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Home My WebLink AboutLA197845 7081 183rd St W Permit Pack1" Water Meter RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 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"GARAGE PLATE HEIGHT10' - 9 3/8"(2) 8x8x36" CORBELVINYL BOARD & BATTEN TYP. 6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8" 12"8" 12"7" / 12"6" SMARTSIDE STORY BOARD6" BUMPED OUTLOUVER W/ CORBELSVINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"6" / 12"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 12"8" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"6" / 12"7" 12"8" / 12"24" RETURNS TYP.8" / 12"6" 12"8" / 12"7" / 12"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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:10/13/2021 12:03:15 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-201OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB10.6.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNOR1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS/SCHEDULESA-503 DETAILS1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode11/18/2021dmathews 11' - 10"2' - 0"0' - 2"18' - 10"36' - 2"4' - 2 1/2"16' - 3" M.O.4' - 2 1/2"1' - 7 1/2"8' - 3" M.O.1' - 7 1/2"33' - 0"5' - 6"6' - 0"5' - 6"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.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"56' - 0"42' - 2"13' - 10"8' - 0"5' - 10"36' - 2"2' - 0"4' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"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 POINT28' - 6"27' - 6"56' - 0"9' - 9"6' - 1"2' - 0"26' - 6"15' - 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 POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY55' - 0"5' - 0"50' - 0"7' - 9 1/4"22' - 6 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 CODE42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY24' - 8"11' - 6":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.: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.LEAVE A 12" GAPIN FOOTING FOR PLUMBING7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY14' - 8 1/2"10' - 0 3/4"8' - 2 3/4"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.28' - 4"10' - 4"11' - 8 3/4"6' - 3 1/4"55' - 0"30' - 4"6' - 0"36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY11' - 4"1' - 2 1/2"19' - 1"8' - 8"2' - 9 1/2"6' - 11"3' - 11 3/4"16' - 8 1/2"3' - 11 3/4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:10/13/2021 12:03:15 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-401OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB10.6.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"0' - 2"18' - 10"36' - 2"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED33' - 0"17' - 0"56' - 0"27' - 6"28' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3 14" LVL FLUSH 5' - 6"6' - 0"5' - 6"4-2x624" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x102-2x1011' - 8"8' - 0"19' - 8"56' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINT2-2x1015' - 10"AIR EX.3' VANITY12/4 x 6/8R.O. 2' -6" x 6' -11"BEDROOM #5BATHRECREATIONROOM2x6.11' - 0 1/4"3' - 6"3' - 8 1/2"12' - 10 1/2"18' - 10 3/4"139/0 x 6/8 SLIDERR.O. 9' -0" x 6' -8"16' - 2"20' - 0"8' - 0"5' - 10"36' - 2"2' - 0"4' - 0"13' - 10"42' - 2"6' - 7"3' - 9"1' - 11"16' - 1"SMOKEDET.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.39' - 2"5' - 10"5' - 0"KNEE WALL W/ 14" PAINTED SPINDLESCS-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 NOTES42/6 x 6/8R.O. 2' -8" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"STORAGE4-2x63-9 1/2" LVL5x5 PSL2-2x10 FLUSH2' - 0"26' - 6"104836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"5' - 0"50' - 0"24' - 8"11' - 6"55' - 0"13' - 10"13' - 10"48" F.G. SHOWER W/ SURROUND STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"28' - 4"55' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12' - 8"5' - 4"10' - 4"R & SH.CLOSETLINENMECHANICAL CHASE 18' - 0"10' - 4"OFFSET BEARING ABOVE30' - 4"6' - 0"3' - 0"3' - 0"7' - 6"20' - 0"5' - 6"146048 PICR.O. 5' -0" x 4' -0"H.H. 6' -10"62448 SHR.O. 2' -0" x 4' -0"H.H. 6' -10"62448 SHR.O. 2' -0" x 4' -0"H.H. 6' -10"2-9 1/2" LSL 2-9 1/2" LSL 2-9 1/2" LSL 2-9 1/2" LSL 2-2x102-2x105x5 PSL3-11 7/8" LSL FLUSH20.6 FEET OF WALL BRACING REQUIRED BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET 20.6 FEET OF WALL BRACING REQUIRED BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET 39' - 0" (BRACED WALL LINE SPACING)50' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.1/4" = 1'-0"A-4021LOWER FLOORTHE 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:10/13/2021 12:03:16 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-402OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB10.6.