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HomeMy WebLinkAboutLA178967 - 17350 Ely Ave 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: X Garage Floor Drain 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 FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"GARAGE PLATE9' -3 1/4"MAIN FLOOR PLATE HEIGHT8' - 1 1/8"LOWER FLOOR PLATE HEIGHT8' - 1 1/8"1286:12ALUMINUM SOFFIT& FASCIA TYP.4" VINYLCORNERS TYP.CULTURED STONEW/ CONCRETE CAPSEE COLUMNDETAIL SHEETA-501UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"6:12128FAUX LOUVERBUMPED OUT 6" W/ CORBELSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"VINYL SHAKES4" SMARTSIDE WINDOW TRIM, SIDES & BOTTOM6" WINDOW TRIM ON TOP W/ 2" EXTENSION FRONT TYP. 12" ARCH6" SMARTSIDE FRIEZE BOARD 6" SMARTSIDE STORY BOARD ARCHEDSMARTSIDE SOFFIT 3' - 6"GARAGE PLATE HEIGHT9' - 3 1/4"4:126:1212" ARCH1' - 0"0' - 3"VINYL LAPSIDING4" SMARTSIDE TRIM @ WINDOWS & DOORS @ FRONT TYP.6:121/4" = 1'-0"A-2011FRONT ELEVATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:4/8/2020 2:39:06 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-201OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN2608SHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOFA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONSA-502 DETAILS/ SCHEDULESConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/22/2020dmathews 8:121268:1212412412624" RETURNS VINYL SIDING& CORNERS TYP.6:12ALUMINUM SOFFIT& FASCIA TYP.6:124:121268:1212612424" RETURNS 8:126:126:12STANDARD ENERGY HEELS @ 4:12 W/ 6:12 & 8:12 TO MATCH18" OVERHANGS & 12" RAKES TYP.ROOF VENT (10) PER CODE 4:126:126:128:128:128:124:123' - 6"(2) ROOF VENTS THIS AREA (3) ROOF VENTS IN THIS AREA (5) ROOF VENTS IN THIS AREA 6:12THE 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:4/8/2020 2:39:08 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-202OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN26081/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. *ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2'-10"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.24' - 2"25' - 6"49' - 8"22' - 2"2' - 0"26' - 4"49' - 8"15' - 6"34' - 2"26' - 0"8' - 2"3' - 10"11' - 8"10' - 0"19' - 2"7' - 6"13' - 4"29' - 2"20' - 10"50' - 0"0' - 10 1/2"8' - 3" M.O.0' - 10 1/2"1' - 5 1/2"16' - 3" M.O.1' - 5 1/2"19' - 4"8' - 4"13' - 4"15' - 6"7' - 10"17' - 4"2' - 7 1/4"3' - 8 3/4"3' - 8 3/4"13' - 7 1/4"14' - 9 3/4"7' - 8 1/4"3' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE1A-5012x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3'-6"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.41' - 0"9' - 0"50' - 0"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITEF. D.SLEEVE FOR GARAGE DRAIN21' - 6"4' - 10"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:4/8/2020 2:39:08 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-401OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN26081/4" = 1'-0"A-4011FOUNDATION PLAN UP 7RUNEXCAVATEDUNEXCAVATEDCRAWLSPACESUMPFURNACEF. D.W. H.BATH611' - 8"3' - 10"8' - 2"26' - 0"CO DET.SMOKEDET.SMOKEDET.6' - 8"6' - 8"15' - 6"34' - 2"49' - 8"50' - 0"29' - 2"20' - 10"10' - 0"19' - 2"7' - 6"13' - 4"49' - 8"24' - 2"25' - 6"INSULATE BETWEENWALL & SLAB12" CANT.ABOVE21' - 10 1/4"5' - 4 1/2"5' - 6 1/4"2' - 0"6' - 3"SMOKEDET.AIR EX.22' - 2"2' - 0"15' - 4"8' - 0"9' - 0"19' - 2"8' - 6"20' - 2"3' - 6"3' - 6"13' - 10"4' - 10"3' - 8"17' - 10"11' - 0"4' - 0"11' - 0"0' - 4"6' - 0" B.W.P.6' - 0" B.W.P.3' - 0" B.W.P.3' - 0" B.W.P.6' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.2-9 1/2" LSL FLUSHW/ 2 TRIMMERS2-9 1/2" LSL W/2 TRIMMERS2-2x1024" CANT.ABOVE33' - 0" B.W.P.2-2x10 50' - 0"2-2x10 6' - 2"19' - 10"7' - 4"2' - 0"1' - 8"6' - 4"2' - 10"66MECHANICALLAUNDRY3' - 0" B.W.P.2-2x10 4' - 2"7' - 2"15' - 0"FAMILYROOMBEDROOM #4BEDROOM #510' - 6"2' - 6"2' - 6"10' - 6"9966R & SHR & SH3' - 0" B.W.P.2-9 1/2" LVL FLUSHW/ 2 TRIMMERS8' - 0"10' - 2 1/2"15' - 9 1/2"7' - 0"9' - 0"41' - 0"612" SH2-9 1/2" LVL FLUSHW/ 2 TRIMMERS3 TRIMMERS2x4 STUDS @ 16" O.C. ONHALF-HIGH 4" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.4' - 10"WS2x64' VANITY0' - 4"0' - 4"WALL BUILT TO BOTTOMOF WINDOW 17712115' TUB/SHWR2' - 0"EQEQGAS F.P.5' - 