The URL can be used to link to this page

Home My WebLink AboutLA173108 17904 Evening Lane Permit PackCANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MAIN FLOOR1' -8 1/4"UPPER PLATE20' -5 1/4"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -4 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"128ALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDEFRIEZE BOARD TYP.VINYL BOARD &BATTEN TYP.VINYL LAP SIDING & VINYL CORNERS ALL SIDES4:12CULTURED STONE W/CONCRETE CAP3' - 6"4" SMARTSIDE TRIM@ WINDOWS & DOORSTYP. -FRONT ONLYADDRESS STONE7:12128SEE COLUMN DETAIL SHEET 7 A-5016" SMARTSIDE STORYBOARD TYP.4' - 0"47:121/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN: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:GARAGE:TOTAL:8/15/2019 12:56:36 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-201OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)2960SHEET INDEXSHEET NAME SHEET NUMBERELEVATION A-201ELEVATIONS A-202FOUNDATION PLAN A-401LOWER FLOOR A-402MAIN FLOOR A-403UPPER FLOOR A-404ROOF/ WINDOW SCHEDULE A-501DETAILS A-502Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode08/29/2019dmathews 8:128:1212724" RETURNSTYPICAL7:12127ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS7:121281271278:121247:124:1224" RETURNSTYPICAL8:12127THE 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:GARAGE:TOTAL:8/15/2019 12:56:37 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-202OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)29601/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATIONSecure door closed until deck isconstructed with a separate permit. 48' - 0"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"50' - 0"28' - 2"19' - 10"14' - 0"5' - 10"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.19' - 8"20' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE48' - 0"15' - 8 1/4"3' - 4 1/2"3' - 11 1/4"3' - 10 3/4"13' - 1 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.25' - 6"22' - 6"40' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"26' - 4"16' - 8"11' - 8"0' - 5"7' - 4"3' - 11"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"20' - 6"1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"7'-4"(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 CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.40' - 0"10' - 0"50' - 0"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:GARAGE:TOTAL:8/15/2019 12:56:38 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-401OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)29601/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.4' VANITYFAMILY ROOMCARPET.BEDROOM #5CARPET.BATHVINYL.25' - 6"22' - 6"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"28' - 2"19' - 10"16' - 0"5' - 10"4' - 8"CO DET.SMOKEDET.18" FLOOR TRUSSESPER MFG. SPACING19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"2/4 x 6/848" F.G. SHWRCLOSETCARPET.2/6 x 6/82/6 x 6/818" FLOOR TRUSSESPER MFG. SPACING14' - 0"5' - 10"11' - 8"16' - 8"UNEXCAVATEDR & SH.2x67' - 7"1' - 11"3' - 8"26' - 10"6' - 9"11' - 0"12' - 9"9' - 6"3-9 1/2" LVLW/ 2 TRIMMERSSMOKEDET.*3-1/2" CONC. FLOOR*MECHANICALS MAY VARY19' - 8"20' - 4"4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/SHEATHING2-2x10 W/2 TRIMMERS2-2x102-2x102-2x102-9 1/2" LSL@ 65"12" CANTILEVERABOVE48' - 0"48' - 0"50' - 0"40' - 0"4' - 3 1/4"7' - 4 3/4"3' - 11"10' - 9"0' - 4"2-2x10 W/2 TRIMMERS 26' - 4"14' - 8"11' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.814' - 2 1/2"15' - 1"3' - 6"2/8 x 6/8MECHANICALUNFINISHED.2/4 x 6/8AIR EX.2" FOAM INSULATIONBETWEEN WALL & SLAB1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"1' - 1 1/2"8' - 3" M.O.1' - 7 1/2"2' - 0"20' - 6"3-2x10 W/2 TRIMMERS 40' - 0"10' - 0"50' - 0"8FLOOR GIRDER1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN: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:GARAGE:TOTAL:8/15/2019 12:56:38 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-402OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)2960CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 17RDN 16RDN 3RDN 3R22' - 6"25' - 6"28' - 0"20' - 0"50' - 0"3/0 x 6/8 W/12" D.S.SL'SKITCHENWOOD.DININGROOMWOOD.GREAT ROOMWOOD.FOYERWOOD.OFFICECARPET.MUDROOMVINYL.DW30" RANGEGARAGEPORCHCONCRETE.12"TRANSOM /6/0 x 6/8SLIDER5' - 11"5' - 0"17' - 1"6' - 0"14' - 0"18' - 10"31' - 2"20' - 2"11' - 0"9' - 6"12' - 6"11' - 3"6' - 9"2' - 0"6' - 0"14' - 0"50' - 0"2' - 1"16' - 0"2' - 1"1' - 3"8' - 0"1' - 9"0' - 10"5' - 2"1' - 0"11' - 0"7' - 4"SMOKEDET.4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR PLATE2-11 7/8" LSL4' - 2"4' - 0"12" CANT.ABOVE3' - 10"9' - 0"6' - 6"SEE COLUMN DETAIL SHEET A-5014' - 4"5' - 10"0' - 10"15' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.3-2x10 W/2 TRIMMERS2-9 1/2" LSL W/3 TRIMMERSDROPPED 2-2x10 CONT.TYP.0' - 4 1/2"20' - 6"2' - 0"2/8 x 6/8FIRE RATED2-2x1210' - 0"40' - 0"SNACK BAR19' - 4"20' - 8"4' - 0"1' - 4"PORTAL FRAME W/ HOLD DOWN3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.SINKSET FIREPLACE @ F.F.HALF HIGH STONE WRAPPED TO EXTERIOR