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNORFAN DN 3RDN 3RUP 17RDN 16R42' - 0"14' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.PORCH6' - 0"36' - 0"6' - 0"8' - 0"114/0 x 6/8R.O. 4' -2" x 6' -11"0' - 10"5' - 2"0' - 10"9' - 10"0' - 10"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 OTHERWISEINSULATE GARAGE WALLS & CEILING 20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING103/0 x 6/8 W/ 12" D.S. SL'S4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"1416' x 8' INSULATED O.H.GARAGE DOOR56' - 0"5' - 6"6' - 0"5' - 6"33' - 0"93/0 x 6/8 OPG.GARAGE2' - 0"28' - 8"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 1/2"10' - 6 1/2"2' - 9"2' - 0"4' - 0"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" 7' - 6"20' - 6"5' - 0"13' - 8"15' - 0"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-2x122-9 1/2" LSL DROPPED 2-2x10 DROPPED2-2x103-2x6STAGGEREDUPPERS11' - 6"7' - 10"PORTAL FRAMEW/ HOLD-DOWNSOVEN /MICRO9' - 6"4' - 0 3/4"3' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"EQEQCS-WSP6' - 0" B.W.P.MECHANICAL CHASE 2-2x12 CONT.3-2x103-2x102-2x1024" CANT. ABOVEATTICACCESSCS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 9" B.W.P.CS-WSP2' - 9" B.W.P.CS-WSP7' - 0" B.W.P.METHOD G.B.8' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TRIMMERS EA. SIDE3-2x62' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDER16' - 0"FLEX ROOM12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSETPOWDERSMOKEDET.6' - 0"2-11 7/8" LSLFLUSHU210-25' - 0"5' - 10"HHUS482-2x10 DROPPED4-2x6 DW3-20" LVL FLUSH128' x 8' INSULATED O.H.GARAGE DOOR4' - 4"16' - 0"4' - 4"1' - 9"8' - 0"1' - 9"24' - 8"11' - 6"7' - 4"11' - 6"RECYCLE6' - 6"5' - 7"4' - 11"6' - 6"3' - 8"1' - 11"4' - 11"5x5 PSL24' - 6"3' - 6"R & SH.R & SH.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.5x5 PSL5x5 PSL6' - 0"6' - 9"3' - 11"4' - 5 1/2"1' - 6"5' - 4 1/2"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2' - 0"26' - 6"28' - 6"27' - 6"4 TRIMMERS 2-2x10PORTAL FRAMEW/ HOLD-DOWNSMFG. ROOF TRUSSES@ 24" O.C.0' - 10"18P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"18P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"18P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"177260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"114848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -10"5' - 0"50' - 0"55' - 0"36' - 2"18' - 10"72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"62/8 x 6/8R.O. 2' -10" x 6' -11"5'-6" VANITY10' - 5"56' - 0"CS-WSP4' - 0" B.W.P.32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"60" F.G. SHWRSLIDING BYPASS SHOWER DOORS 1' - 2"20" FLOOR TRUSSESPER MFG. SPACING12/4 x 6/8R.O. 2' -6" x 6' -11"2x6BUILT-INBUILT-INSET F.P. 18" A.F.F.36" GAS FIREPLACE 177260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"28' - 0"55' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"EN SUITER & SH.CLOSET2'-6" VANITY42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"16" SH.16" SH.PANTRYWATER SPIGOTHOT & COLD WATER HOOK-UPS 2' - 0"END PANELOFFSET BEARING BELOWBRACED WALL DESIGN WILL BE UPDATED WHEN PLANS ARE FINISHED 19' - 4"11' - 4"16' - 8"CLOSET72472 SHR.O. 2' -0" x 6' -0"H.H. 8' -0"72472 SHR.O. 2' -0" x 6' -0"H.H. 8' -0"3' - 0"3' - 0"TYP. 0' - 4 1/2"166072 PICR.O. 5' -0" x 6' -0"H.H. 8' -0"3' - 0"3' - 0"82/8 x 6/8 FULL VIEWSINK2-2x10 DROPPED3-24" LVL 2-2x12MFG. ROOF TRUSSES@ 24" O.C.MONO GIRDER 2-9 1/2" LSL5x5 PSL TRIMMER 5x5 PSL TRIMMER 3-14" LVL W/ CCQ66SDS2.5 COLUMN CAP THE BETWEEN FLUSH BEAM & DOOR HEADER 2-2x102-2x102-2x102-11 7/8" LVLSMOKEDET.CO DET.SMOKEDET.14' - 0" (BRACED WALL LINE SPACING)14' - 0" (BRACED WALL