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Home My WebLink AboutLA186795 17864 Eclipse Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ 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 11/19/2020 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 FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.SMARTSIDE BOARD & BATTEN CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM TYP.6" BUMP-OUT GABLE END W/ SMARTSIDE BOARD & BATTEN ADDRESS STONE (3) 6"x6"x30" CORBELS SMARTSIDELAP SIDING3538" SMARTSIDEFRIEZE BD.6' - 0"3' - 7 7/8"3' - 6"6" BUMP-OUT GABLE END W/ SMARTSIDE BOARD & BATTENSEE COLUMN DETAIL SHEET A-404(3) PHOTO CELLLIGHTS @ FRONT8" / 12"8" / 12"8" / 12"5" / 12"5" / 12"8" 12"10" 12"10" 12"24" RETURNTYP.8" 12"5" 12"10" / 12"10" / 12"10" / 12"5" / 12"8" / 12"MAIN FLOOR1' -8 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @SIDES & REAR OWNER'S SUITE PLATE21' -7 1/4"OWNER'S SUITE FLOOR13' -6 1/8"GREAT RM. PLATE11' -9 3/8"10' - 1 1/8"8' - 1 1/8"6" SMARTSIDE TRIM @ WINDOWS & DOORS ON ALL SIDES TYP. 8" 12"8" / 12"5" 12"10" 12"24" RETURNTYP.5" / 12"10" / 12"10" / 12"10" / 12"8" 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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:11/19/2020 11:44:49 AMTHE LEE RESIDENCEL8, B7 -PHEASANT RUN 5TH ADDITION17864 ECLIPS AVENUELAKEVILLE, MN 55044A-201OTT17310.28.20 TP16111464118011.19.20 CB9.24.20 TP8'-1 1/8"9'-1 1/8"8'-4" POURTHE BROOKE42551/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/DETAILSSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode12/09/2020dmathews 19' - 10"1' - 10"2' - 0"3' - 10 1/2"16' - 3" M.O.3' - 10 1/2"0' - 7 1/2"8' - 3" M.O.1' - 7 1/2"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION12' - 7 1/4"3' - 10 3/4"3' - 10 3/4"17' - 9 1/4"7' - 2 5/32"8' - 2 27/32"3' - 11":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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL 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.12' - 0"38' - 2"5' - 10"2' - 0"7' - 10"50' - 2"19' - 4"24' - 0"10' - 6"34' - 6"22' - 6"4' - 0"54' - 0"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATIONSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE6' - 0"5' - 10"2' - 2"58' - 0"9' - 0"10' - 6"4' - 0"3' - 11 1/4"15' - 10 3/4"18' - 4"12' - 0"29' - 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.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.1' - 0"7' - 9 1/4"15' - 10 3/4"58' - 0"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY57' - 0"30' - 4"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 3 1/4"18' - 0 3/4"57' - 0"24' - 6"29' - 6"4' - 0"49' - 0"4' - 0"14' - 0"16' - 0"19' - 0":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.: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.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODELEAVE A 12" GAPIN FOOTINGFOR PLUMBINGTHE 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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:11/19/2020 11:44:49 AMTHE LEE RESIDENCEL8, B7 -PHEASANT RUN 5TH ADDITION17864 ECLIPS AVENUELAKEVILLE, MN 55044A-401OTT17310.28.20 TP16111464118011.19.20 CB9.24.20 TP8'-1 1/8"9'-1 1/8"8'-4" POURTHE BROOKE42551/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDUNEXCAVATEDSET ON 3X SILL3-2x100' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB2x62/4 x 6/822/8 x 6/875/0 x 6/81316" SH.2/8 x 6/874' VANITY9' - 0"5' - 10"4' - 6"MECHANICALBATHDANCE STUDIOFAMILY ROOMGAME ROOMFURNACEW. H.F. D.SUMPAIR EX.3' - 4"4' - 4"7' - 4"4' - 0"(5)0' - 4"16' - 6"21' - 8"2' - 0"5' - 10"38' - 2"12' - 0"7' - 10"50' - 2"19' - 4"CANT. JOIST2' - 0"1' - 10"19' - 10"58' - 0"9' - 0"10' - 6"24' - 0"10' - 6"5' - 3"8' - 9"8' - 0"8' - 0"11' - 6"7' - 6"14' - 0"16' - 0"19' - 0"1121192x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2-9 1/2" LSL2 TRIMMERS EA. SIDE 2-2x10 DROPPED3-2x62-2x104-2x6B.W.P.2' - 8"5' - 9"6' - 3"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING3-2x10B.W.P.4' - 0"B.W.P.5' - 0"5' - 9"6' - 3"17' - 0"12' - 10"3' - 8"3' - 8"18' - 0"2-2x10CO DET.SMOKEDET.SMOKEDET.2' - 2"2-2x102-2x106' - 0"4' - 0"54' - 0"3' - 10 1/2"16' - 3" M.O.3' - 10 1/2"0' - 7 1/2"8' - 3" M.O.1' - 7 1/2"1' - 0"12' - 0"18' - 4"29' - 8"58' - 0"4-2x63-2x6 48" F.G. SHWR18" CANT. ABOVE STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE29' - 6"24' - 6"3' - 5 1/2"2' - 0"7' - 1 3/4"4' - 0"49' - 0"4' - 0"2/4 x 6/8TRACK DR.42/4 x 6/8TRACK DR.418" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2/4 x 6/8TRACK DR.42/4 x 6/8TRACK DR.457' - 0"57' - 0"34' - 