The URL can be used to link to this page

Home My WebLink AboutLA170172 20465 Guernsey Ct Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"128GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP. @ FRONTSEE DETAILALUMINUM SOFFIT& FASCIA TYP.4:127:12128VINYL SIDING TYP.6" SMARTSIDE TRIMTYP. @ FRONT4 BD. 6" PLANKSSTYLE SHUTTERS 6" BUMPED OUT LOUVERW/ CORBELS3' - 6"CULTURED STONEW/ CONCRETE CAPADDRESS STONE 6" SMARTSIDE FRIEZE BOARD @ FRONT TYP.6" SMARTSIDE STORY BOARD TYP. @ FRONTTHE 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 FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:23 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550441OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISON1/4" = 1'-0"11FRONT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode06/13/2019dmathews 24" RETURNS TYP.8:128:12124127MAIN FLOOR1' -8 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.OWNER'S SUITE FLOOR13' -6 1/8"OWNER'S SUITE PLATE21' -7 1/4"GREAT ROOM PLATE11' -9 3/8"10' - 1 1/8"8' - 1 1/8"7:126:121281271268:128:1224" RETURNS TYP.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:24 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550442OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISON1/8" = 1'-0"21LEFT ELEVATION1/8" = 1'-0"22REAR ELEVATION1/8" = 1'-0"23RIGHT ELEVATIONSecure door closed until deck isconstructed with a separate permit. 20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"49' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY45' - 0"1' - 0"5' - 10"19' - 4"6' - 10"38' - 2"42' - 0"7' - 0"49' - 0"2' - 0"21' - 6"23' - 6"21' - 6"45' - 0"22' - 4"22' - 8"15' - 10"6' - 10"17' - 7 1/4"3' - 10 3/4"3' - 10 3/4"12' - 9 1/4"3' - 9 1/2"8' - 1 1/2"30' - 1"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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE: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.: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.6' - 3 1/4"15' - 2 3/4"8' - 3 1/4"14' - 4 3/4"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE*ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:24 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550443OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISON1/4" = 1'-0"31FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.15' - 10"6' - 10"20' - 6"10' - 0"18' - 6"30' - 6"49' - 0"38' - 2"6' - 10"18" FLOOR TRUSSESPER MFG. SPACING1' - 4 1/2"8' - 3"0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"18" FLOOR TRUSSESPER MFG. SPACING1' - 0"5' - 10"BEDROOM # 4UNFINISHED.23' - 6"21' - 6"21' - 6"2' - 0"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 2"0' - 4"0' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 19' - 4"22' - 8"2' - 7 1/4"15' - 0"2/6 x 6/85/0 x 6/83' x 4' F.G. SHWRW/ SURROUND2/4 x 6/84' VANITY2/8 x 6/8F. D.MECHANICALMECHANICALS MAY VERY.BATHROUGH-IN.UNEXCAVATEDFAMILY ROOMUNFINISHED.2/8 x 6/86/0 x 6/8SLIDER9' - 5"3' - 7"29' - 0"CO DET.SMOKEDET.SMOKEDET.45' - 0"42' - 0"42' - 0"7' - 0"49' - 0"INSULATE BETWEEN WALL & SLAB45' - 0"22' - 4"R & SH.267' - 0"16' - 6"10' - 9"7' - 9"21' - 6"16' - 8"92-2x102-2x102-2x102-9 1/2" LSLFLUSH4-2x6 TRIMMERS 2-9 1/2" LSL2-9 1/2" LSL W/2 TRIMMERS 3-9 1/2" LVL W/4' - 6"5' - 10"1' - 2"7' - 10"17' - 10"3' - 8"3' - 8"13' - 0"4' - 0"7' - 4"8' - 0"ANCHOR BOLTS ON EACH SIDE OF BEARING POINT ANCHOR BOLTS ON EACH SIDE OF BEARING POINT 7' - 3"1' - 11"7' - 6"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE4' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 9" B.W.P.3' - 9" B.W.P.3-2x63-2x64-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF THE CONCRETE/ SHEATHING 1/4" = 1'-0"41LOWER 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 FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:24 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550444OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISONCS-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. DN 3RUP 17RDN 16RDN 3R42' - 0"7' - 0"OFFICECARPET.SINKDW5/0 x 6/8OPG.18' - 6"30' - 6"20' - 6"10' - 0"49' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"11' - 1"7' - 5"4" REINFORCED CONCRETE SLAB,SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR PLATE16' x 8' O.H.GARAGEDOOR2/8 x 6/8FIRE RATED16' - 0"7' - 0"23' - 0"49' - 0"6' - 0"8' - 11"4' - 1"8' x 8' O.H.GARAGEDOORGARAGE23' - 0"KNEE WALL W/ 14" SPINDLES @ 6' -10" H.H.ABOVE LANDINGR-38 MIN. INSULATIONIN FLOOR ABOVESEE COLUMN DETAIL20" FLOOR TRUSSESPER MFG. SPACING6/0 x 6/8SLIDER45' - 0"2' - 0"21' - 6"38' - 0"6' - 0"1' - 0"4' - 6"5' - 10"0' - 10"7' - 10"45' - 0"24" CAN'T. ABOVE 9' - 8"13' - 10"10' - 