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Home My WebLink AboutLA186948 - 7741 204th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 12/1/2020 DM RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 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 FLOOR1012.4'MAIN PLATE1021.5'MAIN PLATE1021.5'T.O. FOUNDATION1010.7'T.O. FOUNDATION1010.7'7' - 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.GARAGE PLATE HEIGHT10' - 9 3/8"0' - 8"ADDRESS STONE VINYL BOARD & BATTEN TYP.DORMER PLATE1028.8'77" / 12"3" / 12"8" 12"8" 12"T.O. GARAGE FOUNDATION1010.0'RETAINING WALL AS REQUIRED BY OTHERS 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:11/19/2020 5:20:15 PMTHE NEWGARD RESIDENCEL9, B1 - ASPEN GROVE 2ND ADD'N7741 204TH STREET WESTLAKEVILLE, MN 55044A-201OTT17910.30.20 TP1644128911.19.20 CB10.13.20 TP9'-1 1/8"9'-0" POUR2933THE 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 BldgCode12/16/2020dmathews 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"8" / 12"8" / 12"8" / 12"8" / 12"3" / 12"7" / 12"7" / 12"24" RETURNSTYP.7" 12"8" / 12"VINYL SIDING& CORNERS TYP.ALUMINUM SOFFIT& FASCIA TYP.7" / 12"24" RETURNS TYP. 8" / 12"3" 12"7" 12"8" / 12"RETAINING WALL AS REQUIRED BY OTHERS 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:11/19/2020 5:20:16 PMTHE NEWGARD RESIDENCEL9, B1 - ASPEN GROVE 2ND ADD'N7741 204TH STREET WESTLAKEVILLE, MN 55044A-202OTT17910.30.20 TP1644128911.19.20 CB10.13.20 TP9'-1 1/8"9'-0" POUR2933THE 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 CODE7'-0"(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"29' - 8"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.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE54' - 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.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 16" EXTERIOR LEDGE 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"TOP OF GARAGE FOUNDATION TO BE DROPPED 8" FROM THE TOP OF THE HOUSE FOUNDATIONRETAINING WALL AS REQUIRED BY OTHERS 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:11/19/2020 5:20:17 PMTHE NEWGARD RESIDENCEL9, B1 - ASPEN GROVE 2ND ADD'N7741 204TH STREET WESTLAKEVILLE, MN 55044A-401OTT17910.30.20 TP1644128911.19.20 CB10.13.20 TP9'-1 1/8"9'-0" POUR2933THE 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"CO DET.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 ROOM2/4 x 6/81R & SH26/0 x 6/8SLIDER724" CANT. ABOVE119' - 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"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.UNEXCAVATEDUNEXCAVATED54' - 0"2/6 x 6/832/6 x 6/83KNEE WALL W/14" SPINDLES 18" FLOOR TRUSSESPER MFG. SPACING0' - 4"2/8 x 6/845' TUB/SHWR4' VANITY2/4 x 6/81CLOSET #3CLOSET #25' - 2"2' - 0"23' - 2"2SMOKEDET.50' - 0"20' - 4"29' - 8"2/4 x 6/8115' - 4"4' - 0"0' - 4"10' - 10"19' - 6"2' LINENLINEN4/0 x 6/86HAND 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"2/8 x 6/84STORAGE11' - 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 TRIMMERS5' - 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 2/8 x 6/84TOP OF GARAGE FOUNDATION TO BE DROPPED 8" FROM THE TOP OF THE HOUSE FOUNDATIONRETAINING WALL AS REQUIRED BY OTHERS 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:11/19/2020 5:20:18 PMTHE NEWGARD RESIDENCEL9, B1 - ASPEN GROVE 2ND ADD'N7741 204TH STREET WESTLAKEVILLE, MN 55044A-402OTT17910.30.20 TP1644128911.19.20 CB10.13.20 TP9'-1 1/8"9'-0" POUR2933THE WHITNEYBWPsAboveFAN DN 3RDN 17RDN 4R30' - 6" (BRACED WALL LINE SPACING)19' - 6" (BRACED WALL LINE SPACING)10' - 6"20' - 0"3/0 x 6/8 W/12" D.S. SL'S &12"TRANSOM1136" 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"8' x 7' O.H.GARAGEDOOR8OWNER'SSUITEOWNER'SBATHPOWDER2' - 0"22' - 0"2' - 4 1/8"16' - 7 3/4"9' - 0"4' - 0 1/8"S.S. SINKSMOKEDET.ATTICACCESS88' VANITY1' - 0"8' - 0"10' - 6"FOYERPORCHGARAGEMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.KITCHEN5MUD RM.OFFICE2'-6" LINENOWNER'SCLOSET20' - 0"30' - 0"4' - 0"16' x 7' O.H.GARAGEDOOR1018' - 0"32' - 0"2/4 x 6/81R&SH4'-6" VANITY2/4 x 6/8162/4 x 6/8PKT2R&SHDBL