6"18' - 6"4' - 0"DROP TRUSS TOPCHORD ABOVE 5"FOR DROPPED ENTRYADD BLOCKING FOR BARN DR.FRAMING HEIGHT @ 80" A.F.F. W/ 2x6 HEADERADD BLOCKING FOR BARN DR.FRAMING HEIGHT @ 80" A.F.F. W/ 2x6 HEADER30' - 4"123/0 x 6/8FULL VIEW12B.W.P.3' - 9"2-9 1/2" LSL2 TRIMMERS 2-2x10THE 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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:11/19/2020 11:44:50 AMTHE LEE RESIDENCEL8, B7 -PHEASANT RUN 5TH ADDITION17864 ECLIPS AVENUELAKEVILLE, MN 55044A-402OTT17310.28.20 TP16111464118011.19.20 CB9.24.20 TP8'-1 1/8"9'-1 1/8"8'-4" POURTHE BROOKE42551/4" = 1'-0"A-4021LOWER FLOOR PLANCS-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 NOTESFAN DN 3RUP 17RDN 16RDN 3R12' - 0"38' - 0"6' - 0"2' - 0"4' - 0"49' - 0"4' - 0"FARM SINKDWPORCH4' - 0"18' - 6"34' - 6"1' - 9"8' - 0"0' - 9"4' - 0"16' - 0"4' - 0"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE8' x 8' O.H.GARAGEDOOR158' - 0"50' - 0"19' - 0"16' - 0"14' - 0"GARAGEDBLOVEN@ 7' -10" H.H.ABOVE LANDINGGAS F.P.3' - 0"27' - 0"EQEQKNEE WALL W/14" PAINTEDSPINDLES 18' - 0"3' - 8"3' - 8"12' - 8"MANTEL HGT.PAINTED BUILT-INW/ DOORSSEE COLUMN DETAIL SHEET A-4042' - 0"2' - 0"17' - 0"3' - 0"2/8 x 6/8FIRE RATED9LOCKERS.3/0 x 6/8ARCH114' - 11"4' - 0"4' - 0"9' - 0"3' - 6"CLOSETPOWDERMUDROOM2/4 x 6/826/0 x 6/8SLIDER1442" PANTRY36" REF36" GASCOOKTOPW/ HOOD42" TALL WALLW/ WOOD CAPDINING2' - 0"STONE TO CEILING3/0 x 6/8102' - 0"9" HEAT DUCT7' - 10"0' - 10"5' - 10"4' - 6"GREAT ROOM5' - 6"5' - 6"7' - 0"4' - 11"6' - 3"PED. SINKGIRDER TRUSSMFG. ROOF TRUSSES@ 24" O.C.WHITE PAINTED CABINETS & TILE BACKSPLASHKITCHENGIRDER TRUSS5' - 9"3' - 9"4' - 6"2' - 10"5' - 0"11' - 2"OFFICEFOYER2/6 x 6/85R & SH.4' - 0"9' - 3"5' - 9"19' - 0"2' - 0"3' - 6"2' - 0"19' - 6"4' - 0"54' - 0"9' - 7"8' - 5"8' - 0"8' - 0"9' - 6"9' - 6"0' - 8" TYP.3' - 6"11' - 0"7' - 2"16' - 4"851314141423310B.W.P.5' - 0"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"B.W.P.3' - 6"5' - 9"6' - 3"B.W.P.3' - 6"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.3' - 0"4' - 0" B.W.P.B.W.P.2' - 6"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"3-2x63-2x63-18" LVL FLUSH3-2x102-2x123-9 1/2" LSL2-2x103-9 1/2" LSL2-TRIMMERS5'-0" COUNTER HGT.BUFFET W/ TILE BACKSPLASH2' - 0"PFH BRACED WALL PANEL 3-16" LVL FLUSHRECYCLE B.W.P.5' - 0"SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.24' - 0"10' - 6"8' - 0"10' - 6"1' - 0"7' - 0"1' - 0"13' - 6"1' - 0"1' - 0"6' - 0"1' - 0"WALL ABOVE BEARING ON FLOOR TRUSSESB.W.P.4' - 0"4-TRIMMERSFRIDGE RECESS 39"x73"MANTEL HGT.PAINTED BUILT-INW/ DOORSPFH BRACED WALL PANEL MONO GIRDER2-2x102-9 1/2" LVL2-9 1/2" LSL2-TRIMMERSEA. SIDE2-2x10 12" RAISED HEARTH12"x12" GYP.BD. SOFFIT2/4 x 6/82R & SH @ 68"R & SH @ 42" & 84"MICROCABINET 9"x4' ISLANDW/ 6" LEGS12" FLUSH S.B.16' x 8' O.H.GARAGEDOOR1658' - 0"2-TRIMMERSEA. SIDE2-2x102-2x102/8 x 6/8BARN DR.82' - 0"6' - 0"2' - 0"0' - 6" TYP.24' - 6"29' - 6"5' - 9"6' - 3"58' - 0"STEP IN FLOOR ABOVEL.T.10'-1 1/8" CEILING9'-1 1/8" CEILING82-2x102-2x102-2x10HU4102-11 7/8" LSL5x5 PSL2-2x105x5 PSL2-2x102-2x104-2x64-2x63-2x68' -0" H.H.8' -0" H.H.6' -10" H.H.9" HEAT DUCT5' - 3"5' - 6"9' - 3"2-2x10VAULT LINE 2.5:122.5:122/8 x 6/8BARN DR.8ADD BLOCKING FOR BARN DR.FRAMING HEIGHT @ 80" A.F.F. W/ 2x6 HEADERPULLOUTS U.C. LIGHTU.C. LIGHTU.C. LIGHTU.C. LIGHTU.C. LIGHT(3) 10"x8"POPLAR BEAMS 4' - 3"12' - 3"STAINED WOODTOP ON 36" FRAMED WALLW/ (1) SHELF 5' - 3"57' - 0"57' - 0"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING32" FLOOR TRUSSESPER MFG. SPACING12' - 0"17' - 6"DROP TRUSS TOPCHORD BELOW 5"FOR DROPPED ENTRY2 TRIMMERS 2-TRIMMERS4-2x65' - 0"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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:11/19/2020 11:44:50 AMTHE LEE RESIDENCEL8, B7 -PHEASANT RUN 5TH ADDITION17864 ECLIPS AVENUELAKEVILLE, MN 55044A-403OTT17310.28.20 TP16111464118011.19.20 CB9.24.20 TP8'-1 1/8"9'-1 1/8"8'-4" POURTHE BROOKE4255CS-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 NOTESTemper if glasswithin 36" of floor.FAN DN 17RDN 2RCO DET.SMOKEDET.SMOKEDET.SMOKEDET.EN SUITEOWNER'SSUITEBEDROOM #3HALLBEDROOM #412' - 8"3' - 8"3' - 8"18' - 0"1' - 0"15' - 0"18' - 0"16' - 4"21' - 8"30' - 8"5' - 10"4' - 6"BEDROOM #22/8 x 6/87ATTICACCESS2/4 x 6/8210' - 3"3' - 9"6' - 4"6' - 5 1/4"7' - 2 3/4"15' - 0"5' - 0"9' - 4"3' - 8"7' - 3"16' - 4 1/2"17' - 10 1/2"7' - 6"449' - 0"10' - 0"9' - 0"4' - 0"9' - 3"5' - 9"3' - 0"19' - 0"2-9 1/2" LSLB.