. SINKSMOKEDET.ATTICACCESS96024 PICR.O. 5' -0" x 2' -0"H.H. 6' -10"8' VANITY1' - 0"8' - 0"10' - 6"FOYERPORCHGARAGEMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.KITCHEN52442 SHR.O. 2' -0" x 3' -6"H.H. 6' -10"OFFICE20' - 0"30' - 0"4' - 0"1416' x 7' O.H. GARAGE DOOR18' - 0"32' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"R&SH4'-6" VANITYR&SHDBL R&SH24" WALL W/GLASS PANEL ABOVE TILE SHOWERPANTRY36" COOKTOP W/WOOD HOOD ABOVE 4' - 0"5' - 0"8' - 0"TRASH 3 LIGHTS ABOVE 138/0 x 8/0 SLIDERR.O. 8' -0" x 8' -0"78" LINEAR ELECTRIC. F.P.52/8 x 6/8R.O. 2' -10" x 6' -11"62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"TYP.2' - 0"BASESLOPE CEILING ABOVE STAIRS9'-0" H.H. 1' - 6"224-48-2466 SLR.O. 8' -0" x 5' -6"H.H. 8' -0"2' - 0"34' - 0"6' - 0"14' - 0"50' - 0" (BRACED WALL LINE SPACING)50' - 0"EQEQ8' - 0"OUTLETOUTLET1' - 8"4' - 0"39" x 73"RECESS REF48"(H) BUILT INWOOD TOP SINK72/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"R&SH3' - 0"63612 AWN FIXEDR.O. 3' -0" x 1' -0"H.H. 6' -10"16" SH.22/4 x 6/8R.O. 2' -6" x 6' -11"HAND FRAME FLOOR BELOW 2x66' - 11 1/8"9' - 7 7/8"8' - 11"6' - 6"7' - 9"10' - 3"84242 SLR.O. 3' -6" x 3' -6"H.H. 6' -10"5' - 10 1/8"8' - 2"19' - 11 7/8"14' - 6"15' - 6"4' - 2"10' - 10"5' - 0"0' - 8"5' - 4"17' - 2 3/4"5' - 5 1/4"3' - 10"3' - 6"4' - 0"SMOKEDET.CO DET.CO DET.SMOKEDET.2x620' - 8"9' - 10"19' - 6"27' - 2"4' - 10"16' - 8"5' - 10"5' - 2"4' - 4"MFG. ROOF TRUSSES@ 24" O.C.9' - 2"2' - 10"4' - 8"5' - 10"4' - 8"4' - 10"7' - 10"2' - 6"1' - 0"8' - 8"5' - 9"6' - 10"5' - 5"13' - 5 1/4"6' - 4 3/4"12' - 2"5' - 9"5' - 4"2' - 5"3' - 8"2' - 7"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 NOTESBOX VAULTOVEN/MICRO2-2x122-11 7/8" LSL2-9 1/2" LSL2-9 1/2" LSL2-9 1/2" LSL2-2x102-9 1/2" LSL2-2x102-2x102-2x102-2x103' - 6"22' - 0" (BRACED WALL LINE SPACING)30' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"METHOD G.B.14' - 6"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAME W/ HOLD-DOWNSB.W.P.4' - 0"B.W.P.4' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"11P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"OWNER'SCLOSET42/6 x 6/8R.O. 2' -8" x 6' -11"LAUNDRY22/4 x 6/8R.O. 2' -6" x 6' -11"HEADCONTROL73660-2W SHR.O. 6' -0" x 5' -0"H.H. 6' -10"10'-1 1/8" PLATE HEIGHTW/ OPTIONAL WOOD CEILING OPTIONAL FAUX BEAMS 3A-501OPTIONAL BUILT-IN W/LOUVERED DOORSOPTIONAL BUILT-IN W/LOUVERED DOORS10'-1 1/8" PLATE HEIGHT22/4 x 6/8R.O. 2' -6" x 6' -11"R&SH12/4 SHWR DR.HIGH SHELFQUARTZ SEATSHAMPOO NICHE22/4 x 6/8R.O. 2' -6" x 6' -11"QUARTZ TOP0' - 4 1/2" TYP.2-2x10 CONTINUOUS11P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"11P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"93/0 x 6/8 W/ 2-12" D.S. S.L.'S & 12"TRANSOMMUD RM.PANELED22/4 x 6/8R.O. 2' -6" x 6' -11"U.C. LIGHT W/LIGHTS IN UPPERS,3 LARGE DRAWERSWASHERDRYERUPPERS U.C. LIGHTSU.C. LIGHTSU.C. LIGHTS32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2'-6" LINENDRAWERS PULLOUTS @BACKSIDE SHIPLAP TO THE CEILING W/ MANTEL TO EDGE CLEAR GLASS DOORS IN UPPERS MFG. ROOF TRUSSES@ 24" O.C.CANTILEVER ROOF TRUSSES ABOVE 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:9/29/2021 2:48:29 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'N17774 ECLIPSE AVENUELAKEVILLE, MN 55044A-403OTT2497.29.21 CB164412838.17.21 CB9.29.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Smoke
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 POST4' - 0" +/-8' - 1"4' - 0" +/-1' - 6"1' - 4"GREAT ROOM PLATE HEIGHT10' - 1 1/8"2' - 6"7' - 7 1/8"MANTEL TO EDGE VERIFY HEIGHT & SIZESHIPLAP TO THE CEILING 78" ELECTRIC FIREPLACE WATER PROOF COATINGFROM GRADE TO TOPOF FOOTING6 MIL POLY V.B., OVERLAP EDGESMIN. 