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HomeMy WebLinkAboutLA179138 7852 204th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"128VINYL BOARD& BATTEN TYP.VINYL SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.3' - 6"CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.7:127:12ADDRESS STONE(2) 8x8x36"CORBELS GARAGE PLATE HEIGHT10' - 9 3/8"SEE COLUMN DETAILSHEET A-5016" SMARTSIDEDOOR & WINDOW TRIM @ FRONT TYP.THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:4/6/2020 4:10:27 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-201OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICK1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-202 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/28/2020dmathews 6:128:128:121278:126:1212724" RETURNS TYP.127ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR1287:121267:127:128:128:126:126:1218" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 6:12, 7:12 & 8:12 TYP.8 ROOF VENTS REQUIRED 7:121 ROOF VENT REQUIRED1 ROOF VENT REQUIRED2 ROOF VENTS REQUIREDTHE 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:4/6/2020 4:10:28 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-202OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICK1/8" = 1'-0"A-2021LEFT ELEVATION1/8" = 1'-0"A-2022RIGHT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 13' - 10"0' - 2"18' - 10"31' - 2"50' - 0"1' - 4 1/2"8' - 3" M.O.1' - 0 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"10' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" 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.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"2' - 0"27' - 0"15' - 0"6' - 0"50' - 0"44' - 2"5' - 10"38' - 2"6' - 0"19' - 8"20' - 6"10' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"13' - 11 1/4"4' - 5"7' - 4"0' - 9 1/2"6' - 7"22' - 10 1/2"22' - 4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT29' - 0"21' - 0"50' - 0"5' - 9 1/4"2' - 0 3/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE7' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 0"42' - 0"50' - 0"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY: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.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE22' - 4"2' - 0"LEAVE A 12"GAP FOR PLUMBING :LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY11' - 4 3/4"10' - 11 1/4"ANCHOR BOLTS ON EACH SIDEOF BEARING POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYTHE 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:4/6/2020 4:10:29 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-401OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICK1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL/STORAGE13' - 10"2' - 0"20' - 6"10' - 8"18' - 10"31' - 2"50' - 0"50' - 0"18" FLOOR TRUSSESPER MFG. SPACING1' - 4 1/2"8' - 3" M.O.1' - 0 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"3' x 4' F.G.SHWR W/SURROUND8' - 0"42' - 0"50' - 0"5' - 10"38' - 2"6' - 0"14' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"17' - 0"22' - 4"29' - 0"21' - 0"6' - 0"15' - 0"27' - 0"2' - 0"121 LINEN6SET ON 3X SILL3' - 3"2' - 9"20' - 0"18' - 2"6' - 7"2' - 6"1' - 6"8' - 9"3' - 0"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"8' - 10"3-14" FLUSH LVL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #518' - 10 3/4"10' - 1 1/4"4' - 0"9' - 0"4' VANITY2x6312R & SH. @ 65"SMOKEDET.SMOKEDET.CO DET.FAMILY ROOM6' - 8"4' - 2"KNEE WALL W/ 14" PAINTED SPINDELSFLOOR GIRDER2-2x102-2x10 W/ 2 TRIMMERS EA. SIDE 22' - 4"11' - 8"8' - 0"19' - 8"750' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT7' - 10"AIR EX.2x10 FLUSH2-9 1/2" LSL 18" FLOOR TRUSSESPER MFG. SPACING111STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE19' - 0"8' - 0"7' - 6"7' - 6"5' - 0"5' - 0"3-11 7/8" LSL W/3 TRIMMERS 3-2x10 8LEAVE A 12"GAP FOR PLUMBING 5x5 PSL5x5 PSL2-2x10CS-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 NOTESB.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 6"B.W.P.3' - 6"B.W.P.2' - 6"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:4/6/2020 4:10:30 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-402OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICKBWP oncantileverabove.FAN UP 17RDN 16RDN 3RDN 3R44' - 0"6' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.SINKDWPORCH6' - 0"38' - 0"4' - 10"1' - 2"1118' - 10"31' - 2"11' - 6"7' - 4"20' - 6"10' - 8"50' - 0"2' - 3"16' - 0"2' - 3"1' - 2"8' - 0"1' - 6"1' - 2"9' - 2"1' - 2"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1420" FLOOR TRUSSESPER MFG. SPACINGTYP.0' - 4 1/2"POWDER16" SH.PANTRY104' - 0"10' - 0"2' - 0"16' - 0"50' - 0"5' - 9"5' - 9"3' - 7"4' - 3"1350' - 0"50' - 0"6' - 0"15' - 0"27' - 0"2' - 0"17' - 0"15' - 0"10' - 0"22' - 0"29GARAGE2' - 0"20' - 8"1R & SH. @ 65"4' - 0"4' - 6"2KNEE WALL W/ 14" PAINTED SPINDLESRECYCLE@ 6' -10" H.H.ABOVE LANDING7' - 0"11' - 0"6' - 9"10' - 6"2' - 9"2' - 9"3' - 3"DOUBLE FRAMEDWALL FORREF RECESS 39" x 73"U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 2"7' - 10"13' - 6"5' - 3"3' - 3"R-38 MIN. INSULATIONIN FLOOR ABOVE14' - 0"4' - 0"4' - 0"16' - 0"5' - 0"5' - 10"0' - 10"30' - 4"9' - 11"5' - 4"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-5012-2x10 CONTINUOUS 2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x10 W/ 2TRIMMERS EA. SIDE2-2x10 DROPPED2-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERSPORTAL FRAME W/ HOLD-DOWNSPORTAL FRAMEW/ HOLD-DOWNS3-20" LVL2' - 