LINE SPACING)25' - 0" (BRACED WALL LINE SPACING)52' - 0" (BRACED WALL LINE SPACING)28' - 0" (BRACED WALL LINE SPACING)25' - 0" (BRACED WALL LINE SPACING)18' - 10" (BRACED WALL LINE SPACING)33' - 2" (BRACED WALL LINE SPACING)CS-WSP4' - 4" B.W.P.CS-WSP4' - 4" B.W.P.CS-WSP1' - 9" B.W.P.CS-WSP7' - 0" B.W.P.CS-PF1' - 6"CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-PF1' - 6"CS-WSP4' - 0" B.W.P.METHOD G.B.8' - 0"METHOD G.B.8' - 0"30' - 8"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:10/13/2021 12:03:18 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-403OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB10.6.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNORFANFANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAboveBWPsAbove DN 17RBEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLOWNER'S SUITE7' VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"25' - 0"42' - 0"42' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"LINEN6'-6" VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #2OWNER'SCLOSETTILESHOWER42" WALL W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"8' - 9"8' - 9"20' - 0"16' - 0"5' - 6 3/8"6' - 10 1/2"4' - 7 1/8"7' - 6"17' - 6"46' - 0"17' - 6 7/8"28' - 5 1/8"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"5' - 2"1' - 6 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"1' - 3"9' - 1 1/4"14' - 8"3' - 7"6' - 7 1/4"4' - 0 1/4"7' - 9 1/2"5' - 4"14' - 5"1' - 8"1' - 10"8' - 1"0' - 10"4' - 6"2' - 7"4' - 5 1/4"7' - 7 3/4"5' - 4"1' - 6"3' - 7 1/4"4' - 9"4' - 4 1/2"5' - 9 1/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-2x102-9 1/2" LSL2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"22/4 x 6/8 OPG.52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"4' VANITY48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"BATH2-2x102-2x102-2x102-2x102-2x1062/8 x 6/8R.O. 2' -10" x 6' -11"SMOKEDET.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.3-2x10R & SH.R & SH. @ 65"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 4"2' - 3"CURB3' LINEN52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"3' - 5"1' - 2"5' - 11"SMOKEDET.2' - 8"R & SH.ACCENT WALLACCENT WALL46' - 0"3' - 3"0' - 4"3' x 5' TUB W/ 4" TILEDECKCONTROLHEADCS-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 NOTESCLOSETDOUBLE FRAME PLUMBING WALL5' F.G.TUB/SHWR124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"52424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"136042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"230-30-3042 SL ER.O. 7' -6" x 3' -6"H.H. 6' -10"94824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"62/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRY12/4 x 6/8R.O. 2' -6" x 6' -11"2x642/6 x 6/8R.O. 2' -8" x 6' -11"2x63' LINEN3' - 0 1/2"WASHERDRYERSINK42' - 0" (BRACED WALL LINE SPACING)41' - 0" (BRACED WALL LINE SPACING)42' - 0" (BRACED WALL LINE SPACING)41' - 0" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:10/13/2021 12:03:19 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-404OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB10.6.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE 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 INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS6 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 EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL 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 FOOTINGS18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 8:128" / 12"8" / 12"8" / 12"6" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8 ROOF VENTS REQUIREDSTANDARD ENERGY HEELS @ 6:12 W/ 7:12 & 8:12 FASCIA LINES TO MATCH 3 ROOF VENTS REQUIRED1 ROOF VENT REQUIRED7" / 12"7" / 12"1' - 6"2x4 @ BOTTOM1x3 TYP.2x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFITFRONTSIDETOP VIEW1' - 6"1' - 6"FRAMING4x4 POST1' - 6"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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:10/13/2021 12:03:21 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-501OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB10.6.