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 9"B.W.P.6' - 0"B.W.P.3' - 4"B.W.P.4' - 0"B.W.P.4' - 0"4' - 0"34' - 0"2/6 x 6/85TYP.2' - 0"3'-6" VANITY2/6 x 6/852/8 x 6/87CLOSET2/4 x 6/82R & SH @ 68"5-SHELVESCLOSETLAUNDRYBATH2/4 x 6/8216" SH.9" SH.(5)2/4 x 6/825'-9" VANITY -TALLLINEN0' - 6" TYP.5' TUB/SHWR2x6CLOSETBATH6' - 0"7' - 0"3' - 11 1/2"5' - 4 1/2"2' - 3"6' - 1"10' - 4"8' - 11 1/4"3' - 0"5' - 11"3' - 11 3/4"6' - 2"6' - 0"8' - 0"22' - 0"19' - 0"6' - 0"4' - 0"2' - 8"MFG. ROOF TRUSSES@ 24" O.C.886688612249' - 0"38' - 0"38' - 0"STORAGE2-2x102-2x10 2-2x6 EA. SIDE 2-2x10 GIRDER TRUSS2/6 x 6/852/4 x 6/8PKT32/4 x 6/8 PKT35' TUB/SHWR2/4 x 6/82R & SH @ 68"13' - 0"6' - 0"R & SH @ 68"2/4 x 6/82WASHERDRYERCLOSET2-2x103-2x62-2x104-2x62x6 KNEE WALL W/14" PAINTEDSPINDLES DBL: FRAMEFOR PLUMBINGWALL18" TOWER5' x 3' TUB W/ 6" TILEDECK48" LINENTILESHOWER2/4 x 6/8PKT3R & SH.WASHER &DRYER ONPLATFORMMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.SMOKEDET.SMOKEDET.9'-0" VANITY72/4 SHWRDR.1GLASSWALL2/6 x 6/8PKT6SHOWER HEADW/ WANDL.T.2/6 x 6/85HEADCURB2x63-2x6THE 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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:11/19/2020 11:44:51 AMTHE LEE RESIDENCEL8, B7 -PHEASANT RUN 5TH ADDITION17864 ECLIPS AVENUELAKEVILLE, MN 55044A-404OTT17310.28.20 TP16111464118011.19.20 CB9.24.20 TP8'-1 1/8"9'-1 1/8"8'-4" POURTHE BROOKE42551/4" = 1'-0"A-4041UPPER FLOOR PLANCS-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 NOTESFANFANFANFANTemper if glass within60" of tub floor.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Provide braced wall panels onfront elevation wall.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. STANDARD ENERGY HEELS @ 8:12, 5:12 W/10:12 TO MATCH 18" OVERHANGS & 12" RAKES TYP. STANDARD ENERGY HEELS @ 5:12 W/ 10:12 TO MATCH RAISED HEEL5" / 12"5" / 12"10" / 12"10" / 12"5" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"10" / 12"10" / 12"5" / 12"10" / 12"10" / 12"9 ROOF VENTS REQUIRED3 ROOF VENTS REQ'DTHIS AREAFASTEN 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 PORTALWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.7/16" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 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 INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2x6 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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:11/19/2020 11:44:51 AMTHE LEE RESIDENCEL8, B7 -PHEASANT RUN 5TH ADDITION17864 ECLIPS AVENUELAKEVILLE, MN 55044A-501OTT17310.28.20 TP16111464118011.19.20 CB9.24.20 TP8'-1 1/8"9'-1 1/8"8'-4" POURTHE BROOKE42551/8" = 1'-0"A-5011ROOF PLAN3/8" = 1'-0"A-5012METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL CONCRETE 129 SF 8' - 2" FINISH PER CODELOWER FLOOR BATH VINYL 48 SF 8' - 2" .LOWER FLOOR DANCE STUDIO CARPET 255 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 604 SF 8' - 2" .LOWER FLOOR GAME ROOM CARPET 173 SF 8' - 2" .LOWER FLOOR STAIRWAY 68 SF 8' - 2"MAIN FLOOR PORCH CONCRETE 164 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 756 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR CLOSET VINYL 43 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM VINYL 79 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 178 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM CARPET 302 SF 10' - 1 1/8" 10'-1 1/8" PLATE HEIGHTMAIN FLOOR KITCHEN WOOD 349 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 121 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 149 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY 72 SF 9' - 1 1/8"UPPER FLOOR EN SUITE TILE 114 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 246 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR BEDROOM #3 CARPET 139 SF 8' - 1 1/8" .UPPER FLOOR HALL 142 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 168 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 175 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 58 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 53 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 48 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 29 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 93 SF 8' - 1 1/8" .UPPER FLOOR STORAGE CARPET 20 SF 8' - 1 1/8" .UPPER FLOOR CLOSET 21 SF 8' - 1 1/8"WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 4 2424 AWN FIXED 2' - 0" 2' - 0"4 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2442 SH 2' - 0" 3' - 6"6 WINDSOR NEXT DIMENSION 3 3030 AWN FIXED 2' - 6" 2' - 6"6' - 10"7 WINDSOR NEXT DIMENSION 1 3624 AWN 3' - 0" 2' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 