R&SHSHAMPOO SHELF DRYER2/6 x 6/83PANTRY36" COOKTOP W/WOOD HOOD ABOVE 4' - 0"5' - 0"8' - 0"TRASH DRAWERS3 LIGHTS ABOVE 8/0 x 8/0SLIDER936" GAS F.P.64" T.V. OPG. ABOVEW/ OUTLET ABOVE F.P. 10' -1 1/8" PLATE HEIGHTW/ OPTIONAL WOOD CEILING TYP.0' - 4 1/2"2/8 x 6/843332/8 x 6/8FIRE RATED544TYP.1' - 0"2/4 x 6/8 PKT2BASESLOPE CEILING ABOVE STAIRS9'-0" H.H. 2' - 0"112' - 0"34' - 0"6' - 0"14' - 0"PANELEDPULL OUTS @BACK SIDE 50' - 0" (BRACED WALL LINE SPACING)50' - 0"EQEQ7' - 0"OUTLETOUTLET1' - 8"4' - 0"39" x 73"RECESS REFSINK2/4 x 6/81BENCH2/8 x 6/8FULL VIEW122/4 x 6/81R&SH3' - 0"10U.C. LIGHTU.C. LIGHT16" SH.2/4 x 6/812/8 x 6/84R&SHHAND FRAME FLOOR BELOW WASHERLAUNDRYCONTROL2x67' - 0"9' - 7"8' - 11"6' - 6"7' - 9"10' - 3"95' - 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' - 4 1/2"5' - 7 1/2"4' - 4"MFG. ROOF TRUSSES@ 24" O.C.9' - 2"2' - 10"4' - 8"5' - 4 1/2"5' - 1 1/2"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"11' - 1"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/MICROU.C. LIGHT3A-5012-2x122-11 7/8" LSL2-7 1/4" LSL CONT.2-9 1/2" LSL2-9 1/2" LSL2-2x10 CONT2-9 1/2" LSL2-2x102-9 1/2" LSL2-2x102-2x102-2x102-2x102-2x102-2x103' - 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"10' -1 1/8" PLATE HEIGHTLINEN3'x5' F.G. SHOWER W/TILE WALLS& BY-PASSDOORS1212NO TRIMAROUNDFIREPLACECABINET FROM CROWNW/ QUARTZ TOPADDITIONAL STEPS IN WALK TO DRIVEWAY,VERIFY ON SITE 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:11/19/2020 5:20:19 PMTHE NEWGARD RESIDENCEL9, B1 - ASPEN GROVE 2ND ADD'N7741 204TH STREET WESTLAKEVILLE, MN 55044A-403OTT17910.30.20 TP1644128911.19.20 CB10.13.20 TP9'-1 1/8"9'-0" POUR2933THE WHITNEY-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SmokeFANFANFAN 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 POSTWATER 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 EDGESPOLYURETHANE 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 FLOOR1012.4'MAIN PLATE1021.5'T.O. FOUNDATION1010.7'GREAT ROOM PLATE HEIGHT10' - 1 1/8"GREAT ROOM1' - 0"T.O. GARAGE FOUNDATION1010.0'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:11/19/2020 5:20:20 PMTHE NEWGARD RESIDENCEL9, B1 - ASPEN GROVE 2ND ADD'N7741 204TH STREET WESTLAKEVILLE, MN 55044A-501OTT17910.30.20 TP1644128911.19.20 CB10.13.20 TP9'-1 1/8"9'-0" POUR2933THE 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 6048 SL 2 5' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION P4260/A24 T 3 3' - 6" 7' - 0" 8' - 0"4 WINDSOR NEXT DIMENSION 2424 AWN 2 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2442 SH 1 2' - 0" 3' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 3660-2W SH 1 6' - 0" 5' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 2424-3 AWN FIXED 1 6' - 2" 2' - 0" 6' - 5 5/8"8 WINDSOR NEXT DIMENSION 6024 PIC 1 5' - 0" 2' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 4242 SL 1 3' - 6" 3' - 6" 8' - 0"10 WINDSOR NEXT DIMENSION 3612 AWN FIXED 1 3' - 0" 1' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 24-48-2466 SL 1 8' - 0" 5' - 6"8' - 0"12 WINDSOR NEXT DIMENSION 3618 PIC 2 3' - 0" 1' - 6" 6' - 10"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSLOWER FLOOR FAMILY ROOM CARPET 500 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" UNFINISHEDLOWER FLOOR BATH VINYL 59 SF 8' - 10" .LOWER FLOOR STORAGE VINYL 131 SF 8' - 10" FINISHEDMAIN FLOOR LAUNDRY60 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM CARPET 260 SF 10' - 1 1/8" BOX VAULTMAIN 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 59 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 117 SF 9' - 1 1/8"MAIN FLOOR OWNER'S BATH TILE 105 SF 9' - 1 1/8" .MAIN FLOOR GARAGE UNFINISHED 672 SF 10' - 9 3/8" UNFINISHEDMAIN FLOOR DINING WOOD 147 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 284 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 53 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 29 SF 9' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES COUNT COMMENTS1 2/4 x 6/882 2/4 x 6/8 PKT 23 2/6 x 6/834 2/8 x 6/855 2/8 x 6/8 FIRE RATED 16 4/0 x 6/817 6/0 x 6/8 