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Home My WebLink AboutLA177699 - 7727 204th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 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"128GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAIL7:126" SMARTSIDE FRIEZE BOARD VINYL SIDING & CORNERS TYP.4" SMARTSIDE TRIM@ WINDOWS & DOORS FRONT TYP.7:121286" BUMPED OUT LOUVER W/ CORBELS 6" SMARTSIDE STORYBOARD7:12ADDRESS STONETHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:34 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-201OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XL1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-202 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 WINDOW SCHEDULE/ DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode02/27/2020dmathews 1278:128:124:128:1224" RETURN TYP.ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.1281287:121248:128:121278:1224" RETURN TYP.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:35 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-202OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XL1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit. 7' - 10"18' - 6"30' - 6"0' - 2"20' - 6"10' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-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.49' - 0"0' - 2"27' - 8"2' - 0"22' - 4"2' - 0"20' - 6"21' - 6"6' - 0"17' - 0"15' - 0"15' - 0"47' - 0"2' - 0"6' - 0"7' - 10"30' - 2"6' - 0"13' - 10"36' - 2"50' - 0"0' - 4"22' - 6"27' - 6"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY19' - 4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY50' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"6' - 8 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 9 1/4"11' - 10 3/4"9' - 1 1/4"10' - 2 3/4"49' - 0"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 2 3/4"19' - 11 3/4"5' - 9 1/2"8' - 3 3/4"4' - 8 1/4"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.10' - 2 3/4"19' - 5 1/4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:35 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-401OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XL1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDMECHANICAL /STORAGE7' - 10"20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"6' - 0"30' - 2"7' - 10"6' - 0"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"50' - 0"50' - 0"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"10' - 0"5' - 0"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB47' - 0"2' - 0"0' - 4"49' - 0"7' - 1 1/2"8' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.2136' - 0"15' - 9"6' - 7"48" F.G. SHWR6'-6" VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 36' - 2"13' - 10"949' - 0"22' - 4"2' - 0"20' - 6"21' - 6"6' - 0"22' - 6"27' - 6"19' - 4"27' - 8"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL W/ 2 TRIMMERS 2-2x104-2X64-2X65x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4 1/2"8' - 3" M.O.1' - 4 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x104' - 2"1' - 8"6' - 0"7' - 6"2' - 6"9' - 4"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.4' - 0"2-2x104' - 4"11' - 5"626681718" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESMOKEDET.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:36 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-402OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XL1/4" = 1'-0"A-4021LOWER FLOOR PLANCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESFANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DN 3RDN 3RDN 16RUP 17R36' - 0"14' - 0"47' - 0"2' - 0"36" REFSINKDWPORCH20' - 6"10' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE50' - 0"17' - 0"15' - 0"15' - 0"GARAGE28' - 0"2' - 0"BENCH W/HOOKS4' - 0"4' - 6"7' - 8"5' - 0"22' - 6"27' - 6"50' - 0"FOYERGREATROOMDININGEQEQ10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILATTICACCESS1076' - 0"21' - 6"20' - 6"2' - 0"18' - 6"30' - 6"6' - 0"30' - 0"8' - 0"6' - 0"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 6"9' - 1 3/4"2'-9" VANITY4' - 9"4' - 0"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"3' - 9 3/4"3' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEXROOM8' - 0"4' - 6"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 0"8' - 0"7' - 6"7' - 6"10' - 6"4' - 6"1' - 0"5' - 0"2' - 0"10' - 9"16' - 5"2' - 10"2' - 6"3' - 6"88141461' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"28' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLGIRDER TRUSSGIRDER TRUSS5x5 PSL2-11 7/8" LSL2-11 7/8" LSL3-2x62-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHB.W.P.3' - 0"B.W.P.8' - 3"B.W.P.6' - 0"B.W.P.3' - 0"B.W.P.2' - 6"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.1' - 6"B.W.P.2' - 3"B.W.P.2' - 3"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x103-2x65x5 PSL2-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUDROOM12' - 0"7' - 0"2-14" LVL FLUSHGAS F.P.2' - 0"49' - 0"R & SH.12' - 6"11' - 4"END PANEL39"x73" FRIG RECESS49' - 0"OPTIONAL WINDOW SEAT PANEL FACE36" WINE RACK0' - 3" TYP.1414145' - 0"QUARTZ WATER FALL ISLAND GARAGE WALLS AND CEILING TO BE INSULATED**SOLID CORE DOORS MAIN FLOOR1' - 9"6' - 0"10' - 