6 3660 SH 3' - 0" 5' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0"1' - 8 1/4"10 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 13' - 6"11 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"12 WINDSOR NEXT DIMENSION 3 6048 SL 5' - 0" 4' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 93 2/4 x 6/8 PKT 34 2/4 x 6/8 TRACK DR. 45 2/6 x 6/8 56 2/6 x 6/8 PKT 17 2/8 x 6/8 48 2/8 x 6/8 BARN DR. 29 2/8 x 6/8 FIRE RATED 110 3/0 x 6/8 111 3/0 x 6/8 ARCH 112 3/0 x 6/8 FULL VIEW 113 5/0 x 6/8 114 6/0 x 6/8 SLIDER 115 8' x 8' O.H. GARAGE DOOR 116 16' x 8' O.H. GARAGE DOOR 13/8" = 1'-0"A-5013TYP. POURED WALL SECTION1/2" = 1'-0"A-5014TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5015TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5016TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5017TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5018TYP. COLUMN1/2" = 1'-0"A-5019GARAGE CEILING1/2" = 1'-0"A-50110BEARING 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: Upper Level Member Name Results Current Solution Comments Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #4 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 WIC Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Main Level Member Name Results Current Solution Comments Dining Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Window Rear Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Office Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Entry Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Front Porch (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Drop Front Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 8' Garage Door Opening Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 16' Garage Door Opening Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Stairs/Great Room (H)Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Flush Garage (V)Passed 3 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL Mudroom Entry Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Family Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Game Window Rear Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Game Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dance Studio Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Hallway Opening Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17864 Eclipse Ave, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0 File Name: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 1 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1866 @ 5' 4 1/2"3825 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1129 @ 4' 5 3/4"2872 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2206 @ 2' 9 3/4"3946 Passed (56%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.025 @ 2' 9 3/16"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.040 @ 2' 9 3/16"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"638 1082 1720 None 2 - Trimmer - SPF 3.00"3.00"1.50"691 1175 1866 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 6"11'20.0 35.0 Snow - Main 2 - Uniform (PSF)3' 6" to 5' 6"13'20.0 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 10/28/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 2 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1173 @ 0 1913 (1.50")Passed (61%)--1.0 D + 1.0 S (All Spans) Shear (lbs)526 @ 10 3/4"2872 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)953 @ 1' 7 1/2"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.007 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"434 739 1173 None 2 - Trimmer - SPF 1.50"1.50"1.50"434 739 1173 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 3"13'20.0 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 10/28/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 3 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4953 @ 1 1/2"7613 (3.00")Passed (65%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3739 @ 1' 1/2"7902 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9915 @ 4' 3"11985 Passed (83%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.226 @ 4' 3"0.275 Passed (L/439)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.358 @ 4' 3"0.412 Passed (L/277)--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"1.95"1829 3124 4953 None 2 - Trimmer - SPF 3.00"3.00"1.95"1829 3124 4953 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 4" 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"21'20.0 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 