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Home My WebLink AboutLA178125 - 17331 Encina Path Permit PackRESIDENTIAL 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 FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"GARAGE PLATE9' -3 1/4"MAIN FLOOR PLATE HEIGHT8' - 1 1/8"LOWER FLOOR PLATE HEIGHT8' - 1 1/8"1286:12ALUMINUM SOFFIT& FASCIA TYP.4" VINYLCORNERS TYP.CULTURED STONEW/ CONCRETE CAPSEE COLUMNDETAIL SHEETA-501UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"6:12128FAUX LOUVERBUMPED OUT 6" W/ CORBELSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"VINYL SHAKES4" SMARTSIDE WINDOW TRIM, SIDES & BOTTOM6" WINDOW TRIM ON TOP W/ 2" EXTENSION FRONT TYP. 12" ARCH6" SMARTSIDE FRIEZE BOARD 6" SMARTSIDE STORY BOARD ARCHEDSMARTSIDE SOFFIT FRONT ELEVATION SQ FT.-SHAKES SQ FT. = 60.40-SIDING SQ FT. = 368.96-LOUVER SQ FT. = 10.40-STONE SQ FT . = 17.21GARAGE PLATE HEIGHT9' - 3 1/4"4:126:1212" ARCH1' - 0"0' - 3"VINYL LAPSIDING4" SMARTSIDE TRIM @ WINDOWS & DOORS @ FRONT TYP.6:123' - 6"ADDRESS STONE1/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:06 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-201OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"SHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOFA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 DETAILS/SCHEDULESA-502 DETAILS/ SECTIONConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/18/2020dmathews 8:121268:1212412412624" RETURNS VINYL SIDING& CORNERS TYP.6:12ALUMINUM SOFFIT& FASCIA TYP.6:124:121268:1212612424" RETURNS 8:126:126:12STANDARD ENERGY HEELS @ 4:12 W/ 6:12 & 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.ROOF VENT (10) PER CODE 4:126:126:128:128:128:124:123' - 6"(2) ROOF VENTS THIS AREA (3) ROOF VENTS IN THIS AREA (5) ROOF VENTS IN THIS AREA 6:126' - 8"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:07 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-202OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.24' - 2"25' - 6"49' - 8"22' - 2"2' - 0"26' - 4"49' - 8"15' - 6"34' - 2"26' - 0"8' - 2"3' - 10"11' - 8"10' - 0"19' - 2"7' - 6"13' - 4"29' - 2"20' - 10"50' - 0"0' - 10 1/2"8' - 3" M.O.0' - 10 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"19' - 4"8' - 4"13' - 4"15' - 6"7' - 10"17' - 4"2' - 7 1/4"3' - 8 3/4"3' - 8 3/4"13' - 7 1/4"14' - 9 3/4"7' - 8 1/4"3' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2A-5022x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.41' - 0"9' - 0"50' - 0"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE4' - 4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:08 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-401OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"1/4" = 1'-0"A-4011FOUNDATION PLAN UP 7RUNEXCAVATEDUNEXCAVATEDCRAWL SPACESUMPFURNACEF. D.W. H.BATH611' - 8"3' - 10"8' - 2"26' - 0"CO DET.SMOKEDET.SMOKEDET.6' - 8"6' - 8"15' - 6"34' - 2"49' - 8"50' - 0"29' - 2"20' - 10"10' - 0"19' - 2"7' - 6"13' - 4"49' - 8"24' - 2"25' - 6"INSULATE BETWEENWALL & SLAB12" CANT.ABOVE21' - 10 1/4"5' - 4 1/2"5' - 6 1/4"2' - 0"6' - 3"SMOKEDET.AIR EX.22' - 2"2' - 0"26' - 0"15' - 6"7' - 10"19' - 4"8' - 4"20' - 2"7' - 0"13' - 10"4' - 10"3' - 8"11' - 0"4' - 0"11' - 0"0' - 4"6' - 0" B.W.P.6' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.6' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2-9 1/2" LSL FLUSHW/ 2 TRIMMERS2-9 1/2" LSL W/2 TRIMMERS2-2x1024" CANT.ABOVE33' - 0" B.W.P.2-2x10 50' - 0"2-2x10 6' - 2"19' - 10"7' - 4"2' - 0"1' - 8"6' - 4"2' - 10"66L.T.MECHANICALLAUNDRY3' - 0" B.W.P.2-2x10 8' - 2"3' - 10"5' - 0"1' - 8"15' - 6"FAMILY ROOMBEDROOM #4BEDROOM #510' - 6"2' - 6"2' - 6"10' - 6"9966R & SHR & SH3' - 0" B.W.P.2-9 1/2" LSL FLUSHW/ 2 TRIMMERS6' - 10"9' - 3 1/2"17' - 10 1/2"7' - 0"9' - 0"41' - 0"612" SH2-9 1/2" LVL FLUSHW/ 2 TRIMMERS3 TRIMMERS2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" 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.4' - 4"WS2x64' VANITYWASHERDRYER0' - 4"WALL BUILT TO BOTTOMOF WINDOW 21012115' TUB/SHWR2-2x10 20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING11 7/8" LSL-JOISTS@ 16" O.C.1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:09 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-402OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.FAN DN 7RUP 7RUP 9R29' - 2"20' - 10"50' - 0"10' - 0"19' - 2"7' - 6"13' - 4"51' - 8"7' - 0"15' - 8"11' - 8"4' - 0"38FOYERBEDROOM #2HALL30" RANGE36" REF4' - 0"3' - 0"DININGKITCHENLIVING