0"2-2x10 SLEEVE FOR GARAGE DRAINF. D.11 7/8" LSL-JOISTS@ 16" O.C.20" FLOOR TRUSSESPER MFG. SPACINGDRYERWASHERSINK20" FLOOR TRUSSESPER MFG. SPACINGCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES3-2x63 TRIMMERS 1/4" = 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:4/8/2020 2:39:09 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-402OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN2608FANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DN 7RUP 7RUP 9RDN 3R29' - 2"20' - 10"50' - 0"10' - 0"19' - 2"7' - 6"13' - 4"51' - 8"7' - 0"15' - 8"11' - 8"4' - 0"38FOYERBEDROOM #2HALL30" RANGE36" REF4' - 6"3' - 0"DININGKITCHENLIVINGROOMGARAGESTOOP1' - 0"8' - 0"1' - 0"1' - 7"16' - 0"1' - 7"KNEE WALL W/ 14" SPINDLES 4' - 0"4' - 0"6' - 8"6' - 8"4" CONCRETE SLAB, SLOPETOWARDS DRAIN5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHFOYER PLATE HEIGHT 2x6 EXTERIOR WALLSCO DET.SMOKEDET.SMOKEDET.2-2x10 DROPPEDVAULT LINE3:1224' - 2"27' - 6"2' - 0"25' - 6"22' - 2"2' - 0"0' - 6"7' - 0"0' - 6"3' - 6"626' - 0"6' - 6"19' - 6"3-11 7/8" LSL2-11 7/8" LSLFLOOR LINE ABOVEATTICACCESS4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.6' - 0" B.W.P.PFH BRACEDWALL PANEL3' - 0" B.W.P.2-2x102-2x102-2x102-2x10R & SH31A-50123' - 2"5' - 8"4' - 8"7' - 6"GIRDER TRUSS 5X5 PSL5x5 PSL3' - 0" B.W.P.DW6' - 6"11' - 0"2' - 0"8' - 0"2' - 0"4' - 6"7' - 0"17' - 6"12' - 0"11' - 6"113-2x1021" PANTRY39' - 0"41' - 0"20' - 2"3' - 6"3' - 6"13' - 10"19' - 8"8' - 0"4' - 0"7' - 6"2' - 10"1' - 0"5' - 2"5' - 6"45' TUB/SHWR5VAULT FLATCLOSETR & SHBEDROOM #3610112" SH50' - 0"2-11 7/8" LSL DROPPED3-2x10COUNTERS TOPS GRANITE W/ OPTIONAL QUARTZ PAINTED CABINETS BATH17' - 6"1' - 8"5' - 0"11' - 10"6' - 0"3' - 6"2-9 1/2" LSL FLUSH2-9 1/2" LSL FLUSH2-9 1/2" LSL 27' - 0"3' - 3"3' - 9"3' - 0" B.W.P.51' - 8"136' - 4"1' - 8"2-2x1072' - 0"27' - 0"22' - 8"FLOOR GIRDER TRUSS11' - 8 3/4"5' - 7 1/4"2' - 8 1/4"7' - 4 3/4"3:127' VANITY12" SHPANTRYTRIANGLE OPENING NO RAILING 11' - 6"THIS WALL TO BEBALLOON FRAMEDINTO SCISSOR TRUSS ABOVESET BOTTOM OF WINDOW 44" A.F.F.22810334122x6SINKSEE COLUMNDETAIL SHEETA-5012-2x102-2x10F. D.R & SHMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.20" FLOOR TRUSSESPER MFG. SPACING5' - 6 1/4"1' - 6"1' - 6"MFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES4' - 0" B.W.P.3' - 6" B.W.P.3-2x63-2x62-2x108' - 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:4/8/2020 2:39:11 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-403OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN2608Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.SmokeB.W.P. panel needed,no more than 20'between panels.TemperFANFAN DN 7R3EN SUITEOWNERSSUITE10' - 1"10' - 1"CO DET.SMOKEDET.SMOKEDET.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.4' - 0" B.W.P.31A-50120' - 2"7' - 6"2617' - 4"2' - 10"2x61'-6" LINEN6'-3" VANITYCLOSETTYP.2' - 0"3' - 6"4' - 0"27' - 8"3' - 8"2' - 0"6' - 3"3' - 11"4' - 4"4' - 10"20' - 8"5' - 0"1' - 0"1' - 10"14' - 4"KNEE WALL W/ 14" SPINDLES LANDINGVAULT LINE3:12VAULT FLATVAULT FLAT16' - 8"5' - 6"22' - 2"SQUARE SINKS8' - 4"17' - 2"ATTICACCESS3' - 6"3' - 8"5' - 0"R&SHCONTROLHEADTRIANGLE OPENING NO RAILING 3DBL FRAME PLUMBING WALL3:125962-2x10 W/2 TRIMMERS EA. SIDE2-2x102-2x10TOWEL BARMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESTHE 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:4/8/2020 2:39:11 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-404OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN26081/4" = 1'-0"A-4041UPPER FLOOR PLANMust have 30"clearance aboveaccess area.FANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). MAIN FLOOR6' -7 3/8"MAIN PLATE14' -8 1/2"LOWER FLOOR-3' -2 1/2"T.O. TYP FOOTING-3' -6"T.O. WALKOUT FOOTING-6' -8"T.O. FOUNDATION0' -0"LOWER PLATE4' -10 5/8"FOYER FLOOR1' -2 1/8"GARAGE PLATE9' -3 1/4"UPPER FLOOR11' -0"UPPER PLATE19' -1 1/8"CRAWLSPACEDININGFOYERMAIN PLATE HEIGHT8' - 1 1/8"MFG. ROOF TRUSSES@ 24" O.C.7 RISERS 4' - 4 5/8"9 RISERS5' - 5 1/4"7 RISERS4' - 4 5/8"11 7/8" LSL JOISTSBATHLANDINGUPPER PLATE HEIGHT8' - 1 1/8"FOYER PLATE HEIGHT8' - 1 1/8"20" FLOOR TRUSSES 20" FLOOR TRUSSES LOWER FLOOR PLATE HEIGHT8' - 1 1/8"ANCHOR 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 