7"3' - 5"END PANELOVEN /MICRO9' - 6"4' - 0 3/4"3' - 6"5' - 6"EQEQB.W.P.6' - 0"TILE SURROUNDMANTEL RETURN TO BUILT-INS2' - 0"9" HEAT DUCT2-2x102-2x103-2x103-2x102-2x1012855131313131313922ATTICACCESSB.W.P.4' - 0"B.W.P.3' - 3"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.2' - 9"B.W.P.2' - 9"B.W.P.4' - 0"5x5 PSL4-2x6B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x102-2x102-2x102' - 0"4-2x62' - 7"6' - 5"36" GASCOOKTOP W/WOOD HOODABOVE12" SH.2-2x10 FLUSHMFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 0"29' - 0"21' - 0"8' - 0"B.W.P.2' - 0"B.W.P.2' - 0"R & SH.7BENCH8442" GAS F.P.BUILT INBUILT INDESK W/UPPER & LOWER2 SHWR HEADSSTACKED20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGFLOOR LINE ABOVE30' - 0"6' - 0"10' - 7"12TILE SHOWER2' - 0"12PED. SINK13' - 7"7' - 1"11' - 6"7' - 10"HHUS482-9 1/2" LSL W/ 2 TRIMMERS EA. SIDE 2-9 1/2" LSL HU4103 1/2"x5 1/2" LSL PLANK5x7 PSLTO HEADER4-2x66' - 0"MFG. ROOF TRUSSES@ 24" O.C.DBL: FRAME CURBCS-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 NOTES1/4" = 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:4/6/2020 4:10:30 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-403OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICKTemper if glass within2' of door opening.Temper ifglass within36" of landing.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FAN DN 17RBEDROOM #4BEDROOM #3OWNER'S SUITEHALLEN SUITECLOSETBEDROOM #211' - 6"7' - 4"12' - 0"11' - 2"42' - 0"42' - 0" (BRACED WALL LINE SPACING)2LAUNDRYBATHCLOSET3' x 5' WHIRLPOOLTUB W/ 4" TILE DECK5' - 9"5' - 9"3' - 8"3' - 8"6' - 0"6' - 0"6' - 4"4' - 10"20' - 0"18' - 0"16' - 0"4' - 0"4' - 0"14' - 0"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.ATTICACCESS2-2x6 EA. SIDEHALF WALL46' VANITY2x6BATH3116SMOKEDET.B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"3' VANITY32R & SH.R & SH.48" F.G. SHWR42" WALL W/GLASS PANELR & SH.13133HALF WALL1111211R & SH.5' TUB/SHWRSINK23'-6" VANITY5MAKE-UP3'-6" VANITYCER. TILESHOWERMFG. ROOF TRUSSES@ 24" O.C.2x611' - 6" TYP.11116RAILINGLOFTOPEN TO ENTRY BELOW102-2x10 W/ 2 TRIMMERS EA. SIDE 6' - 6"11' - 0"18' - 9"5' - 9"8' - 0"28' - 0"38' - 0" (BRACED WALL LINE SPACING)36' - 0"2' - 0"SMOKEDET.CO DET.DRYERWASHER2' LINENR & SH.20' - 4"2x6BOX VAULTSHAMPOOSHELF5' - 0"5' - 0"1' - 8"30' - 4"11' - 3 1/2"7' - 6 1/2"30' - 0"6' - 0"16' - 5"6' - 5"7' - 7 1/4"5' - 3"6' - 3 3/4"6' - 11"3' - 9 1/2"6' - 4 1/2"1' - 7"7' - 10"2' - 6"6' - 11"6' - 1"11' - 8"3' - 3"3' - 6"3' - 4"3' - 8"6' - 3"6' - 4"MFG. ROOF TRUSSES@ 24" O.C.3' - 5"12' - 7"2-9 1/2" LSL2-2x102-2x102-2x102-2x103 1/2"x5 1/2" LSL PLANKEXTEND HEADER TO MATCHR.O. OF ENTRY DOOR3-2x6 LSL COLUMNS W/2-H23 CLIPS @ TOP & BOTTOM PLATES 2-2x102-2x102CS-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 NOTES38' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:4/6/2020 4:10:30 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-404OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICK1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANFANSmokeTemper glassif within 60" oftub floor.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 2x4 TYP.TAPERED SMARTSIDE COLUMN2x4 @ TOPFRONTTOP VIEW4x4 POSTFRAMING1' - 6"1' - 6"0' - 10"1' - 4"18" SQUARE FRAMED BASE W/ CULTURED STONEFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE 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:4/6/2020 4:10:31 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-501OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICKWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 2 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 2460 SH 2' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"6 WINDSOR NEXT DIMENSION 1 3624 PIC 3' - 0" 2' - 0" 3' - 10"7 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"8 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0" 11' - 10"9 WINDSOR NEXT DIMENSION 1 4860 SL 4' - 0" 5' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 6036 PIC 5' - 0" 3' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 6 6048 SL 5' - 0" 4' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 2 7260 SL 6' - 0" 5' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 6 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"DOOR SCHEDULETYPE MARK DOOR SIZE COUNT1 2/4 x 6/8 72 2/4 x 6/8 PKT 73 2/6 x 6/8 54 2/6 x 6/8 PKT 15 2/8 OPG. 16 2/8 x 6/8 27 2/8 x 6/8 FIRE RATED 18 3/0 x 6/8 FULL VIEW 29 3/0 x 6/8 OPG. 110 3/0 x 6/8 W/ 12" D.S. SL'S 111 4/0 x 6/8 112 5/0 x 6/8 213 8' x 8' O.H. GARAGE DOOR 114 16' x 8' O.H. GARAGE DOOR 1ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR BEDROOM #5 CARPET 140 SF 8' - 2"LOWER FLOOR FAMILY ROOM CARPET 685 SF 8' - 2"LOWER FLOOR MECHANICAL /STORAGE CONCRETE 254 SF 8' - 2"LOWER FLOOR BATH VINYL 56 SF 8' - 2"MAIN FLOOR OFFICE CARPET 135 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 118 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 668 SF 10' - 9 3/8"MAIN FLOOR KITCHEN LAMINATE 251 SF 9' - 1 1/8"MAIN FLOOR DINING ROOM LAMINATE 183 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM LAMINATE 237 SF 9' - 1 1/8"MAIN FLOOR FOYER LAMINATE 219 SF 9' - 1 1/8" OPEN TO ABOVEMAIN FLOOR PANTRY LAMINATE 30 SF 9' - 1 1/8"MAIN FLOOR MUD RM. VINYL 78 SF 9' - 1 1/8"MAIN FLOOR POWDER VINYL 41 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 121 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 120 SF 8' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 