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HomeMy WebLinkAboutLA179717 - 19866 Hexham Way 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 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"128VINYL BOARD& BATTEN TYP.VINYL SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.3' - 6"CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAIL SHEET A-5014:124:124:12ADDRESS STONE8x8x36"CORBELS (2)TOP OF GARAGE PLATE10' - 9 3/8"3' - 0"4:126" SMARTSIDE WINDOW& DOOR TRIM @ FRONT 1248:1212424" RETURNS TYP.1244:128:12ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR1284:1212824" RETURNS TYP.8:128:128:128:12124THE 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:POUR: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 55337952-953-4000ONETENTENHOMES.COMRELEASED5/14/2020 1:37:21 PMTHE MANDALA RESIDENCEL1, B2 - BERRES RIDGE 2ND ADDITION19866 HEXHAM WAYLAKEVILLE, MN 55044A-201OTT11416671496101441775.5.20 CB8'- 1 /18"9'- 1 /18"8'-4"3.17.20 CB1/4" = 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 - ROOF PLAN - DETAILSSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/14/2020dmathews 0' - 2"18' - 10"39' - 8"1' - 6"60' - 0"2' - 0 1/2"16' - 3" M.O.0' - 10 1/2"2' - 3 1/2"16' - 3" M.O.1' - 11 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" 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.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"58' - 0"42' - 2"15' - 10"19' - 8"20' - 6"19' - 2"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 5"8' - 1 1/2"6' - 6 1/4"18' - 8 1/2"4' - 5 1/2"17' - 9 1/4"ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT27' - 8"30' - 4"58' - 0"11' - 9"9' - 11":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY2' - 0"25' - 8"15' - 8"24' - 8"0' - 4"14' - 2"6' - 0"6' - 0"36' - 2"5' - 10"10' - 0"2' - 0"3' - 10"17' - 10"38' - 0"22' - 0"6' - 3 1/4"21' - 2"8' - 10 3/4"8' - 11"1' - 5"20' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE60' - 0"25' - 0"13' - 0"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE20' - 4"10' - 0"48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY, BOTH SIDES.LEAVE A 12" GAPIN THE FOOTING FOR PLUMBING42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY0' - 7 3/4"16' - 8 1/2"1' - 9 3/4"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY22' - 6 3/4"2' - 1 1/4"SEE ENGINEERING SHEETS FOR FOUNDATION WALL SPECIFICATIONS8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.SEE ENGINEERING SHEETS FOR FOUNDATION WALL SPECIFICATIONS0' - 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:POUR: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 55337952-953-4000ONETENTENHOMES.COMRELEASED5/14/2020 1:37:22 PMTHE MANDALA RESIDENCEL1, B2 - BERRES RIDGE 2ND ADDITION19866 HEXHAM WAYLAKEVILLE, MN 55044A-401OTT11416671496101441775.5.20 CB8'- 1 /18"9'- 1 /18"8'-4"3.17.20 CB1/4" = 1'-0"A-4011FOUNDATION PLAN3'-6" MAX.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALLSLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" C.I.P.CONCRETEWALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIER#4 HORIZ. BARS@ 24" O.C.8" OR 10" C.I.P. CONCRETE WALL#4 VERTICAL BARS@ 36" O.C.#4 BARS @ END &BEND OF HOOK4'-0" HOOK OPTIONS:#4 HOOKS @ 18" O.C. OR#6 HOOKS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-0"3'-0"2" TO VERTICAL BARS & HOOKS1'-0"2'-6"SLOPE GRADE AWAYFROM FOUNDATION3"8'-4" MAX.36"MIN.SLAB-ON-GRADE WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIER(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2"3"8'-4" MAX.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. WOOD WALL6"MIN.12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIERSLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL/ STORAGE20' - 6"19' - 2"18' - 10"39' - 8"1' - 6"60' - 0"42' - 2"15' - 10"2' - 0 1/2"16' - 3" M.O.0' - 10 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"10' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED38' - 0"22' - 0"58' - 0"30' - 4"27' - 8"7SET ON 3X SILL20' - 0"16' - 2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 8"3-14" LVL FLUSH0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.SMOKEDET.2-2x102-2x1011' - 8"8' - 0"19' - 8"858' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINTAIR EX.4-2x64-2x61730' - 0"8' - 0"14' - 0"8' - 0"2' - 0"25' - 8"4-20" LVL FLUSH HOME GYM48" F.G. SHWR18' - 10 1/4"5' - 6"4' - 0"9' - 7 3/4"15511' - 5"8' - 7"10' - 4"213' - 2"2' - 10"BEDROOM #5BATHCLOSET4' VANITYRECREATIONROOMGAME AREA18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING22' - 0"16' - 0"6' - 7 1/4"29' - 8 3/4"OPTION TO MOVE WINDOW TO THIS SIDEFUTURE BAR CABINETFLOOR LINE ABOVEOPEN TO ABOVE18" FLOOR TRUSSESPER MFG. SPACING15' - 8"14' - 2"6' - 0"24' - 8"15' - 10"2' - 0"3' - 10"17' - 10"27' - 2"5' - 10"5' - 0"60' - 0"1012x61/2" OSB UNDER DRYWALL@ HOME GYM TYPICAL2-9 1/2" LVL5x7 PSL5x7 PSL2-9 1/2" LSL2-9 1/2" LSL2-2x10LOADED FOR FUTURE DECK5x5 PSL0' - 4"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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:POUR: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 55337952-953-4000ONETENTENHOMES.COMRELEASED5/14/2020 1:37:22 PMTHE MANDALA RESIDENCEL1, B2 - BERRES RIDGE 2ND ADDITION19866 HEXHAM WAYLAKEVILLE, MN 55044A-402OTT11416671496101441775.5.20 CB8'- 1 /18"9'- 1 /18"8'-4"3.17.20 CBInterior BWP Above5863'-6" MAX.