9"7' - 9"RANGE3' - 9 1/4"4' - 0"3' - 6"6' - 0"4' - 0"2' - 4"2/4 x 6/82/4 x 6/82/4 x 6/836" REFMUDROOMVINYL.CLOSETVINYL.POWDERVINYL.KITCHENWOOD.DININGWOOD.0' - 4 1/2" TYP.GAS F.P.EQEQ3/0 x 6/815' - 1 1/4"7' - 10 3/4"21' - 6"16' - 6"5' - 6"0' - 6"PORCHCONCRETE.R & SH.PED. SINKPANTRY0' - 9 3/4"10' - 3 1/4"7' - 5"22' - 0"21' - 6"23' - 6"GREAT ROOMCARPET10'-1 1/8" PLATEFOYERWOOD.12' - 10"3' - 8"3' - 8"17' - 10"13131381172' - 0"19' - 0"5' - 0"GIRDER TRUSS FLOOR GIRDER OR2-11 7/8" LVL2-11 7/8" LSL 2-2x12 2-2x8 DROPPED 2-2x10 W/2 TRIMMERS 2-9 1/2" LSL2-2x10 2-9 1/2" LSL CONT. W/2 TRIMMERS EA. SIDE2-9 1/2" LSL2-9 1/2" LSL2-2x10FLOOR GIRDER2-2x10 FLUSH3-2x62-9 1/2" LSL FLUSH2-2x105' - 11 1/4"4' - 2"7' - 2"0' - 10"5' - 2"6' - 0"4' - 10"11' - 2"5x5 PSL5x7 PSL3-2x6 11' - 2"7' - 10"32" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING10'-11/8" PLATE HEIGHT9'-11/8" PLATE HEIGHT3' - 10"2' - 2"(5) 16" SH.STEP IN FLOOR ABOVESTEP IN FLOOR ABOVEMFG. ROOF TRUSSES24" O.C.MFG. ROOF TRUSSES24" O.C.MFG. ROOF TRUSSES24" O.C.4' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.1' - 6" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.4' - 0" B.W.P.3' - 10" B.W.P.2' - 6" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2x64' - 6"7' - 0"ABOVE FLOOR LINE CO DET.SMOKEDET.20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING1/4" = 1'-0"51MAIN 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 FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:25 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550445OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISONCS-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 NOTESTemper glass if within60" of landing floor.FANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.PFHPFHPortal Frame w/hold-downs required dueto opening height and limited panel width. DN 17RUP 2RUP 2RLOFTCARPETVAULTED42' - 0"8' - 4 1/8"15' - 1 5/8"5' - 10 3/4"6' - 11 7/8"5' - 7 5/8"2/6 x 6/8L.T.WASHERDRYERCO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESS19' - 0"23' - 0"R & SH.4/0 x 6/85/0 x 6/82/6 x 6/8R & SH.8' VANITY8' VANITY2'-6" LINEN2/4 x 6/82/0 SHWRDR.4:124:12BEDROOM #3CARPET.BEDROOM #2CARPET.CLOSETCARPET.CLOSETCARPET.BATHVINYL.HISCLOSETCARPET.ENBATHVINYL.LAUNDRYVINYL.OWNER'SSUITECARPETVAULTED2/4 x 6/82/4 x 6/8R & SH.R & SH.R & SH.40' - 0"36' - 6"3' - 6"40' - 0"HALLCARPET.KNEE WALL W/14" SPINDLES 17' - 10"3' - 8"3' - 8"14' - 10"4' - 6"5' - 10"31' - 8"12510445444312/8 x 6/82/6 x 6/82/4 x 6/8PKT5' TUB/SHWR2/4 x 6/8PKT2/4 x 6/82/4 x 6/82/4 x 6/8LINENHERCLOSETCARPET.2/4 x 6/82/8 x 6/8R & SH.4:124:12FUTURE 2-2x102-2x102-2x102-2x102-9 1/2" LSL2-2x102-2x102-2x102-2x102-2x102-2x10GIRDER TRUSSGIRDER TRUSSMFG. ROOF TRUSSES24" O.C.MFG. ROOF TRUSSES@ 24" O.C.42' - 0"11' - 0"8' - 8 1/4"16' - 9 3/4"9' - 6"9' - 6"2' - 6"20' - 6"4' - 6 1/4"9' - 0"7' - 11 3/4"18' - 6"KNEE WALL W/14" SPINDLES TILE SHOWER16' - 10"7' - 4"1' - 0"2' - 4"8' - 4"6' - 2"6' - 2"1' - 10"6' - 4"5' - 2"4' - 0"7' - 8"5' - 4"6' - 2"4' - 6"3' - 8"4' - 10"4' - 4"13' - 0"6' - 2"4' - 7 3/4"3' - 5 1/4"10' - 11"R & SH.16' - 4"12' - 1"6' - 8"6' - 11"HALF WALL W/ GLASS PANEL 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.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.3' - 0" B.W.P.3' - 0" B.W.P.SMOKEDET.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 FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:26 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550446OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISON1/4" = 1'-0"61UPPER 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 NOTES3'-0" B.W.P., panelneeded within 10'of corner.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FAN 7:1218" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 4:12 & 7:12W/ 6:12 & 8:12 TO MATCH 8:128:128:127:128:12RAISED HEEL4:126:121' - 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 POSTWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 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 INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:26 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550447OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISON1/8" = 1'-0"71ROOF PLAN1/2" = 1'-0"72TYP. COLUMNWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"3 WINDSOR NEXT DIMENSION 1 3636 SL 3' - 0" 3' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 5 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 24-48-2442 SL 8' - 0" 3' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 12' - 10"8 WINDSOR NEXT DIMENSION 1 4242 SL 3' - 6" 3' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"10 