12" & TAPE. SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" RIGID (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 10"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGSIDING, 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" PLYWOOD SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATIONRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" RIGID (R-10)INSULATION*OUTSIDE OF CONCRETEFOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATION PROTECTION FROMUNDER SIDING TO BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGSMAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"1' - 0"GREAT ROOM PLATE HEIGHT 10' - 1 1/8"GREAT ROOMTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:9/29/2021 2:48:29 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'N17774 ECLIPSE AVENUELAKEVILLE, MN 55044A-501OTT2497.29.21 CB164412838.17.21 CB9.29.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 24-48-2460 SL 1 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 24-48-2466 SL 1 8' - 0" 5' - 6" 8' - 0"4 WINDSOR NEXT DIMENSION 2424-3 AWN FIXED 1 6' - 0" 2' - 0" 6' - 5 5/8"5 WINDSOR NEXT DIMENSION 2442 SH 1 2' - 0" 3' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 3612 AWN FIXED 1 3' - 0" 1' - 0"6' - 10"7 WINDSOR NEXT DIMENSION 3660-2W SH 1 6' - 0" 5' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 4242 SL 1 3' - 6" 3' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 6024 PIC 1 5' - 0" 2' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 6048 SL 2 5' - 0" 4' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION P4260/A24 T 3 3' - 6" 7' - 0" 8' - 0"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOORING AREA PLATE HEIGHT COMMENTSLOWER FLOOR STORAGE131 SF 8' - 10" FINISHEDLOWER FLOOR FAMILY ROOM CARPET 490 SF 8' - 10" .LOWER FLOOR BEDROOM #2 CARPET 151 SF 8' - 10" .LOWER FLOOR BEDROOM #3 / FLEX ROOM CARPET 172 SF 8' - 10" .LOWER FLOOR CLOSET #3 CARPET 35 SF 8' - 10"LOWER FLOOR CLOSET #2 CARPET 30 SF 8' - 10"LOWER FLOOR HALL CARPET 99 SF 8' - 10"LOWER FLOOR MECHANICAL/ LAUNDRY UNFINISHED 227 SF 8' - 10"LOWER FLOOR BATH VINYL 59 SF 8' - 10" .MAIN FLOOR LAUNDRY60 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM CARPET 262 SF 9' - 1 1/8"MAIN FLOOR OWNER'S SUITE CARPET 206 SF 9' - 1 1/8" BOX VAULTMAIN FLOOR OFFICE CARPET 101 SF 9' - 1 1/8"MAIN FLOOR OWNER'S CLOSET CARPET 51 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 117 SF 9' - 1 1/8"MAIN FLOOR OWNER'S BATH TILE 91 SF 9' - 1 1/8" .MAIN FLOOR GARAGE UNFINISHED 672 SF 12' - 9 3/8"MAIN FLOOR DINING WOOD 147 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 283 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 56 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 95 SF 9' - 1 1/8"MAIN FLOOR MUD RM. WOOD 41 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 32 SF 9' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 SHWR DR.12 2/4 x 6/82' - 6" 6' - 11" 93 2/4 x 6/8 PKT 4' - 10" 6' - 11" 24 2/6 x 6/82' - 8" 6' - 11" 35 2/8 x 6/82' - 10" 6' - 11" 36 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 18 3/0 x 6/8 BARN STYLE29 3/0 x 6/8 W/ 2-12" D.S. S.L.'S & 12" TRANSOM110 4/0 x 6/84' - 2" 6' - 11" 111 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 112 8' x 7' O.H. GARAGE DOOR113 8/0 x 8/0 SLIDER 8' - 0" 8' - 0" 114 16' x 7' O.H. GARAGE DOOR11/2" = 1'-0"A-5011TYP. COLUMN1/2" = 1'-0"A-5012FIREPLACE WALL3/8" = 1'-0"A-5014TYP. POURED WALL SECTION1/4" = 1'-0"A-5013GREAT ROOM PLATE
6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 6"POUREDFND. WALLVERIFY FLOOR SYSTEMWITH FLOOR PLANSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:9/29/2021 2:48:30 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'N17774 ECLIPSE AVENUELAKEVILLE, MN 55044A-502OTT2497.29.21 CB164412838.17.21 CB9.29.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEY1/2" = 1'-0"A-5021TYP. POURED WALKOUT1/2" = 1'-0"A-5022TYP. POURED LOOKOUT1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5025METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5026BEARING WALL SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
MAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"7' - 3 3/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS TYP.CULTURED STONE W/CONCRETE CAPSEE COLUMNDETAIL SHEET A-501 VINYLSHAKES TYP.4" SMARTSIDE TRIM WINDOWS & DOORS@ FRONT ONLY 6" SMARTSIDE FRIEZE BOARD TYP.ADDRESS STONE VINYL BOARD & BATTEN TYP.DORMER PLATE18' -0 3/4"42424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -5 5/8"7" / 12"3" / 12"8" 12"3' - 6"GARAGE PLATE HEIGHT 10' - 9 3/8"8" 12"1/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/17/2021 12:25:01 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'NLAKEVILLE, MN 55044A-201OTT2497.29.21 CB164412838.17.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-501 SCHEDULES / DETAILSA-502 DETAILS
STANDARD ENERGY HEELS @ 7:12 W/ 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.9 ROOF VENTS REQUIRED 4 ROOF VENTSREQUIRED 8' - 4"11' - 8"5' - 0"7" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"3" / 12"24" RETURNSTYP.7" 12"8" / 12"VINYL SIDING& CORNERS TYP.ALUMINUM SOFFIT& FASCIA TYP.7" / 12"24" RETURNS TYP. 8" / 12"8" / 12"3" 12"7" 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/17/2021 12:25:02 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'NLAKEVILLE, MN 55044A-202OTT2497.29.21 CB164412838.17.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEY1/8" = 1'-0"A-2021ROOF PLAN1/8" = 1'-0"A-2022LEFT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024RIGHT ELEVATION
*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER 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 ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.50' - 0"2' - 0"21' - 8"23' - 8"30' - 4"19' - 10"34' - 2"5' - 10"14' - 0"10' - 6"20' - 0"30' - 6"19' - 6"50' - 0"1' - 4 1/2"8' - 3" M.O.0' - 10 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"3' - 10":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.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 0"0' - 4"5' - 4 3/4"2' - 3 1/4"22' - 8"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.54' - 0"0' - 4"9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.15' - 1 1/4"4' - 5 1/2"30' - 5 1/4"20' - 4"LEAVE A 12" GAPIN THE FOOTING FOR PLUMBING 11' - 4"19' - 0"9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.29' - 8"19' - 0"11' - 4"9'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(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.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/17/2021 12:25:03 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'NLAKEVILLE, MN 55044A-401OTT2497.29.21 CB164412838.17.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEY1/4" = 1'-0"A-4011FOUNDATION PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***
UP 17RSUMPF. D.BATH14' - 0"5' - 10"SMOKEDET.19' - 10"34' - 2" (BRACED WALL LINE SPACING)54' - 0"30' - 6"19' - 6"10' - 6"20' - 0"23' - 8"30' - 4"INSULATE BETWEENWALL & SLABSMOKEDET.21' - 8"2' - 0"MECHANICAL/LAUNDRYFAMILY ROOMBEDROOM #2BEDROOM #3 /FLEX ROOM22/4 x 6/8R.O. 2' -6" x 6' -11"R & SH106048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"116/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"24" CANT. ABOVE19' - 10"3' - 10"18" FLOOR TRUSSESPER MFG. SPACINGFURNACEW. H.AIR EX.7' - 4"10' - 10"12' - 7"12' - 3"7' - 0"50' - 0" (BRACED WALL LINE SPACING)0' - 4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.UNEXCAVATEDUNEXCAVATED54' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"KNEE WALL W/14" SPINDLES 18" FLOOR TRUSSESPER MFG. SPACING0' - 4"52/8 x 6/8R.O. 2' -10" x 6' -11"5' TUB/SHWR4' VANITY22/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #3CLOSET #25' - 2"2' - 0"23' - 2"106048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"SMOKEDET.50' - 0"20' - 4"29' - 8"22/4 x 6/8R.O. 2' -6" x 6' -11"15' - 4"4' - 0"0' - 4"10' - 10"19' - 6"2' LINEN83/0 x 6/8 BARN STYLE83/0 x 6/8 BARN STYLELINEN104/0 x 6/8R.O. 4' -2" x 6' -11"ADD 2x6 HEADER FORTRACK DOOR @ 80”HAND FRAME FLOOR ABOVE 25' - 5"7' - 9"4' - 1"3' - 10"2' - 4"6' - 7"11' - 7"13' - 0"24' - 11 1/4"9' - 2 3/4"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 NOTESHALL2-9 1/2" LSL FLUSH19' - 0"11' - 4"52/8 x 6/8R.O. 2' -10" x 6' -11"STORAGE11' - 8 3/8"3' - 9 5/8"2-2x102-2x102-9 1/2" LSL2-9 1/2" LSL2-9 1/2" LSL2-9 1/2" LSL3 TRIMMERS3 TRIMMERSLOADED FOR FUTURE DECK5' - 2"1' - 11"13' - 8"4' - 2 1/4"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"15'-0" OF BRACED WALL REQUIRED MIN.OR TO CONCRETE 15'-0" OF BRACED WALL REQUIRED MIN.OR TO CONCRETE 42/6 x 6/8R.O. 2' -8" x 6' -11"R & SHSTEP 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.