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Home My WebLink AboutLA168648 8052 201st St W Permit Pack4th Add RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.VINYL BOARD & BATTEN CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONT TYP.8:1212104:126" BUMP-OUT GABLE END W/ VINYL BOARD & BATTEN ADDRESS STONE 4:12SEE DETAIL12108:128:12(3) 6"x6"x30" CORBELS 6" BUMP-OUT GABLE END W/ VINYL BOARD & BATTEN 1210VINYLLAP SIDING2521288" SMARTSIDEFRIEZE BD.3' - 6"3' - 7 7/8"6:1210:1210:121241288:12MAIN FLOOR1' -8 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8:12126OWNER'S SUITE PLATE21' -7 1/4"OWNER'S SUITE FLOOR13' -6 1/8"GREAT RM. PLATE11' -9 3/8"10' - 1 1/8"8' - 1 1/8"10:126:1210:12128THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE 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 55337PH (952)-953-4000ONETENTENHOMES.COM4/25/2019 4:19:23 PMTHE NORD RESIDENCEL4, B4 -BERRES RIDGE 3rd ADD'N8052 201st STREET WEST -LAKEVILLE, MN 550441OTT02253.27.19 CB16111459117142414.2.19 CB4.25.19 CB4.25.19 CB3.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE RILEY1/4" = 1'-0"11FRONT ELEVATION1/8" = 1'-0"12LEFT ELEVATION1/8" = 1'-0"13REAR ELEVATION1/8" = 1'-0"14RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/14/2019dmathews 19' - 10"3' - 10"2' - 0"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"1' - 10 1/2"8' - 3" M.O.2' - 4 1/2"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION12' - 7 1/4"3' - 10 3/4"3' - 10 3/4"17' - 9 1/4"7' - 6 3/4"7' - 10 1/4"3' - 11":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.14' - 0"16' - 0"19' - 0"2' - 0"49' - 0"4' - 0"12' - 0"38' - 2"5' - 10"2' - 0"7' - 10"50' - 2"19' - 4"20' - 0"12' - 6"32' - 6"18' - 6"4' - 0"2' - 0"26' - 6"17' - 6"12' - 0"28' - 6"29' - 6"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATIONSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE4' - 0"5' - 10"2' - 2"58' - 0"9' - 0"10' - 6"9' - 9 1/4"16' - 8 3/4"3' - 11 1/4"15' - 10 3/4"55' - 0"18' - 4"55' - 0"29' - 8":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.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.58' - 0"SLEEVE FOR FLOOR DRAIN 42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.2x6 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 FOOTINGS6 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 EDGES18" TOP CHORDBEARING FLOOR TRUSSES,SPACING PER MFG.3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM 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 SEALERTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE 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 55337PH (952)-953-4000ONETENTENHOMES.COM4/25/2019 4:19:24 PMTHE NORD RESIDENCEL4, B4 -BERRES RIDGE 3rd ADD'N8052 201st STREET WEST -LAKEVILLE, MN 550442OTT02253.27.19 CB16111459117142414.2.19 CB4.25.19 CB4.25.19 CB3.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE RILEY1/4" = 1'-0"21FOUNDATION PLAN3" 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:1/2" = 1'-0"22BEARING WALL SECTION1/2" = 1'-0"23TYP. POURED WALKOUT SECTION1/2" = 1'-0"24TYP. POURED LOOKOUT SECTION1/2" = 1'-0"25TYP. HOUSE/STOOP WALL1/2" = 1'-0"26TYP. HOUSE/GARAGE WALL UP 16RUNEXCAVATED18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGUNEXCAVATEDSET ON 3X SILL3-14" LVL DROPPED 8"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB2x62/4 x 6/82/8 x 6/85/0 x 6/816" SH.2/8 x 6/82/6 x 6/8R & SH.5/0 x 6/86/0 x 6/8SLIDER4' VANITY -TALL9' - 0"5' - 10"4' - 6"MECHANICALBATHVINYL.BEDROOM #4CARPET.FAMILY ROOMCARPET.GAME ROOMLAMINATE.FURNACETANKLESSW. H.F. D.SUMPAIR EX.3' - 4"4' - 4"11' - 4"(5)7' - 1 3/4"2' - 0"13' - 10 1/4"15' - 2"0' - 4"16' - 6"21' - 8"2' - 0"5' - 10"38' - 2"12' - 0"7' - 10"50' - 2"19' - 4"CAN'T JOIST2' - 0"3' - 10"19' - 10"28' - 6"29' - 6"9' - 0"10' - 6"32' - 6"18' - 6"4' - 0"58' - 0"7' - 9"6' - 3"8' - 0"8' - 0"11' - 6"7' - 6"14' - 0"16' - 0"19' - 0"2' - 0"49' - 0"4' - 0"33101082x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3-9 1/2" LSL W/3 TRIMMERS EA. SIDE2-9 1/2" LSL2 TRIMMERS EA. SIDE 2-2x103-2x62-2x104-2x6B.W.P.3' - 9"B.W.P.2' - 3"5' - 9"6' - 3"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING3-2x10B.W.P.4' - 0"B.W.P.5' - 0"5' - 9"6' - 3"3' - 8"9' - 4"12' - 10"3' - 8"3' - 8"18' - 0"2-2x10CO DET.SMOKEDET.SMOKEDET.2-2x6 2-2x6 2' - 2"2-2x102-2x104' - 0"2' - 0"26' - 6"17' - 6"12' - 0"20' - 0"12' - 6"1' - 0"W.S.5' TUB/SHWR18' - 4"55' - 0"29' - 8"58' - 0"THREE ZONE HEATINGW/ MECHANICAL DAMPER55' - 0"4-2x63-2x6 WATCH 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 INSULATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE 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 55337PH (952)-953-4000ONETENTENHOMES.COM4/25/2019 4:19:24 PMTHE NORD RESIDENCEL4, B4 -BERRES RIDGE 3rd ADD'N8052 201st STREET WEST -LAKEVILLE, MN 550443OTT02253.27.19 CB16111459117142414.2.19 CB4.25.19 CB4.25.19 CB3.