INSULATION2" FOAMBOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 6"POUREDFND. WALLVERIFY FLOOR SYSTEMWITH FLOOR PLANS6 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 SEALER2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 BLOWINSULATION MIN.FLOOR TRUSS0' - 10"1x61x6SMOOTHSMARTSIDETYPICAL4x4COREPOST4x4 POSTFRAMING0' - 10"0' - 10"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:4/8/2020 2:39:13 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-501OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN26081/4" = 1'-0"A-5011SECTION1/2" = 1'-0"A-5013TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5014TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5015TYP. WALKOUT SECTION1/2" = 1'-0"A-5016BEARING WALL SECTION1/2" = 1'-0"A-5012GARAGE CEILING1/2" = 1'-0"A-5017TYP. COLUMN3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE 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:4/8/2020 2:39:13 PMTHE HEBRINK &CORBETT RESIDENCEL8, B2 - NORTH CREEK17350 ELY AVENUELAKEVILLE MN, 55024A-502OTT1154.8.20 CB51911649253.24.20 CB8'-1 1/8"8'-1 1/8"3'-6"THE MORGAN2608WINDOW SCHEDULETYPE MARK MANUFACTURER MODEL UNIT COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 30-30-3042 SL 1 7' - 6" 3' - 6" 6' - 10"2 WINDSOR NEXT DIMENSION 6048 SL 3 5' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2460 PIC 2 2' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 6024 AWN FIXED 1 5' - 0 3/4" 2' - 0" 7' - 0"5 WINDSOR NEXT DIMENSION 4842 PIC 1 4' - 0" 3' - 6" 6' - 10"6 WINDSOR NEXT DIMENSION 30-30-3054 SL 1 7' - 6" 4' - 6" 6' - 10"7 WINDSOR NEXT DIMENSION 2442 SH 1 2' - 0" 3' - 6" 6' - 10"8 WINDSOR NEXT DIMENSION 18-36-1860 SL 1 6' - 0" 5' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 3618 AWN FIXED 1 3' - 0" 1' - 6"6' - 10"10 WINDSOR NEXT DIMENSION 18-36-1842 SL 1 6' - 0" 3' - 6"7' - 2"1730-30-3048 SL E 1 7' - 6" 4' - 0" 6' - 10"3/8" = 1'-0"A-5023METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSROOM FINISH SCHEDULEFLOOR ROOM NAME AREA FLOORING CEILING HEIGHT COMMENTSLOWER FLOOR FAMILY ROOM 411 SF CARPET 8' - 1 1/8" .LOWER FLOOR BEDROOM #4 139 SF CARPET 8' - 1 1/8" .LOWER FLOOR BEDROOM #5 130 SF CARPET 8' - 1 1/8" .LOWER FLOOR CRAWL SPACE 118 SF CONCRETE 3' - 2 1/2"LOWER FLOOR MECHANICAL 70 SF CONCRETE 8' - 1 1/8"LOWER FLOOR BATH 52 SF VINYL 8' - 1 1/8" .LOWER FLOOR LAUNDRY 52 SF VINYL 8' - 1 1/8"FOYER FLOOR GARAGE 633 SF CONCRETE 9' - 9 3/8"FOYER FLOOR STOOP 30 SF CONCRETE 8' - 1 1/8" .FOYER FLOOR FOYER 158 SF WOOD 8' - 1 1/8" VAULTEDMAIN FLOOR BEDROOM #2 122 SF CARPET 8' - 1 1/8" .MAIN FLOOR CLOSET 26 SF CARPET 8' - 1 1/8" .MAIN FLOOR BEDROOM #3 139 SF CARPET 8' - 1 1/8" .MAIN FLOOR BATH 843 SF VINYL 8' - 1 1/8" .MAIN FLOOR HALL 62 SF WOOD 8' - 1 1/8" .MAIN FLOOR DINING 173 SF WOOD 8' - 1 1/8" VAULTEDMAIN FLOOR KITCHEN 130 SF WOOD 8' - 1 1/8" VAULTEDMAIN FLOOR LIVING ROOM 174 SF WOOD 8' - 1 1/8" VAULTEDMAIN FLOOR PANTRY 26 SF WOOD 8' - 1 1/8" .UPPER FLOOR OWNERS SUITE 196 SF CARPET 8' - 1 1/8" TRAY VAULTEDUPPER FLOOR CLOSET 69 SF CARPET 8' - 1 1/8" .UPPER FLOOR LANDING 86 SF CARPET 8' - 1 1/8"UPPER FLOOR EN SUITE 107 SF VINYL 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 1/4 x 6/8 12 2/4 OPG. 13 2/4 x 6/8 74 2/4 x 6/8 PKT 15 2/6 x 6/8 16 2/8 x 6/8 97 2/8 x 6/8 FIRE RATED 18 3/0 x 6/8 HALF VIEW 19 4/0 x 6/8 210 5/0 x 6/8 111 6/0 x 6/8 SLIDER 212 8' x 7' O.H. GARAGE DOOR 113 16' x 7' O.H. GARAGE DOOR 1 Upper Level Member Name Results Current Solution Comments Landing Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owners Suite Side 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 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Dropped Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bedroom# 2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage 8' OHD Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch Dropped Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Garage Service Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Flush Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Living Room Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Bedroom# 4 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Room Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Family Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bedroom# 