* ALL DIMENSIONS ARETO EXTERIOR OFSHEATHING/CONCRETE,NOT INSULATIONCO DET.2' - 0"EQEQ5' - 0"GAS F.P.BUILT-INBUILT-IN124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"W.S.BOX MANTEL TO EDGE 1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/17/2021 12:25:04 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'NLAKEVILLE, MN 55044A-402OTT2497.29.21 CB164412838.17.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***
DN 3RDN 17RDN 3R30' - 6" (BRACED WALL LINE SPACING)19' - 6" (BRACED WALL LINE SPACING)10' - 6"20' - 0"36" REFDININGGREAT ROOM1' - 6"8' - 0"1' - 0"2' - 0"16' - 0"2' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISESEE COLUMN DETAIL ,SHEET A-50156' - 0"32' - 0"24' - 0"DW56' - 0"36' - 0"20' - 0"128' x 7' O.H. GARAGE DOOROWNER'SSUITEOWNER'SBATHPOWDER2' - 0"22' - 0"2' - 4 1/8"29' - 7 7/8"S.S. SINKSMOKEDET.ATTICACCESS96024 PICR.O. 5' -0" x 2' -0"H.H. 6' -10"8' VANITY1' - 0"8' - 0"10' - 6"FOYERPORCHGARAGEMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.KITCHEN52442 SHR.O. 2' -0" x 3' -6"H.H. 6' -10"OFFICE20' - 0"30' - 0"4' - 0"1416' x 7' O.H. GARAGE DOOR18' - 0"32' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"R&SH4'-6" VANITYR&SHDBL R&SH24" WALL W/GLASS PANEL ABOVE TILE SHOWERPANTRY36" COOKTOP W/WOOD HOOD ABOVE 4' - 0"5' - 0"8' - 0"TRASH 3 LIGHTS ABOVE 138/0 x 8/0 SLIDERR.O. 8' -0" x 8' -0"74" LINEAR ELECTRIC. F.P.52/8 x 6/8R.O. 2' -10" x 6' -11"62/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"TYP.2' - 0"BASESLOPE CEILING ABOVE STAIRS9'-0" H.H. 1' - 6"224-48-2466 SLR.O. 8' -0" x 5' -6"H.H. 8' -0"2' - 0"34' - 0"6' - 0"14' - 0"50' - 0" (BRACED WALL LINE SPACING)50' - 0"EQEQ8' - 0"OUTLETOUTLET1' - 8"4' - 0"39" x 73"RECESS REF48"(H) BUILT INWOOD TOP SINK72/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"R&SH3' - 0"63612 AWN FIXEDR.O. 3' -0" x 1' -0"H.H. 6' -10"16" SH.22/4 x 6/8R.O. 2' -6" x 6' -11"HAND FRAME FLOOR BELOW 2x66' - 11 1/8"9' - 7 7/8"8' - 11"6' - 6"7' - 9"10' - 3"84242 SLR.O. 3' -6" x 3' -6"H.H. 6' -10"5' - 10 1/8"8' - 2"19' - 11 7/8"14' - 6"15' - 6"4' - 2"10' - 10"5' - 0"0' - 8"5' - 4"17' - 2 3/4"5' - 5 1/4"3' - 10"3' - 6"4' - 0"SMOKEDET.CO DET.CO DET.SMOKEDET.2x620' - 8"9' - 10"19' - 6"27' - 2"4' - 10"16' - 8"5' - 10"5' - 2"4' - 4"MFG. ROOF TRUSSES@ 24" O.C.9' - 2"2' - 10"4' - 8"5' - 10"4' - 8"4' - 10"7' - 10"2' - 6"1' - 0"8' - 8"5' - 9"6' - 10"5' - 5"13' - 5 1/4"6' - 4 3/4"12' - 2"5' - 9"5' - 4"2' - 5"3' - 8"2' - 7"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 NOTESBOX VAULTOVEN/MICRO2-2x122-11 7/8" LSL2-7 1/4" LSL CONT.2-9 1/2" LSL2-9 1/2" LSL2-9 1/2" LSL2-2x102-9 1/2" LSL2-2x102-2x102-2x102-2x103' - 6"22' - 0" (BRACED WALL LINE SPACING)30' - 0" (BRACED WALL LINE SPACING)B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"METHOD G.B.14' - 6"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAME W/ HOLD-DOWNSB.W.P.4' - 0"B.W.P.4' - 0"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"11P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"OWNER'SCLOSET42/6 x 6/8R.O. 2' -8" x 6' -11"LAUNDRY22/4 x 6/8R.O. 2' -6" x 6' -11"HEADCONTROL73660-2W SHR.O. 6' -0" x 5' -0"H.H. 6' -10"10'-1 1/8" PLATE HEIGHTW/ OPTIONAL WOOD CEILING OPTIONAL FAUX BEAMS 3A-501OPTIONAL BUILT-IN W/LOUVERED DOORSOPTIONAL BUILT-IN W/LOUVERED DOORS10'-1 1/8" PLATE HEIGHT22/4 x 6/8R.O. 2' -6" x 6' -11"R&SH12/4 SHWR DR.HIGH SHELFQUARTZ SEATSHAMPOO NICHE22/4 x 6/8R.O. 2' -6" x 6' -11"QUARTZ TOP0' - 4 1/2" TYP.2-2x10 