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 1 21-42-2160 SL 7' - 0" 5' - 0"6' - 10"12 WINDSOR NEXT DIMENSION 1 3648 CSMT 3' - 0" 4' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 3 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"3" 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"73TYP. WALL SECTION1/2" = 1'-0"74GARAGE CEILINGR-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 SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL 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 SEALER2x6 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 FOOTINGSFASTEN 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 PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETOFUPPER:MAIN:BONUS:TOTAL: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 INSULATION5/31/2019 11:22:27 AMTHE BRUEMMER RESIDENCEL5, B4 - ASPEN GROVE20465 GUERNSEY CT -LAKEVILLE, MN 550448OTT01485.6.19 CB16001228(937)28285.28.19 CB5.28.19 CB2.20.19 CB8'-1 1/8"9'-1 1/8"8'-4"10'-1 1/8"THE MADISON1/2" = 1'-0"81TYP. WALKOUT SECTION1/2" = 1'-0"82TYP. LOOKOUT SECTION1/2" = 1'-0"83TYP. HOUSE/STOOP WALL1/2" = 1'-0"84TYP. HOUSE/GARAGE WALL1/2" = 1'-0"85BEARING WALL SECTION3/8" = 1'-0"86METHOD PFH -PORTAL FRAME WITH HOLD-DOWNS 01: Second Floor Member Name Results Current Solution Comments Owners Suite Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Owners Bathoom Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroomm # 3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 02: Main Floor Member Name Results Current Solution Comments Great Room Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Stairs Flush Beam (H) Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Patio Door Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Kitchen Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Mudroom Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage (V) Flush Beam Passed 2 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Garage 8' OHD Passed 2 Piece(s) 2 x 12 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 Foyer Front Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Front Porch Dropped Beam Passed 2 Piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Foyer FLR Beam Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 03: Basement Member Name Results Current Solution Comments Bedroom # 4 Window Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Family Room Patio Door Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Family Room Window Passed 3 Piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Mechanical Room Opening Passed 2 Piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL 04: Girders (Sized for point loads only) Member Name Results Current Solution Comments Great Room FLR Girder Passed 2 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL 20465 Guernsey Ct, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 1 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 2 piece(s) 1 1/2" x 9 1/2" 1.5E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.60"1291 2194 3485 None 2 - Trimmer - SPF 3.00"3.00"1.60"1291 2194 3485 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)3485 @ 1 1/2"6525 (3.00")Passed (53%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2631 @ 1' 1/2"11034 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6976 @ 4' 3"9941 Passed (70%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.191 @ 4' 3"0.275 Passed (L/518)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.303 @ 4' 3"0.412 Passed (L/326)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Second Floor, Owners 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 8.7 1 - Uniform (PSF)0 to 8' 6"14' 9"20.0 35.0 roof Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 2 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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"464 797 1261 None 2 - Trimmer - SPF 1.50"1.50"1.50"464 797 1261 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)1261 @ 0 1913 (1.50")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)257 @ 10 3/4"2872 Passed (9%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)709 @ 1' 1 1/2"3946 Passed (18%)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 2009 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. Second Floor, Owners Bathoom 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 IDR; plan dated 5/6/2019. 