9"4' - 0" B.W.P.2-9 1/2" LSLR & SH.B.W.P.3' - 0"STAGGERED UPPERSOPTIONAL UNDER COUNTER FRIDGE20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING955510191354112018MFG. ROOF TRUSSES@ 24" O.C.PANEL FACE2-2x10 W/2 TRIMMERS 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHHHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x10 CONTINUOUS W/ 2 TRIMMERS EA. SIDE 1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:36 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-403OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XLCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESFAN DN 17R39' - 0"2' - 0"34' - 0"6' - 0"5' - 10"27' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"7' VANITYOWNER'SSUITE2' LINEN5'-6" VANITYBEDROOM #2J&J BATHHALLBEDROOM #36' - 11"1' - 8"1' - 8"712' - 9"4' - 0"4' - 0"15' - 3"R & SH.5444119' - 6"2' - 0"7' - 0"3' - 4"7' - 2"11' - 0"9' - 0"19' - 0"20' - 0"5' TUB/SHWR37' - 0"3' - 4"3' - 5"5' - 9"159' - 11"14' - 1"6' - 2"8' - 10"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"3' - 0"5' - 0"2' - 9"3' - 0"3' - 3"8' - 1"16' - 11"8' - 0"1' - 0"11314' - 2"2' - 6"8' - 1 3/4"14' - 2 1/4"2-2x102-2x102-2x10 W/2 TRIMMERS EA. SIDE2-2x102-2x102-2x102-2x103-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"ATTICACCESSFRAME FALSE WALL ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.39' - 0"OPTIONAL WINDOW SEATPANEL FACE 167' - 9"4' - 0"7' - 0"4' - 0"22711' - 0"124714MAKE-UP153' LINEN2R & SH.WASHERDRYERL.T.CLOSETOWNER'SSUITELAUNDRYCLOSETCLOSETR & SH.2' - 0"36' - 0"R & SH.R & SH.14TILE SHOWER4' - 4"3' - 5"4' - 0"DBL: FRAME PLUMBING WALL122-2x1014R & SH.MFG. ROOF TRUSSES@ 24" O.C.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:36 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-404OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XL1/4" = 1'-0"A-4041UPPER FLOOR PLANCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Temper glazing ifwithin 60" of floorFANFANFAN FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL8:128:128:128:128:128:127:127:12STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.7 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 7:12 & 8:12 TO MATCH3 ROOF VENTS REQUIRED 7:124:121 ROOF VENT REQUIRED 1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:37 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-501OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XL3/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/8" = 1'-0"A-5013ROOF PLANWINDOW SHECDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 36-42-3660 SH-PIC-SH 9' - 6" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 1830 AWN 1' - 6" 2' - 6" 6' - 10"4 WINDSOR NEXT DIMENSION 4 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 5' - 8 7/8"6 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 1 3618 AWN FIXED 3' - 0" 1' - 6"6' - 10"8 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"9 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0"11' - 5"10 WINDSOR NEXT DIMENSION 1 4848 PIC 4' - 0" 4' - 0" 11' - 10"11 WINDSOR NEXT DIMENSION 1 5448 SL E 4' - 6" 4' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 1 6018 PIC 5' - 0" 1' - 6" 6' - 10"13 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 5 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"ROOM FINISH SCHEDULEFLOOR NAME FLOOR AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE UNFINISHED 173 SF 8' - 2" UNFINISHEDLOWER FLOOR BEDROOM #5 CARPET 212 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 629 SF 8' - 2" .LOWER FLOOR BATH VINYL 68 SF 8' - 2" .MAIN FLOOR PORCH CONCRETE 121 SF 9' - 1 1/8" UNFINISHEDMAIN FLOOR GARAGE UNFINISHED 614 SF 10' - 9 3/8"MAIN FLOOR FOYER LAMINATE 76 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM LAMINATE 252 SF 9' - 1 1/8" .MAIN FLOOR DINING LAMINATE 163 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 24 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LAMINATE 287 SF 9' - 1 1/8" .MAIN FLOOR POWDER LAMINATE 39 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 63 SF 9' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 280 SF 9' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 136 SF 9' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 78 SF 9' - 1 1/8" .UPPER FLOOR HALL CARPET 88 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 191 SF 9' - 1 1/8" .UPPER FLOOR CLOSET CARPET 34 SF 8' - 1 1/8"UPPER FLOOR OWNER'S SUITE TILE 155 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 61 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 43 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 62 SF 8' - 1 1/8"1/2" = 1'-0"A-5012TYP. COLUMNDOOR SCHEDULETYPE MARK DOOR SIZES COUNT COMMENTS1 2/4 OPG. 12 2/4 x 6/8 43 2/4 x 6/8 PKT 14 2/4 x 6/8 PKT SOLID CORE 25 2/4 x 6/8 SOLID CORE 56 2/6 x 6/8 37 2/6 x 6/8 SOLID CORE 38 2/8 x 6/8 19 2/8 x 6/8 FIRE RATED 110 2/8 x 6/8 FULL VIEW 111 2/8 x 6/8 OPG. 112 2/8 x 6/8 SOLID CORE 113 3/0 x 6/8 FULL VIEW W/ 2-12" D.S. S.L.'S 114 3/0 x 6/8 OPG. 215 5/0 x 6/8 116 5/0 x 6/8 SOLID CORE 117 6/0 x 6/8 SLIDER 118 8' x 8' INSULATED O.H. GARAGE DOOR 119 8/0 x 8/0 SLIDER 120 16' x 8' INSULATED O.H. GARAGE DOOR 1 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 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.