ROOMGARAGE1' - 0"8' - 0"1' - 0"1' - 7"16' - 0"1' - 7"KNEE WALL W/ 14" SPINDLES 4' - 0"4' - 0"6' - 8"6' - 8"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH FOYER PLATE HEIGHT2X6 EXTERIOR WALLSCO DET.SMOKEDET.SMOKEDET.2-2x10 DROPPEDVAULT LINE3:1224' - 2"27' - 6"2' - 0"25' - 6"22' - 2"2' - 0"6' - 0"0' - 6"7' - 0"0' - 6"3' - 6"66' - 6"19' - 6"3-11 7/8" LSL2-11 7/8" LSLFLOOR LINE ABOVEATTICACCESS4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.6' - 0" B.W.P.PFH BRACEDWALL PANEL3' - 0" B.W.P.2-2x102-2x102-2x102-2x10R & SH32A-50223' - 2"5' - 8"4' - 8"7' - 6"GIRDER TRUSS 5X5 PSL5x5 PSL3' - 0" B.W.P.DW6' - 6"11' - 0"2' - 0"8' - 0"2' - 0"4' - 6"7' - 0"17' - 6"12' - 0"11' - 6"113-2x1021" PANTRY39' - 0"41' - 0"17' - 4"2' - 10"3' - 6"3' - 6"13' - 10"19' - 8"8' - 0"11' - 6"0' - 4"2' - 6"1' - 0"5' - 2"5' - 6"5' TUB/SHWR5R & SHVAULT FLATCLOSETR & SHBEDROOM #3610112" SH50' - 0"2-11 7/8" LSL DROPPED3-2x10COUNTERS TOPS GRANITE W/ OPTIONAL QUARTZ PAINTED CABINETS BATH26' - 0"17' - 6"1' - 8"5' - 0"11' - 10"3' - 6"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-9 1/2" LSL 19' - 11"7' - 1"3' - 3"3' - 9"3' - 0" B.W.P.51' - 8"136' - 4"1' - 8"2-2x1072-2x102' - 0"27' - 0"22' - 8"FLOOR GIRDER TRUSS8' - 0"11' - 8 3/4"8' - 3 1/2"7' - 4 3/4"3:127' VANITY12" SHPANTRYTRIANGLE OPENING NO RAILING 6' - 8"4' - 10"THIS WALL TO BEBALLOON FRAMEDINTO SCISSOR TRUSS ABOVESET BOTTOM OF WINDOW 44" A.F.F.221136647122x6SINKSEE COLUMNDETAIL SHEETA-501GASLINE2-2x102-2x10MFG. ROOF TRUSSES@ 24" O.C.20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.SMOKEDET.PORCH41/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:10 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-403OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.TemperBraced wall panel neededfor no more than 20'between panels.FANFAN DN 7R3EN SUITEOWNERS SUITE10' - 1"10' - 1"CO DET.SMOKEDET.SMOKEDET.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.32A-50220' - 2"7' - 6"2617' - 4"2' - 10"2x61'-6" LINEN6'-3" VANITYCLOSETTYP.2' - 0"3' - 6"4' - 0"27' - 8"3' - 8"2' - 0"6' - 3"3' - 11"4' - 4"5' - 2"9' - 4"2' - 8"20' - 8"5' - 0"1' - 0"1' - 10"14' - 4"LANDINGVAULT LINE3:12VAULT FLATVAULT FLAT16' - 8"5' - 6"22' - 2"SQUARE SINKS8' - 4"17' - 2"ATTICACCESS3' - 6"3' - 8"5' - 0"R&SHCONTROLHEADTRIANGLE OPENING NO RAILING 3DBL FRAME PLUMBING WALL3:128551292-2x10 W/2 TRIMMERS EA. SIDE2-2x102-2x102-2x102-2x10MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.TILE SHOWERTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:10 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-404OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"1/4" = 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 NOTES-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN 0' - 10"1x61x6SMOOTHSMARTSIDETYPICAL4x4 COREPOST4x4 POSTFRAMING0' - 10"0' - 10"6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 6"POUREDFND. WALLVERIFY FLOOR SYSTEMWITH FLOOR PLANSALL 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 BLOWINSULATION MIN.FLOOR 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 CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:11 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-501OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"1/2" = 1'-0"A-5012TYP. COLUMNWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 30-30-3042 SL 1 7' - 6" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 6048 SL 4 5' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 7242 SL 1 6' - 0" 3' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 4818 AWN FIXED 1 4' - 0" 1' - 6"7' - 6"5 WINDSOR NEXT DIMENSION 2424 AWN FIXED 2 2' - 0" 2' - 0"6' - 10"6 WINDSOR NEXT DIMENSION 2460 PIC 2 2' - 0" 5' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 6024 AWN FIXED 1 5' - 0 3/4" 2' - 0" 7' - 0"8 WINDSOR NEXT DIMENSION 4842 PIC 1 4' - 0" 3' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 30-30-3054 SL 1 7' - 6" 4' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 2442 SH 1 2' - 0" 3' - 6" 6' - 10"11 WINDSOR NEXT DIMENSION 18-36-1860 SL 1 6' - 0" 5' - 0"6' - 10"12 WINDSOR NEXT DIMENSION 3618 AWN FIXED 1 3' - 0" 1' - 6" 6' - 10"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR AREACEILINGHEIGHT COMMENTSLOWER FLOOR LAUNDRY 52 SF 8' - 1 1/8"LOWER FLOOR FAMILY ROOM CARPET 419 SF 8' - 1 1/8" .LOWER FLOOR BEDROOM #4 CARPET 139 SF 8' - 1 1/8" .LOWER FLOOR BEDROOM #5 CARPET 130 SF 8' - 1 1/8" .LOWER FLOOR CRAWL SPACE UNFINISHED 