201 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR HALL CARPET 221 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #2 CARPET 144 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 17 SF 8' - 1 1/8"UPPER FLOOR BATH CARPET 66 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 72 SF 8' - 1 1/8"UPPER FLOOR LOFT CARPET 190 SF 8' - 1 1/8"UPPER FLOOR EN SUITE TILE 127 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 58 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 54 SF 8' - 1 1/8"1/2" = 1'-0"A-5011COLUMN TAPERED3/8" = 1'-0"A-5012METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3" 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: 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSANCHOR 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 FOUNDATIONWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE 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:4/6/2020 4:10:32 PMTHE DHANSEKAR RES.L15, B4 - ASPEN GROVE7852 204TH STREET WESTLAKEVILLE, MN 55044A-502OTT1093.10.20 CB151313169044.6.20 CB2.25.20 MM8'- 1 /18"9'- 1 /18"8'-4"3733THE MAVERICK1/2" = 1'-0"A-5021TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5022TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5025BEARING WALL SECTION1/2" = 1'-0"A-5026GARAGE CEILING1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL3/8" = 1'-0"A-5027TYP. POURED WALL SECTION Upper Level Member Name Results Current Solution Comments 11 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Master Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stair Landing Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Main Level Member Name Results Current Solution Comments Great Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs (H) Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Back Kitchen Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Pantry Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Powder Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Mudroom Door 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 20" 2.0E Microllam® LVL 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 Foyer (H) Flush Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer (V) Flush Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Office Front Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Side Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Room Side Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Stairs (H) Flush Bea,Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Stairs (V) Flush Beam Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Stairs Flush beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Window Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Family Room Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Back Bump Out Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mechanical Room Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Entry Tall Wall Member Name Results Current Solution Comments Upper Window Passed 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Window Column Passed 3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL Front Door Passed 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) 7852 204th St W, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 1 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 6"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, 11 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 2 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2226 @ 1 1/2"3825 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans) Shear (lbs)928 @ 1' 1/4"2872 Passed (32%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1679 @ 1' 9"3946 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.012 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.75"817 1409 2226 None 2 - Trimmer - SPF 3.00"3.00"1.75"817 1409 2226 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 6"23'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, Master Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 3 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4251 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2923 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6564 @ 3' 4"11985 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.098 @ 3' 4"0.214 Passed (L/788)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.155 @ 3' 4"0.321 Passed (L/497)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None 2 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 8"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 8"23'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stair Landing Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 4 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5115 @ 7' 8 1/4"5738 (4.50")Passed (89%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)2158 @ 6' 8 3/4"2498 Passed (86%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1821 @ 7' 8 1/4"3431 Passed (53%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.006 @ 5' 10 7/8"0.129 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.009 @ 5' 9 13/16"0.194 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"712 574/-109 277 1563/- 109 None 2 - Trimmer - SPF 4.50"4.50"2.57"1486 1789 321 3596 None 3 - Trimmer - SPF 4.50"4.50"4.01"2340 2775 560 5675 None 4 - Trimmer - SPF 1.50"1.50"1.50"563 749/-144 157 1469/- 144 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 