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALLSLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" C.I.P.CONCRETEWALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIER#4 HORIZ. BARS@ 24" O.C.8" OR 10" C.I.P. CONCRETE WALL#4 VERTICAL BARS@ 36" O.C.#4 BARS @ END &BEND OF HOOK4'-0" HOOK OPTIONS:#4 HOOKS @ 18" O.C. OR#6 HOOKS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-0"3'-0"2" TO VERTICAL BARS & HOOKS1'-0"2'-6"SLOPE GRADE AWAYFROM FOUNDATION3"8'-4" MAX.36"MIN.SLAB-ON-GRADE WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIER(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2"3"8'-4" MAX.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. WOOD WALL6"MIN.12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIERSLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE) DN 3RUP 17RDN 16RDN 3R42' - 0"16' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.SINKDWPORCH6' - 0"36' - 0"6' - 0"10' - 0"1318' - 10"39' - 8"1' - 6"11' - 6"7' - 4"20' - 6"19' - 2"60' - 0"2' - 3"16' - 0"2' - 3"1' - 0"16' - 0"2' - 2"1' - 2"4' - 10"1' - 2"9' - 2"1' - 2"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 OTHERWISE18TYP.0' - 4 1/2"124' - 0"2' - 0"16' - 0"6' - 0"22' - 0"38' - 0"5' - 9"5' - 9"3' - 7"4' - 3"1858' - 0"58' - 0"16' - 0"22' - 0"11GARAGE24' - 8"16' - 0"14R & SH. @ 65"4' - 0"4' - 6"KNEE WALL W/ 14" PAINTED SPINDLESMICRO BELOW @ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 9"10' - 6"2' - 9"RECESS 39"x73"U.C. LIGHT11' - 0"11' - 0"8' - 0"8' - 0"8' - 0"14' - 0"R-38 MIN. INSULATIONIN FLOOR ABOVE12' - 0"4' - 0"4' - 0"16' - 0"11' - 1 3/4"7' - 11"2' - 7"10' - 8 1/4"0' - 8"5' - 0"6' - 0"GIRDER TRUSSGIRDER TRUSSFLOORGIRDER2' - 7"3' - 5"3-14" LVL FLUSH2-9 1/2"LSL FLUSH3-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED2-2x10 DROPPED2-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERS7' - 10"3-16" LVLDBLOVEN9' - 6"4' - 0"EQEQ-50" LINEAR ELECTRIC F.P. 18" A.F.F -MANTEL2' - 0"9" HEAT DUCT2-2x103-2x103-2x102-2x1024" CANT. ABOVE12977131313131313ATTICACCESS5x5 PSL3-2x6WALL ABOVE BEARING ONFLOOR TRUSSES3-2x6SHIPLAP FLOOR TO CEILINGON FIREPLACE BUMPOUT1' - 0"5x5 PSL36" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSH28' - 0"30' - 0"FLOOR GIRDER18' - 0"2-2x10 DROPPED10' - 6"82' - 0"5' - 0"5' - 10"14R & SH. @ 65"2'-6" VANITY212" SH.16" SH.2' - 0"26' - 0"6' - 0"29GIRDER TRUSS #33-2x10 FLUSHPOWDERPANTRYLOFT138' - 3"16' - 5"14' - 6"12' - 9"8' - 6"8' - 9"6' - 0"21' - 5"8' - 7"END PANELHOME GYM16HALF WALL W/ WOOD CAP5' - 6"OPEN TO BELOW9' - 3"11' - 6"9' - 3"8820" FLOOR TRUSSESPER MFG. SPACING62' - 3"21' - 0 3/4"6' - 8 1/4"26' - 4"0' - 10"5' - 10"5' - 0"20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.SEE COLUMN DETAIL SHEET A-5012-2x62-2x10 FLUSH1/2" OSB UNDER DRYWALL@ HOME GYM TYPICALHU210-25x5 PSLMFG. ROOF TRUSSES@ 24" O.C.HHUS482-2x102-2x102-2x10 CONTINUOUS2-2x10 CONTINUOUS2-2x102-2x103-2x65x5 PSL2-2x102-2x62-2x102-2x102-2x10MFG. ROOF TRUSSES@ 24" O.C.60' - 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:POUR: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 55337952-953-4000ONETENTENHOMES.COMRELEASED5/14/2020 1:37:23 PMTHE MANDALA RESIDENCEL1, B2 - BERRES RIDGE 2ND ADDITION19866 HEXHAM WAYLAKEVILLE, MN 55044A-403OTT11416671496101441775.5.20 CB8'- 1 /18"9'- 1 /18"8'-4"3.17.20 CBBWPs AboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FANSmoke7572.52.55555665555Top of WallConnectionsPFHPFHTemper ifglass within60" of floor DN 17RBEDROOM #4BATHBEDROOM #3OWNER'SSUITEHALLEN SUITE7'-6" VANITYBEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"22' - 0"16' - 0"4' - 0"42' - 0"42' - 0"5' TUB/SHWR2CLOSET42252' LINEN3' VANITY3' VANITY510LAUNDRYCLOSETCLOSET5MAKE-UPLINEN6TILE SHOWERSHELF5' - 9"5' - 3"3' - 3"4' - 5"14' - 7"8' - 9"20' - 0"16' - 0"5' - 7 7/8"16' - 4 1/8"8' - 0"8' - 0"30' - 6"15' - 6"6' - 10"23' - 8"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"11' - 0"6' - 4 1/4"3' - 11 3/4"4' - 3"5' - 5"7' - 0"2x614' - 8"2' - 1"8' - 1"3' - 8"13' - 6"15' - 10 1/4"3' - 8 3/4"6' - 5"6' - 4"1' - 8"4' - 4 1/4"7' - 7 3/4"7' - 10 1/4"7' - 4"4' - 4 1/2"5' - 9 1/4"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-9 1/2" LSLW/ 2 TRIMMERS2-2x6 EA. SIDEKNEE WALL W/ 14"PAINTED SPINDLES364' VANITY48" F.G. SHWR5TYP.2' - 0"2-2x102-2x102-2x102-2x102-2x1034411511247SMOKEDET.5' - 0"3' - 8"9' - 10"2' - 0"2CLOSET13' - 3 3/4"5' - 4"6' - 7 1/4"5' - 9"MFG. ROOF TRUSSES@ 24" O.C.1' - 0"5' - 4 1/4"5MFG. ROOF TRUSSES@ 24" O.C.GLASS PANEL CO DET.46' - 0"46' - 0"BATHWASHERDRYERSINK0' - 6"6' - 10"2' - 10"MFG. ROOF TRUSSES@ 24" O.C.4' - 0"7' - 0"51DOUBLE FRAMEPLUMBING WALL2-2x10THE 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:POUR: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 55337952-953-4000ONETENTENHOMES.COMRELEASED5/14/2020 1:37:23 PMTHE MANDALA RESIDENCEL1, B2 - BERRES RIDGE 2ND ADDITION19866 HEXHAM WAYLAKEVILLE, MN 55044A-404OTT11416671496101441775.5.20 CB8'- 1 /18"9'- 1 /18"8'-4"3.17.20 CB1/4" = 1'-0"A-4041UPPER FLOOR PLANTemper if within60" of floor.Temper if within60" of floor.FANFANFANFAN553-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 4:124:124:128:128:128:128:1218" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 & 8:12 TYP.8 ROOF VENTS REQUIRED4:124:124:124:123 ROOF VENTS REQUIRED3 ROOF VENTS REQUIRED3 ROOF VENTS REQUIRED2 ROOF VENTS REQUIRED2x4 TYP.TAPERED SMARTSIDE COLUMN2x4 @ TOPFRONTTOP VIEW4x4 POSTFRAMING1' - 6"1' - 6"0' - 10"1' - 4"18" SQUARE FRAMED BASE W/ CULTURED STONEWATCH 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.25/32" BILDRITESHEATHINGTYVEK (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 INSULATIONALL 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 TRUSS6 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 2x8 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. INSULATION7/16" 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 PLANS2x6 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 FOOTINGS1/8" = 1'-0"A-5011ROOF 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 NORTH HOUSE RESIDENTIAL DESIGN.