10/28/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 4 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4812 @ 3' 3 3/4"5738 (4.50")Passed (84%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1292 @ 4' 3 1/4"2872 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-1594 @ 3' 3 3/4"3946 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 6 7/16"0.110 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.006 @ 1' 6 3/16"0.166 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"530 989 1519 None 2 - Trimmer - SPF 4.50"4.50"3.77"1768 3043 4811 None 3 - Trimmer - SPF 1.50"1.50"1.50"530 989 1519 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)6' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 7 1/2"21'20.0 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 10/28/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 5 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1598 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 S (All Spans) Shear (lbs)557 @ 10 3/4"2872 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1098 @ 1' 4 1/2"3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 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"587 1011 1598 None 2 - Trimmer - SPF 1.50"1.50"1.50"587 1011 1598 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 9" o/c Bottom Edge (Lu)2' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 9"21'20.0 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 10/28/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 WIC Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 6 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)961 @ 2' 9 3/4"5738 (4.50")Passed (17%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)220 @ 1' 10 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-281 @ 6' 3"3946 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.000 @ 7' 11 7/16"0.115 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.001 @ 1' 2 3/16"0.141 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"176 123 299 None 2 - Trimmer - SPF 4.50"4.50"1.50"581 380 961 None 3 - Trimmer - SPF 6.00"6.00"1.50"574 384 958 None 4 - Trimmer - SPF 4.50"4.50"1.50"581 380 961 None 5 - Trimmer - SPF 1.50"1.50"1.50"176 123 299 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 6" o/c Bottom Edge (Lu)12' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 12' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PLF)0 to 12' 6"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 10/28/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 7 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable 2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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 Window Rear 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 8 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5390 @ 12' 1"5709 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1734 @ 2' 10"11854 Passed (15%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)2148 @ 1' 8 1/2"17977 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.010 @ 1' 10 7/8"0.132 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.018 @ 1' 10 11/16"0.198 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1083 643/-81 1265 2991/- 81 None 2 - Trimmer - SPF 8.00"8.00"2.36"3931 1747 4995 10673 None 3 - Trimmer - SPF 8.00"8.00"1.50"875 1747 -275 2622/- 275 None 4 - Trimmer - SPF 1.50"1.50"1.50"2217 643/-81 3173 6033/- 81 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 1" o/c Bottom Edge (Lu)12' 1" 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 12' 1"N/A 15.6 ---- 1 - Uniform (PSF)0 to 12' 1"9'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 12' 1"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 4'21'20.0 -35.0 Snow - Main 4 - Point (lb)4'N/A 1829 -3124 Linked from: Owner's Suite Window, Support 1 5 - Point (lb)12' 1"N/A 1829 -3124 Linked from: Owner's Suite Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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 Rear 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 9 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6254 @ 3' 6"7650 (6.00")Passed (82%)--1.0 D + 1.0 S (All Spans) Shear (lbs)519 @ 4' 6 1/4"2498 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-679 @ 3' 6"3431 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 1' 8 13/16"0.112 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.003 @ 1' 8 1/4"0.169 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.57"860 384/-51 