6' 9"8' 3"15.0 40.0 -Floor - Upper 2 - Uniform (PSF)6' 9" to 11' 6"11'15.0 40.0 -Floor - Upper 3 - Uniform (PSF)0 to 11' 6"1'80.0 --Wall - Upper 4 - Uniform (PSF)5' to 11' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)5' to 11' 6"1'100.0 --Wall - Gable 6 - Point (lb)0 N/A 459 -289 Linked from: 11 Window, Support 1 7 - Point (lb)5'N/A 459 -289 Linked from: 11 Window, Support 2 8 - Point (lb)6' 9"N/A 522 1028 - Linked from: Main Level FLR Girder, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 5 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1152 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 L (All Spans) Shear (lbs)682 @ 1' 1/4"2498 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1300 @ 2' 6"3431 Passed (38%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.014 @ 2' 6"0.119 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.019 @ 2' 6"0.237 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.00"3.00"1.50"327 825 1152 Blocking 2 - Stud wall - SPF 3.00"3.00"1.50"327 825 1152 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 -- 1 - Uniform (PSF)0 to 5' (Front)8' 3"15.0 40.0 Floor - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, Stairs (H) Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 6 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)424 @ 0 1913 (1.50")Passed (22%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)366 @ 2' 10 1/4"2872 Passed (13%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-414 @ 3' 9 3/4"3946 Passed (10%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.001 @ 1' 9 11/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.003 @ 9' 8 11/16"0.191 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"254 170 424 None 2 - Trimmer - SPF 4.50"4.50"1.50"707 464 1171 None 3 - Trimmer - SPF 4.50"4.50"1.50"707 464 1171 None 4 - Trimmer - SPF 1.50"1.50"1.50"254 170 424 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 11' 6"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 7 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1331 @ 0 1913 (1.50")Passed (70%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)159 @ 10 3/4"2498 Passed (6%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)438 @ 1' 1 1/2"3431 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.001 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"743 495 289 1527 None 2 - Trimmer - SPF 1.50"1.50"1.50"284 495 -779 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 2' 3"11'15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 2' 3"1'80.0 --Wall - Upper 3 - Point (lb)0 N/A 459 -289 Owners Suite Window Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, Back Kitchen Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 8 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1538 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 S (All Spans) Shear (lbs)313 @ 10 3/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)865 @ 1' 1 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 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 2015 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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 None 2 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 2' 3"1'80.0 --Wall - Upper 3 - Uniform (PSF)0 to 2' 3"23'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Pantry Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 9 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1538 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 S (All Spans) Shear (lbs)313 @ 10 3/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)865 @ 1' 1 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 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 2015 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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 None 2 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 2' 3"1'80.0 --Wall - Upper 3 - Uniform (PSF)0 to 2' 3"23'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, Powder Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 10 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7381 @ 14' 8"12272 (5.50")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5778 @ 13' 4 1/2"13965 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)24567 @ 7' 7 1/8"36387 Passed (68%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.192 @ 7' 6"0.358 Passed (L/897)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.420 @ 7' 6 1/4"0.717 Passed (L/410)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 12' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.15"3733 3300 1077 8110 Blocking 2 - Stud wall - SPF 5.50"5.50"3.31"4081 3300 1076 8457 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 ---- 1 - Uniform (PSF)0 to 15' (Front)11'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 15' (Front)1'80.0 --Wall - Upper 3 - Uniform (PSF)0 to 15' (Front)1'20.0 -35.0 Snow Dining Room 4 - Point (lb)5' (Front)N/A 459 -289 Bedroom # 2 Window 5 - Point (lb)10' (Front)N/A 459 -289 Bedroom # 2 Window 6 - Uniform (PSF)0 to 5' (Front)3'20.0 -35.0 Snow - Main 7 - Uniform (PSF)10' to 15' (Front)3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)0 to 15' (Front)1'100.0 --Wall - Gable 9 - Uniform (PSF)10' to 15' (Front)1'100.0 --Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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 Flush Beam 