HomeMy WebLinkAboutLA178239 -5566 Upper 179th St Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
MAIN FLOOR1' -8 1/4"UPPER PLATE20' -5 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -4 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"128ALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDEFRIEZE BOARD 6" SMARTSIDE STORY BOARD TYP.4:12SEE COLUMN DETAILSHEET A-5013' - 6"7:121284" SMARTSIDE TRIM@ WINDOWS & DOORSTYP. -FRONT ONLY7:1210ADDRESS STONECULTURED STONE W/CONCRETE CAPVINYL BOARD& BATTEN TYP.4' - 0"128GARAGE PLATE HEIGHT10' - 9 3/8"VINYL LAP SIDING& 4" SMARTSIDE CORNERS TYP. @ FRONT ONLY1/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:46 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-201OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XLSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-202 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/25/2020dmathews
8:128:1212724" RETURNSTYPICAL7:121278:12ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING& CORNERS7:121281271278:128:121247:124:1224" RETURNSTYPICAL1274:12STANDARD ENERGY HEELS @ 4:12 & 7:12 PITCH TYP.TYP.1' - 6"8:128:128:128:127:127:124:127:127:12HEELS @ 8:12 PITCH TO MATCH18" OVERHANGS & 12" RAKES TYP.5 ROOF VENTS REQUIRED7:121 ROOF VENT REQUIRED 1 ROOF VENT REQUIRED 4 ROOF VENTS REQUIRED THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:47 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-202OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XL1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023RIGHT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit.
50' - 0"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"50' - 0"28' - 2"19' - 10"1' - 8 1/2"8' - 3" M.O.1' - 0 1/2"1' - 11 1/2"16' - 3" M.O.1' - 11 1/2"2' - 0"20' - 6"14' - 0"5' - 10"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.10' - 0"40' - 0"13' - 6"26' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2" FOAM INSULATIONBETWEEN WALL & SLAB19' - 8"20' - 4"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE2' - 0"48' - 0"28' - 4"14' - 8"0' - 7 1/2"6' - 9 3/4"4' - 2 3/4"16' - 6"11' - 8"15' - 8 1/4"3' - 4 1/2"3' - 11 1/4"3' - 10 3/4"13' - 1 1/4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.27' - 6"22' - 6"40' - 0"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 2":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.50' - 0"50' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE11' - 9 1/2"M.O.3' - 3"5' - 5 1/2"0' - 4"0' - 4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:47 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-401OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XL1/4" = 1'-0"A-4011FOUNDATION PLAN
UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.4' VANITYFAMILYROOMBEDROOM #5BATHMECHANICAL/ STORAGE27' - 6"22' - 6"1' - 10"19' - 10"20' - 2"11' - 0"18' - 10"31' - 2"28' - 2"19' - 10"15' - 10"5' - 10"4' - 8"CO DET.SMOKEDET.19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"2' - 0"20' - 6"148" F.G. SHWRCLOSET2214' - 0"5' - 10"11' - 8"16' - 6"UNEXCAVATED10' - 0"40' - 0"13' - 6"26' - 6"R & SH.2x67' - 7"1' - 11"3' - 7 3/4"11' - 9 1/4"15' - 1"6' - 9"6' - 9"4' - 3"12' - 9"9' - 6"3-9 1/2" LVL W/ SMOKEDET.2" FOAM INSULATIONBETWEEN WALL & SLAB*3-1/2" CONC. FLOOR*MECHANICALS MAY VARY19' - 8"20' - 4"4' - 0" B.W.P.4' - 0" B.W.P.528' - 4"14' - 0" B.W.P.*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/SHEATHING2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE2-2x102-2x102-2x10 W/ 2 TRIMMERS 2-9 1/2" LSL@ 65"12" CANTILEVERABOVE50' - 0"2' - 0"48' - 0"50' - 0"40' - 0"3' - 6"4' - 2 1/2"15' - 1"1150' - 0"50' - 0"AIR EX.1211' - 8"3' - 11"12' - 9"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING10' - 4"0' - 4"2-2x102-9 1/2" LSLFLOOR GIRDER1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:48 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-402OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XLCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESFANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