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. NORTH HOUSE RESIDENTIAL DESIGN ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNERMUSTVERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY NORTH HOUSE RESIDENTIAL DESIGN 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.COMDATESQUARE FEETPROJECTSHEETUPPER:MAIN:BONUS:TOTAL:LOWER:REV.6REV. 7REV. 8REV. 9REV. 10REV. 11PLATE HEIGHTSUPPER:MAIN:POUR: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 55337952-953-4000ONETENTENHOMES.COMRELEASED5/14/2020 1:37:24 PMTHE MANDALA RESIDENCEL1, B2 - BERRES RIDGE 2ND ADDITION19866 HEXHAM WAYLAKEVILLE, MN 55044A-501OTT11416671496101441775.5.20 CB8'- 1 /18"9'- 1 /18"8'-4"3.17.20 CBWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 30-30-3042 SL 7' - 6" 3' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 2448 PIC 2' - 0" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"8 WINDSOR NEXT DIMENSION 3 4836 PIC 4' - 0" 3' - 0"9 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0" 11' - 10"10 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"11 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 7 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"1/2" = 1'-0"A-5014COLUMN TAPERED3" 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:ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOORING AREA CEILING HEIGHT COMMENTSLOWER FLOOR HOME GYM591 SF 18' - 9 7/8"LOWER FLOOR CLOSET CARPET 26 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 173 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 489 SF 8' - 2"LOWER FLOOR GAME AREA CARPET 171 SF 8' - 2"LOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BATH VINYL 49 SF 8' - 2"MAIN FLOOR LOFT . 98 SF 9' - 1 1/8"MAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 119 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 877 SF 10' - 9 3/8"MAIN FLOOR KITCHEN LAMINATE 192 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM LAMINATE 176 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM LAMINATE 354 SF 9' - 1 1/8" .MAIN FLOOR FOYER LAMINATE 90 SF 9' - 1 1/8" .MAIN FLOOR PANTRY LAMINATE 36 SF 9' - 1 1/8"MAIN FLOOR MUD RM. VINYL 124 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 30 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 165 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 301 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 144 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 161 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 20 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 33 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 45 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 32 SF 8' - 1 1/8"UPPER FLOOR EN SUITE TILE 117 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 95 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 61 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 54 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/0 SHWR DR. 12 2/4 x 6/8 73 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 15 2/6 x 6/8 76 2/6 x 6/8 PKT 27 2/8 x 6/8 38 2/8 x 6/8 FIRE RATED 19 2/8 x 6/8 FULL VIEW 110 2/8 x 6/8 PKT 111 3/0 x 6/8 OPG. 112 3/0 x 6/8 W/ 2-12" D.S. S.L.'S 113 4/0 x 6/8 114 5/0 x 6/8 215 6/0 x 6/8 116 6/0 x 6/8 SLIDER 117 9/0 x 6/8 SLIDER 118 16' x 8' O.H. GARAGE DOOR 23/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5015GARAGE CEILING1/2" = 1'-0"A-5013TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5016TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5017TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5018TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5019BEARING WALL SECTION COPYRIGHT HANSON GROUP, LLC 2020©May 11, 2020Project Number:Date:0.243S11Sheets: of2PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionMandala Residence19866 Hexham WayLakeville, MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:Ryan Mack5-11-2046673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.SCOPEDESIGN AND DETAIL OF THE SPORT COURT FOUNDATIONS AND THE MAIN WINDFORCE RESISTING SYSTEMFOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE, AND THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY NORTHHOUSE RESIDENTIAL DESIGN LAST DATED 5-1-20 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE.THE DESIGN OF THE REMAINING HOME, INCLUDING ALL BEAM AND HEADER SIZES IS BY OTHERS.