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL 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 TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONGARAGE:TOTAL:2/10/2020 4:24:38 PMTHE ZWEBER RESIDENCEL10, B1 - ASPEN GROVE 2nd ADD'N7727 204th STREET WESTLAKEVILLE, MN 55044A-502OTT0941.3.20 CB135013009761.9.20 CB1.17.20 CB2.10.20 CB12.26.19 CB8'-1 1/8"9'-1 1/8"8'-4"3626THE REAGAN XL3/8" = 1'-0"A-5021TYP. WALL SECTION1/2" = 1'-0"A-5022TYP. WALKOUT SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5025TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027GARAGE CEILING 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 Owners Bathroom Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Landing Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Main Level Member Name Results Current Solution Comments Great Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs (H) Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Flush Beam Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Dining Room Patio Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flex Room/ Mudroom Flush Beam Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flex Room Back Window Passed 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 8' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch Flush (H) FLR Beam Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Front Porch (V) Flush Beam Left Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Mudroom Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Front Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Flush Beam (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Dining Room Side Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flex Room Side Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch (H) Dropped Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Room Side Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Stairs (H) Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Flush Beam Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bedroom# 5 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mechanical Room Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Window Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Family Room Patio Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 7727 204th Street W, Lakeville, MN_Imported JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 1 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2974 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1760 @ 1' 1/4"2872 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3355 @ 2' 6"3946 Passed (85%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.049 @ 2' 6"0.237 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' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None 2 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 -- 1 - Uniform (PSF)0 to 5'21' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom# 2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 2 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1338 @ 0 1913 (1.50")Passed (70%)--1.0 D + 1.0 S (All Spans) Shear (lbs)273 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)753 @ 1' 1 1/2"3946 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 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' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"492 847 1339 None 2 - Trimmer - SPF 1.50"1.50"1.50"492 847 1339 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"21' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owners Bathroom Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 3 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3877 @ 1 1/2"5738 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2659 @ 1' 1/4"4308 Passed (62%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5825 @ 3' 3"5919 Passed (98%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.062 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.099 @ 3' 3"0.313 Passed (L/761)--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' 10" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.03"1432 2446 3878 None 2 - Trimmer - SPF 3.00"3.00"2.03"1432 2446 3878 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"21' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stair Landing Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 4 / 30 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 based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable 2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 5 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3450 @ 3' 10 1/2"3825 (3.00")Passed (90%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)1864 @ 2' 11 3/4"2498 Passed (75%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)1649 @ 1' 10 3/4"3431 Passed (48%)1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in)0.008 @ 1' 11 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.014 @ 1' 10 15/16"0.188 Passed (L/999+)--1.0 D + 1.0 L (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 11' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.82"1206 