UP 17RDN 16RDN 3RDN 3R50' - 0"28' - 0"20' - 0"50' - 0"9KITCHENDININGROOMGREAT ROOMFOYEROFFICEMUD ROOMDW30" GASRANGEGARAGEPORCH5' - 11"5' - 0"17' - 1"6' - 0"14' - 0"18' - 10"31' - 2"20' - 2"11' - 0"9' - 6"12' - 6"4' - 6"6' - 9"6' - 9"2' - 0"6' - 0"2' - 1"16' - 0"2' - 1"1' - 2"8' - 0"1' - 10"0' - 10"5' - 2"1' - 0"11' - 0"7' - 4"SMOKEDET.4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE15132-11 7/8" LSL4' - 1 1/2"4' - 0"12" CANT. ABOVE3' - 10"9' - 0"6' - 6"SEE COLUMN DETAIL SHEET A-5014' - 4"5' - 10"0' - 10"15' - 0"3-2x102-11 7/8"LSL FLUSH2-9 1/2" LSL2-2x10 DROPPEDTYP.0' - 4 1/2"27' - 6"22' - 6"2' - 0"20' - 6"2-2x1210' - 0"40' - 0"SNACK BAR1120' - 8"PORTAL FRAME W/ HOLD DOWN3' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.SINKSET FIREPLACE @ F.F.HALF HIGH STONE WRAPPED TO EXTERIOR WALL W/ WRAPPED MANTEL POWDER36" REFPED. SINK82-2X102-2X10 CONT.2-2X102-11 7/8"LSL FLUSH2-2X10PORTAL FRAME W/ HOLD DOWN2-2X102-2X102-2X103' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.4' - 0" B.W.P.2' - 0" B.W.P.2' - 0" B.W.P.1' - 9" B.W.P.2-2X1048' - 0"4' - 2"23' - 10"3' - 2 3/4"7' - 6"3' - 2"1' - 0"5' - 8"22' - 4"12' - 0 1/4"14' - 8 1/4"2' - 10"4' - 5 1/2"6' - 0"11' - 6"16' - 6"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"2-2X1040' - 0"2' - 0"2' - 0"9" HEAT DUCT1/2 WALL W/14" SPINDLES 2x628' - 0"2-2X10EQEQ15' - 9 1/4"9992774' - 2"6' - 10"6' -10" H.H.6' -10" H.H.6' -10" H.H.43' - 1"2' - 10"2' - 10"14' - 3"B.W.P.5' - 0"B.W.P.4' - 0"GAS F.P.1' - 0"81116" SH.PANTRY68' - 0"12' - 8"10R & SH.SPIGOTINTERIOR77' - 1"13' - 5"INSULATE GARAGE WALLS & CEILING 5' - 4"TECH TUBEABOVE18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.16' - 8"11' - 4"14MFG. ROOF TRUSSES@ 24" O.C.2x4 DBL:FRAME FORFRIDGE RECESS3' - 9 1/4"3'x5'CONCRETE PAD2-2X103 TRIMMERSHHUS48HHUS482 TRIMMERS50' - 0"1' - 0"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:48 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-403OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XLCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES
DN 17RBEDROOM #4LAUNDRYBEDROOM #3OWNER'SSUITEHALL1/2 WALL W/ WOOD CAPSMOKEDET.SMOKEDET.OWNER'SBATH6' VANITYCLOSETR & SH.4SMOKEDET.54R & SH.4BEDROOM #2GIRDER TRUSSCO DET.SMOKEDET.ATTICACCESS2' LINEN2WASHERDRYER34:124:12GIRDERTRUSS13' - 0"27' - 0"3' - 0"28' - 0"29' - 0"2' - 0"26' - 6"13' - 6"R & SH.116' - 4"14' - 6"5' - 8"6' - 9"6' - 9"4CLOSETBATH2x63' VANITYR & SH.115' TUB/SHWR6' - 6"6' - 6"2' - 6"7' - 6"17' - 0"VAULT LINE2-2x102-2x102-2x102-2x102-2x102-2x102-2x102' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.3' - 0" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.2' - 3" B.W.P.40' - 0"5' - 9"22' - 3"40' - 0"8' - 0"4' - 3 1/2"1' - 1 1/2"4' - 3"1' - 8"4' - 8"5' - 0"8' - 5 1/2"2' - 6 1/4"2' - 6 1/4"14' - 6"9' - 0 1/2"3' - 7 1/2"2' - 6"11' - 8 1/4"3' - 3"3' - 2"6' - 8 3/4"19' - 3 1/2"3' - 8 1/2"3' - 8 1/2"13' - 3 1/2"4' - 4"5' - 0"0' - 10"15' - 10"48" F.G.SHOWERW/ TILE WALLS& BYPASS DOOR@ 65"@ 65"@ 65"@ 65"0' - 9"1' - 11"2' - 6 1/4"5443116SMOKEDET.2' - 3" B.W.P.DBL: FRAMEFOR PLUMBING WALL31' - 0"31' - 0"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.3' x 5' TUB W/ TILEDECKSHAMPOO SHELF6' - 8 3/4"6' - 6 3/4"0' - 6"IN-FLOOR HEAT1/2 WALL W/14" SPINDLES THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:49 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-404OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XL1/4" = 1'-0"A-4041UPPER FLOOR PLANCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Temper ifglass within60" of floor.Temper ifglass within60" of floor.FANFAN