5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 17350 Ely Ave, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 1 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2151 @ 1 1/2"3825 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1175 @ 1' 1/4"2872 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2158 @ 2' 3"3946 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.016 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.025 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.69"792 1358 2150 None 2 - Trimmer - SPF 3.00"3.00"1.69"792 1358 2150 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 6"17' 3"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/24/2020. 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, Landing Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 2 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1091 @ 0 1913 (1.50")Passed (57%)--1.0 D + 1.0 S (All Spans) Shear (lbs)490 @ 10 3/4"2872 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)887 @ 1' 7 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 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"404 687 1091 None 2 - Trimmer - SPF 1.50"1.50"1.50"404 687 1091 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 3"12' 1"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 NH; plan dated 3/24/2020. 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, Owners Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 3 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1088 @ 1 1/2"3825 (3.00")Passed (28%)--1.0 D + 1.0 S (All Spans) Shear (lbs)810 @ 1' 1/4"2872 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2042 @ 4'3946 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 4'0.258 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.080 @ 4'0.387 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' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 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 Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None 2 - Trimmer - SPF 3.00"3.00"1.50"668 420 1088 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8'N/A 7.0 -- 1 - Uniform (PSF)0 to 8'3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8'1'100.0 -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 NH; plan dated 3/24/2020. 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, Owners Suite Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 4 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)756 @ 0 1913 (1.50")Passed (40%)--1.0 D + 1.0 S (All Spans) Shear (lbs)154 @ 10 3/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)425 @ 1' 1 1/2"3946 Passed (11%)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)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c 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"280 476 756 None 2 - Trimmer - SPF 1.50"1.50"1.50"280 476 756 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"12' 1"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 NH; plan dated 3/24/2020. 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, Owners Suite Side Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 5 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None 2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/24/2020. 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 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 6 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5959 @ 12' 1"13956 (5.50")Passed (43%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4567 @ 10' 11 5/8"9878 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)16531 @ 6' 2 5/8"18346 Passed (90%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.377 @ 6' 2 9/16"0.392 Passed (L/374)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.601 @ 6' 2 9/16"0.587 Passed (L/234)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 5" 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 5.50"5.50"2.28"2157 3633 5790 None 2 - Trimmer - SPF 5.50"5.50"2.35"2218 3741 5959 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 5"N/A 13.0 -- 1 - Uniform (PSF)0 to 2' (Front)13' 6"20.0 35.0 Snow - Main 2 - Uniform (PSF)2' to 12' 5" (Front)15' 3"20.0 35.0 Snow - Main 3 - Uniform (PSF)0 to 12' 5" (Front)2'20.0 35.0 Snow - Monos Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/24/2020. 