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 11 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2189 @ 1 1/2"3825 (3.00")Passed (57%)--1.0 D + 1.0 L (All Spans) Shear (lbs)848 @ 1' 1/4"2498 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1561 @ 1' 8"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.72"605 1583 2188 None 2 - Trimmer - SPF 3.00"3.00"1.72"605 1583 2188 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"23' 9"15.0 40.0 Floor - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 12 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)18353 @ 3 3/4"20672 (5.25")Passed (89%)--1.0 D + 1.0 S (All Spans) Shear (lbs)17826 @ 2' 1 1/4"22943 Passed (78%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)36418 @ 2' 4"81355 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.046 @ 4' 2 7/8"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.089 @ 4' 2 9/16"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 2" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 2" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.25"5.25"4.66"9144 2861 9209 21214 None 2 - Trimmer - SPF 5.25"5.25"2.30"4016 892 4741 9649 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' 1 1/2"N/A 30.6 ---- 1 - Uniform (PSF)0 to 2' 4"4'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)2' 4" to 9' 1 1/2"15' 6"20.0 -35.0 Snow - Garage 3 - Point (lb)2' 4"N/A 10589 3753 9939 Linked from: Garage (V) Girder, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 13 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2412 @ 1 1/2"7613 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2055 @ 1' 2 7/8"9878 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9800 @ 8' 4 1/2"18346 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.407 @ 8' 4 1/2"0.550 Passed (L/487)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.669 @ 8' 4 1/2"0.825 Passed (L/296)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 3" 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"946 1466 2412 None 2 - Trimmer - SPF 3.00"3.00"1.50"946 1466 2412 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"5'20.0 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 North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 14 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3346 @ 10' 4"7013 (5.50")Passed (48%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1459 @ 11' 4"2872 Passed (51%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2996 @ 10' 4"3946 Passed (76%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.054 @ 15' 3/8"0.287 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.079 @ 15' 1 1/4"0.431 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 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 18' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SPF 5.50"5.50"1.50"500 868 1368 Blocking 2 - Column - SPF 5.50"5.50"2.62"1262 2084 3346 Blocking 3 - Stud wall - SPF 3.00"3.00"1.50"431 769 1200 Blocking Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 6" (Front)5'20.0 35.0 Snow - Main 2 - Uniform (PSF)11' 6" to 19' 1" (Front)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 North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch Dropped beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 15 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1236 @ 3 1/2"4725 (1.50")Passed (26%)--1.0 D + 1.0 L (All Spans) Shear (lbs)979 @ 1' 1"6872 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2356 @ 4' 1 1/4"10422 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.039 @ 4' 1 1/4"0.191 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.074 @ 4' 1 1/4"0.381 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 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. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 9 1/2" LSL beam 3.50"Hanger¹1.50"630 698 1328 See note ¹ 2 - Stud wall - SPF 5.50"5.50"1.50"639 705 1344 Blocking Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS48 2.00"N/A 6-16d 4-16d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)3 1/2" to 8' 3"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 3" (Front)4' 3"15.0 40.0 Floor - Upper 2 - Uniform (PSF)0 to 8' 3" (Front)1'80.0 -Wall - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer (H) Flush Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 16 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1788 @ 11' 8"8181 (5.50")Passed (22%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1538 @ 10' 9"6872 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6538 @ 6'10422 Passed (63%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.165 @ 6'0.283 Passed (L/824)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.374 @ 6'0.567 Passed (L/363)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 12' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"969 646 1615 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"1016 772 1788 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 12'N/A 10.4 -- 1 - Uniform (PSF)0 to 6' (Front)1'15.0 40.0 Floor - Upper 2 - Uniform (PSF)6' to 12' (Front)2'15.0 40.0 Floor - Upper 3 - Uniform (PSF)0 to 12' (Front)1'80.0 -Wall - Upper 4 - Point (lb)6' (Front)N/A 630 698 Linked from: Foyer (H) Flush Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer (V) Flush Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 17 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2553 @ 1 1/2"3825 (3.00")Passed (67%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1335 @ 1' 1/4"2498 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2781 @ 3' 3"3431 Passed (81%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.075 @ 3' 3"0.313 Passed (L/997)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.00"1358 910 683 2951 None 2 - Trimmer - SPF 3.00"3.00"2.00"1358 910 683 2951 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 6' 6"7'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper 3 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow Porch 4 - Uniform (PSF)0 to 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)6' to 6' 6"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 6"1'100.0 --Wall - Gable 7 - Uniform (PSF)6' to 6' 6"1'100.0 --Wall - Gable 8 - Point (lb)6"N/A 459 -289 Linked from: 11 Window, Support 1 9 - Point (lb)6'N/A 459 -289 Linked from: 11 Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Front Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 18 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4454 @ 1 1/2"7613 (3.00")Passed (59%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3026 @ 1' 1/2"7902 Passed (38%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6691 @ 3' 3"11985 Passed (56%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.089 @ 3' 3"0.208 Passed (L/844)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.151 @ 3' 3"0.313 Passed (L/496)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.76"1838 130 2616 4584 None 2 - Trimmer - SPF 3.00"3.00"1.76"1838 130 2616 4584 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 6"1'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 6' 6"1'80.0 --Wall - Upper 3 - Uniform (PSF)0 to 6' 6"23'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Side Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 19 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2227 @ 0 2869 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)999 @ 10 3/4"4308 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1810 @ 1' 7 1/2"5919 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 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 2015 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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None 2 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 10.6 ---- 1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 3' 3"1'80.0 --Wall - Upper 3 - Uniform (PSF)0 to 3' 3"23'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Side Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 20 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3820 @ 3 1/2"4725 (1.50")Passed (81%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2990 @ 1' 3 3/8"8590 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8706 @ 4' 10 3/16"15953 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.143 @ 4' 9 7/8"0.226 Passed (L/755)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.200 @ 4' 9 13/16"0.451 Passed (L/541)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 4" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 4" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"1150 2910 4060 See note ¹ 2 - Stud wall - SPF 5.50"5.50"3.02"1271 3220 4491 Blocking Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS48 3.00"N/A 22-16d 8-16d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)3 1/2" to 9' 7 3/4"N/A 13.0 -- 1 - Uniform (PSF)0 to 7' 6" (Front)15'15.0 40.0 Floor - Upper 2 - Uniform (PSF)7' 6" to 9' 7 3/4" (Front)19'15.0 40.0 Floor - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Stairs (H) Flush Bea, 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 21 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2798 @ 4' 4 1/4"8181 (5.50")Passed (34%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2421 @ 3' 2 7/8"8590 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)4580 @ 2' 6"15953 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.022 @ 2' 6"0.101 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.031 @ 2' 6"0.201 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 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 Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.67"719 1764 2483 Blocking 2 - Stud wall - SPF 5.50"5.50"1.88"808 1990 2798 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 8 1/4"N/A 13.0 -- 1 - Uniform (PSF)0 to 4' 8 1/4" (Front)1'15.0 40.0 Floor - Upper 2 - Uniform (PSF)0 to 4' 8 1/4" (Front)3' 6"15.0 40.0 Floor Stairs 3 - Point (lb)2' 6" (Front)N/A 1150 2910 Linked from: Foyer Stairs (H) Flush Bea,, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, Stairs (V) Flush Beam 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 22 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1118 @ 1 1/2"3825 (3.00")Passed (29%)--1.0 D + 1.0 L (All Spans) Shear (lbs)661 @ 1' 1/4"2498 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1261 @ 2' 6"3431 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.013 @ 2' 6"0.119 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.018 @ 2' 6"0.237 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.00"3.00"1.50"318 800 1118 Blocking 2 - Stud wall - SPF 3.00"3.00"1.50"318 800 1118 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 -- 1 - Uniform (PSF)0 to 5' (Front)8'15.0 40.0 Floor - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, Stairs Flush beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 23 