WATER PROOF COATINGFROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.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 FASCIARIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALL2" FOAMBOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATHINGR-20 MIN. SPRAYFOAM INSULATIONALUMINUMDRIP EDGE1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:50 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-501OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XLWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 6048 SL 3 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 7260 SL 1 6' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 6060 SL 1 5' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2424 AWN 3 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2424-2 FIXED 1 4' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 24-48-2460 SL 1 8' - 0" 5' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 3018 PIC 2 2' - 6" 1' - 6" 6' - 10"8 WINDSOR NEXT DIMENSION 4242 SL 1 3' - 6" 3' - 6" 6' - 10"9 WINDSOR NEXT DIMENSION P4260/AR24 T 3 4' - 0" 7' - 0" 8' - 0"10 WINDSOR NEXT DIMENSION 2424 AWN FIXED 1 2' - 0" 2' - 0" 2' - 6"11 WINDSOR NEXT DIMENSION 24-48-2448 SL 1 8' - 0" 4' - 0"6' - 10"3/8" = 1'-0"A-5012TYP. WALL SECTION1/2" = 1'-0"A-5013TYP. COLUMN3" 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:DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 x 6/882 2/6 x 6/833 2/6 x 6/8 PKT 14 2/6 x 6/8 SOLID CORE 45 2/8 x 6/826 2/8 x 6/8 FIRE RATED 17 3/0 x 6/818 3/0 x 6/8 OPG. 19 3/0 x 6/8 W/ 12" D.S. SL'S 110 4/0 x 6/8 BF111 5/0 x 6/8 OPG. 112 6/0 x 6/8 SLIDER 113 8' x 8' O.H. GARAGE DOOR 114 12" TRANSOM / 6/0 x 6/8 SLIDER 115 16' x 8' O.H. GARAGE DOOR 1ROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREACEILINGHEIGHT COMMENTSLOWER FLOOR FAMILY ROOM CARPET 423 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 177 SF 8' - 2" .LOWER FLOOR BATH VINYL 48 SF 8' - 2" .LOWER FLOOR MECHANICAL / STORAGE UNFINISHED 182 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 65 SF 8' - 2" .MAIN FLOOR KITCHEN WOOD 197 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 108 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 244 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 121 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 121 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 57 SF 9' - 1 1/8" .MAIN FLOOR GARAGE UNFINISHED 627 SF 10' - 9 3/8"MAIN FLOOR PORCH CONCRETE 113 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 28 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 143 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 30 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 128 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 181 SF 8' - 1 1/8" VAULTEDUPPER FLOOR HALL CARPET 76 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 122 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH VINYL 91 SF 8' - 1 1/8" IN-FLOOR HEATUPPER FLOOR CLOSET CARPET 55 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 42 SF 8' - 1 1/8" .