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDINGWITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OFEACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARSFOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. RETAINING WALLFOUNDATIONS RELY ON SLAB-ON GRADE FOR LATERAL RESISTANCE. ADEQUATE TEMPORARY BRACINGIS BY OTHERS UNTIL SLAB IS IN PLACE AND FULLY CURED.5.BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION CHANGES. DO NOT JUMP FOOTINGS ATTHESE LOCATIONSFRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6"SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Øx 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WINDLOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THESTRUCTURE AND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS(OR 3,500 PSI WITH AN APPROVEDADMIXTURE THAT PROVIDES A WATERAND VAPOR RESISTANCE AT LEASTEQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:SANDY CLAY (GROUP II ASSUMED): geq = 45 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEMAIN LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANOneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337PARTIAL LOWER LEVEL PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S21 S2 1S22S23S2INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETE(5-FT)(5-FT) (4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(3-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(7-FT)(7-FT) (5-FT)(5-FT) (5-FT)(5-FT) (5-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(5-FT)(5-FT)(5-FT)(5-FT)(2.5-FT)(2.5-FT)(5-FT)(8-FT)(9-FT) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(10-FT)(5-FT)(8-FT)(4-FT)(4-FT)(4-FT)(4-FT)(5-FT) BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINESIM.PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLMAY BE REDUCED TO6-FT IF PLYWOOD/OSBIS APPLIED TO ONESIDE OF WALL PERFRAMING NOTE 1MAY BE REDUCED TO6-FT IF PLYWOOD/OSBIS APPLIED TO ONESIDE OF WALL PERFRAMING NOTE 1MAY BE REDUCED TO4-FT IF PLYWOOD/OSBIS APPLIED TO ONESIDE OF WALL PERFRAMING NOTE 1MAY BE REDUCED TO6-FT IF PLYWOOD/OSBIS APPLIED TO ONESIDE OF WALL PERFRAMING NOTE 1MAY BE REDUCED TO8-FT IF PLYWOOD/OSBIS APPLIED TO ONESIDE OF WALL PERFRAMING NOTE 1MAY BE REDUCED TO4-FT IF PLYWOOD/OSBIS APPLIED TO ONESIDE OF WALL PERFRAMING NOTE 1 WALL SECTION 1S2 RETAINING WALL TYPE SPORTCOURT FOUNDATION WALL WALL SECTION 2S2 RETAINING WALL TYPE SPORT COURTFOUNDATION WALL - LOW GRADETO BE LOCATED IN THE FIELD AS REQUIREDAND ALLOWED WITH SITE GRADE(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#4 BARS @ 24" O.C.OR #5 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK5'-0" HOOK OPTIONS:#5 HOOKS @ 18" O.C. OR#6 HOOKS @ 24" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-6"4'-0"2"3"8'-4" MAX.SLAB-ON-GRADECONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·5'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C.#4 HORIZ. BARS@ 24" O.C.8" OR 10" C.I.P. CONCRETE WALL#4 VERTICAL BARS@ 36" O.C.#4 BARS @ END &BEND OF HOOK4'-0" HOOK OPTIONS:#4 HOOKS @ 18" O.C. OR#6 HOOKS @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-0"3'-0"2" TO VERTICAL BARS & HOOKS1'-0"2'-6"SLOPE GRADE AWAYFROM FOUNDATION3" 8'-4" MAX.36"MIN.SLAB-ON-GRADE WOOD WALL WOOD WALL 3'-6" MAX.6"MIN.SLOPE GRADE AWAYFROM FOUNDATION20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALLSLAB-ON-GRADE#4 HORIZ. BAR@ TOP OF WALL8" C.I.P.CONCRETEWALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. WALL SECTION 3S2LOOKOUT FOUNDATION WALLTO BE LOCATED IN THE FIELDAS REQUIRED AND ALLOWEDWITH SITE GRADEWALL FRAMING BY SUPPLIER6"MIN.12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIER12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX.WALL FRAMING BY SUPPLIERCOPYRIGHT HANSON GROUP, LLC 2020©Project Number:Date:S22Sheets: of2DescriptionDateRevision3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:Ryan Mack46673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 202Burnsville, MN 55337S2FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 11'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 5/S2 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-112"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S2FRAMING DETAILSLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)2'-112"±May 11, 20200.243Mandala Residence19866 Hexham WayLakeville, MN5-11-20 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 Suite Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Main Level Member Name Results Current Solution Comments Great Room Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Dining (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Dining Room Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Mudroom (H)Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Refrigerator Opening Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Stairs (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Stairs (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Room Window Side Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 16' Garage Door Right Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL 16' Garage Door Left Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Drop Front Porch (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Front Door (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Sport Court (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Rec (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Rec Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Game (H)Passed 4 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Sport Court Door Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL 19866 Hexham Way, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 1 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •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"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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 (PLF)0 to 5' 6"N/A 100.0 -Wall - Gable 2 - Uniform (PSF)0 to 5' 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 4/3/2020. 