WALL W/ WRAPPED MANTELPOWDERVINYL.36" REF2/4 x 6/83/0 x 6/8OPG.2-2X102-2X10 W/2 TRIMMERS2-2X102-11 7/8"LSL FLUSH W/3 TRIMMERS2-2X10 W/2 TRIMMERSPORTAL FRAME W/ HOLD DOWN2-2X102-2X102-2X103' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.5' - 0" B.W.P.2-2X1048' - 0"7' - 5"18' - 7"3' - 2 3/4"5' - 6"3' - 2"1' - 0"3' - 9"2' - 0"3' - 4"4' - 2 1/4"12' - 8 3/4"12' - 2"19' - 8"3' - 8"4' - 6"11' - 6"16' - 6"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"2-2X102-9 1/2" LSL24" CANTILEVER ABOVE26' - 0"9' - 7 1/2"11' - 0 1/2"40' - 0"KNEE WALL W/14" SPINDLES2-2X102-11 7/8"LSL FLUSH W/3 TRIMMERS2-11 7/8"LSL FLUSHW/ 2 TRIMMERS5/0 x 6/8OPG.9" HEAT DUCT2' - 0"2' - 0"14' - 3"2' - 10"3' - 1"2' - 10"EQEQ121212766113ATTICACCESSR & SH.B.W.P.4' - 0"16" SH.16" SH.B.W.P.2' - 0"B.W.P.2' - 0"B.W.P.1' - 9"PAINTED CABINETSFULL TILEBACKSPLASH2/0 x 6/816' x 8' O.H.GARAGEDOOR8' x 8' O.H.GARAGEDOOR48' - 0"5' - 0" B.W.P.2/4 x 6/8CLOSETVINYL.PED. SINK4' - 6"2' - 6"4' - 4"GAS LINE FOR RANGEGAS F.P.1' - 0"HUC412HUC41211' - 4"14' - 8"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:GARAGE:TOTAL:8/15/2019 12:56:39 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-403OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)2960CS-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 DN 17RBEDROOM #4CARPET.LAUNDRYVINYL.BEDROOM #3CARPET.OWNER'SSUITECARPETVAULTEDHALLCARPET.1/2 WALL W/WOOD CAPSMOKEDET.SMOKEDET.ENSUITEVINYL.6' VANITYCLOSETCARPET.R & SH.2/6 x 6/8SMOKEDET.2/8 x 6/82/6 x 6/8R & SH.2/6 x 6/8BEDROOM #2CARPET.GIRDER TRUSSCO DET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESS2' LINEN2/6 x 6/82/6 x 6/8PKT4:124:12GIRDERTRUSS13' - 0"27' - 0"3' - 0"28' - 0"29' - 0"2' - 0"26' - 6"13' - 6"R & SH.2/4 x 6/82/4 x 6/86' - 4"14' - 6"5' - 8"6' - 9"6' - 9"2/6 x 6/8CLOSETCARPET.BATHVINYL.2x63' VANITYR & SH.2/4 x 6/80' - 6"2/4 x 6/86' - 6"6' - 6"2' - 6"7' - 6"17' - 0"VAULT LINEMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS2-2x102-2x102-2x102-2x102' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.3' - 0" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.40' - 0"5' - 9"22' - 3"31' - 0"31' - 0"40' - 0"8' - 0"5' - 5"4' - 3"1' - 8"4' - 8"5' - 0"8' - 5"2' - 6"1' - 9 1/2"0' - 9 1/2"14' - 6"9' - 2"3' - 6"2' - 6"11' - 8 1/4"3' - 5 1/2"3' - 1"6' - 7 1/4"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"4' - 4"5' - 0"0' - 10"15' - 10"48" F.G.SHOWER W/ C.T. WALLS& BY-PASSDOORS@ 65"@ 65"@ 65"@ 65"2-2x102-2x10 W/2 TRIMMERS533109925' TUB/SHWRSMOKEDET.6' -10" H.H.6' -10" H.H.WASHERDRYERDBL FRAMED FOR PLUMBING WALL3' x 5' TUB W/TILE DECKKNEE WALL W/14" SPINDLESTHE 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:GARAGE:TOTAL:8/15/2019 12:56:39 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-404OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)29601/4" = 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). 4:12STANDARD ENERGY HEELS @ 4:12 & 7:12 PITCH TYP.8:128:128:128:127:127:124:127:127:12HEELS @ 8:12 PITCH TO MATCH18" OVERHANGS & 12" RAKES TYP.6 ROOF VENTS @ HOUSE4 ROOF VENTS @ GARAGE7:128:128:12WATCH DOG WATER PROOF COATINGFROM 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 INSULATION1' - 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:GARAGE:TOTAL:8/15/2019 12:56:40 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-501OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)29601/8" = 1'-0"A-5011ROOF PLAN3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP 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 LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:3/8" = 1'-0"A-5012TYP. WALL SECTIONWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"2' - 6"5 WINDSOR NEXT DIMENSION 1 2424-2 FIXED 4' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"7 WINDSOR NEXT DIMENSION 1 4242 SL 3' - 6" 3' - 6" 6' - 10"8 WINDSOR NEXT DIMENSION 2 6042 SL 5' - 0" 3' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 6060 SL 5' - 0" 5' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"1/2" = 1'-0"A-5013TYP. COLUMNR-4 on pipe in attic 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES18" TOP CHORDBEARING FLOOR TRUSSES,SPACING PER MFG.3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERFASTEN 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 PORTAL2x6 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 FOOTINGSWATER 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) INSULATIONDRYVIT INSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGTHE 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:GARAGE:TOTAL:8/15/2019 12:56:40 PMSPEC HOMEL1, B2 - KNOB HILL ESTATES17904 EVENING LANELAVEVILLE, MN 55044A-502OTT0577.24.19 CB110610897657.25.19 CB7.29.19 CB8.15.19 CB7.18.19 CB8'-1 1/8"9'-1 1/8"8'-4"PAYTON XL(668)2960(668)29601/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5026TYP. LOOKOUT SECTION 01: Upper Level Member Name Results Current Solution Comments Bedroom #3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bath Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Closet Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Main