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) INSULATIONDRYVIT INSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:3/5/2020 9:32:50 AMTHE NIEVEEN &CHRISTIANSEN RES.L19, B4 - KNOB HILL5566 UPPER 179th STREET WESTLAKEVILLE, MN 55044A-502OTT0971.27.20 CB110611117851.29.20 CB2.14.20 CB3.5.20 CB1.22.20 CB8'-1 1/8"9'-1 1/8"8'-4"3002PAYTON XL1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5026TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL
Upper Level
Member Name Results Current Solution Comments
Bedroom # 2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bedroom # 3 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Closet Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Stair Landing Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Main Level
Member Name Results Current Solution Comments
Kitchen Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Room Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Office Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Front Porch Dropped Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Foyer (H) Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Foyer (V) Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Foyer Stairs (H) Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Foyer Front Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
Garage 8' OHD Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Mudroom Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Pantry Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Mudroom Kitchen Opening Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Lower Level
Member Name Results Current Solution Comments
Bedroom # 5 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Family Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Family Room Window Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Mechanical Room Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bathroom Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
Bedroom # 4 WIC Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
5566 Upper 179th St, Lakeville, MN_Imported
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 1 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom # 2 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 2 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2288 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1439 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2867 @ 2' 9"3946 Passed (73%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.032 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.051 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
2 - Trimmer - SPF 3.00"3.00"1.79"844 1444 2288 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"15'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Bedroom # 3 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 3 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)936 @ 0 1913 (1.50")Passed (49%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)191 @ 10 3/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)527 @ 1' 1 1/2"3946 Passed (13%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.002 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None
2 - Trimmer - SPF 1.50"1.50"1.50"345 591 936 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 3"15'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Closet Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 4 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1768 @ 0 1913 (1.50")Passed (92%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1023 @ 10 3/4"2872 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1879 @ 2' 1 1/2"3946 Passed (48%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.014 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.022 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None
2 - Trimmer - SPF 1.50"1.50"1.50"652 1116 1768 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 3"15'20.0 35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Upper Level, Stair Landing Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 5 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1040 @ 0 1913 (1.50")Passed (54%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)543 @ 10 3/4"2498 Passed (22%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)975 @ 1' 10 1/2"3431 Passed (28%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.005 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.009 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"402 638 1040 None
2 - Trimmer - SPF 1.50"1.50"1.50"402 638 1040 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 9"8' 6"15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)0 to 3' 9"1'80.0 -Wall - Upper Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Kitchen Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 6 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4064 @ 1 1/2"5738 (3.00")Passed (71%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2872 @ 1' 1/4"4308 Passed (67%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)5146 @ 1' 11"5919 Passed (87%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.045 @ 3' 1"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.081 @ 3' 1 1/16"0.313 Passed (L/922)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.12"1809 1105 1901 4815 None
2 - Trimmer - SPF 3.00"3.00"1.50"1028 1105 549 2682 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ----
1 - Uniform (PSF)0 to 6' 6"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 1' 11"15'20.0 -35.0 Snow - Main
4 - Point (lb)1' 11"N/A 844 -1444 Linked from: Loft
Window, Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Room Patio Door
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 7 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5786 @ 3' 9 3/4"5738 (4.50")Passed (101%)--1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (lbs)2430 @ 6' 8 3/4"2872 Passed (85%)1.15 1.0 D + 1.0 S (Alt Spans)
Moment (Ft-lbs)-2244 @ 3' 9 3/4"3946 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
Live Load Defl. (in)0.008 @ 5' 9 3/4"0.129 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.012 @ 5' 10"0.194 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 8" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 8" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"728 584/-67 787 2099/-
67 None
2 - Trimmer - SPF 4.50"4.50"4.54"2513 1566 2799 6878 None
3 - Trimmer - SPF 4.50"4.50"3.26"1783 1566 1604 4953 None
4 - Trimmer - SPF 3.00"3.00"2.05"1107 626/-67 1384 3117/-
67 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 7 1/2"N/A 7.0 ----
1 - Uniform (PSF)0 to 11' 7 1/2"8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 11' 7 1/2"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 6"15'20.0 -35.0 Snow - Main
4 - Point (lb)6' 6"N/A 844 -1444
Linked from:
Bedroom # 2
Window, Support 1
5 - Point (lb)11' 6"N/A 844 -1444
Linked from:
Bedroom # 2
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Room Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 8 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2612 @ 1 1/2"3825 (3.00")Passed (68%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1484 @ 1' 1/4"2498 Passed (59%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)2916 @ 3' 3"3431 Passed (85%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.040 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.081 @ 3' 3"0.313 Passed (L/924)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.05"1398 910 709 3017 None
2 - Trimmer - SPF 3.00"3.00"2.05"1398 910 709 3017 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 6' 6"7'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch
4 - Point (lb)9"N/A 459 -289 Bedroom # 3
Window
5 - Point (lb)5' 9"N/A 459 -289 Bedroom # 3
Window
6 - Uniform (PSF)0 to 9"3'20.0 -35.0 Snow - Main
7 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 Snow - Main
8 - Uniform (PSF)0 to 9"1'100.0 --Wall - Gable
9 - Uniform (PSF)5' 9" to 6' 6"1'100.0 --Wall - Gable
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Office Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 9 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3338 @ 7' 7"7013 (5.50")Passed (48%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1561 @ 8' 7"2872 Passed (54%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-3305 @ 7' 7"3946 Passed (84%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.122 @ 13' 6 1/2"0.367 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.189 @ 13' 6 7/8"0.550 Passed (L/700)--1.0 D + 1.0 S (Alt Spans)
System : Roof
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/360) and TL (L/240).