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 Dropped Beam 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 7 / 20 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 NH; plan dated 3/24/2020. 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, Bedroom# 2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 8 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14344 @ 4"25988 (5.50")Passed (55%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7927 @ 1' 5 3/8"14817 Passed (53%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)10653 @ 3' 5 9/16"27519 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.084 @ 4' 4 13/16"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.149 @ 4' 4 5/16"0.425 Passed (L/682)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 3" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.50"5.50"3.04"6357 4140 6509 17006 None 2 - Trimmer - SPF 6.00"6.00"1.50"1732 350 2513 4595 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 2 1/2"N/A 19.5 ---- 1 - Uniform (PSF)0 to 1'1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 1'1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1'3'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 1'1'100.0 --Wall - Gable 5 - Uniform (PSF)1' to 9' 2 1/2"13' 1"20.0 -35.0 Snow - Garage 6 - Point (lb)1'N/A 5507 4450 5159 Roof Girder Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/24/2020. 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 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 9 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1491 @ 1 1/2"7613 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1270 @ 1' 2 7/8"9878 Passed (13%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6057 @ 8' 4 1/2"18346 Passed (33%)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)0.414 @ 8' 4 1/2"0.825 Passed (L/479)--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 16' 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"611 879 1490 None 2 - Trimmer - SPF 3.00"3.00"1.50"611 879 1490 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 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 NH; plan dated 3/24/2020. 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 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 10 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)844 @ 7' 7 1/2"4463 (3.50")Passed (19%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)603 @ 6' 8 3/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)1431 @ 4' 7/8"3946 Passed (36%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.029 @ 4' 13/16"0.237 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.047 @ 4' 13/16"0.356 Passed (L/999+)--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 7' 10" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 10" 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 5.50"5.50"1.50"355 571 926 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"323 521 844 Blocking Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 9 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 7' 9 1/2" (Front)4'20.0 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 NH; plan dated 3/24/2020. 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 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 11 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)482 @ 0 1913 (1.50")Passed (25%)--1.0 D + 1.0 S (All Spans) Shear (lbs)229 @ 10 3/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)412 @ 1' 8 1/2"3946 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 5" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"183 299 482 None 2 - Trimmer - SPF 1.50"1.50"1.50"183 299 482 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 5"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 NH; plan dated 3/24/2020. 