Level Member Name Results Current Solution Comments Great Room Window Rear Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Kitchen Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Pantry Flush Beam (H)Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Mudroom Opening (H)Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Beam (H)Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Foyer/Great Room (H)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Beam over Foyer (V)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Beam over Entry Foyer (H)Passed 2 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Entry Door Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Office Front Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Left Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Beam over Front Porch (H)Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage Entry Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 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) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Powder Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mud Room Right Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Left Front Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Fireplace Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Room Left Back Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 03: Lower Level Member Name Results Current Solution Comments Family Room Window End Passed 3 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Room Window Middle Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #5 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #5 WIC Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bath Door Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Stair Beam Full Length Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Left Stair Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Mechanical Room Hall Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17904 Evening Lane, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 1 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #3 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 2 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None 2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #2 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 3 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Owner's Suite WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 4 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bath WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)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"3'20.0 35.0 Snow - Main 2 - Uniform (PLF)0 to 2' 3"N/A 100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 5 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None 2 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1768 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1023 @ 10 3/4"2872 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1879 @ 2' 1 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.022 @ 2' 1 1/2"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' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Stairs WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PSF)0 to 4' 3"15'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 6 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None 2 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)936 @ 0 1913 (1.50")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)191 @ 10 3/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)527 @ 1' 1 1/2"3946 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Closet WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)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"15'20.0 35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 7 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Upper Level, Bedroom #4 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PLF)0 to 5' 6"N/A 100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 8 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.05"1107 626/-67 1383 3116/-67 None 2 - Trimmer - SPF 4.50"4.50"3.37"1841 1566 1704 5111 None 3 - Trimmer - SPF 4.50"4.50"4.50"2491 1566 2761 6818 None 4 - Trimmer - SPF 1.50"1.50"1.50"731 584/-67 789 2104/-67 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5736 @ 7' 9 3/4"5738 (4.50")Passed (100%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)2586 @ 4' 10 3/4"2872 Passed (90%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)-2220 @ 7' 9 3/4"3946 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.008 @ 5' 9 1/2"0.129 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.012 @ 5' 9 3/16"0.194 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Great Room Window RearMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 7 1/2"N/A 7.0 1 - Uniform (PSF)0 to 11' 7 1/2"8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 11' 7 1/2"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)5' to 