SLIDER 18 8' x 7' O.H. GARAGE DOOR 19 8/0 x 8/0 SLIDER 110 16' x 7' O.H. GARAGE DOOR 111 3/0 x 6/8 W/ 12" D.S. SL'S & 12" TRANSOM 112 2/8 x 6/8 FULL VIEW 11/2" = 1'-0"A-5011TYP. COLUMN3/8" = 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 EDGESVERIFY 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 EDGES3/4" 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 PLANS1' - 4"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL 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:11/19/2020 5:20:20 PMTHE NEWGARD RESIDENCEL9, B1 - ASPEN GROVE 2ND ADD'N7741 204TH STREET WESTLAKEVILLE, MN 55044A-502OTT17910.30.20 TP1644128911.19.20 CB10.13.20 TP9'-1 1/8"9'-0" POUR2933THE 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 Spruce-Pine-Fir 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 Spruce-Pine-Fir 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 Drop Front Porch (H)Passed 2 piece(s) 1 3/4" x 7 1/4" 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 Spruce-Pine-Fir 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 Window 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 Spruce-Pine-Fir 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 Spruce-Pine-Fir No. 1 / No. 2 7741 204th St W, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 1 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 2 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 3 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 4 / 17 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 @ 1' 9 11/16"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 (Side)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 NH; plan dated 10/30/2020. 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 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 5 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 6 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 7 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3330 @ 10' 11 1/2"8181 (5.50")Passed (41%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1571 @ 10' 1 1/2"6031 Passed (26%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3229 @ 10' 11 1/2"7156 Passed (45%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.188 @ 5' 2 3/8"0.531 Passed (L/679)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.291 @ 5' 1 7/8"0.708 Passed (L/438)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"494 829 1323 Blocking 2 - Stud wall - SPF 5.50"5.50"2.24"1267 2063 3330 Blocking 3 - Stud wall - SPF 5.50"5.50"1.50"393 725 1118 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)20' o/c Bottom Edge (Lu)20' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 11 1/2"N/A 7.9 -- 1 - Uniform (PSF)0 to 19' 11 1/2" (Front)5'20.0 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 NH; plan dated 10/30/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 8 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 9 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 10 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 11 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 Middle 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 12 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 13 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 14 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 15 / 17 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 NH; plan dated 10/30/2020. 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 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 16 / 17 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 (Side)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 NH; plan dated 10/30/2020. 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 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 9:37:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.4.2, Data: V8.0.0.0 File Name: 7741 204th St W, Lakeville, MN Topaz - The Whitney 7741 204th St W, Lakeville, MN 11/17/2020; #24484 Page 17 / 17 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) X12/08/2020 KP