•Overhang deflection criteria: LL (2L/360) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 12' 1" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 11" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 3.00"3.00"1.50"245 506 751 Blocking
2 - Stud wall - SPF 5.50"5.50"2.62"1264 2074 3338 Blocking
3 - Stud wall - SPF 5.50"5.50"1.50"587 982 1569 Blocking
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 19' 7"N/A 7.0 --
1 - Uniform (PSF)0 to 19' 7" (Front)5'20.0 35.0 Snow - Porch
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Front Porch Dropped Beam
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 10 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3457 @ 1 1/2"4463 (3.00")Passed (77%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)2297 @ 5' 3 1/8"9878 Passed (23%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)4914 @ 2' 6 13/16"18346 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.033 @ 3' 2 1/8"0.153 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.062 @ 3' 2 1/8"0.306 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 3" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 3" o/c based on loads applied, unless detailed otherwise.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Stud wall - SPF 3.00"3.00"2.32"1596 638 1844 4078 Blocking
2 - Hanger on 11 7/8" LVL beam 3.50"Hanger¹1.50"1683 671 1951 4305 See note ¹
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 3"N/A 13.0 ----
1 - Uniform (PSF)0 to 6' 6 1/2" (Front)5'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 6' 6 1/2" (Front)1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 6' 6 1/2" (Front)1'20.0 -35.0 Snow - Porch
4 - Uniform (PSF)0 to 2' 6" (Front)15'20.0 -35.0 Snow - Main
5 - Uniform (PSF)4' 6" to 6' 6 1/2" (Front)15'20.0 -35.0 Snow - Main
6 - Point (lb)2' 6" (Front)N/A 345 -591 Linked from: Closet
Window, Support 1
7 - Point (lb)4' 6" (Front)N/A 345 -591 Linked from: Closet
Window, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer (H) Flush Beam
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 11 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9244 @ 1' 2 3/4"13956 (5.50")Passed (66%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)7701 @ 2' 5 3/8"9878 Passed (78%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)14217 @ 3' 3"18346 Passed (77%)1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)0.199 @ 6' 2 11/16"0.282 Passed (L/679)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.358 @ 6' 2 5/8"0.564 Passed (L/378)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Overhang deflection criteria: LL (2L/480) and TL (2L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 5" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 6" o/c based on loads applied, unless detailed otherwise.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"3.64"3978 980 5267 10225 Blocking
2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"858 587 887 2332 See note ¹
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger LUS410 2.00"N/A 8-16d 6-16d
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 6"N/A 13.0 ----
1 - Uniform (PSF)0 to 3' 3" (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)3' 3" to 12' 9 1/2" (Front)2'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)0 to 3' 3" (Front)1'80.0 --Wall - Upper Level
4 - Uniform (PSF)0 to 3' 3" (Front)1'20.0 -35.0 Snow - Porch
5 - Point (lb)3' (Front)N/A 1820 -3185 Roof Girder
6 - Uniform (PSF)0 to 3' (Front)8' 6"20.0 -35.0 Snow - Main
7 - Point (lb)3' 3" (Front)N/A 1683 671 1951
Linked from: Foyer
(H) Flush Beam,
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer (V) Flush Beam
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 12 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5442 @ 11' 2"8181 (5.50")Passed (67%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3679 @ 10' 5/8"8590 Passed (43%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)10376 @ 6' 1"15953 Passed (65%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.227 @ 5' 10"0.271 Passed (L/573)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.326 @ 5' 10 3/16"0.542 Passed (L/399)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' 2" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"2.31"1021 2419 55 3495 Blocking
2 - Stud wall - SPF 5.50"5.50"3.66"1974 3468 832 6274 Blocking
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 6"N/A 13.0 ----
1 - Uniform (PSF)0 to 4' (Front)8' 6"15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)4' to 10' 6" (Front)13'15.0 40.0 -Floor - Upper Level
3 - Uniform (PSF)10' 6" to 11' 6" (Front)14'15.0 40.0 -Floor - Upper Level
4 - Point (lb)10' 6" (Front)N/A 858 587 887
Linked from: Foyer
(V) Flush Beam,
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Stairs (H) Flush Beam
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 13 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)10137 @ 5' 10 1/2"11419 (4.50")Passed (89%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)559 @ 1' 1/2"7902 Passed (7%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1179 @ 3'11985 Passed (10%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.014 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.023 @ 3'0.287 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 2" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 2" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"331 -525 856 None