11' 7 1/2"15'20.0 -35.0 Snow - Main 4 - Point (lb)0 N/A 844 -1444 Linked from: Bedroom #3 Window, Support 1 5 - Point (lb)5'N/A 844 -1444 Linked from: Bedroom #3 Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 9 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1046 1105 581 2732 None 2 - Trimmer - SPF 3.00"3.00"2.13"1815 1105 1913 4833 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4079 @ 6' 4 1/2"5738 (3.00")Passed (71%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2888 @ 5' 5 3/4"4308 Passed (67%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5323 @ 4' 6"5919 Passed (90%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.046 @ 3' 4 15/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.083 @ 3' 4 7/8"0.313 Passed (L/900)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Dining Room Patio DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)4' 6" to 6' 6"15'20.0 -35.0 Snow - Main 4 - Point (lb)4' 6"N/A 844 -1444 Linked from: Bedroom #2 Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 10 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"430 713 1143 None 2 - Trimmer - SPF 1.50"1.50"1.50"430 713 1143 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1143 @ 0 1913 (1.50")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)597 @ 10 3/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1071 @ 1' 10 1/2"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 10 1/2"0.188 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' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Kitchen WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 1 - Uniform (PSF)0 to 3' 9"9' 6"15.0 40.0 Floor - Upper Level 2 - Uniform (PLF)0 to 3' 9"N/A 80.0 -Wall - Upper Level Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 11 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.41"866 2210 -3076 Blocking 2 - Stud wall - SPF 5.50"5.50"3.57"1744 2210 1535 5489 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4553 @ 8' 2"7013 (5.50")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2171 @ 1' 3"9595 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5551 @ 4' 3"8645 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.159 @ 4' 3"0.196 Passed (L/593)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.221 @ 4' 3"0.392 Passed (L/426)--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' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Main Level, Pantry Flush Beam (H)MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 8.7 1 - Uniform (PSF)0 to 8' 6" (Front)13'15.0 40.0 -Floor - Upper Level 2 - Point (lb)8' 5" (Front)N/A 878 -1535 Upper (H) Roof Girder Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 12 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"428 1110 1538 None 2 - Trimmer - SPF 1.50"1.50"1.50"428 1110 1538 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1539 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 L (All Spans) Shear (lbs)732 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1314 @ 1' 8 1/2"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Mudroom Opening (H)MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 1 - Uniform (PSF)0 to 3' 5"16' 3"15.0 40.0 Floor - Upper Level Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 13 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"387 990 1377 None 2 - Trimmer - SPF 5.50"5.50"1.50"387 990 1377 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1377 @ 4"7013 (5.50")Passed (20%)--1.0 D + 1.0 L (All Spans) Shear (lbs)625 @ 1' 2 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1124 @ 2' 3"3431 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 2' 3"0.096 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.011 @ 2' 3"0.192 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Stair Beam (H)MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 1 - Uniform (PSF)0 to 4' 6" (Front)8'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 4' 6" (Front)3'15.0 40.0 Floor - Stairs Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 14 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.10"1886 3444 739 6069 None 2 - Trimmer - SPF 5.50"5.50"1.50"1113 2561 112 3786 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5330 @ 4"13956 (5.50")Passed (38%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4196 @ 1' 5 3/8"8590 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)10898 @ 5' 3 3/16"15953 Passed (68%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.232 @ 5' 7 3/8"0.269 Passed (L/557)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.339 @ 5' 7 1/16"0.538 Passed (L/380)--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 9' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 5" o/c unless detailed otherwise. Main Level, Flush Beam over Foyer/Great Room (H)MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 5"N/A 13.0 1 - Uniform (PSF)0 to 1' 9" (Front)14'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)1' 9" to 7' 3" (Front)13'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)7' 