CONTINUOUS11P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"11P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"93/0 x 6/8 W/ 2-12" D.S. S.L.'S & 12"TRANSOMMUD RM.PANELED22/4 x 6/8R.O. 2' -6" x 6' -11"U.C. LIGHT W/LIGHTS IN UPPERS,3 LARGE DRAWERSWASHERDRYERUPPERS U.C. LIGHTSU.C. LIGHTSU.C. LIGHTS32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2'-6" LINENDRAWERS PULLOUTS @BACKSIDE SHIPLAP TO THE CEILING W/ MANTEL TO EDGE CLEAR GLASS DOORS IN UPPERS 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/17/2021 12:25:05 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'NLAKEVILLE, MN 55044A-403OTT2497.29.21 CB164412838.17.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***X X X X X X X X X X X X X X XRoof CantileverNo Header Required
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 POST4' - 0" +/-8' - 1"4' - 0" +/-1' - 6"1' - 4"GREAT ROOM PLATE HEIGHT10' - 1 1/8"2' - 6"7' - 7 1/8"MANTEL TO EDGE VERIFY HEIGHT & SIZESHIPLAP TO THE CEILING 74" ELECTRIC FIREPLACE WATER PROOF COATINGFROM GRADE TO TOPOF FOOTING6 MIL POLY V.B., OVERLAP EDGESMIN. 12" & TAPE. SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" RIGID (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 10"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGSIDING, 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" PLYWOOD SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATIONRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" RIGID (R-10)INSULATION*OUTSIDE OF CONCRETEFOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATION PROTECTION FROMUNDER SIDING TO BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGSMAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"1' - 0"GREAT ROOM PLATE HEIGHT 10' - 1 1/8"GREAT ROOMTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/17/2021 12:25:06 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'NLAKEVILLE, MN 55044A-501OTT2497.29.21 CB164412838.17.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEYWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 24-48-2460 SL 1 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 24-48-2466 SL 1 8' - 0" 5' - 6" 8' - 0"4 WINDSOR NEXT DIMENSION 2424-3 AWN FIXED 1 6' - 0" 2' - 0" 6' - 5 5/8"5 WINDSOR NEXT DIMENSION 2442 SH 1 2' - 0" 3' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 3612 AWN FIXED 1 3' - 0" 1' - 0"6' - 10"7 WINDSOR NEXT DIMENSION 3660-2W SH 1 6' - 0" 5' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 4242 SL 1 3' - 6" 3' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 6024 PIC 1 5' - 0" 2' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 6048 SL 2 5' - 0" 4' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION P4260/A24 T 3 3' - 6" 7' - 0" 8' - 0"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOORING AREA PLATE HEIGHT COMMENTSLOWER FLOOR STORAGE131 SF 8' - 10" FINISHEDLOWER FLOOR FAMILY ROOM CARPET 490 SF 8' - 10" .LOWER FLOOR BEDROOM #2 CARPET 151 SF 8' - 10" .LOWER FLOOR BEDROOM #3 / FLEX ROOM CARPET 172 SF 8' - 10" .LOWER FLOOR CLOSET #3 CARPET 35 SF 8' - 10"LOWER FLOOR CLOSET #2 CARPET 30 SF 8' - 10"LOWER FLOOR HALL CARPET 99 SF 8' - 10"LOWER FLOOR MECHANICAL/ LAUNDRY UNFINISHED 227 SF 8' - 10"LOWER FLOOR BATH VINYL 59 SF 8' - 10" .MAIN FLOOR LAUNDRY60 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM CARPET 262 SF 9' - 1 1/8"MAIN FLOOR OWNER'S SUITE CARPET 206 SF 9' - 1 1/8" BOX VAULTMAIN FLOOR OFFICE CARPET 101 SF 9' - 1 1/8"MAIN FLOOR OWNER'S CLOSET CARPET 51 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 117 SF 9' - 1 1/8"MAIN FLOOR OWNER'S BATH TILE 91 SF 9' - 1 1/8" .MAIN FLOOR GARAGE UNFINISHED 672 SF 12' - 9 3/8"MAIN FLOOR DINING WOOD 147 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 283 SF 9' - 1 1/8" .MAIN FLOOR POWDER WOOD 56 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 95 SF 9' - 1 1/8"MAIN FLOOR MUD RM. WOOD 41 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 32 SF 9' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 