2 - Trimmer - SPF 4.50"4.50"3.99"4323 980 5814 11117 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 1 1/2"N/A 10.4 ----
1 - Uniform (PSF)0 to 6' 1 1/2"5'20.0 -35.0 Snow - Porch
2 - Point (lb)6' 1 1/2"N/A 3978 980 5267
Linked from: Foyer
(V) Flush Beam,
Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Foyer Front Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 14 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 11' 9" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 --
1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage
2 - Uniform (PSF)0 to 16' 9"1'100.0 -Wall - Gable
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Garage 16' OHD
2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 15 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1197 @ 1 1/2"3825 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)872 @ 1' 2 1/4"3493 Passed (25%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)2470 @ 4' 4 1/2"5306 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.025 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.064 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 9" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None
2 - Trimmer - SPF 3.00"3.00"1.50"737 459 1196 None
Dead Snow
Vertical Loads Location (Side)Tributary 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
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Garage 8' OHD
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 16 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1192 @ 0 1913 (1.50")Passed (62%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)499 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)919 @ 1' 6 1/2"3946 Passed (23%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Live Load Defl. (in)0.003 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.006 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"550 370 486 1406 None
2 - Trimmer - SPF 1.50"1.50"1.50"550 370 486 1406 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 ----
1 - Uniform (PSF)0 to 3' 1"6'15.0 40.0 -Floor - Upper Level
2 - Uniform (PSF)0 to 3' 1"1'80.0 --Wall - Upper Level
3 - Uniform (PSF)0 to 3' 1"9'20.0 -35.0 Snow - Main
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Mudroom Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 17 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1333 @ 0 1913 (1.50")Passed (70%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)465 @ 10 3/4"2498 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)917 @ 1' 4 1/2"3431 Passed (27%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 9" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"371 963 1334 None
2 - Trimmer - SPF 1.50"1.50"1.50"371 963 1334 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 9"17' 6"15.0 40.0 Floor - Upper
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Pantry Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 18 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1616 @ 0 1913 (1.50")Passed (84%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)747 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1347 @ 1' 8"3431 Passed (39%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.007 @ 1' 8"0.111 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.010 @ 1' 8"0.167 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"449 1167 1616 None
2 - Trimmer - SPF 1.50"1.50"1.50"449 1167 1616 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 4"17' 6"15.0 40.0 Floor - Upper Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Mudroom Kitchen Opening
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 19 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3140 @ 1 1/2"3825 (3.00")Passed (82%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1988 @ 1' 1/4"2498 Passed (80%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3065 @ 2' 9"3431 Passed (89%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.035 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.058 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.46"1227 1913 3140 None
2 - Trimmer - SPF 3.00"3.00"2.46"1227 1913 3140 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"8' 6"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 1'8' 6"15.0 40.0 Floor - Upper Level
4 - Uniform (PSF)4' 6" to 5' 6"8' 6"15.0 40.0 Floor - Upper Level
5 - Uniform (PSF)0 to 1'1'80.0 -Wall - Upper Level
6 - Uniform (PSF)4' 6" to 5' 6"1'80.0 -Wall - Upper Level
7 - Point (lb)1'N/A 402 638
Linked from:
Kitchen Window,
Support 1
8 - Point (lb)4' 6"N/A 402 638
Linked from:
Kitchen Window,
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom # 5 Window
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 20 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6470 @ 1 1/2"7613 (3.00")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)1966 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)4348 @ 3' 3"10422 Passed (42%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.066 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.098 @ 3' 3"0.313 Passed (L/763)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.55"2753 3055 1901 7709 None