1146 2390/- 51 None 2 - Trimmer - SPF 6.00"6.00"4.91"2768 1013 3486 7267 None 3 - Trimmer - SPF 3.00"3.00"1.57"860 384/-51 1146 2390/- 51 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' o/c Bottom Edge (Lu)7' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7'N/A 7.0 ---- 1 - Uniform (PSF)0 to 7'6'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 7'N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7'3'20.0 -35.0 Snow - Porch 4 - Point (lb)0 N/A 530 -989 Linked from: Bedroom #3 Window, Support 1 5 - Point (lb)3' 6"N/A 1768 -3043 Linked from: Bedroom #3 Window, Support 2 6 - Point (lb)7'N/A 530 -989 Linked from: Bedroom #3 Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 10 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2826 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)768 @ 1' 1/4"4308 Passed (18%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1153 @ 1' 10"5147 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 1' 10"0.114 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.007 @ 1' 10"0.171 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1240 733 1381 3354 None 2 - Trimmer - SPF 3.00"3.00"1.50"1240 733 1381 3354 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 8" o/c Bottom Edge (Lu)3' 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 3' 8"N/A 10.6 ---- 1 - Uniform (PSF)0 to 3' 8"10'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 8"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 8"1'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 5"21'20.0 -35.0 Snow - Main 5 - Uniform (PSF)3' 3" to 3' 8"21'20.0 -35.0 Snow - Main 6 - Point (lb)5"N/A 587 -1011 Linked from: Bedroom #3 WIC Window, Support 1 7 - Point (lb)3' 3"N/A 587 -1011 Linked from: Bedroom #3 WIC Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 11 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1975 @ 3 1/2"3938 (1.50")Passed (50%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1750 @ 1' 1"7265 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6851 @ 7' 2 3/4"13541 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.306 @ 7' 2 3/4"0.463 Passed (L/543)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.498 @ 7' 2 3/4"0.694 Passed (L/334)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹1.50"790 1265 2055 See note ¹ 2 - Column - SPF 5.50"5.50"1.50"798 1272 2070 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 3" o/c Bottom Edge (Lu)14' 3" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS410 2.00"N/A 8-16d 6-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)3 1/2" to 14' 6"N/A 9.7 -- 1 - Uniform (PSF)0 to 14' 6" (Front)5'20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 12 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2829 @ 4"13956 (5.50")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2404 @ 1' 3"7902 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4069 @ 2' 3 15/16"11985 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.070 @ 3' 9 9/16"0.244 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 3' 9 9/16"0.367 Passed (L/772)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •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 - Column - SPF 5.50"5.50"1.50"1088 1741 2829 None 2 - Stud wall - SPF 5.50"5.50"1.50"625 994 1619 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 -- 1 - Uniform (PSF)0 to 2' (Front)6'20.0 35.0 Snow - Porch 2 - Uniform (PSF)2' to 8' (Front)5'20.0 35.0 Snow - Porch 3 - Point (lb)2' (Front)N/A 790 1265 Linked from: Drop Beam over Front Porch (H), Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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 (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 13 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1241 @ 1 1/2"3825 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)904 @ 1' 2 1/4"3493 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2561 @ 4' 4 1/2"5306 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.041 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.067 @ 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"475 766 1241 None 2 - Trimmer - SPF 3.00"3.00"1.50"475 766 1241 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"5'20.0 35.0 Snow - Garage 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 10/28/2020. 