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 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 2 / 22 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). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 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"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 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 4/3/2020. 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) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 3 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4145 @ 1 1/2"7613 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2816 @ 1' 1/2"7902 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6227 @ 3' 3"11985 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.089 @ 3' 3"0.208 Passed (L/844)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.141 @ 3' 3"0.313 Passed (L/533)--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). •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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.63"1529 2616 4145 None 2 - Trimmer - SPF 3.00"3.00"1.63"1529 2616 4145 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 6"23'20.0 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 4/3/2020. 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 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 4 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3912 @ 3' 9 3/4"5738 (4.50")Passed (68%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)1608 @ 4' 9 1/4"2498 Passed (64%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1433 @ 3' 9 3/4"3431 Passed (42%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.006 @ 5' 8 7/16"0.129 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.008 @ 9' 8 1/4"0.191 Passed (L/999+)--1.0 D + 1.0 L (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). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"379 557/-144 95 1031/- 144 None 2 - Trimmer - SPF 4.50"4.50"3.07"1673 2239 433 4345 None 3 - Trimmer - SPF 4.50"4.50"2.72"1204 2268 138 3610 None 4 - Trimmer - SPF 1.50"1.50"1.50"406 748/-125 62 1216/- 125 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 5'8'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)5' to 11' 6"11'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 11' 6"1'20.0 -35.0 Snow - Main 5 - Point (lb)3'N/A 459 -289 Linked from: Bedroom #2 Window, Support 2 6 - Point (lb)5'N/A 300 800 -Floor Girder 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 4/3/2020. 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 Room Window Rear 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 5 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6332 @ 4"20934 (5.50")Passed (30%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5045 @ 1' 7 1/2"13965 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)23259 @ 8'36387 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.316 @ 8'0.383 Passed (L/583)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.446 @ 8'0.767 Passed (L/412)--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). •Top Edge Bracing (Lu): Top compression edge must be braced at 13' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 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 5.50"5.50"1.66"1852 4480 6332 None 2 - Trimmer - SPF 5.50"5.50"1.66"1852 4480 6332 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16'N/A 21.5 -- 1 - Uniform (PSF)0 to 16' (Front)14'15.0 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 4/3/2020. 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 Dining (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 6 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1150 @ 0 1913 (1.50")Passed (60%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)974 @ 2' 10 1/4"2872 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)1307 @ 1' 9"3946 Passed (33%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.004 @ 9' 8 7/16"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.010 @ 1' 9 1/4"0.191 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"738 206/-24 343 1287/- 24 None 2 - Trimmer - SPF 4.50"4.50"1.50"1011 553 326 1890 None 3 - Trimmer - SPF 4.50"4.50"1.50"1011 553 326 1890 None 4 - Trimmer - SPF 1.50"1.50"1.50"738 206/-24 343 1287/- 24 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 11' 6"3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper Level 3 - Point (lb)1' 9"N/A 710 -446 Linked from: Owner's Suite Window, Support 1 4 - Point (lb)9' 9"N/A 710 -446 Linked from: Owner's Suite Window, Support 2 5 - Uniform (PLF)0 to 1' 9"N/A 100.0 --Wall - Gable 6 - Uniform (PLF)9' 9" to 11' 6"N/A 100.0 --Wall - Gable 7 - Uniform (PSF)0 to 1' 9"3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)9' 9" to 11' 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 4/3/2020. 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 Room Window Rear 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 7 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2089 @ 0 2869 (1.50")Passed (73%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1340 @ 10 3/4"3746 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2611 @ 2' 6"5147 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.020 @ 2' 6"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.028 @ 2' 6"0.250 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 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 Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"589 1500 2089 None 2 - Trimmer - SPF 1.50"1.50"1.50"589 1500 2089 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5'N/A 10.6 -- 1 - Uniform (PSF)0 to 5' (Front)15'15.0 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 4/3/2020. 