SHWR DR.12 2/4 x 6/82' - 6" 6' - 11" 93 2/4 x 6/8 PKT 4' - 10" 6' - 11" 24 2/6 x 6/82' - 8" 6' - 11" 35 2/8 x 6/82' - 10" 6' - 11" 36 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 17 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 18 3/0 x 6/8 BARN STYLE29 3/0 x 6/8 W/ 2-12" D.S. S.L.'S & 12" TRANSOM110 4/0 x 6/84' - 2" 6' - 11" 111 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 112 8' x 7' O.H. GARAGE DOOR113 8/0 x 8/0 SLIDER 8' - 0" 8' - 0" 114 16' x 7' O.H. GARAGE DOOR11/2" = 1'-0"A-5011TYP. COLUMN1/2" = 1'-0"A-5012FIREPLACE WALL3/8" = 1'-0"A-5014TYP. POURED WALL SECTION1/4" = 1'-0"A-5013GREAT ROOM PLATE
6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 6"POUREDFND. WALLVERIFY FLOOR SYSTEMWITH FLOOR PLANSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:8/17/2021 12:25:07 PMTHE AYERS RESIDENCEL2, B2 - PHEASANT RUN 6TH ADD'NLAKEVILLE, MN 55044A-502OTT2497.29.21 CB164412838.17.21 CB7.29.21 CB9'-1 1/8"9'-0" POUR2927THE WHITNEY1/2" = 1'-0"A-5021TYP. POURED WALKOUT1/2" = 1'-0"A-5022TYP. POURED LOOKOUT1/2" = 1'-0"A-5023TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5024TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5025METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5026BEARING WALL SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:
Main Level
Member Name Results Current Solution Comments
Owner's Suite Window Rear Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Laundry Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Dining Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Great Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Office Window Front Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Foyer Entry Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
8' Garage Door Passed 2 piece(s) 2 x 12 SPF No.1/No.2
Lower Level
Member Name Results Current Solution Comments
Family Window End Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Patio Door Middle Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom #3 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom #2 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Mech Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
Flush Stairs (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Storage Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2
17774 Eclipse Ave, Lakeville, MN
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 1 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4252 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3210 @ 1' 1/2"7902 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8511 @ 4' 3"11985 Passed (71%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.193 @ 4' 3"0.275 Passed (L/512)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.307 @ 4' 3"0.412 Passed (L/322)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.68"1574 2678 4252 None
2 - Trimmer - SPF 3.00"3.00"1.68"1574 2678 4252 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 8' 6"18'20.0 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 8/17/21.
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, Owner's Suite Window Rear
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 2 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1869 @ 0 1913 (1.50")Passed (98%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)976 @ 10 3/4"2872 Passed (34%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1753 @ 1' 10 1/2"3946 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.010 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.016 @ 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 Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"688 1181 1869 None
2 - Trimmer - SPF 1.50"1.50"1.50"688 1181 1869 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 9" o/c
Bottom Edge (Lu)3' 9" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 9"18'20.0 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 8/17/21.