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE RILEY1/4" = 1'-0"31LOWER FLOOR PLANWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 4 2424 AWN FIXED 2' - 0" 2' - 0"3 WINDSOR NEXT DIMENSION 2 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2442 SH 2' - 0" 3' - 6"6 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"8 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0"1' - 8 1/4"9 WINDSOR NEXT DIMENSION 3 3030 AWN FIXED 2' - 6" 2' - 6"6' - 10"10 WINDSOR NEXT DIMENSION 2 6042 SL 5' - 0" 3' - 6" 6' - 10"11 WINDSOR NEXT DIMENSION 1 3624 PIC 3' - 0" 2' - 0" 6' - 10" OBSCURE GLASS12 WINDSOR NEXT DIMENSION 6 3660 SH 3' - 0" 5' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 12" TRANSOM / 7260 SL 6' - 0" 6' - 0" 8' - 0"14 WINDSOR NEXT DIMENSION 1 12" TRANSOM / 24-48-2460 SL8' - 0" 6' - 0" 8' - 0"15 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 13' - 6"3/8" = 1'-0"32TYP. POURED WALL SECTIONCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESFANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DN 3RUP 17RDN 16RDN 2R12' - 0"38' - 0"6' - 0"2' - 0"4' - 0"49' - 0"2' - 0"FARM SINKDWPORCHCONCRETE.4' - 0"18' - 6"32' - 6"2' - 6"8' - 0"2' - 0"2' - 0"16' - 0"2' - 0"1' - 0"4" REINFORCED CONCRETE SLAB,SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR PLATER-38 MIN INSULATION IN FLOOR ABOVE 8' x 9'INSULATEDO.H.GARAGEDOOR20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING8' - 0"50' - 0"19' - 0"16' - 0"14' - 0"GARAGEOVEN /MICRO@ 7' -10" H.H.ABOVE LANDINGGAS F.P.20" FLOOR TRUSSESPER MFG. SPACING3' - 0"27' - 0"EQEQFULL HEIGHTRAILING W/PAINTED SPINDLES 18' - 0"3' - 8"3' - 8"12' - 8"MANTLE HGT.STAINED BUILT-INW/ DOORSSEE COLUMN DETAIL55' - 0"2' - 0"4' - 0"17' - 0"3' - 0"2/8 x 6/8FIRE RATEDLOCKERS.3/0 x 6/8ARCH4' - 11"4' - 0"4' - 0"9' - 0"3' - 6"CLOSETVINYL.POWDERVINYL.MUDROOMVINYL.2/4 x 6/812"TRANSOM /6/0 x 6/8SLIDER 242" PANTRY36" REF36" GASCOOKTOPW/ HOOD42" TALL WALLW/ WOOD CAPDININGLAMINATE.2' - 0"STONE TO CEILING3/0 x 6/8 W/2-12" D.S.S.L.'S2' - 0"9" HEAT DUCT7' - 10"0' - 10"5' - 10"4' - 6"GREAT ROOMCARPET10'-1 1/8" PLATE HEIGHT20" FLOOR TRUSSESPER MFG. SPACING5' - 6"5' - 6"7' - 0"4' - 11"6' - 3"PED. SINKGIRDER TRUSSMFG. ROOF TRUSSES@ 24" O.C.WHITE PAINTED CABINETS & TILE BACKSPLASHKITCHENLAMINATE.CARPETWOODGIRDER TRUSS5' - 9"3' - 9"4' - 6"2' - 10"5' - 0"11' - 2"OFFICECARPET.FOYERLAMINATE.2/6 x 6/8R & SH.4' - 0"9' - 3"5' - 9"19' - 0"7' - 6"19' - 6"2' - 0"26' - 6"29' - 6"9' - 7"8' - 5"8' - 0"8' - 0"9' - 6"9' - 6"0' - 8" TYP.3' - 6"11' - 0"7' - 2"16' - 4"12513777142215B.W.P.5' - 0"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"B.W.P.3' - 6"5' - 9"6' - 3"B.W.P.3' - 6"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.3' - 0"4' - 0" B.W.P.B.W.P.2' - 6"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"3-2x63-2x63-18" LVL FLUSH3-2x102-2x123-9 1/2" LSL2-2x103-9 1/2" LSL2-TRIMMERS2-TRIMMERS5'-0" COUNTER HGT.BUFFET W/ TILW BACKSPLASH2' - 1 3/4"PFH BRACED WALL PANEL 3-16" LVL FLUSHRECYCLE B.W.P.5' - 0"SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.20' - 0"12' - 6"8' - 0"10' - 6"0' - 10"7' - 4"0' - 10"13' - 8"0' - 10"0' - 10"6' - 4"0' - 10"WALL ABOVE BEARING ON FLOOR TRUSSESB.W.P.4' - 0"4-TRIMMERSRECESSEDMANTLE HGT.STAINED BUILT-INW/ DOORSPFH BRACED WALL PANEL MONO GIRDERMFG. ROOF TRUSSES@ 24" O.C.2-2x102-9 1/2" LVL2-9 1/2" LSL2-TRIMMERSEA. SIDE2-2x10 12" RAISED HEARTH12"x12" GYP.BD. SOFFIT2/4 x 6/8R & SH @ 68"R & SH @ 42" & 84"MICRO 9"x4' ISLANDW/ 6" LEGS12" FLUSH S.B.INSULATE ENTIRE GARAGE/CEILING 16' x 9'INSULATEDO.H.GARAGEDOOR58' - 0"2-TRIMMERSEA. SIDE2-2x102-2x1012" TRAMSOMTHROUGH DRAIN5/0 x 6/8FULL VIEW W/GRIDS4' - 0"2' - 0"0' - 6" TYP.17' - 6"12' - 0"5' - 9"6' - 3"58' - 0"ROUGH-IN GARAGE HEATER55' - 0"STEP IN FLOOR ABOVE32" FLOOR TRUSSESPER MFG. SPACINGL.T.R.O. WATERSYSTEM10'-1 1/8" CEILING9'-1 1/8" CEILING18' - 0"122-2x102-2x102-2x10HU41011-11 7/8" LSL5x5 PSL2-2x104-2x6 PSL5x5 PSL2-2x102-2x104-2x64-2x63-2x68' -0" H.H.8' -0" H.H.6' -10" H.H.ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS1/4" = 1'-0"41MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE 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 55337PH (952)-953-4000ONETENTENHOMES.COM4/25/2019 4:19:25 PMTHE NORD RESIDENCEL4, B4 -BERRES RIDGE 3rd ADD'N8052 201st STREET WEST -LAKEVILLE, MN 550444OTT02253.27.19 CB16111459117142414.2.19 CB4.25.19 CB4.25.19 CB3.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE RILEYWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 4 2424 AWN FIXED 2' - 0" 2' - 0"3 WINDSOR NEXT DIMENSION 2 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2442 SH 2' - 0" 3' - 6"6 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"8 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0"1' - 8 1/4"9 WINDSOR NEXT DIMENSION 3 3030 AWN FIXED 2' - 6" 2' - 6"6' - 10"10 WINDSOR NEXT DIMENSION 2 6042 SL 5' - 0" 3' - 6" 6' - 10"11 WINDSOR NEXT DIMENSION 1 3624 PIC 3' - 0" 2' - 0" 6' - 10" OBSCURE GLASS12 WINDSOR NEXT DIMENSION 6 3660 SH 3' - 0" 5' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 12" TRANSOM / 7260 SL 6' - 0" 6' - 0" 8' - 0"14 WINDSOR NEXT DIMENSION 1 12" TRANSOM / 24-48-2460 SL8' - 0" 6' - 0" 8' - 0"15 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 13' - 6"1/2" = 1'-0"42GARAGE CEILINGCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.2TEMPER glass ifwithin 36" of landing.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. DN 17RDN 2RCO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.EN SUITEL.V.T..OWNER'SSUITECARPET12" BOX VAULTBEDROOM #3CARPET.HALLBEDROOM #4CARPET.KNEE WALL W/ PAINTED SPINDLES 12' - 8"3' - 8"3' - 8"18' - 0"1' - 0"15' - 0"18' - 0"16' - 4"21' - 8"30' - 8"5' - 10"4' - 6"2/6 x 6/8PKTBEDROOM #2CARPET.2/8 x 6/8ATTICACCESS2/4 x 6/8PKTR & SH @ 68"9'-0" VANITYMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.10' - 3"3' - 9"6' - 4"4' - 2"3' - 11"5' - 7"15' - 0"5' - 0"9' - 4"3' - 8"7' - 3"15' - 2 7/8"19' - 0 1/8"7' - 6"649' - 0"10' - 0"9' - 0"4' - 0"9' - 3"5' - 9"3' - 0"19' - 0"2-9 1/2" LSLB.W.P.4' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 9"B.W.P.3' - 0"B.W.P.3' - 4"B.W.P.4' - 0"B.W.P.4' - 0"4' - 0"34' - 0"2/6 x 6/8TYP.2' - 0"3'-6" VANITY -TALL2/6 x 6/82/8 x 6/86' - 4"6' - 3"3' - 0"2' - 5"SEATCONTROLS SHELFTILE SHOWER R & SH @ 42" & 84"R & SH @ 42" & 84"2/4 x 6/8CLOSETCARPET.48" TALL WALL W/GLASS PANEL2/4 x 6/8HOOK WALL R & SH @ 68"5-SHELVESCLOSETCARPET.LAUNDRYVINYL.BATHVINYL.2/4 x 6/816" SH.9" SH.(5)2/4 x 6/85'-9" VANITY -TALLLINEN0' - 6" TYP.5' TUB/SHWR2x6CLOSETCARPET.BATHVINYL.6' - 0"7' - 0"3' - 11 1/2"5' - 4 1/2"2' - 3"6' - 1"10' - 4"3' - 10"6' - 2"6' - 0"8' - 0"22' - 0"19' - 0"6' - 0"4' - 0"2' - 8"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.121299121291449' - 0"38' - 0"38' - 0"STORAGECARPET.2-2x102-2x10 2-2x6 EA. SIDE 112-2x10 GIRDER TRUSS2/6 x 6/82/4 x 6/8PKT2/4 x 6/8PKT2/4 x 6/8PKT2x65' TUB/SHWR2/4 x 6/8R & SH @ 68"6' - 0"R & SH @ 68"2/4 x 6/8WASHERDRYERL.T.CLOSETPAINTED -WHITE18" TOWER1' - 6"2' - 6"2-2x102-2x103-2x63-2x62-2x104-2x61' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VEIW1' - 5"0' - 9 1/2"FRAMING4x4 POSTFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL4:128:126:128:128:126:1210:12STANDARD ENERGY HEELS @ 8:12 W/10:12 TO MATCH 18" OVERHANGS & 12" RAKES TYP. STANDARD ENERGY HEELS @ 4:12 W/ 10:12 TO MATCH 10:128:124:1210:1210:128:128:1210:1210:12RAISED HEELTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE 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 55337PH (952)-953-4000ONETENTENHOMES.COM4/25/2019 4:19:26 PMTHE NORD RESIDENCEL4, B4 -BERRES RIDGE 3rd ADD'N8052 201st STREET WEST -LAKEVILLE, MN 550445OTT02253.27.19 CB16111459117142414.2.19 CB4.25.19 CB4.25.19 CB3.