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 Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 12 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1495 @ 0 1913 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)626 @ 10 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1152 @ 1' 6 1/2"3431 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.007 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"416 1079 1495 None 2 - Trimmer - SPF 1.50"1.50"1.50"416 1079 1495 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"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 NH; plan dated 3/24/2020. 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 Garage Service Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 13 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4886 @ 7' 7 1/2"8181 (5.50")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3431 @ 6' 8 1/2"7902 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6256 @ 3' 10 9/16"11985 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.112 @ 3' 11 11/16"0.182 Passed (L/779)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.198 @ 3' 11 11/16"0.365 Passed (L/442)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 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"3.28"2053 159 2831 5043 Blocking 2 - Stud wall - SPF 5.50"5.50"3.28"2054 159 2832 5045 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 11 1/2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' 11 1/2" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 7' 11 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 7' 11 1/2" (Front)2'20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 2' (Front)17' 3"20.0 -35.0 Snow - Main 5 - Uniform (PSF)6' to 7' 11 1/2" (Front)17' 3"20.0 -35.0 Snow - Main 6 - Point (lb)2' (Front)N/A 792 -1358 Linked from: Loft Window, Support 1 7 - Point (lb)6' (Front)N/A 792 -1358 Linked from: Loft 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 NH; plan dated 3/24/2020. 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 Flush Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 14 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3542 @ 1 1/2"7613 (3.00")Passed (47%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3255 @ 1' 1/2"7902 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7554 @ 2' 6"11985 Passed (63%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.060 @ 2' 6"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.114 @ 2' 6"0.262 Passed (L/554)--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. 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"1703 213 1839 3755 None 2 - Trimmer - SPF 3.00"3.00"1.50"1707 426 1569 3702 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"3'20.0 -35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 6"1'100.0 --Wall - Gable 3 - Uniform (PSF)2' 6" to 5' 6"4'15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)2' 6" to 5' 6"1'80.0 --Wall - Upper Level 5 - Point (lb)2' 6"N/A 2053 159 2831 Linked from: Foyer 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 NH; plan dated 3/24/2020. 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 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 15 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2805 @ 1 1/2"5738 (3.00")Passed (49%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1924 @ 1' 1/4"4308 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4214 @ 3' 3"5919 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None 2 - Trimmer - SPF 3.00"3.00"1.50"1042 1763 2805 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 6' 6"15' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 3/24/2020. 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, Living Room Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 16 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3205 @ 1 1/2"7613 (3.00")Passed (42%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1991 @ 1' 1/2"6872 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4015 @ 2' 9"10422 Passed (39%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.048 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.069 @ 2' 9"0.262 Passed (L/909)--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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1005 2200 3205 None 2 - Trimmer - SPF 3.00"3.00"1.50"1005 2200 3205 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 10.4 -- 1 - Uniform (PSF)0 to 5' 6"13'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 Floor - Deck 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 NH; plan dated 3/24/2020. 