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"20' 3"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 3 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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"670 1152 1822 None 2 - Trimmer - SPF 1.50"1.50"1.50"670 1152 1822 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)1821 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 S (All Spans) Shear (lbs)817 @ 10 3/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1480 @ 1' 7 1/2"3946 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.010 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c 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. Second Floor, Bedroomm # 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 1 - Uniform (PSF)0 to 3' 3"20' 3"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 4 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 3.00"3.00"1.80"1674 668/-85 2236 4578/-85 None 2 - Trimmer - SPF 4.50"4.50"1.50"953 1741 155/-226 2849/-226 None 3 - Trimmer - SPF 4.50"4.50"3.61"3344 2996 3024 9364 None 4 - Trimmer - SPF 3.00"3.00"1.50"1065 806/-110 1155 3026/-110 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)7859 @ 7' 9 3/4"9788 (4.50")Passed (80%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)3169 @ 8' 9 1/2"11034 Passed (29%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)-2396 @ 7' 9 3/4"9941 Passed (24%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.020 @ 9' 8 7/8"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.035 @ 9' 9 1/16"0.191 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 9" o/c unless detailed otherwise. Main Floor, Great Room WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 5/6/2019. 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' 9"N/A 8.7 1 - Uniform (PSF)0 to 7' 6"9'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)7' 6" to 11' 9"11'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 11' 9"1'80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 6"14' 9"20.0 -35.0 Snow - Main 5 - Uniform (PSF)8' 6" to 11' 9"14' 9"20.0 -35.0 Snow - Main 6 - Point (lb)7' 6"N/A 592 1146 - Linked from: Great Room FLR Girder, Support 2 7 - Point (lb)6"N/A 1291 -2194 Linked from: Owners Suite Window, Support 1 8 - Point (lb)8' 6"N/A 1291 -2194 Linked from: Owners Suite Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 5 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.56"562 1425 1987 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"539 1365 1904 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)1904 @ 7' 7"4463 (3.50")Passed (43%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1370 @ 1' 2 3/4"2498 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3298 @ 3' 11 1/2"3431 Passed (96%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.081 @ 3' 11 1/2"0.181 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.113 @ 3' 11 1/2"0.363 Passed (L/772)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 1" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 9" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Floor, Stairs 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 9"N/A 7.0 1 - Uniform (PSF)0 to 7' 9" (Front)9'15.0 40.0 Floor - Upper Level Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 6 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 3.00"3.00"2.33"2200 1430 2392 6022 None 2 - Trimmer - SPF 3.00"3.00"2.33"2200 1430 2392 6022 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)5066 @ 6' 4 1/2"6525 (3.00")Passed (78%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3482 @ 1' 1/2"11034 Passed (32%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7221 @ 3' 3"9941 Passed (73%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.115 @ 3' 3"0.208 Passed (L/655)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.203 @ 3' 3"0.313 Passed (L/370)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 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. Main Floor, 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 IDR; plan dated 5/6/2019. 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 8.7 1 - Uniform (PSF)0 to 6' 6"11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 2' 3"20' 3"20.0 -35.0 Snow - Main 4 - Uniform (PSF)4' 3" to 6' 6"20' 3"20.0 -35.0 Snow - Main 5 - Point (lb)2' 3"N/A 464 -797 Linked from: Owners Bathoom Window, Support 1 6 - Point (lb)4' 3"N/A 464 -797 Linked from: Owners Bathoom Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 7 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 1.50"1.50"1.50"1298 825 1435 3558 None 2 - Trimmer - SPF 1.50"1.50"1.50"1333 825 1488 3646 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)3068 @ 3' 9"3263 (1.50")Passed (94%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2153 @ 2' 10"11034 Passed (20%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)2945 @ 1' 11 5/8"9941 Passed (30%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.022 @ 1' 11"0.125 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.039 @ 1' 11"0.188 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" o/c unless detailed otherwise. Main Floor, 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 IDR; plan dated 5/6/2019. 