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 Opening 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 14 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (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"3'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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 Opening 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 15 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8250 @ 3"17128 (4.50")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)6611 @ 1' 8 1/2"15960 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)32154 @ 8' 7/8"46671 Passed (69%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.321 @ 8' 2 1/4"0.400 Passed (L/598)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.453 @ 8' 2 1/4"0.800 Passed (L/424)--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 4.50"4.50"2.17"2397 5853 8250 None 2 - Trimmer - SPF 4.50"4.50"1.79"2005 4807 6812 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' o/c Bottom Edge (Lu)16' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16' 6"N/A 24.5 -- 1 - Uniform (PSF)0 to 3' 6" (Front)17'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)3' 6" to 11' 6" (Front)19'15.0 40.0 Floor - Upper Level 3 - Uniform (PSF)11' 6" to 16' 6" (Front)9'15.0 40.0 Floor - Upper Level 4 - Point (lb)11' 6" (Front)N/A 150 400 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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, Flush Stairs/Great Room (H) 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 16 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11188 @ 4 1/2"11188 (2.84")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)12359 @ 15' 3/4"20648 Passed (60%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)54065 @ 10' 1/2"66849 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.314 @ 8' 9 15/16"0.408 Passed (L/623)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.572 @ 8' 9 7/16"0.816 Passed (L/342)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 18" SYP beam 4.50"Hanger¹2.84"5424 341 6187 11952 See note ¹ 2 - Beam - LSL 5.25"5.25"3.63"6122 339 7415 13876 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)16' 8" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)4 1/2" to 17'N/A 27.6 ---- 1 - Uniform (PSF)0 to 17' (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 17' (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 17' (Front)N/A 100.0 --Wall - Gable 4 - Uniform (PSF)0 to 17' (Front)4'20.0 -35.0 Snow - Garage 5 - Uniform (PSF)0 to 12' 6" (Front)13'20.0 -35.0 Snow - Main 6 - Uniform (PSF)12' 6" to 17' (Front)3'20.0 -35.0 Snow - Main 7 - Point (lb)12' 6" (Front)N/A 2893 -5062 Girder Truss All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Garage (V) 3 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 17 / 24 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 10/28/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 18 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4969 @ 0 5709 (1.50")Passed (87%)--1.0 D + 1.0 S (All Spans) Shear (lbs)9073 @ 2' 2"11854 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8926 @ 2' 3"17977 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.024 @ 2' 3"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.044 @ 2' 3"0.154 Passed (L/842)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"2365 702 2604 5671 None 2 - Trimmer - SPF 6.00"6.00"2.88"5220 1474 5756 12450 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5 1/2"N/A 15.6 ---- 1 - Uniform (PSF)0 to 2' 3"1'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)0 to 2' 3"9'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)2' 3" to 3' 5 1/2"21' 3"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper Level 5 - Uniform (PSF)0 to 2' 3"11'20.0 -35.0 Snow - Main 6 - Point (lb)2' 3"N/A 6122 339 7415 Linked from: Flush Beam over Garage (V), 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 10/28/2020. 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, Mudroom Entry Door 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 19 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3617 @ 0 3806 (1.50")Passed (95%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1986 @ 11"7902 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)2688 @ 1' 6 7/16"10422 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.017 @ 1' 8 3/16"0.114 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.029 @ 1' 8 3/16"0.171 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1522 1708 1085 4315 None 2 - Trimmer - SPF 1.50"1.50"1.50"1151 1708 446 3305 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 10.4 ---- 1 - Uniform (PSF)0 to 3' 5"9'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 3' 5"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 3' 5"7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)0 to 3' 5"9'15.0 40.0 -Floor - Upper Level 5 - Uniform (PLF)0 to 3' 5"N/A 80.0 --Wall - Upper Level 6 - Uniform (PSF)0 to 1' 2"11'20.0 -35.0 Snow - Main 7 - Point (lb)1' 2"N/A 638 -1082 Linked from: Bedroom #2 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 10/28/2020. 