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9956 @ 8' 4 1/2"11419 (3.00")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)8688 @ 7' 3 1/8"12884 Passed (67%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)19160 @ 5' 1 7/16"23930 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.156 @ 4' 4 1/16"0.275 Passed (L/633)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.258 @ 4' 4 1/16"0.412 Passed (L/383)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.09"3087 4861 373 8321 None 2 - Trimmer - SPF 3.00"3.00"2.62"3886 6070 508 10464 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 19.5 ---- 1 - Uniform (PSF)0 to 6' 3"8' 3"15.0 40.0 -Floor - Main 2 - Uniform (PSF)6' 3" to 8' 6"10' 3"15.0 40.0 -Floor - Main 3 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main 4 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 5 - Point (lb)2' 6"N/A 1486 1789 321 Linked from: Great Room Window, Support 2 6 - Point (lb)6' 3"N/A 2340 2775 560 Linked from: Great Room Window, Support 3 7 - Point (lb)6' 3"N/A 503 1002 - Linked from: Lower Level FLR Girder, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 24 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)13420 @ 14' 8"20934 (5.50")Passed (64%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4730 @ 1' 7 1/2"13965 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20678 @ 7' 6"36387 Passed (57%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.248 @ 7' 6"0.358 Passed (L/692)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.351 @ 7' 6"0.717 Passed (L/490)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - SPF 5.50"5.50"3.43"5497 7575 1077 14149 Blocking 2 - Column - SPF 5.50"5.50"3.53"5845 7575 1076 14496 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 ---- 1 - Uniform (PSF)0 to 15' (Front)14' 3"15.0 40.0 -Floor - Main 2 - Point (lb)0 (Front)N/A 3733 3300 1077 Linked from: Dining Room Flush Beam, Support 1 3 - Point (lb)15' (Front)N/A 4081 3300 1076 Linked from: Dining Room Flush Beam, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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 Flush Beam 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 25 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2056 @ 1 1/2"5738 (3.00")Passed (36%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1816 @ 1' 1/4"4308 Passed (42%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)3762 @ 4' 3"5147 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.046 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.131 @ 4' 3"0.412 Passed (L/753)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1326 510 464 2300 None 2 - Trimmer - SPF 3.00"3.00"1.50"1326 510 464 2300 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 8' 6"3'15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 8' 6"1'90.0 --Wall - Main 3 - Point (lb)2' 3"N/A 707 -464 Linked from: Dining Room Window, Support 2 4 - Point (lb)6' 3"N/A 707 -464 Linked from: Dining Room Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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, Back Bump Out Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 26 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4535 @ 5' 4 1/2"7613 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3264 @ 1' 1/2"6872 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5574 @ 2' 9 7/8"10422 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.056 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.097 @ 2' 9 3/16"0.262 Passed (L/650)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 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"1.61"1613 2470 116 4199 None 2 - Trimmer - SPF 3.00"3.00"1.79"2010 2525 357 4892 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"11' 3"15.0 40.0 -Floor - Main 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main 3 - Uniform (PSF)1' to 5' 6"11' 3"15.0 40.0 -Floor - Upper 4 - Uniform (PSF)1' to 5' 6"1'80.0 --Wall - Upper 5 - Uniform (PSF)3' 9" to 5' 6"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)3' 9" to 5' 6"1'100.0 --Wall - Gable 7 - Point (lb)3' 9"N/A 459 -289 Linked from: 11 Window, Support 2 8 - Point (lb)1'N/A 284 495 - Linked from: Back Kitchen Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 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 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 27 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2282 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1011 @ 1' 1/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1816 @ 1' 10"3431 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 1' 10"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.014 @ 1' 10"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 8" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"632 1650 2282 None 2 - Trimmer - SPF 3.00"3.00"1.79"632 1650 2282 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 8"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 8"22' 6"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mechanical Room Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 28 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)801 @ 0 5528 (1.50")Passed (14%)--1.0 D + 1.0 S (All Spans) Shear (lbs)688 @ 5"2214 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1184 @ 2' 11 1/2"2045 Passed (58%)1.15 1.0 D + 1.0 S (All Spans) Vert Live Load Defl. (in)0.118 @ 2' 11 1/2"0.197 Passed (L/604)--1.0 D + 1.0 S (All Spans) Vert Total Load Defl. (in)0.303 @ 2' 11 1/2"0.296 Passed (L/234)--1.0 D + 1.0 S (All Spans) Lat Member Reaction (lbs)254 @ 5' 11"N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)204 @ 7"8727 Passed (2%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)376 @ mid-span 4239 Passed (9%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.029 @ mid-span 0.592 Passed (L/999+)--1.0 D + 0.6 W Bi-Axial Bending 0.44 1.00 Passed (44%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 S System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Lateral deflection criteria: Wind (L/120) •Member has been designed in flat (plank) orientation with vertical (gravity) loads applied to wide strand face. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"490 311 801 None 2 - Trimmer - SPF 1.50"1.50"1.50"490 311 801 None Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce-Pine-Fir Nails 8d x 2.5" Box (Toe)4 Right 2X Spruce-Pine-Fir Nails 8d x 2.5" Box (Toe)4 Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 11"N/A 5.6 -- 1 - Uniform (PSF)0 to 5' 11"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 11"1'100.0 -Wall - Gable • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (27'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 6'23.8 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Entry Tall Wall, Upper Window 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 29 / 33 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 30 / 33 Wall Height: 18' 11"Member Height: 18' 6 1/2"Tributary Width: 3' 10" Design Results Actual Allowed Result LDF Load: Combination Slenderness 34 50 Passed (69%)---- Compression (lbs)1000 11071 Passed (9%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)1000 10519 Passed (10%)--1.0 D + 1.0 S Lateral Reaction (lbs)470 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)447 11220 Passed (4%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)2178 @ mid-span 5467 Passed (40%)1.60 1.0 D + 0.6 W Total Deflection (in)1.18 @ mid-span 1.85 Passed (L/188)--1.0 D + 0.6 W Bending/Compression 0.41 1 Passed (41%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/120) •Input axial load eccentricity for this design is 16.67% of applicable member side dimension. •Applicable calculations are based on NDS. •The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple-member connection requirements. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 8' System : Wall Member Type : Column Building Code : IBC 2015 Design Methodology : ASD Lateral Connections: Simpson Strong-Tie Supports Connector Type/Model Quantity Connector Nailing Top Angle Connectors A23 2 (8) - 10d x 1 1/2" Base Angle Connectors A23 2 (8) - 10d x 1 1/2" Dead Snow Vertical Load Tributary Width (0.90)(1.15)Comments 1 - Point (lb)N/A 200 800 Default Load • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (27'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 3' 10"22.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Entry Tall Wall, Window Column 3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTC Alex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 31 / 33 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1113 @ 0 5528 (1.50")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)268 @ 5"1733 Passed (15%)0.90 1.0 D (All Spans) Moment (Ft-lbs)462 @ 2' 11 1/2"1600 Passed (29%)0.90 1.0 D (All Spans) Vert Live Load Defl. (in)0.000 @ 0 0.197 Passed (2L/999+)--1.0 D (All Spans) Vert Total Load Defl. (in)0.118 @ 2' 11 1/2"0.296 Passed (L/600)--1.0 D (All Spans) Lat Member Reaction (lbs)313 @ 5' 11"N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)251 @ 7"8727 Passed (3%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)463 @ mid-span 4239 Passed (11%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.035 @ mid-span 0.592 Passed (L/999+)--1.0 D + 0.6 W Bi-Axial Bending 0.27 1.00 Passed (27%)1.60 1.0 D + 0.6 W System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Lateral deflection criteria: Wind (L/120) •Member has been designed in flat (plank) orientation with vertical (gravity) loads applied to wide strand face. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"802 311 1113 None 2 - Trimmer - SPF 1.50"1.50"1.50"802 311 1113 None Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce-Pine-Fir Nails 8d x 2.5" Box (Toe)4 Right 2X Spruce-Pine-Fir Nails 8d x 2.5" Box (Toe)4 Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 11"N/A 5.6 -- 1 - Uniform (PSF)0 to 5' 11"1' 3"80.0 -Wall - Upper 2 - Point (lb)0 N/A 490 311 Linked from: Upper Window, Support 1 3 - Point (lb)5' 11"N/A 490 311 Linked from: Upper Window, Support 2 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (27'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 7' 6"23.5 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Entry Tall Wall, Front Door 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 32 / 33 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by North House Design, Plan date; 3/10/2020 Weyerhaeuser Notes ForteWEB Software Operator Job Notes 3/25/2020 6:13:58 PM UTCAlex Schoenbauer, EWP Specialist Lyman Lumber (952) 470-4803 alex_schoenbauer@lymanlumber.com ForteWEB v2.4, Engine: V8.0.1.4, Data: V7.3.2.0 File Name: 7852 204th St W, Lakeville, MN Topaz - The Maverick Dhansekar Residence 7852 204th Street W, Lakeville, MN 3/25/2020 Job # 24048 Page 33 / 33 04/23/2020 X KP