1042/-56 440 2688/- 56 None 2 - Trimmer - SPF 3.00"3.00"2.71"1211 2239 80/-30 3530/- 30 None 3 - Trimmer - SPF 3.00"3.00"2.34"1575 1350 532 3457 None 4 - Trimmer - SPF 3.00"3.00"1.50"752 571/-56 269 1592/- 56 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 2' 6"12'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)2' 6" to 11' 6"7' 6"15.0 40.0 -Floor - Upper Level 3 - Point (lb)2' 6"N/A 300 800 -Floor Girder 4 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper Level 5 - Uniform (PLF)0 to 9"N/A 100.0 --Wall - Gable 6 - Uniform (PLF)8' 9" to 11' 6"N/A 100.0 --Wall - Gable 7 - Uniform (PSF)0 to 9"3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)8' 9" to 11' 6"3'20.0 -35.0 Snow - Main 9 - Point (lb)9"N/A 710 -446 Linked from: Owner's Suite Window, Support 1 10 - Point (lb)8' 9"N/A 710 -446 Linked from: Owner's Suite Window, Support 2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 6 / 30 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 7 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)918 @ 4' 8 1/2"1913 (1.50")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)594 @ 3' 11 1/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1004 @ 2' 6 1/4"3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 2' 6 1/4"0.109 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.012 @ 2' 6 1/4"0.219 Passed (L/999+)--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 4' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 9" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"301 756 1057 Blocking 2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"313 794 1107 See note ¹ Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 8 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 2" (Front)7' 6"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairs (H) Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 8 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6675 @ 4"8181 (5.50")Passed (82%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5168 @ 13' 4 1/2"9310 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)22599 @ 7' 5 15/16"24258 Passed (93%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.288 @ 7' 5 15/16"0.358 Passed (L/597)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.575 @ 7' 5 15/16"0.717 Passed (L/299)--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 4' 2" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"4.49"3316 3358 1050 7724 Blocking 2 - Stud wall - SPF 5.50"5.50"4.44"3295 3302 1050 7647 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 15'N/A 14.3 ---- 1 - Uniform (PSF)0 to 1' 6" (Front)12'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)1' 6" to 15' (Front)11'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 15' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PLF)0 to 15' (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 15' (Front)3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 15' (Front)1'20.0 -35.0 Snow - Dining Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Flush Beam 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 9 / 30 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 based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable 2 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Patio Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 10 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)20203 @ 10' 6"24806 (5.25")Passed (81%)--1.0 D + 1.0 S (All Spans) Shear (lbs)8705 @ 11' 8 1/2"14817 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-21622 @ 10' 6"27519 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.192 @ 16' 6 15/16"0.279 Passed (L/697)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.305 @ 16' 8 1/8"0.558 Passed (L/439)--1.0 D + 1.0 S (Alt 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 14' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 7" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.82"2451 192/-32 3850 6493/- 32 Blocking 2 - Column - PSL 5.25"5.25"4.28"8329 534 11875 20738 None 3 - Stud wall - SPF 5.50"5.50"3.24"2882 207/-22 4351 7440/- 22 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 22'N/A 19.5 ---- 1 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 22' (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 22' (Front)4'20.0 -35.0 Snow - Monos 4 - Uniform (PSF)0 to 13' (Front)21'20.0 -35.0 Snow - Main 5 - Uniform (PSF)15' to 22' (Front)21'20.0 -35.0 Snow - Main 6 - Point (lb)13' (Front)N/A 492 -847 Linked from: Owners Bathroom Window, Support 1 7 - Point (lb)15' (Front)N/A 492 -847 Linked from: Owners Bathroom Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flex Room/ Mudroom Flush Beam 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 11 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)890 @ 6' 6"6525 (3.00")Passed (14%)--1.0 D + 1.0 S (All Spans) Shear (lbs)604 @ 1' 2"11034 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1336 @ 3' 4 1/2"9941 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 3' 4 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.036 @ 3' 4 1/2"0.313 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 6' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"1.50"569 354 923 None 2 - Trimmer - SPF 3.00"3.00"1.50"548 341 889 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 7 1/2"N/A 8.7 -- 1 - Uniform (PSF)0 to 6' 7 1/2"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 6' 7 1/2"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flex Room Back Window 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 12 / 30 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' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 13 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)15224 @ 4"17325 (5.50")Passed (88%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2153 @ 1' 5 3/8"9878 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6202 @ 4' 7"18346 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.080 @ 4' 7"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.129 @ 4' 7"0.425 Passed (L/792)--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 9' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.50"5.50"4.83"7073 1784 8150 17007 None 2 - Trimmer - SPF 3.00"3.00"1.50"1129 -1876 3005 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 11 1/2"N/A 13.0 ---- 1 - Uniform (PSF)0 to 8' 11 1/2"12' 3"20.0 -35.0 Snow - Garage 2 - Point (lb)0 N/A 5891 1784 6185 Linked from: Garage (V) Girder, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 8' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 14 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4629 @ 5 1/2"5906 (1.50")Passed (78%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4117 @ 1' 5 3/8"13622 Passed (30%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)18551 @ 9' 4 5/16"30788 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.292 @ 9' 5 7/8"0.454 Passed (L/747)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.821 @ 9' 6 3/16"0.908 Passed (L/265)--1.0 D + 0.75 L + 0.75 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 15' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 6" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 11 7/8" SPF beam 5.50"Hanger¹1.50"3090 996 1362 5448 See note ¹ 2 - Stud wall - SPF 5.50"5.50"2.06"2989 800 1344 5133 Blocking Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS5.50/10 3.00"N/A 30-10d 10-10d Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 18' 11 1/2"N/A 18.2 ---- 1 - Uniform (PSF)0 to 7' (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)7' to 18' 11 1/2" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'20.0 -35.0 Snow - Monos 4 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'80.0 --Wall - Upper Level 5 - Point (lb)5' 6" (Front)N/A 710 -446 Bedroom# 3 Window Support 1 6 - Point (lb)13' 6" (Front)N/A 710 -446 Bedroom# 3 Window Support 2 7 - Uniform (PSF)0 to 5' 6" (Front)3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)3'20.0 -35.0 Snow - Main 9 - Uniform (PSF)0 to 5' 6" (Front)1'100.0 --Wall - Gable 10 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)1'100.0 --Wall - Gable All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch Flush (H) FLR Beam 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 15 / 30 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 16 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6280 @ 7 1/2"7455 (3.00")Passed (84%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5981 @ 1' 8 7/8"9878 Passed (61%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9525 @ 3' 11 5/16"18346 Passed (52%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.079 @ 4' 4 5/16"0.188 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.166 @ 4' 3 5/16"0.375 Passed (L/541)--1.0 D + 1.0 S (Alt 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). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Beam - LSL 3.00"3.00"2.53"3680 913 2553 7146 Blocking 2 - Stud wall - SPF 5.50"5.50"3.56"2466 341 2822 5629 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 5 1/2"N/A 13.0 ---- 1 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)2' to 4' (Front)11'20.0 -35.0 Snow - Main 4 - Uniform (PSF)4' to 5' (Front)14'20.0 -35.0 Snow - Main 5 - Uniform (PSF)5' to 8' 5 1/2" (Front)21'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 2' (Front)3'20.0 -35.0 Snow - Monos 7 - Uniform (PSF)0 to 2' (Front)1'20.0 --Wall - Gable 8 - Point (lb)2' (Front)N/A 3090 996 1362 Linked from: Front Porch Flush (H) FLR Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch (V) Flush Beam Left 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 17 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1825 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans) Shear (lbs)772 @ 10 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1416 @ 1' 6 5/8"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 5/8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 5/8"0.155 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 3' 1" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"506 1319 1825 None 2 - Trimmer - SPF 1.50"1.50"1.50"506 1319 1825 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1 1/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1 1/4"21' 3"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 18 