3" to 11' 5" (Front)9' 6"15.0 40.0 -Floor - Upper Level 4 - Point (lb)1' 9" (Front)N/A 817 582 851 Linked from: Flush Beam over Foyer (V), Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 15 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Beam - LSL 5.50"5.50"2.85"3721 998 5252 9971 Blocking 2 - Hanger on 11 7/8" LSL beam 5.50"Hanger¹1.50"817 582 851 2250 See note ¹ All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8973 @ 1' 2 3/4"17325 (5.50")Passed (52%)--1.0 D + 1.0 S (All Spans) Shear (lbs)7625 @ 2' 5 3/8"9878 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)13517 @ 3'18346 Passed (74%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.182 @ 6' 1 7/16"0.277 Passed (L/730)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.324 @ 6' 1 3/8"0.553 Passed (L/410)--1.0 D + 0.75 L + 0.75 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 7' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 4" o/c unless detailed otherwise. Main Level, Flush Beam over Foyer (V)MEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger HUC410 2.50"N/A 14-10d 6-10d None Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 3 1/2"N/A 13.0 1 - Uniform (PSF)0 to 12' 9" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)3' to 12' 9" (Front)1'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 3' (Front)9' 6"20.0 -35.0 Snow - Main 4 - Point (lb)3' (Front)N/A 1580 677 1909 Linked from: Flush Beam over Entry Foyer (H), Support 1 5 - Point (lb)3' (Front)N/A 1891 -3185 Linked from: Girder over Bedroom 4, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 16 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 11 7/8" LSL beam 5.50"Hanger¹1.50"1580 677 1909 4166 See note ¹ 2 - Trimmer - SPF 5.50"5.50"1.50"1547 653 1833 4033 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3066 @ 5 1/2"4725 (1.50")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2076 @ 1' 5 3/8"9878 Passed (21%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4590 @ 4' 1 1/2"18346 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.032 @ 3' 7"0.155 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.058 @ 3' 7"0.310 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 7" o/c unless detailed otherwise. Main Level, Flush Beam over Entry Foyer (H)MEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger HUC412 2.50"N/A 22-10d 10-10d None Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 7'N/A 13.0 1 - Uniform (PSF)0 to 7' (Front)4' 9"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 2' (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)4' 1 1/2" to 7' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 2' (Front)15'20.0 -35.0 Snow - Main 5 - Uniform (PSF)4' 1 1/2" to 7' (Front)15'20.0 -35.0 Snow - Main 6 - Point (lb)2' (Front)N/A 345 -591 Linked from: Closet Window, Support 1 7 - Point (lb)4' 1 1/2" (Front)N/A 345 -591 Linked from: Closet Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 17 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"4.47"4194 1084 5520 10798 None 2 - Trimmer - SPF 3.00"3.00"1.50"435 4 273 712 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9714 @ 3"9788 (4.50")Passed (99%)--1.0 D + 1.0 S (All Spans) Shear (lbs)472 @ 5' 4"11034 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1019 @ 3' 3"9941 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 3' 2 15/16"0.200 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.026 @ 3' 2 7/8"0.300 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' 5" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 5" o/c unless detailed otherwise. Main Level, Foyer Entry DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 4 1/2"N/A 8.7 1 - Uniform (PLF)0 to 6' 4 1/2"N/A 80.0 --Wall - Upper Level 2 - Uniform (PSF)0 to 1'2' 3"15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 1'2'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)1' to 6' 4 1/2"2' 6"20.0 -35.0 Snow - Porch 5 - Point (lb)0 N/A 3721 998 5252 Linked from: Flush Beam over Foyer (V), Support 1 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 18 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.91"1315 910 583 2808 None 2 - Trimmer - SPF 3.00"3.00"1.91"1312 910 582 2804 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2434 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1418 @ 5' 5 3/4"2498 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2751 @ 3' 3 1/2"3431 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.036 @ 3' 3 3/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.072 @ 3' 3 1/4"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Office Front WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 1 - Uniform (PSF)0 to 6' 6"7'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 6"2'20.0 -35.0 Snow - Porch 4 - Uniform (PLF)0 to 6"N/A 160.0 -105.0 Snow - Gable End 5 - Uniform (PLF)5' 9" to 6' 6"N/A 160.0 -105.0 Snow - Gable End 6 - Point (lb)6"N/A 459 -289 Linked from: Bedroom #4 Window, Support 1 7 - Point (lb)5' 9"N/A 459 -289 Linked from: Bedroom #4 Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 19 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"884 130 967 1981 None 2 - Trimmer - SPF 3.00"3.00"1.50"884 130 967 1981 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1851 @ 1 1/2"3825 (3.00")Passed (48%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1270 @ 1' 1/4"2872 Passed (44%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2781 @ 3' 3"3946 Passed (70%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.037 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Office Left WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 1 - Uniform (PSF)0 to 6' 6"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 6' 6"8' 6"20.0 -35.0 Snow - Main Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 20 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SPF 5.50"5.50"1.50"452 744 1196 Blocking 2 - Column - SPF 5.50"5.50"2.17"1059 1712 2771 Blocking 3 - Trimmer - SPF 5.50"5.50"1.50"241 488 729 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2771 @ 11' 9"7013 (5.50")Passed (40%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1264 @ 10' 9"2872 Passed (44%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2714 @ 11' 9"3946 Passed (69%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.097 @ 5' 9 5/16"0.367 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.151 @ 5' 8 7/8"0.550 Passed (L/875)--1.0 D + 1.0 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/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 17' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 11" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Drop Beam over Front Porch (H)MEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 1"N/A 7.0 1 - Uniform (PSF)0 to 13' (Front)4'20.0 35.0 Snow - Porch 2 - Uniform (PSF)13' to 19' 1" (Front)4' 9"20.0 35.0 Snow - Porch Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 21 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"797 370 917 2084 None 2 - Trimmer - SPF 1.50"1.50"1.50"797 370 917 2084 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1763 @ 0 1913 (1.50")Passed (92%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)738 @ 10 3/4"2872 Passed (26%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)1359 @ 1' 6 1/2"3946 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.005 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Garage Entry DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 1 - Uniform (PSF)0 to 3' 1"6'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 1"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 1"16'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 3' 1"1'20.0 -35.0 Snow - Garage Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 22 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 10" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise. Main Level, Garage 16' OHDMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 23 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None 2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1197 @ 1 1/2"3825 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)872 @ 1' 2 1/4"3493 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2470 @ 4' 4 1/2"5306 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.025 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.064 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Garage 8' OHDMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 1 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 24 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"387 45 175 607 None 2 - Trimmer - SPF 1.50"1.50"1.50"323 45 136 504 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)562 @ 0 1913 (1.50")Passed (29%)--1.0 D + 1.0 S (All Spans) Shear (lbs)153 @ 10 3/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)287 @ 1'3946 Passed (7%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/16"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/16"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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Powder WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)5" to 2' 3"N/A 160.0 -105.0 Snow - Gable End 4 - Point (lb)5"N/A 188 -118 Linked from: Bath Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 25 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"295 45 118 458 None 2 - Trimmer - SPF 1.50"1.50"1.50"295 45 118 458 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)417 @ 0 1913 (1.50")Passed (22%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)85 @ 10 3/4"2872 Passed (3%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)235 @ 1' 1 1/2"3946 Passed (6%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Mud Room Right WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 2' 3"N/A 160.0 -105.0 Snow - Gable End Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 26 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None 2 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)603 @ 0 1913 (1.50")Passed (32%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)270 