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' 9"N/A 8.7 1 - Uniform (PSF)0 to 3' 9"11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 9"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3'20' 3"20.0 -35.0 Snow - Main 4 - Point (lb)3'N/A 464 -797 Linked from: Owners Bathoom Window, Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 8 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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"1.53"538 1407 1945 None 2 - Trimmer - SPF 1.50"1.50"1.53"538 1407 1945 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)1945 @ 0 1913 (1.50")Passed (102%)--1.0 D + 1.0 L (All Spans) Shear (lbs)815 @ 10 3/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1499 @ 1' 6 1/2"3431 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 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 Floor, Mudroom Service 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 1 - Uniform (PSF)0 to 3' 1"22' 9 3/4"15.0 40.0 Floor - Upper Level Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 9 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger •¹ See Connector grid below for additional information and/or requirements. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 11 7/8" SPF beam 5.50"Hanger¹1.57"2614 311 1768 4693 See note ¹ 2 - Stud wall - SPF 5.50"5.50"2.90"2578 306 1739 4623 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)4129 @ 5 1/2"4129 (1.57")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3570 @ 1' 5 3/8"9081 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)15096 @ 7' 9 1/4"20525 Passed (74%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.257 @ 7' 9 1/4"0.366 Passed (L/684)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.637 @ 7' 9 1/4"0.731 Passed (L/276)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise. Main Floor, Garage (V) Flush BeamMEMBER REPORT PASSED Connector: Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 5/6/2019. 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 15' 5"N/A 12.1 1 - Uniform (PSF)0 to 15' 5" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 15' 5" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 15' 5" (Front)3'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 15' 5" (Front)1'100.0 --Wall - Gable 5 - Uniform (PSF)0 to 15' 5" (Front)3' 6"20.0 -35.0 Snow - Garage Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 10 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 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 Floor, 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 IDR; plan dated 5/6/2019. 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 - Garage 2 - Uniform (PSF)0 to 8' 9"1'100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 11 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 2009 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 Floor, 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 12 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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"2.10"1525 770 767 3062 None 2 - Trimmer - SPF 3.00"3.00"1.50"815 770 321 1906 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)2678 @ 1 1/2"3825 (3.00")Passed (70%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)702 @ 1' 1/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1262 @ 1' 10"3431 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 10"0.114 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.010 @ 1' 10"0.171 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Floor, Foyer Front 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 8"N/A 7.0 1 - Uniform (PSF)0 to 3' 8"10' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 8"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 8"2'20.0 -35.0 Snow - Monos 4 - Point (lb)0 N/A 710 -446 Loft Window 5 - Uniform (PSF)0 to 3' 8"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 3' 8"1'100.0 --Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 13 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 3.00"3.00"1.50"1702 1275 656 3633 None 2 - Trimmer - SPF 3.00"3.00"1.50"1300 1275 394 2969 