118 SF 3' - 2 1/2"LOWER FLOOR MECHANICAL UNFINISHED 70 SF 8' - 1 1/8"LOWER FLOOR BATH VINYL 52 SF 8' - 1 1/8" .FOYER FLOOR GARAGE 633 SF 8' - 1 1/8"FOYER FLOOR FOYER WOOD 158 SF 8' - 1 1/8" VAULTEDMAIN FLOOR BEDROOM #2 CARPET 122 SF 8' - 1 1/8" .MAIN FLOOR CLOSET CARPET 26 SF 8' - 1 1/8" .MAIN FLOOR BEDROOM #3 CARPET 139 SF 8' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 29 SF 8' - 1 1/8"MAIN FLOOR BATH VINYL 55 SF 8' - 1 1/8" .MAIN FLOOR HALL WOOD 37 SF 8' - 1 1/8" .MAIN FLOOR DINING WOOD 192 SF 8' - 1 1/8" VAULTEDMAIN FLOOR KITCHEN WOOD 119 SF 8' - 1 1/8" VAULTEDMAIN FLOOR LIVING ROOM WOOD 189 SF 8' - 1 1/8" VAULTEDMAIN FLOOR PANTRY WOOD 26 SF 8' - 1 1/8" .UPPER FLOOR OWNERS SUITE CARPET 196 SF 8' - 1 1/8" TRAY VAULTUPPER FLOOR CLOSET CARPET 69 SF 8' - 1 1/8" .UPPER FLOOR LANDING CARPET 86 SF 8' - 1 1/8"UPPER FLOOR EN SUITE VINYL 107 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/4 x 6/8 12 2/4 OPG. 13 2/4 x 6/8 74 2/4 x 6/8 PKT 15 2/6 x 6/8 16 2/8 x 6/8 97 2/8 x 6/8 FIRE RATED 18 3/0 x 6/8 HALF VIEW 19 4/0 x 6/8 210 5/0 x 6/8 111 6/0 x 6/8 SLIDER 212 8' x 7' O.H. GARAGE DOOR 113 16' x 7' O.H. GARAGE DOOR 11/2" = 1'-0"A-5011TYP. WALKOUT SECTION1/2" = 1'-0"A-5013TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5014TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5015GARAGE CEILING1/2" = 1'-0"A-5016BEARING 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: VERIFY FLOOR SYSTEMWITH FLOOR PLANSLOWER FLOOR PLATE HEIGHT8' - 1 1/8"RIM JOISTWATER 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 CODETRT'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 FOOTINGS4" DRAIN TILE W/WEEP FROM BLOCKTOP COURSE TO BE SOLID BLOCK,BOND BEAM OR GROUTED SOLID 6 MIL. V.B.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEARCHITECTURAL ASPHALT 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 EDGE3/4" T&GSUBFLOORR-20 SPRAYFOAM INSULATION6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAP5/8" GYP. BD.MAIN FLOOR PLATE HEIGHT8' - 1 1/8"SIDING PER PLANSDRYVIT INSULATION PROTECTION SIDING TO6" BELOW GRADEMAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. TYP FOOTING-3' -6"T.O. WALKOUT FOOTING-6' -8"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"CRAWL SPACEDININGFOYERMAIN PLATE HEIGHT8' - 1 1/8"MFG. ROOF TRUSSES@ 24" O.C.7 RISERS 4' - 4 5/8"9 RISERS5' - 5 1/4"7 RISERS4' - 4 5/8"11 7/8" LSL JOISTSBATHLANDINGUPPER PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"20" FLOOR TRUSSES 20" FLOOR TRUSSES LOWER FLOOR PLATE HEIGHT8' - 1 1/8"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:LOWER:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:POUR:2/21/2020 10:59:12 AMMORGAN II SPEC HOMEL3, B1 - NORTH CREEK17331 ENCINA PATHLAKEVILLE, MN 55024A-502OTT1062.19.20 CB51911639252.21.20 CB2.17 20 CB8'-1 1/8"8'-1 1/8"8'-1 1/8"THE MORGAN II26073'-6"1/2" = 1'-0"A-5024TYP. POURED WALL SECTION1/4" = 1'-0"A-5022SECTION3/8" = 1'-0"A-5021METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS Main Level Member Name Results Current Solution Comments Garage Door Header (Single Stall) Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage Door Header (Double Stall) Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Window Header - Foyer Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Beam @ Dining Room Bay Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Beam @ Foyer Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Stairs Header Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Living Room Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Kitchen Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Bedroom #4 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bedroom # 5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Upper Level Member Name Results Current Solution Comments Wdw hdr Owner's Bath Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Wdw hdr Owner's Suite Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Landing Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17331 Encina Path, Lakeville, MN_Imported JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 1 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14990 @ 8' 4 1/2"24806 (5.25")Passed (60%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4577 @ 7' 3 1/8"14817 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)8491 @ 4' 11 3/16"27519 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.067 @ 4' 4 1/2"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 4' 4 13/16"0.412 Passed (L/866)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 8" o/c based on loads applied, unless detailed otherwise. 