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 Mudroom (H) 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 8 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1774 @ 0 1913 (1.50")Passed (93%)--1.0 D + 1.0 L (All Spans) Shear (lbs)844 @ 10 3/4"2498 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1515 @ 1' 8 1/2"3431 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.011 @ 1' 8 1/2"0.171 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). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 5" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" 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 Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"492 1281 1773 None 2 - Trimmer - SPF 1.50"1.50"1.50"492 1281 1773 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 5"18' 9"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 4/3/2020. 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, Refrigerator Opening 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 9 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3368 @ 3 1/2"4725 (1.50")Passed (71%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2620 @ 1' 1"6872 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5999 @ 3' 10 1/4"10422 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.121 @ 3' 10 1/4"0.178 Passed (L/707)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.168 @ 3' 10 1/4"0.356 Passed (L/508)--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). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 3" o/c based on loads applied, unless detailed otherwise. • 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 Total Accessories 1 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹1.50"1020 2621 3641 See note ¹ 2 - Trimmer - SPF 3.00"3.00"1.50"979 2508 3487 None Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)3 1/2" to 7' 6 1/2"N/A 10.4 -- 1 - Uniform (PSF)0 to 7' 6 1/2" (Front)17'15.0 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 4/3/2020. 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 (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 10 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2943 @ 4'3806 (1.50")Passed (77%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2707 @ 3' 1"6872 Passed (39%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3695 @ 2' 8"10422 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.026 @ 2' 8"0.100 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.037 @ 2' 8"0.200 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 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 1.50"1.50"1.50"496 1234 1730 None 2 - Trimmer - SPF 1.50"1.50"1.50"836 2107 2943 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4'N/A 10.4 -- 1 - Point (lb)2' 8" (Front)N/A 1020 2621 Linked from: Flush Stairs (H), Support 1 2 - Uniform (PSF)0 to 4' (Front)3' 6"15.0 40.0 Floor - Stairs 3 - Uniform (PSF)0 to 4' (Front)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 4/3/2020. 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 (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 11 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2227 @ 0 2869 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)999 @ 10 3/4"4308 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1810 @ 1' 7 1/2"5919 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 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). •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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None 2 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 10.6 ---- 1 - Uniform (PSF)0 to 3' 3"23'20.0 -35.0 Snow - Main 2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 3"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 4/3/2020. 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 Room Window Side 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 12 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)15159 @ 3 3/4"20672 (5.25")Passed (73%)--1.0 D + 1.0 S (All Spans) Shear (lbs)14434 @ 1' 9 1/4"18354 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)40627 @ 7' 3/8"53672 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.356 @ 8' 3 1/2"0.550 Passed (L/556)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.623 @ 8' 2 3/4"0.825 Passed (L/318)--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). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' 1" 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 - PSL 5.25"5.25"3.85"7103 1246 8056 16405 None 2 - Trimmer - SPF 4.50"4.50"2.24"3454 190 5067 8711 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 17' 3/4"N/A 24.5 ---- 1 - Point (lb)2' 6"N/A 5420 1436 4865 Linked from: GT2, Support 1 2 - Uniform (PSF)0 to 2' 6"7'20.0 -35.0 Snow - Garage 3 - Uniform (PSF)2' 6" to 17' 3/4"15'20.0 -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 4/3/2020. 