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)490 @ 1' 7 1/2"3946 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.001 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.003 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Great Room Left Front WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 3' 3"N/A 160.0 -105.0 Snow - Gable End Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 27 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"459 70 184 713 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 70 184 713 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)649 @ 1 1/2"3825 (3.00")Passed (17%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)270 @ 1' 1/4"2872 Passed (9%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)490 @ 1' 9"3946 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.001 @ 1' 9"0.081 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.003 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, FireplaceMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 1 - Uniform (PSF)0 to 3' 6" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 6" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 3' 6" (Front)N/A 160.0 -105.0 Snow - Gable End Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 28 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None 2 - Trimmer - SPF 1.50"1.50"1.50"426 65 171 662 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)603 @ 0 1913 (1.50")Passed (32%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)270 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)490 @ 1' 7 1/2"3946 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.001 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.003 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Great Room Left Back WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 3' 3"N/A 160.0 -105.0 Snow - Gable End Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 29 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.97"3105 4059 1789 8953 None 2 - Trimmer - SPF 3.00"3.00"2.38"3794 4343 2676 10813 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9059 @ 8' 4 1/2"11419 (3.00")Passed (79%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)8260 @ 7' 5 1/2"10898 Passed (76%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)16134 @ 4' 7/8"17662 Passed (91%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.198 @ 4' 3 7/16"0.275 Passed (L/499)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.341 @ 4' 3 7/16"0.412 Passed (L/291)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Lower Level, Family Room Window EndMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 14.5 1 - Uniform (PSF)0 to 8' 6"8' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)2' 9"N/A 1841 1566 1704 Linked from: Great Room Window Rear, Support 2 5 - Point (lb)6' 6"N/A 2491 1566 2761 Linked from: Great Room Window Rear, Support 3 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 30 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"799 1650 -2449 None 2 - Trimmer - SPF 4.50"4.50"3.25"2650 2830 1913 7393 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6208 @ 5' 4 1/2"8606 (4.50")Passed (72%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1540 @ 1' 1/4"3746 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3068 @ 2' 9"5147 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.025 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.037 @ 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' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Family Room Window MiddleMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 10.6 1 - Uniform (PSF)0 to 5' 7 1/2"8'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 7 1/2"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 7 1/2"7'10.0 40.0 -Floor - Deck 4 - Point (lb)5' 7 1/2"N/A 1815 1105 1913 Linked from: Dining Room Patio Door, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 31 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.47"1229 1918 3147 None 2 - Trimmer - SPF 3.00"3.00"2.47"1229 1918 3147 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3147 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1993 @ 1' 1/4"2498 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2986 @ 2' 9"3431 Passed (87%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.034 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.057 @ 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 unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom #5 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"7' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 1'9' 6"15.0 40.0 Floor - Upper Level 4 - Uniform (PLF)0 to 1'N/A 80.0 -Wall - Upper Level 5 - Uniform (PSF)4' 6" to 5' 6"9' 6"15.0 40.0 Floor - Upper Level 6 - Uniform (PLF)4' 6" to 5' 6"N/A 80.0 -Wall - Upper Level 7 - Point (lb)1'N/A 430 713 Linked from: Kitchen Window, Support 1 8 - Point (lb)4' 6"N/A 430 713 Linked from: Kitchen Window, Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 