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"1444 200 2180 3824 None 2 - Trimmer - PSL 5.25"5.25"3.17"6559 4227 7014 17800 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 8 1/4"N/A 19.5 ---- 1 - Uniform (PSF)0 to 8'13'20.0 -35.0 Snow - main 2 - Uniform (PSF)8' to 8' 8 1/4"3'20.0 -35.0 Snow - main 3 - Point (lb)8'N/A 5647 4400 5482 A2 Roof Girder 4 - Uniform (PSF)8' to 8' 8 1/4"1'80.0 --Wall - Upper Level 5 - Uniform (PSF)8' to 8' 8 1/4"1'15.0 40.0 -Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/21/2020 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, Garage Door Header (Single Stall) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 2 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.412 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 Snow - main Member Notes L/600 Total Load Deflection Criteria for Stone Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/21/2020 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, Garage Door Header (Double Stall) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 3 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2675 @ 1 1/2"7613 (3.00")Passed (35%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2177 @ 1' 1/2"6872 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5585 @ 2' 9"10422 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.051 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.095 @ 2' 9"0.262 Passed (L/663)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. 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"1295 1011 830 3136 None 2 - Trimmer - SPF 3.00"3.00"1.50"1295 1011 830 3136 None 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"2'16.8 -35.0 Roof 2 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall Load 3 - Point (lb)2' 9"N/A 1908 2022 1274 Linked from: Floor: Flush Beam @ Foyer, 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 2/21/2020 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, Window Header - Foyer 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 4 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5545 @ 4"13956 (5.50")Passed (40%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4251 @ 1' 5 3/8"9878 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)15413 @ 6' 2 1/2"18346 Passed (84%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.374 @ 6' 2 1/2"0.392 Passed (L/377)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.561 @ 6' 2 1/2"0.587 Passed (L/251)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 5" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.19"1851 3694 5545 None 2 - Trimmer - SPF 5.50"5.50"2.19"1851 3694 5545 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 5"N/A 13.0 -- 1 - Uniform (PSF)0 to 12' 5"17'16.8 35.0 Residential - Living Areas 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 2/21/2020 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, Beam @ Dining Room Bay 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 5 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4492 @ 7' 7 1/2"5206 (3.50")Passed (86%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3248 @ 1' 1"6872 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6301 @ 4' 8 3/8"10422 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.114 @ 3' 11 7/16"0.186 Passed (L/783)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.207 @ 3' 11 7/16"0.373 Passed (L/433)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 10" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 10" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Beam - SPF 3.50"3.50"2.94"1908 2022 1274 5204 Blocking 2 - Stud wall - SPF 3.50"3.50"3.02"2032 1753 1527 5312 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 9 1/2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' 9 1/2" (Front)4'15.0 40.0 -Floor 2 - Uniform (PSF)0 to 7' 9 1/2" (Front)2'16.8 -35.0 Roof Load 3 - Uniform (PLF)0 to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 4 - Uniform (PSF)0 to 1' 6" (Front)17'16.8 -35.0 Roof Load 5 - Point (lb)1' 6" (Front)N/A 621 1264 - 6 - Point (lb)5' 6" (Front)N/A 621 1264 - 7 - Uniform (PLF)5' 6" to 7' 9 1/2" (Front)N/A 80.0 --Wall Load 8 - Uniform (PSF)5' 6" to 7' 9 1/2" (Front)17'16.8 -35.0 