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1366 @ 1 1/2"3825 (3.00")Passed (36%)--1.0 D + 1.0 L (All Spans) Shear (lbs)903 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1890 @ 3' 1/8"3431 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.029 @ 3' 1/8"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.041 @ 3' 1/8"0.289 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 based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 None 2 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 1/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 1/4"8' 1 1/2"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Front Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 19 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3063 @ 2"5206 (3.50")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3090 @ 8' 6 1/8"8590 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9344 @ 5' 5/8"15953 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.164 @ 4' 11 7/16"0.236 Passed (L/691)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.229 @ 4' 11 7/16"0.473 Passed (L/495)--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 based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Beam - SPF 3.50"3.50"2.06"881 2181 3062 Blocking 2 - Stud wall - SPF 5.50"5.50"2.95"1243 3140 4383 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 9' 11 1/2"N/A 13.0 -- 1 - Uniform (PSF)0 to 2' 9" (Front)4' 3"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)2' 9" to 9' 11 1/2" (Front)16'15.0 40.0 Floor - Upper Level 3 - Point (lb)2' 9" (Front)N/A 90 240 Stairs Girder Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Flush Beam (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 20 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1130 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)617 @ 1' 1/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1133 @ 2' 3"3946 Passed (29%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.013 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"421 709 1130 None 2 - Trimmer - SPF 3.00"3.00"1.50"421 709 1130 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 6"9'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Side Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 21 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1095 @ 1 1/2"3825 (3.00")Passed (29%)--1.0 D + 1.0 S (All Spans) Shear (lbs)751 @ 1' 1/4"2872 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1646 @ 3' 3"3946 Passed (42%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.026 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.042 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"413 683 1096 None 2 - Trimmer - SPF 3.00"3.00"1.50"413 683 1096 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 6"6'20.0 35.0 Snow - Monos Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flex Room Side Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 22 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7613 @ 8 3/4"13956 (5.50")Passed (55%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)3966 @ 0 7902 Passed (50%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)-4618 @ 8 3/4"11985 Passed (39%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.039 @ 14' 2 7/16"0.304 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.059 @ 0 0.200 Passed (2L/296)--1.0 D + 0.75 L + 0.75 S (Alt 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). •Overhang deflection criteria: LL (2L/360) and TL (2L/0.2"). •Top Edge Bracing (Lu): Top compression edge must be braced at 18' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 9" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - SPF 5.50"5.50"3.00"4343 1008 3270 8621 Blocking 2 - Column - SPF 5.50"5.50"1.50"331 -112 1015 1346/- 112 Blocking 3 - Trimmer - SPF 3.00"3.00"1.50"325 18 455 798 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 9"N/A 10.4 ---- 1 - Uniform (PSF)0 to 18' 9" (Front)3'20.0 -35.0 Snow - Monos 2 - Point (lb)0 (Front)N/A 3680 913 2553 Linked from: Front Porch (V) Flush Beam Left, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch (H) Dropped Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 23 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2200 @ 1 1/2"3825 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans) Shear (lbs)917 @ 1' 1/4"2872 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1660 @ 1' 9"3946 Passed (42%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.011 @ 1' 9"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' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.73"914 70 1286 2270 None 2 - Trimmer - SPF 3.00"3.00"1.73"914 70 1286 2270 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 6"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 6"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 6"21'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Side Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 24 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)865 @ 4' 5 1/2"1913 (1.50")Passed (45%)--1.0 D + 1.0 L (All Spans) Shear (lbs)542 @ 3' 8 1/4"2498 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)892 @ 2' 4 3/4"3431 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 2' 4 3/4"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 2' 4 3/4"0.206 Passed (L/999+)--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 4' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.62"587 1475 2062 Blocking 2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"298 756 1054 See note ¹ Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 5 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 11" (Front)7' 6"15.0 40.0 Floor - Main Level 2 - Point (lb)0 (Front)N/A 301 756 Linked from: Stairs (H) Flush Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Stairs (H) Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 25 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)12164 @ 4"13956 (5.50")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4216 @ 1' 7 1/2"9310 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)17429 @ 7'24258 Passed (72%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.278 @ 7'0.333 Passed (L/575)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.389 @ 7'0.667 Passed (L/411)--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 8' 2" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - SPF 5.50"5.50"4.79"4886 7278 1050 13214 Blocking 2 - Column - SPF 5.50"5.50"4.76"4865 7222 1050 13137 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 14'N/A 14.3 ---- 1 - Uniform (PSF)0 to 14' (Front)14'15.0 40.0 -Floor - Upper Level 2 - Point (lb)0 (Front)N/A 3316 3358 1050 Linked from: Dining Room Flush Beam, Support 1 3 - Point (lb)14' (Front)N/A 3295 3302 1050 Linked from: Dining Room Flush Beam, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Flush Beam 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 26 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2500 @ 1 1/2"3825 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1214 @ 1' 1/4"2498 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2419 @ 2' 9"3431 Passed (70%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.027 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.043 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.96"1290 1210 354 2854 None 2 - Trimmer - SPF 3.00"3.00"1.51"721 1210 -1931 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Point (lb)0 N/A 569 -354 Linked from: Flex Room Back Window, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom# 5 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 27 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1707 @ 0 1913 (1.50")Passed (89%)--1.0 D + 1.0 L (All Spans) Shear (lbs)715 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1316 @ 1' 6 1/2"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 1" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None 2 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"20'15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mechanical Room Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 28 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)6998 @ 1 1/2"7613 (3.00")Passed (92%)--1.0 D + 1.0 L (All Spans) [1] Shear (lbs)6190 @ 1' 2 7/8"7897 Passed (78%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)16925 @ 4' 3 1/2"17848 Passed (95%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.204 @ 4' 10 5/8"0.325 Passed (L/573)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.351 @ 4' 11 1/4"0.488 Passed (L/333)--1.0 D + 1.0 L (All Spans) [1] 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 4' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.76"2708 4290 221 7219 None 2 - Trimmer - SPF 3.00"3.00"2.31"2590 3274 391 6255 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 10'N/A 12.1 ---- 1 - Point (lb)1' 9"N/A 300 800 -Floor Girder 2 - Uniform (PSF)0 to 1' 9"10'15.0 40.0 -Floor - Main Level 3 - Uniform (PSF)1' 9" to 10'7' 6"15.0 40.0 -Floor - Main Level 4 - Uniform (PLF)0 to 10'N/A 90.0 --Wall - Main Level 5 - Point (lb)3' 2"N/A 1211 2239 80/-30 Linked from: Great Room Window, Support 2 6 - Point (lb)6' 10"N/A 1575 1350 532 Linked from: Great Room Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 29 / 30 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2168 @ 1 1/2"3825 (3.00")Passed (57%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1487 @ 1' 1/4"2498 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3257 @ 3' 3"3431 Passed (95%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.055 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.083 @ 3' 3"0.313 Passed (L/907)--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' 5" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.70"738 1430 2168 None 2 - Trimmer - SPF 3.00"3.00"1.70"738 1430 2168 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 6"4'15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 12/11/2018. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Patio Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/7/2020 7:03:43 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1 File Name: 7727 204th Street W, Lakeville, MN_Imported Topaz - TPZLL795 5378 Pine Island Road, Woodbury, MN The Reagan XL 1/24/2019; #23343 Page 30 / 30 02/18/2020XKP