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 Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 20 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2619 @ 1 1/2"5738 (3.00")Passed (46%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1390 @ 1' 1/4"3746 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3663 @ 4' 3"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.060 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.108 @ 4' 3"0.412 Passed (L/917)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1520 1020 446 2986 None 2 - Trimmer - SPF 3.00"3.00"1.50"1520 1020 446 2986 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 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 10.6 ---- 1 - Uniform (PSF)0 to 8' 6"6'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)0 N/A 710 -446 Linked from: Dining Room Window Rear, Support 1 4 - Point (lb)8' 6"N/A 710 -446 Linked from: Dining Room 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 10/28/2020. 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, Game Window Rear 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 21 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2648 @ 0 2869 (1.50")Passed (92%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1715 @ 10 3/4"3746 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3365 @ 2' 6 1/2"5147 Passed (65%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.027 @ 2' 6 1/2"0.169 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.038 @ 2' 6 1/2"0.254 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"742 1906 2648 None 2 - Trimmer - SPF 1.50"1.50"1.50"742 1906 2648 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 1" o/c Bottom Edge (Lu)5' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 1"N/A 10.6 -- 1 - Uniform (PSF)0 to 5' 1"18' 9"15.0 40.0 Floor - 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 10/28/2020. 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, Game Door 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 22 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3073 @ 5' 4 1/2"7613 (3.00")Passed (40%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2453 @ 4' 5 1/2"6872 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5443 @ 3'10422 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.054 @ 3'0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.085 @ 3'0.262 Passed (L/742)--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"1.50"1043 1780 -124 2823/- 124 None 2 - Trimmer - SPF 3.00"3.00"1.50"1126 1947 -151 3073/- 151 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"9'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)3'N/A 875 1747 -275 Linked from: Great Room Window Rear, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/28/2020. 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, Dance Studio Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 23 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3174 @ 1 1/2"3825 (3.00")Passed (83%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1833 @ 1' 1/4"2498 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3449 @ 2' 5"3431 Passed (100%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.034 @ 2' 5"0.153 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.047 @ 2' 5"0.229 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 3.00"3.00"2.49"878 2296 3174 None 2 - Trimmer - SPF 3.00"3.00"2.49"878 2296 3174 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6" o/c Bottom Edge (Lu)4' 10" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 10"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 10"23' 9"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 10/28/2020. 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, Hallway Opening 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 11/17/2020 7:20:27 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: 17864 Eclipse Ave, Lakeville, MN Topaz - The Brooke 17864 Eclipse Ave, Lakeville, MN 11/17/2020; #24477 Page 24 / 24 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) X11/24/2020 KP