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 Right 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 13 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3848 @ 1 1/2"11419 (3.00")Passed (34%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3279 @ 1' 2 7/8"14817 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)15637 @ 8' 4 1/2"27519 Passed (57%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.434 @ 8' 4 1/2"0.550 Passed (L/456)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.712 @ 8' 4 1/2"0.825 Passed (L/278)--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). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 2" 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"1503 2345 3848 None 2 - Trimmer - SPF 3.00"3.00"1.50"1503 2345 3848 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 19.5 -- 1 - Uniform (PSF)0 to 16' 9"8'20.0 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 4/3/2020. 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 Left 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 14 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2213 @ 10' 4"7013 (5.50")Passed (32%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)984 @ 9' 4"2872 Passed (34%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1913 @ 10' 4"3946 Passed (48%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.042 @ 5' 6 1/2"0.447 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.062 @ 5' 5 7/8"0.596 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Top Edge Bracing (Lu): Top compression edge must be braced at 19' 4" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' 1" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"438 733 1171 Blocking 2 - Stud wall - SPF 5.50"5.50"1.74"849 1364 2213 Blocking 3 - Stud wall - SPF 5.50"5.50"1.50"229 398 627 Blocking Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' (Front)4'20.0 35.0 Snow - Porch 2 - Uniform (PSF)11' to 19' 4" (Front)3'20.0 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 4/3/2020. 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) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 15 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4631 @ 1 1/2"7613 (3.00")Passed (61%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2062 @ 1' 1/2"7902 Passed (26%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5156 @ 3' 11"11985 Passed (43%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.071 @ 3' 11"0.253 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.161 @ 3' 11"0.379 Passed (L/566)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.83"2308 627 2323 5258 None 2 - Trimmer - SPF 3.00"3.00"1.50"1568 627 1028 3223 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 10"N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' 10" (Front)4'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 7' 10" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7' 10" (Front)1' 6"20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 7' 10" (Front)6'20.0 -35.0 Snow - Main 5 - Uniform (PLF)0 to 7' 10" (Front)N/A 100.0 --Wall - Gable 6 - Point (lb)0 (Front)N/A 740 -1295 Floor Girder 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 4/3/2020. 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 Door (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 16 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2232 @ 4' 9"2232 (1.75")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1453 @ 3' 11 3/4"2872 Passed (51%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)2465 @ 2' 6 1/2"3946 Passed (62%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.015 @ 2' 6 1/2"0.110 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.031 @ 2' 6 1/2"0.221 Passed (L/999+)--1.0 D + 0.75 L + 0.75 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). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 9" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • 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 - Trimmer - SPF 5.50"5.50"2.01"1301 712 979 2992 None 2 - Hanger on 9 1/4" SPF beam 3.00"Hanger¹1.75"1257 688 946 2891 See note ¹ Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HU210-2 2.50"N/A 18-16d 10-10d Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 9"N/A 7.0 ---- 1 - Uniform (PSF)0 to 5' (Front)7'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 5' (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 5' (Front)8'20.0 -35.0 Snow - Sport 4 - Uniform (PLF)0 to 5' (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 5' (Front)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 4/3/2020. 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 Sport Court (H) 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 17 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)4373 @ 5' 4 1/2"7613 (3.00")Passed (57%)--1.0 D + 1.0 L (All Spans) [1] Shear (lbs)3811 @ 4' 5 1/2"6872 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)5410 @ 4'10422 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.048 @ 2' 10 15/16"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.083 @ 2' 11"0.262 Passed (L/761)--1.0 D + 1.0 L (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •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"1423 2023 208 3654 None 2 - Trimmer - SPF 3.00"3.00"1.72"1841 2533 320 4694 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"8'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)0 N/A 379 557/-144 95 Linked from: Great Room Window Rear, Support 1 4 - Point (lb)4'N/A 1673 2239 433 Linked from: Great 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 4/3/2020. 