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, Laundry Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 3 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4252 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3210 @ 1' 1/2"7902 Passed (41%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8511 @ 4' 3"11985 Passed (71%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.193 @ 4' 3"0.275 Passed (L/512)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.307 @ 4' 3"0.412 Passed (L/322)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.68"1574 2678 4252 None
2 - Trimmer - SPF 3.00"3.00"1.68"1574 2678 4252 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 6" o/c
Bottom Edge (Lu)8' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 8' 6"18'20.0 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 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Patio Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 4 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1664 @ 0 1913 (1.50")Passed (87%)--1.0 D + 1.0 S (Alt Spans)
Shear (lbs)1425 @ 2' 10 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-1633 @ 7' 8 1/4"3946 Passed (41%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.007 @ 9' 8 5/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.011 @ 9' 8 1/2"0.191 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"588 1076 1664 None
2 - Trimmer - SPF 4.50"4.50"3.59"1637 2938 4575 None
3 - Trimmer - SPF 4.50"4.50"3.59"1637 2938 4575 None
4 - Trimmer - SPF 1.50"1.50"1.50"588 1076 1664 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 6" o/c
Bottom Edge (Lu)11' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 11' 6"19'20.0 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 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Window
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 5 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4503 @ 1 1/2"7613 (3.00")Passed (59%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3059 @ 1' 1/2"7902 Passed (39%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6765 @ 3' 3"11985 Passed (56%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.097 @ 3' 3"0.208 Passed (L/776)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.153 @ 3' 3"0.313 Passed (L/490)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.77"1659 2844 4503 None
2 - Trimmer - SPF 3.00"3.00"1.77"1659 2844 4503 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 --
1 - Uniform (PSF)0 to 6' 6"25'20.0 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 8/17/21.
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 Front
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 6 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4329 @ 1 1/2"7613 (3.00")Passed (57%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2886 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6234 @ 3' 1 1/2"11985 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.083 @ 3' 1 1/2"0.200 Passed (L/863)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.132 @ 3' 1 1/2"0.300 Passed (L/545)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.71"1595 2734 4329 None
2 - Trimmer - SPF 3.00"3.00"1.71"1595 2734 4329 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 3" o/c
Bottom Edge (Lu)6' 3" o/c
Dead Snow
Vertical Loads Location Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 3"N/A 10.4 --
1 - Uniform (PSF)0 to 6' 3"25'20.0 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 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Entry Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 7 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2789 @ 1 1/2"7613 (3.00")Passed (37%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2376 @ 1' 2 7/8"9878 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)11332 @ 8' 4 1/2"18346 Passed (62%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.774 @ 8' 4 1/2"0.825 Passed (L/256)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1616 1172 2788 None
2 - Trimmer - SPF 3.00"3.00"1.50"1616 1172 2788 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 3" 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"4'20.0 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 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 16' Garage Door
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 8 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1437 @ 1 1/2"3825 (3.00")Passed (38%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1047 @ 1' 2 1/4"3493 Passed (30%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2967 @ 4' 4 1/2"5306 Passed (56%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.033 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.077 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"825 612 1437 None
2 - Trimmer - SPF 3.00"3.00"1.50"825 612 1437 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"4'20.0 35.0 Snow - Garage
2 - Uniform (PLF)0 to 8' 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 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, 8' Garage Door
2 piece(s) 2 x 12 SPF No.1/No.2
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 9 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7399 @ 1 1/2"7613 (3.00")Passed (97%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3474 @ 1' 1/2"6872 Passed (51%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)9213 @ 4' 3"10422 Passed (88%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.227 @ 4' 3"0.275 Passed (L/436)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.332 @ 4' 3"0.412 Passed (L/298)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.92"3031 3145 2678 8854 None
2 - Trimmer - SPF 3.00"3.00"2.92"3031 3145 2678 8854 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 1" o/c
Bottom Edge (Lu)8' 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 8' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 8' 6"11' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)0 N/A 1574 -2678
Linked from:
Owner's Suite
Window Rear,
Support 1
5 - Point (lb)8' 6"N/A 1574 -2678
Linked from:
Owner's Suite
Window Rear,
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 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Window End