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 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 17 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6491 @ 6' 6"7613 (3.00")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7247 @ 1' 2"7265 Passed (100%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)11906 @ 2' 8 1/2"13541 Passed (88%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.122 @ 3' 3 3/16"0.208 Passed (L/616)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.208 @ 3' 3 1/8"0.313 Passed (L/361)--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' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"3.35"3533 2731 3901 10165 None 2 - Trimmer - SPF 3.00"3.00"2.56"2647 2604 2522 7773 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' 7 1/2"N/A 9.7 ---- 1 - Uniform (PSF)0 to 1' 9"13' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)1' 9" to 6' 7 1/2"13'15.0 40.0 -Floor - Main Level 3 - Uniform (PSF)0 to 6' 7 1/2"1'90.0 --Wall - Main Level 4 - Uniform (PSF)0 to 6' 7 1/2"7'10.0 40.0 -Floor - Deck 5 - Uniform (PSF)0 to 1' 9"2'20.0 -35.0 Snow - Monos 6 - Uniform (PSF)1' 9" to 6' 7 1/2"15'20.0 -35.0 Snow - Main 7 - Point (lb)1' 9"N/A 2218 -3741 Linked from: Dining Room Dropped 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 NH; plan dated 3/24/2020. 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" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 18 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6865 @ 7' 10 1/2"7613 (3.00")Passed (90%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5137 @ 6' 11 1/2"7265 Passed (71%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)13024 @ 4' 6"13541 Passed (96%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.184 @ 4' 7/8"0.258 Passed (L/505)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.308 @ 4' 15/16"0.387 Passed (L/302)--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' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 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"2.07"2047 3200 1015 6262 None 2 - Trimmer - SPF 3.00"3.00"2.71"2765 3200 2267 8232 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'N/A 9.7 ---- 1 - Uniform (PSF)0 to 8'13'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 8'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 8'7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)4' 6" to 8'15'20.0 -35.0 Snow - Main 5 - Point (lb)4' 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 NH; plan dated 3/24/2020. 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 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 19 / 20 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6003 @ 1 1/2"7613 (3.00")Passed (79%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4401 @ 1' 1/2"7902 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)7565 @ 4'10422 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.151 @ 4'0.258 Passed (L/615)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.265 @ 4'0.387 Passed (L/351)--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' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 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"2.37"2594 2240 2306 7140 None 2 - Trimmer - SPF 3.00"3.00"2.37"2594 2240 2306 7140 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'N/A 10.4 ---- 1 - Uniform (PSF)0 to 8'14'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 8'1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1'15' 6"20.0 -35.0 Snow - Main 4 - Uniform (PSF)7' to 8'15' 6"20.0 -35.0 Snow - Main 5 - Point (lb)1'N/A 1042 -1763 Linked from: Kitchen Window, Support 1 6 - Point (lb)7'N/A 1042 -1763 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 NH; plan dated 3/24/2020. 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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/5/2020 10:40:47 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 File Name: 17350 Ely Ave, Lakeville, MN Topaz 17350 Ely Ave, Lakeville, MN Morgan 452020; #24057 Page 20 / 20 04/14/2020 X KP