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 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 18 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)12664 @ 4"20934 (5.50")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5045 @ 1' 7 1/2"13965 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)23259 @ 8'36387 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.316 @ 8'0.383 Passed (L/583)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.446 @ 8'0.767 Passed (L/412)--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). •Top Edge Bracing (Lu): Top compression edge must be braced at 13' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 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 5.50"5.50"3.33"3704 8960 12664 None 2 - Trimmer - SPF 5.50"5.50"3.33"3704 8960 12664 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16'N/A 21.5 -- 1 - Uniform (PSF)0 to 16' (Front)14'15.0 40.0 Floor - Main Level 2 - Point (lb)0 (Front)N/A 1852 4480 Linked from: Flush Dining (H), Support 1 3 - Point (lb)16' (Front)N/A 1852 4480 Linked from: Flush Dining (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 4/3/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Rec (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 19 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4179 @ 1 1/2"7613 (3.00")Passed (55%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3538 @ 1' 1/2"6872 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8559 @ 4' 3"10422 Passed (82%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.169 @ 4' 3"0.275 Passed (L/587)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.319 @ 4' 3"0.412 Passed (L/311)--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). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 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"1.65"1926 2253 326 4505 None 2 - Trimmer - SPF 3.00"3.00"1.65"1926 2253 326 4505 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' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' 6"3'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)2' 3"N/A 1011 553 326 Linked from: Dining Room Window Rear, Support 2 5 - Point (lb)6' 3"N/A 1011 553 326 Linked from: Dining 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 4/3/2020. 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, Rec Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 20 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)22803 @ 3 3/4"27563 (5.25")Passed (83%)--1.0 D + 1.0 L (All Spans) Shear (lbs)15135 @ 2' 1 1/4"26600 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)85262 @ 9' 5 15/16"94325 Passed (90%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.435 @ 9' 7 1/16"0.466 Passed (L/514)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.637 @ 9' 6 15/16"0.931 Passed (L/351)--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). •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 19' 3" o/c based on loads applied, unless detailed otherwise. •Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - PSL 5.25"5.25"4.34"7139 15664 22803 None 2 - Trimmer - PSL 5.25"5.25"3.37"5473 12206 17679 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 19' 3"N/A 40.8 -- 1 - Uniform (PSF)0 to 19' 3" (Front)15'15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 14' (Front)N/A 90.0 -Wall - Main Level 3 - Point (lb)0 (Front)N/A 979 2508 Linked from: Flush Stairs (H), Support 2 4 - Point (lb)2' 2" (Front)N/A 492 1281 Linked from: Refrigerator Opening, Support 1 5 - Point (lb)5' 2" (Front)N/A 492 1281 Linked from: Refrigerator Opening, Support 2 6 - Point (lb)14' (Front)N/A 589 1500 Linked from: Flush Mudroom (H), Support 1 7 - Point (lb)19' 3" (Front)N/A 589 1500 Linked from: Flush Mudroom (H), Support 2 8 - Uniform (PSF)0 to 2' 2" (Front)18' 9"15.0 40.0 Floor - Upper Level 9 - Uniform (PSF)5' 2" to 14' (Front)18' 9"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 4/3/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Game (H) 4 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 21 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2474 @ 1 1/2"7613 (3.00")Passed (33%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2019 @ 1' 1/2"6318 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7076 @ 4' 3"11775 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.107 @ 4' 7 11/16"0.308 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.239 @ 4' 7 7/8"0.463 Passed (L/464)--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). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 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"1387 908 542 2837 None 2 - Trimmer - SPF 3.00"3.00"1.50"1210 734 437 2381 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 9.7 ---- 1 - Point (lb)4' 3"N/A 1301 712 979 Linked from: Flush Sport Court (H), Support 1 2 - Uniform (PSF)0 to 9' 6"1'15.0 40.0 -Floor - Main Level 3 - Uniform (PLF)0 to 9' 6"N/A 90.0 --Wall - Main Level 4 - Uniform (PSF)0 to 4' 3"2'15.0 40.0 -Floor - Upper Level 5 - Uniform (PSF)4' 3" to 9' 6"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 4/3/2020. 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, Sport Court Door 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/28/2020 3:49:29 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 19866 Hexham Way, Lakeville, MN Topaz - Maverick 19866 Hexham Way, Lakeville, MN 4/27/2020; #24085 Page 22 / 22 05/11/2020 X KP