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 10 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8713 @ 6' 4 1/2"11419 (4.50")Passed (76%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)7285 @ 5' 5 1/2"7902 Passed (92%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)11225 @ 3' 4 7/16"11985 Passed (94%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.151 @ 3' 3 5/8"0.208 Passed (L/497)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.255 @ 3' 3 11/16"0.313 Passed (L/294)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.28"2318 2795 1825 6938 None
2 - Trimmer - SPF 4.50"4.50"3.43"3594 2903 3924 10421 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 5" o/c
Bottom Edge (Lu)6' 8" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 10.4 ----
1 - Uniform (PSF)0 to 6' 7 1/2"14' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 6' 7 1/2"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 6' 7 1/2"7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)2' 6" to 5' 6"18'20.0 -35.0 Snow - Main
5 - Point (lb)2' 6"N/A 688 -1181
Linked from:
Laundry Window,
Support 2
6 - Point (lb)5' 6"N/A 1574 -2678
Linked from: Dining
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 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Patio Door Middle
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 11 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8448 @ 3"11419 (4.50")Passed (74%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3647 @ 4' 7"7902 Passed (46%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)6845 @ 2' 8 5/8"11985 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.070 @ 2' 10"0.175 Passed (L/904)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.120 @ 2' 10 1/16"0.262 Passed (L/527)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 4.50"4.50"3.33"3542 2258 4283 10083 None
2 - Trimmer - SPF 3.00"3.00"2.14"2299 1634 2551 6484 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 8" o/c
Bottom Edge (Lu)5' 8" o/c
Dead Floor Live Snow
Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 10.4 ----
1 - Uniform (PSF)0 to 3'14' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 7 1/2"N/A 90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 3'7'10.0 40.0 -Floor - Deck
4 - Uniform (PSF)6" to 3'20'20.0 -35.0 Snow - Main
5 - Uniform (PSF)3' to 5' 7 1/2"12' 6"15.0 40.0 -Floor - Main Level
6 - Uniform (PSF)3' to 5'19'20.0 -35.0 Snow - Main
7 - Point (lb)6"N/A 1574 -2678
Linked from: Dining
Patio Door, Support
2
8 - Point (lb)5'N/A 588 -1076 Linked from: Great
Window, Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 8/17/21.
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 #3 Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 12 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4475 @ 1 1/2"7613 (3.00")Passed (59%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)3784 @ 1' 1/2"7902 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)6262 @ 1' 9"11985 Passed (52%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.055 @ 2' 7 7/16"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.096 @ 2' 7 1/2"0.262 Passed (L/655)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.76"1922 1375 2029 5326 None
2 - Trimmer - SPF 3.00"3.00"1.74"1886 1375 1985 5246 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"12' 6"15.0 40.0 -Floor - Main Level
2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level
3 - Point (lb)1' 9"N/A 1637 -2938 Linked from: Great
Window, Support 3
4 - Point (lb)5' 6"N/A 588 -1076 Linked from: Great
Window, Support 4
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 8/17/21.
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 #2 Window
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 13 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1813 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)759 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1397 @ 1' 6 1/2"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 6 1/2"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 Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None
2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 1" o/c
Bottom Edge (Lu)3' 1" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 1"21' 3"15.0 40.0 Floor - Main Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Mech Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 14 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3035 @ 1 1/2"7613 (3.00")Passed (40%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2165 @ 1' 1/2"6872 Passed (31%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)5139 @ 3' 7 9/16"10422 Passed (49%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.102 @ 3' 7 13/16"0.177 Passed (L/832)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.142 @ 3' 7 13/16"0.354 Passed (L/597)--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 Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"855 2179 3034 None
2 - Trimmer - SPF 3.00"3.00"1.50"802 2037 2839 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 4" o/c
Bottom Edge (Lu)7' 4" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 7' 4"N/A 10.4 --
1 - Uniform (PSF)0 to 5' 6" (Front)15'15.0 40.0 Floor - Main Level
2 - Uniform (PSF)5' 6" to 7' 4" (Front)12' 6"15.0 40.0 Floor - Main Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by plan dated 8/17/21.
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Flush Stairs (H)
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 15 / 16
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1167 @ 0 1913 (1.50")Passed (61%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)489 @ 10 3/4"2498 Passed (20%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)900 @ 1' 6 1/2"3431 Passed (26%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.004 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.006 @ 1' 6 1/2"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 Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"329 838 1167 None
2 - Trimmer - SPF 1.50"1.50"1.50"329 838 1167 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 1" o/c
Bottom Edge (Lu)3' 1" o/c
Dead Floor Live
Vertical Loads Location Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 1"18' 9"11.0 29.0 Floor - Main Level
@ 45 degrees
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 8/17/21.
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, Storage Door
2 piece(s) 2 x 10 SPF No.1/No.2
ForteWEB Software Operator Job Notes 9/17/2021 9:10:59 PM UTCJeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: 17774 Eclipse Ave, Lakeville, MN
Topaz - Whitney
17774 Eclipse Ave, Lakeville, MN
9/17/21; #25062
Page 16 / 16
11/09/21XKP