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"THE RILEY1/4" = 1'-0"51UPPER FLOOR PLANWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 4 2424 AWN FIXED 2' - 0" 2' - 0"3 WINDSOR NEXT DIMENSION 2 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2442 SH 2' - 0" 3' - 6"6 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"8 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0"1' - 8 1/4"9 WINDSOR NEXT DIMENSION 3 3030 AWN FIXED 2' - 6" 2' - 6"6' - 10"10 WINDSOR NEXT DIMENSION 2 6042 SL 5' - 0" 3' - 6" 6' - 10"11 WINDSOR NEXT DIMENSION 1 3624 PIC 3' - 0" 2' - 0" 6' - 10" OBSCURE GLASS12 WINDSOR NEXT DIMENSION 6 3660 SH 3' - 0" 5' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 12" TRANSOM / 7260 SL 6' - 0" 6' - 0" 8' - 0"14 WINDSOR NEXT DIMENSION 1 12" TRANSOM / 24-48-2460 SL8' - 0" 6' - 0" 8' - 0"15 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 13' - 6"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES1/2" = 1'-0"52TYP COLUMN DETAIL3/8" = 1'-0"53METHOD PFH -PORTAL FRAME WITH HOLD-DOWNS1/8" = 1'-0"54ROOF PLANTEMPER if glasswithin 60" of floor3.752.52.5Braced wall panels permaster plan, panels neededper MN Residential Code-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 01: Upper Level Member Name Results Current Solution Comments Bedroom #2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #4 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 WIC Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Main Level Member Name Results Current Solution Comments Dining Room Window Rear Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Window Rear Passed 3 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Office Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Entry Door Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Beam over Front Porch (H)Passed 2 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Drop Beam over Front Porch (V)Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 8' Garage Door Opening Passed 2 Piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 16' Garage Door Opening Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Beam over Stairs/Great Room (H)Passed 3 Piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Flush Beam over Garage (V)Passed 3 Piece(s) 1 3/4" x 18" 2.0E Microllam® LVL Mudroom Entry Door Passed 3 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 03: Lower Level Member Name Results Current Solution Comments Family Room Window Passed 3 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Games Room Window Rear Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 Window Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Hallway Opening Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Family Room (H)Passed 3 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL 8052 201st Street W, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 1 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"638 1082 1720 None 2 - Trimmer - SPF 3.00"3.00"1.50"691 1175 1866 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1866 @ 5' 4 1/2"3825 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1129 @ 4' 5 3/4"2872 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2206 @ 2' 9 3/4"3946 Passed (56%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.025 @ 2' 9 3/16"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.040 @ 2' 9 3/16"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #2 WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 3' 6"11'20.0 35.0 Snow - Main 2 - Uniform (PSF)3' 6" to 5' 6"13'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 2 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"434 739 1173 None 2 - Trimmer - SPF 1.50"1.50"1.50"434 739 1173 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1173 @ 0 1913 (1.50")Passed (61%)--1.0 D + 1.0 S (All Spans) Shear (lbs)526 @ 10 3/4"2872 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)953 @ 1' 7 1/2"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.007 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owner's Bath WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"13'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 3 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.95"1829 3124 4953 None 2 - Trimmer - SPF 3.00"3.00"1.95"1829 3124 4953 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4953 @ 1 1/2"7613 (3.00")Passed (65%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3739 @ 1' 1/2"7902 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9915 @ 4' 3"11985 Passed (83%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.226 @ 4' 3"0.275 Passed (L/439)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.358 @ 4' 3"0.412 Passed (L/277)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Upper Level, Owner's Suite WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 1 - Uniform (PSF)0 to 8' 6"21'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 4 