Roof Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/21/2020 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 Beam @ Foyer 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 6 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1480 @ 2"8881 (3.50")Passed (17%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1022 @ 1' 1"6872 Passed (15%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2349 @ 3' 6"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.042 @ 3' 6"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.059 @ 3' 6"0.333 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None 2 - Trimmer - SPF 3.50"3.50"1.50"430 1050 1480 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7'N/A 10.4 -- 1 - Uniform (PSF)0 to 7' (Front)4'15.0 40.0 Upper level floor load 2 - Uniform (PSF)0 to 7' (Front)3' 6"15.0 40.0 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/21/2020 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 Stairs Header 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 7 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •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"1042 1763 2805 None 2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"15' 6"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 2/21/2020 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, Living Room Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 8 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •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"1042 1763 2805 None 2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"15' 6"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 2/21/2020 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, Kitchen Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 9 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •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"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None 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 5' 6"15'20.0 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 2/21/2020 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, Bedroom #2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 10 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2242 @ 1 1/2"7613 (3.00")Passed (29%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1393 @ 1' 1/2"6872 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2809 @ 2' 9"10422 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.031 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.049 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"812 1430 2242 None 2 - Trimmer - SPF 3.00"3.00"1.50"812 1430 2242 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 -Wall - 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 2/21/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #4 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 11 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4012 @ 5' 4 1/2"7613 (3.00")Passed (53%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1595 @ 4' 5 1/2"6872 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2981 @ 2' 9 15/16"10422 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.031 @ 2' 8 7/8"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.052 @ 2' 9 1/16"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.56"1721 1430 1554 4705 None 2 - Trimmer - SPF 3.00"3.00"1.58"1742 1430 1596 4768 None 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"13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)5' to 5' 6"15'20.0 -35.0 Snow - Main 4 - Point (lb)0 N/A 844 -1444 Linked from: Bedroom #2 Window, Support 1 5 - Point (lb)5'N/A 844 -1444 Linked from: Bedroom #2 Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/21/2020 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 Room Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 12 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7671 @ 6' 4 1/2"7613 (3.00")Passed (101%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)6522 @ 5' 5 1/2"7265 Passed (90%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)12399 @ 3' 11 7/8"13541 Passed (92%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.128 @ 3' 4 1/8"0.208 Passed (L/588)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.212 @ 3' 4 1/8"0.313 Passed (L/353)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 10" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.61"2648 2600 2696 7944 None 2 - Trimmer - SPF 3.00"3.00"3.02"3043 2600 3570 9213 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 9.7 ---- 1 - Uniform (PSF)0 to 6' 6"13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 4' 6"15'20.0 -35.0 Snow - Main 4 - Uniform (PSF)4' 6" to 6' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 6 - Point (lb)4' 6"N/A 1851 -3694 Linked from: Beam @ Dining Room Bay, 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 2/21/2020 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 Room Patio Door 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 13 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6114 @ 1 1/2"7613 (3.00")Passed (80%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4401 @ 1' 1/2"7902 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7605 @ 4'10422 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.151 @ 4'0.258 Passed (L/615)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.267 @ 4'0.387 Passed (L/349)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.41"2699 2240 2314 7253 None 2 - Trimmer - SPF 3.00"3.00"2.41"2699 2240 2314 7253 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 ---- 1 - Uniform (PSF)0 to 8'14'15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 8'1'90.0 --Wall - Main 3 - Point (lb)1'N/A 1042 -1763 Linked from: Living Room Window, Support 1 4 - Point (lb)7'N/A 1042 -1763 Linked from: Living Room Window, Support 2 5 - Uniform (PSF)0 to 1'15' 9"20.0 -35.0 Snow - Main 6 - Uniform (PSF)7' to 8'15' 9"20.0 -35.0 Snow - Main 7 - Uniform (PSF)0 to 1'1'100.0 --Wall - Gable 8 - Uniform (PSF)7' to 8'1'100.0 --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 2/21/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom # 5 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 14 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1039 @ 0 1913 (1.50")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)466 @ 10 3/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)844 @ 1' 7 1/2"3946 Passed (21%)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)0.006 @ 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c based on loads applied, unless detailed otherwise. •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"385 654 1039 None 2 - Trimmer - SPF 1.50"1.50"1.50"385 654 1039 None 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"11' 6"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 2/21/2020 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, Wdw hdr Owner's Bath 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 15 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)868 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)647 @ 1' 1/4"2872 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1629 @ 4'3946 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.021 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.064 @ 4'0.387 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c based on loads applied, unless detailed otherwise. •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"588 280 868 None 2 - Trimmer - SPF 3.00"3.00"1.50"588 280 868 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 7.0 -- 1 - Uniform (PSF)0 to 8'2'20.0 35.0 Snow - main Rake 2 - Uniform (PSF)0 to 8'1'100.0 -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 2/21/2020 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, Wdw hdr Owner's Suite 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 16 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2120 @ 1 1/2"3825 (3.00")Passed (55%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1158 @ 1' 1/4"2872 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2127 @ 2' 3"3946 Passed (54%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.016 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.025 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •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"1.66"781 1339 2120 None 2 - Trimmer - SPF 3.00"3.00"1.66"781 1339 2120 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 6"17'20.0 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 2/21/2020 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, Stairs Landing Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/2/2020 7:37:39 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 17331 Encina Path, Lakeville, MN_Imported Topaz - The Morgan II 17331 Encina Path, Lakeville, MN 3/2/2020; #24013 Page 17 / 17 03/09/2020XKP