2 - Trimmer - SPF 3.00"3.00"1.50"944 1950 -2894 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ----
1 - Uniform (PSF)0 to 6' 6"8'15.0 40.0 -Floor - Main Level
2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level
3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck
4 - Point (lb)3"N/A 1809 1105 1901
Linked from: Dining
Room Patio Door,
Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Patio Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 21 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8754 @ 1 1/2"11419 (3.00")Passed (77%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)6951 @ 1' 1/2"9476 Passed (73%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)16160 @ 4' 1 7/8"17662 Passed (91%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.200 @ 4' 2 1/2"0.275 Passed (L/496)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.343 @ 4' 2 7/16"0.412 Passed (L/288)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.30"3663 4248 2540 10451 None
2 - Trimmer - SPF 3.00"3.00"2.03"3201 4154 1863 9218 None
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 8' 6"N/A 14.5 ----
1 - Uniform (PSF)0 to 8' 6"8' 6"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 - Point (lb)2' 3"N/A 2513 1566 2799
Linked from: Great
Room Window,
Support 2
5 - Point (lb)6'N/A 1783 1566 1604
Linked from: Great
Room Window,
Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Family Room Window
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 22 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1858 @ 0 1913 (1.50")Passed (97%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)990 @ 10 3/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1781 @ 1' 11"3431 Passed (52%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.012 @ 1' 11"0.128 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.017 @ 1' 11"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' 10" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 10" o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"517 1342 1859 None
2 - Trimmer - SPF 1.50"1.50"1.50"517 1342 1859 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3' 10"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 10"17' 6"15.0 40.0 Floor - Main Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Mechanical Room Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 23 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2596 @ 0 3806 (1.50")Passed (68%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)865 @ 11"6872 Passed (13%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1785 @ 1' 4 1/2"10422 Passed (17%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.010 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.014 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 2' 9" o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 9" o/c based on loads applied, unless detailed otherwise.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"808 1788 2596 None
2 - Trimmer - SPF 1.50"1.50"1.50"808 1788 2596 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 2' 9"N/A 10.4 --
1 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Main Level
2 - Uniform (PSF)0 to 2' 9"1'90.0 -Wall - Main Level
3 - Uniform (PSF)0 to 2' 9"16' 3"15.0 40.0 Floor - Upper Level
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bathroom Door
2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 24 / 25
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2788 @ 1 1/2"3825 (3.00")Passed (73%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)465 @ 1' 1/4"2498 Passed (19%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)917 @ 1' 6"3431 Passed (27%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.003 @ 1' 6"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.005 @ 1' 6"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 3' o/c based on loads applied, unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' o/c based on loads applied, unless detailed otherwise.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.19"775 2013 2788 None
2 - Trimmer - SPF 3.00"3.00"2.19"775 2013 2788 None
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 3'N/A 7.0 --
1 - Uniform (PSF)0 to 3'17' 6"15.0 40.0 Floor - Main Level
2 - Point (lb)0 N/A 371 963 Linked from: Pantry
Door, Support 1
3 - Point (lb)3'N/A 371 963 Linked from: Pantry
Door, Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by North House, Plan Date; 2/14/2020
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bedroom # 4 WIC Door
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 3/2/2020 2:43:28 PM UTCAlex Schoenbauer, EWP Specialist
Lyman Lumber
(952) 470-4803
alex_schoenbauer@lymanlumber.com
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0
File Name: 5566 Upper 179th St, Lakeville, MN_Imported
Topaz - Payton XL
Christiansen Residence
5566 Upper 179th St, Lakeville, MN
2/28/2020 Job # 24009
Page 25 / 25
03/10/2020XKP