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)3150 @ 1 1/2"6525 (3.00")Passed (48%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2210 @ 1' 1/2"9595 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5421 @ 3' 3"8645 Passed (63%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.088 @ 3' 8 1/2"0.242 Passed (L/988)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.192 @ 3' 8 1/4"0.363 Passed (L/453)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 7' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 6" o/c unless detailed otherwise. Main Floor, Office WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 6"N/A 8.7 1 - Uniform (PSF)0 to 7' 6"8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 7' 6"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7' 6"1'20.0 -35.0 Snow - Porch 4 - Point (lb)3' 3"N/A 710 -446 Loft Window 5 - Uniform (PSF)0 to 3' 3"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 3' 3"1'100.0 --Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 14 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 2 piece(s) 2 x 8 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 - Stud wall - SPF 5.50"5.50"1.50"424 714 1138 None 2 - Stud wall - SPF 5.50"5.50"2.00"966 1585 2551 Blocking 3 - Trimmer - SPF 3.00"3.00"1.50"214 421 635 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)2550 @ 11' 1"7013 (5.50")Passed (36%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1197 @ 10' 3"2251 Passed (53%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2379 @ 11' 1"2645 Passed (90%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.154 @ 5' 6 3/16"0.342 Passed (L/800)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.237 @ 5' 5 3/4"0.514 Passed (L/521)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2009 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 16' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 5" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Floor, Front Porch Dropped 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 9"N/A 5.5 1 - Uniform (PSF)0 to 18' 9" (Front)4'20.0 35.0 Snow - Porch Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 15 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 3.50"3.50"3.42"2186 5261 7447 None 2 - Trimmer - SPF 3.00"3.00"1.82"1101 2850 3951 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)7446 @ 2"7613 (3.50")Passed (98%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2854 @ 1' 1"9595 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6923 @ 3' 9 1/2"8645 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.174 @ 3' 9 1/2"0.181 Passed (L/500)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.241 @ 3' 9 1/2"0.363 Passed (L/361)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 7" o/c unless detailed otherwise. Main Floor, Foyer FLR 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 7' 6 1/2"N/A 8.7 1 - Uniform (PSF)0 to 7' 6 1/2" (Front)19'15.0 40.0 Floor - Upper Level 2 - Point (lb)0 (Front)N/A 1072 2379 Linked from: Great Room FLR Girder, Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 16 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 3.00"3.00"1.67"1206 2437 60/-88 3703/-88 None 2 - Trimmer - SPF 3.00"3.00"1.95"1418 2824 95/-138 4337/-138 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) [Group] Member Reaction (lbs)4242 @ 5' 4 1/2"6525 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) [1] Shear (lbs)3259 @ 4' 5 1/2"9595 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)6452 @ 3' 4"8645 Passed (75%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.082 @ 2' 9 5/8"0.175 Passed (L/768)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.124 @ 2' 9 11/16"0.262 Passed (L/510)--1.0 D + 1.0 L (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Basement, 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 8.7 1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)3' 4"N/A 953 1741 155/-226 Linked from: Great Room Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 17 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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"4.45"3883 5345 2392 11620 None 2 - Trimmer - SPF 4.50"4.50"4.45"3883 5345 2392 11620 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)9686 @ 3"9788 (4.50")Passed (99%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3663 @ 1' 2"9595 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8099 @ 3' 4 1/2"8645 Passed (94%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.154 @ 3' 4 1/2"0.208 Passed (L/486)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.221 @ 3' 4 1/2"0.313 Passed (L/340)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 9" o/c unless detailed otherwise. Basement, Family 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 IDR; plan dated 5/6/2019. 