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"530 989 1519 None 2 - Trimmer - SPF 4.50"4.50"3.77"1768 3043 4811 None 3 - Trimmer - SPF 1.50"1.50"1.50"530 989 1519 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4812 @ 3' 3 3/4"5738 (4.50")Passed (84%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1292 @ 4' 3 1/4"2872 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-1594 @ 3' 3 3/4"3946 Passed (40%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 5' 1 1/16"0.110 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.006 @ 1' 6 3/16"0.166 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #4 WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 7.0 1 - Uniform (PSF)0 to 6' 7 1/2"21'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 5 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"587 1011 1598 None 2 - Trimmer - SPF 1.50"1.50"1.50"587 1011 1598 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1598 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 S (All Spans) Shear (lbs)557 @ 10 3/4"2872 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1098 @ 1' 4 1/2"3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #4 WIC WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 1 - Uniform (PSF)0 to 2' 9"21'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 6 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"176 123 299 None 2 - Trimmer - SPF 4.50"4.50"1.50"581 380 961 None 3 - Trimmer - SPF 6.00"6.00"1.50"574 384 958 None 4 - Trimmer - SPF 4.50"4.50"1.50"581 380 961 None 5 - Trimmer - SPF 1.50"1.50"1.50"176 123 299 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)961 @ 2' 9 3/4"5738 (4.50")Passed (17%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)220 @ 1' 10 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-281 @ 6' 3"3946 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.000 @ 4' 6 9/16"0.115 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.001 @ 1' 2 3/16"0.141 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 12' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #3 WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 6"N/A 7.0 1 - Uniform (PSF)0 to 12' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PLF)0 to 12' 6"N/A 100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 7 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing 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 All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual 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 2012 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dining Room Window RearMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)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 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 8 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1083 643/-81 1265 2991/-81 None 2 - Trimmer - SPF 8.00"8.00"2.36"3931 1747 4995 10673 None 3 - Trimmer - SPF 8.00"8.00"1.50"875 1747 -275 2622/-275 None 4 - Trimmer - SPF 1.50"1.50"1.50"388 643/-81 49 1080/-81 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2515 @ 0 5709 (1.50")Passed (44%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)1734 @ 2' 10"11854 Passed (15%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)2148 @ 1' 8 1/2"17977 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.010 @ 1' 10 7/8"0.132 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.018 @ 1' 10 11/16"0.198 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 12' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 1" o/c unless detailed otherwise. Main Level, Great Room Window RearMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 1"N/A 15.6 1 - Uniform (PSF)0 to 12' 1"9'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 12' 1"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 4'21'20.0 -35.0 Snow - Main 4 - Point (lb)4'N/A 1829 -3124 Linked from: Owner's Suite Window, Support 1 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 9 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.57"860 384/-51 1146 2390/-51 None 2 - Trimmer - SPF 6.00"6.00"4.91"2768 1013 3486 7267 None 3 - Trimmer - SPF 3.00"3.00"1.57"860 384/-51 1146 2390/-51 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6254 @ 3' 6"7650 (6.00")Passed (82%)--1.0 D + 1.0 S (All Spans) Shear (lbs)519 @ 4' 6 1/4"2498 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-679 @ 3' 6"3431 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 1' 8 13/16"0.112 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.003 @ 1' 8 1/4"0.169 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Office WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7'N/A 7.0 1 - Uniform (PSF)0 to 7'6'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 7'N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7'3'20.0 -35.0 Snow - Porch 4 - Point (lb)0 N/A 530 -989 Linked from: Bedroom #3 Window, Support 1 5 - Point (lb)3' 6"N/A 1768 -3043 Linked from: Bedroom #3 Window, Support 2 6 - Point (lb)7'N/A 530 -989 Linked from: Bedroom #3 Window, Support 3 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 10 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1240 733 1381 3354 None 2 - Trimmer - SPF 3.00"3.00"1.50"1240 733 1381 3354 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2826 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)768 @ 1' 1/4"4308 Passed (18%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1153 @ 1' 10"5147 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 1' 10"0.114 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.007 @ 1' 10"0.171 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Foyer Entry DoorMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 8"N/A 10.6 1 - Uniform (PSF)0 to 3' 8"10'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 8"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 8"1'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 5"21'20.0 -35.0 Snow - Main 5 - Uniform (PSF)3' 3" to 3' 8"21'20.0 -35.0 Snow - Main 6 - Point (lb)5"N/A 587 -1011 Linked from: Bedroom #3 WIC Window, Support 1 7 - Point (lb)3' 3"N/A 587 -1011 Linked from: Bedroom #3 WIC Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 11 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹1.50"790 1265 2055 See note ¹ 2 - Column - SPF 5.50"5.50"1.50"798 1272 2070 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1975 @ 3 1/2"3938 (1.50")Passed (50%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1750 @ 1' 1"7265 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6851 @ 7' 2 3/4"13541 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.306 @ 7' 2 3/4"0.463 Passed (L/543)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.498 @ 7' 2 3/4"0.694 Passed (L/334)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' 3" o/c unless detailed otherwise. Main Level, Drop Beam over Front Porch (H)MEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger HU410 2.50"N/A 14-10d 6-10d None 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)3 1/2" to 14' 6"N/A 9.7 1 - Uniform (PSF)0 to 14' 6" (Front)5'20.0 35.0 Snow - Porch Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 12 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SPF 5.50"5.50"1.50"1088 1741 2829 None 2 - Stud wall - SPF 5.50"5.50"1.50"625 994 1619 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2829 @ 4"13956 (5.50")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2404 @ 1' 3"7902 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4069 @ 2' 3 15/16"11985 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.070 @ 3' 9 9/16"0.244 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 3' 9 9/16"0.367 Passed (L/772)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. Main Level, Drop Beam over Front Porch (V)MEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 1 - Uniform (PSF)0 to 2' (Front)6'20.0 35.0 Snow - Porch 2 - Uniform (PSF)2' to 8' (Front)5'20.0 35.0 Snow - Porch 3 - Point (lb)2' (Front)N/A 790 1265 Linked from: Drop Beam over Front Porch (H), Support 1 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 13 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"475 766 1241 None 2 - Trimmer - SPF 3.00"3.00"1.50"475 766 1241 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1241 @ 1 1/2"3825 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)904 @ 1' 2 1/4"3493 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2561 @ 4' 4 1/2"5306 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.041 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.067 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, 8' Garage Door OpeningMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 1 - Uniform (PSF)0 to 8' 9"5'20.0 35.0 Snow - Garage Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 14 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise. Main Level, 16' Garage Door OpeningMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 15 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 4.50"4.50"2.17"2397 5853 8250 None 2 - Trimmer - SPF 4.50"4.50"1.79"2005 4807 6812 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8250 @ 3"17128 (4.50")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)6611 @ 1' 8 1/2"15960 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)32154 @ 8' 7/8"46671 Passed (69%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.321 @ 8' 2 1/4"0.400 Passed (L/598)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.453 @ 8' 2 1/4"0.800 Passed (L/424)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 10' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 6" o/c unless detailed otherwise. Main Level, Flush Beam over Stairs/Great Room (H)MEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16' 6"N/A 24.5 1 - Uniform (PSF)0 to 3' 6" (Front)17'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)3' 6" to 11' 6" (Front)19'15.0 40.0 Floor - Upper Level 3 - Uniform (PSF)11' 6" to 16' 6" (Front)9'15.0 40.0 Floor - Upper Level 4 - Point (lb)11' 6" (Front)N/A 150 400 Floor - Stairs Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 16 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 1 3/4" x 18" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 18" SYP beam 4.50"Hanger¹2.67"4751 344 6129 11224 See note ¹ 2 - Beam - LSL 3.50"3.50"3.26"5836 336 7005 13177 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10494 @ 4 1/2"10494 (2.67")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)11752 @ 15' 2 1/2"20648 Passed (57%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)52063 @ 10' 3 9/16"66849 Passed (78%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.313 @ 8' 10 1/2"0.411 Passed (L/630)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.557 @ 8' 10 9/16"0.823 Passed (L/354)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 8" o/c unless detailed otherwise. Main Level, Flush Beam over Garage (V)MEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)4 1/2" to 17'N/A 27.6 1 - Uniform (PSF)0 to 17' (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 17' (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)12' 6" to 17' (Front)N/A 100.0 --Wall - Gable 4 - Uniform (PSF)0 to 17' (Front)4'20.0 -35.0 Snow - Garage 5 - Uniform (PSF)0 to 12' 6" (Front)13'20.0 -35.0 Snow - Main 6 - Uniform (PSF)12' 6" to 17' (Front)3'20.0 -35.0 Snow - Main 7 - Point (lb)12' 6" (Front)N/A 3183 -4594 Roof Girder Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 17 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"2284 701 2493 5478 None 2 - Trimmer - SPF 6.00"6.00"3.21"5007 1472 5457 11936 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4777 @ 0 4894 (1.50")Passed (98%)--1.0 D + 1.0 S (All Spans) Shear (lbs)8636 @ 2' 2"16551 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8500 @ 2' 3"14912 Passed (57%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.027 @ 2' 3"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 3"0.154 Passed (L/732)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise. Main Level, Mudroom Entry DoorMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5 1/2"N/A 13.0 1 - Uniform (PSF)0 to 2' 3"1'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)0 to 2' 3"9'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)2' 3" to 3' 5 1/2"21' 3"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper Level 5 - Uniform (PSF)0 to 2' 3"11'20.0 -35.0 Snow - Main 6 - Point (lb)2' 3"N/A 5836 336 7005 Linked from: Flush Beam over Garage (V), Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 18 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.04"3256 4250 1759 9265 None 2 - Trimmer - SPF 3.00"3.00"2.10"3360 4250 1933 9543 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7997 @ 8' 4 1/2"11419 (3.00")Passed (70%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5750 @ 7' 5 1/2"10308 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)14381 @ 4' 2 1/8"15633 Passed (92%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.205 @ 4' 3"0.275 Passed (L/484)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.350 @ 4' 2 13/16"0.412 Passed (L/283)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 2" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Lower Level, Family Room WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 15.6 1 - Uniform (PSF)0 to 8' 6"9'15.0 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 - Uniform (PSF)0 to 8' 6"9'15.0 40.0 -Floor - Upper Level 5 - Uniform (PLF)0 to 8' 6"N/A 80.0 --Wall - Upper Level 6 - Uniform (PSF)0 to 2' 3"11'20.0 -35.0 Snow - Main 7 - Uniform (PSF)7' 3" to 8' 6"13'20.0 -35.0 Snow - Main 8 - Point (lb)2' 3"N/A 638 -1082 Linked from: Bedroom #2 Window, Support 1 9 - Point (lb)7' 3"N/A 691 -1175 Linked from: Bedroom #2 Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 19 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1520 1020 446 2986 None 2 - Trimmer - SPF 3.00"3.00"1.50"1520 1020 446 2986 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2619 @ 1 1/2"5738 (3.00")Passed (46%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1390 @ 1' 1/4"3746 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3663 @ 4' 3"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.060 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.108 @ 4' 3"0.412 Passed (L/917)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Games Room Window RearMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.6 1 - Uniform (PSF)0 to 8' 6"6'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)0 N/A 710 -446 Linked from: Dining Room Window Rear, Support 1 4 - Point (lb)8' 6"N/A 710 -446 Linked from: Dining Room Window Rear, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 20 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"960 1614 -98 2574/-98 None 2 - Trimmer - SPF 3.00"3.00"1.50"1210 2113 -177 3323/-177 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3323 @ 5' 4 1/2"7613 (3.00")Passed (44%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2703 @ 4' 5 1/2"6872 Passed (39%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5044 @ 3' 6"10422 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.050 @ 2' 10 1/16"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.078 @ 2' 10 1/16"0.262 Passed (L/805)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Lower Level, Bedroom #4 WindowMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)3' 6"N/A 875 1747 -275 Linked from: Great Room Window Rear, Support 3 Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 21 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.49"878 2296 3174 None 2 - Trimmer - SPF 3.00"3.00"2.49"878 2296 3174 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3174 @ 1 1/2"3825 (3.00")Passed (83%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1833 @ 1' 1/4"2498 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3449 @ 2' 5"3431 Passed (100%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.034 @ 2' 5"0.153 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.047 @ 2' 5"0.229 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 10" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Hallway OpeningMEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 10"N/A 7.0 1 - Uniform (PSF)0 to 4' 10"23' 9"15.0 40.0 Floor - Main Level Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 22 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.78"1972 4800 6772 None 2 - Trimmer - SPF 3.00"3.00"1.78"1972 4800 6772 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6772 @ 1 1/2"11419 (3.00")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5572 @ 1' 5"13965 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)26246 @ 8'36387 Passed (72%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.375 @ 8'0.394 Passed (L/504)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.529 @ 8'0.788 Passed (L/357)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' o/c unless detailed otherwise. Lower Level, Flush Beam over Family Room (H)MEMBER REPORT PASSED 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 technical 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 4/2/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16'N/A 21.5 1 - Uniform (PSF)0 to 16' (Front)15'15.0 40.0 Floor - Main Level Forte v5.4, Design Engine: V7.1.1.3 4/24/2019 3:36:29 PM Page 23 of 27 8052 201st Street W, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz - The Riley 8052 201st Street W, Lakeville, MN 4/24/2019; #23472 05/01/19XKP