32 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"469 894 1363 None 2 - Trimmer - SPF 1.50"1.50"1.50"469 894 1363 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1362 @ 0 1913 (1.50")Passed (71%)--1.0 D + 1.0 L (All Spans) Shear (lbs)475 @ 10 3/4"2498 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)937 @ 1' 4 1/2"3431 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 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 2' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom #5 WIC DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 2' 9"1'90.0 -Wall - Main Level Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 33 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"951 2149 3100 None 2 - Trimmer - SPF 1.50"1.50"1.50"579 1174 1753 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3100 @ 0 3263 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans) Shear (lbs)957 @ 11"9595 Passed (10%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1548 @ 11 13/16"8645 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 1' 3 7/8"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.015 @ 1' 3 7/8"0.138 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 2' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c unless detailed otherwise. Lower Level, Bath DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 8.7 1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 2' 9"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 7"18' 3"15.0 40.0 Floor - Upper Level 4 - Point (lb)7"N/A 428 1110 Linked from: Mudroom Opening, Support 1 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 34 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"249 737/-108 986/-108 None 2 - Column - SPF 5.50"5.50"3.22"1156 2948 4104 None 3 - Trimmer - SPF 5.50"5.50"2.04"704 1891/-88 2595/-88 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4104 @ 4' 3"7013 (5.50")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)859 @ 5' 3"2498 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-1068 @ 4' 3"3431 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 6' 3 7/16"0.098 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.007 @ 6' 3 3/4"0.196 Passed (L/999+)--1.0 D + 1.0 L (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 8' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Stair Beam Full LengthMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 1 - Uniform (PSF)0 to 8' 6" (Front)8'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 4' 3" (Front)1'15.0 40.0 Floor - Main Level 3 - Uniform (PSF)4' 3" to 8' 6" (Front)3'15.0 40.0 Floor - Stairs 4 - Point (lb)4' 3" (Front)N/A 387 990 Linked from: Stair Beam (H), Support 1 5 - Point (lb)8' 6" (Front)N/A 387 990 Linked from: Stair Beam (H), Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 35 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 2.75"2.75"1.50"120 281 -401 None 2 - Trimmer - SPF 5.50"5.50"3.23"1246 2875 112 4233 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4121 @ 3' 11"7013 (5.50")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)202 @ 1'2498 Passed (8%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)363 @ 2' 1/8"3431 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 2' 1/8"0.095 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.003 @ 2' 1/8"0.191 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' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Left Stair BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PSF)0 to 4' 3" (Front)1'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 4' 3" (Front)2' 6"15.0 40.0 -Floor - Stairs 3 - Point (lb)4' 3" (Front)N/A 1113 2561 112 Linked from: Flush Beam over Foyer/Great Room (H), Support 2 Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 36 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"528 1371 1899 None 2 - Trimmer - SPF 1.50"1.50"1.50"528 1371 1899 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1899 @ 0 1913 (1.50")Passed (99%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1030 @ 10 3/4"2498 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1859 @ 1' 11 1/2"3431 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.013 @ 1' 11 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.019 @ 1' 11 1/2"0.196 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' 11" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 11" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Family Room Mechanical Room HallMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 7/25/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 11"N/A 7.0 1 - Uniform (PSF)0 to 3' 11"17' 6"15.0 40.0 Floor - Main Level Forte v5.5, Design Engine: V7.3.2.4 8/7/2019 12:55:53 PM Page 37 of 38 17904 Evening Lane, Lakeville, MN.4te Forte Software Operator Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com Job Notes Topaz Payton XL 17904 Evening Lane, Lakeville, MN 8/7/2019; #23669 ________One Ten Ten Homes*Must provide when numberassigned by the MPCA_______________