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' 9"N/A 8.7 1 - Uniform (PSF)0 to 6' 9"22'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 9"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6' 9"7'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 2200 1430 2392 Linked from: Dining Room Patio Door, Support 1 5 - Point (lb)6' 9"N/A 2200 1430 2392 Linked from: Dining Room Patio Door, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 18 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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"2.94"4669 4985 3718 13372 None 2 - Trimmer - SPF 3.00"3.00"2.73"4318 4985 3103 12406 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)11196 @ 1 1/2"11419 (3.00")Passed (98%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7056 @ 7' 5 1/2"9476 Passed (74%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)16882 @ 4' 2 5/16"17662 Passed (96%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.209 @ 4' 2 13/16"0.275 Passed (L/474)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.357 @ 4' 2 13/16"0.412 Passed (L/278)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise. Basement, Family Room WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 5/6/2019. 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"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)0 to 2' 6"11'15.0 40.0 -Floor - Upper Level 5 - Uniform (PSF)6' to 8' 6"11'15.0 40.0 -Floor - Upper Level 6 - Uniform (PSF)0 to 2' 6"1'80.0 --Wall - Upper Level 7 - Uniform (PSF)6' to 8' 6"1'80.0 --Wall - Upper Level 8 - Uniform (PSF)3" to 2' 6"20' 3"20.0 -35.0 Snow - Main 9 - Uniform (PSF)7' 6" to 8' 6"20' 3"20.0 -35.0 Snow - Main 10 - Point (lb)2' 6"N/A 1298 825 1435 Linked from: Kitchen Window, Support 1 11 - Point (lb)6'N/A 1333 825 1488 Linked from: Kitchen Window, Support 2 12 - Point (lb)3"N/A 464 -797 Linked from: Owners Bathoom Window, Support 2 13 - Point (lb)7' 6"N/A 464 -797 Linked from: Owners Bathoom Window, Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 19 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 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 6.00"6.00"4.94"3098 7636 10734 None 2 - Trimmer - SPF 1.50"1.50"1.50"776 2019 2795 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)2794 @ 4' 7 1/2"3263 (1.50")Passed (86%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1589 @ 1' 3 1/2"9595 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2969 @ 2' 6"8645 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.033 @ 2' 6"0.142 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.046 @ 2' 6"0.213 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 8" o/c unless detailed otherwise. Basement, Mechanical Room Opening 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 7 1/2"N/A 8.7 1 - Uniform (PSF)0 to 4' 7 1/2"23' 9"15.0 40.0 Floor - Main Level 2 - Point (lb)0 N/A 2186 5261 Linked from: Foyer FLR Beam, Support 1 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 20 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.32"1072 2379 3451 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"592 1146 1738 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)3451 @ 4"8181 (5.50")Passed (42%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3025 @ 1' 7 1/2"9310 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)11576 @ 8' 1/4"24258 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.420 @ 10' 4 15/16"0.533 Passed (L/610)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.624 @ 10' 5 3/8"1.067 Passed (L/410)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 22' o/c unless detailed otherwise. Girders (Sized for point loads only), Great Room FLR GirderMEMBER 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 IDR; plan dated 5/6/2019. Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 22'N/A 14.3 1 - Uniform (PSF)0 to 4' (Front)1'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)4' to 22' (Front)2'15.0 40.0 Floor - Upper Level 3 - Uniform (PSF)0 to 4' (Front)3' 6"15.0 40.0 Floor - Stairs 4 - Point (lb)4' (Front)N/A 539 1365 Linked from: Stairs Flush Beam (H) , Support 2 Forte v5.4, Design Engine: V7.1.1.3 5/23/2019 5:11:27 PM Page 21 of 21 20465 Guernsey Ct, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes Topaz Bruemmer Residence - The Madison 20465 Guernsey Ct, Lakeville, MN 5/23/2019 Job # 23531 6/4/19MCx