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNORWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 30-30-3042 SL E 7' - 6" 3' - 6" 6' - 10"3 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 2 2448 SH 2' - 0" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 2 2472 SH 2' - 0" 6' - 0" 8' - 0"8 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"9 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"11 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 10"13 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"14 WINDSOR NEXT DIMENSION 1 6048 PIC 5' - 0" 4' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"16 WINDSOR NEXT DIMENSION 1 6072 PIC 5' - 0" 6' - 0" 8' - 0"17 WINDSOR NEXT DIMENSION 2 7260 SL 6' - 0" 5' - 0" 6' - 10"18 WINDSOR NEXT DIMENSION 3 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH WIDTH COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 142 2/4 x 6/8 OPG.13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 24 2/6 x 6/8 2' - 8" 6' - 11" 65 2/6 x 6/8 PKT 5' - 2" 6' - 11" 26 2/8 x 6/8 2' - 10" 6' - 11" 47 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 2/8 x 6/8 FULL VIEW19 3/0 x 6/8 OPG.110 3/0 x 6/8 W/ 12" D.S. SL'S111 4/0 x 6/8 4' - 2" 6' - 11" 112 8' x 8' INSULATED O.H. GARAGE DOOR113 9/0 x 6/8 SLIDER 9' - 0" 6' - 8" 114 16' x 8' INSULATED O.H. GARAGE DOOR1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 233 SF 8' - 2"LOWER FLOOR BATH VINYL 41 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 678 SF 8' - 2"LOWER FLOOR STORAGE CARPET 87 SF 8' - 2" FINISHEDLOWER FLOOR CLOSET CARPET 49 SF 8' - 2"MAIN FLOOR KITCHEN WOOD 251 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 184 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 254 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 129 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 55 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 910 SF 10' - 9 3/8"MAIN FLOOR EN SUITE VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 160 SF 9' - 1 1/8"MAIN FLOOR CLOSET VINYL 19 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 30 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 86 SF 9' - 1 1/8"MAIN FLOOR CLOSET CARPET 21 SF 9' - 1 1/8"MAIN FLOOR CLOSET CARPET 23 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 32 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 197 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 98 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 255 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 125 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE VINYL 176 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 50 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 42 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 134 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 56 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 15 SF 8' - 1 1/8"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING1/2" = 1'-0"A-5014TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5015TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5016TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5017TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5019BEARING WALL SECTION1/8" = 1'-0"A-50110ROOF PLAN1/2" = 1'-0"A-5011TYP. COLUMN FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" 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).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN 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 PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:10/13/2021 12:03:22 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-503OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB10.6.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNOR3/8" = 1'-0"A-5031METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5032METHOD 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: 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"GARAGE PLATE HEIGHT10' - 9 3/8"(2) 8x8x36" CORBELVINYL BOARD & BATTEN TYP. 6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.CULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAILSHEET A-5013' - 6"8" 12"8" 12"7" / 12"6" SMARTSIDE STORY BOARD6" BUMPED OUTLOUVER W/ CORBELSVINYL SHAKES TYP.ADDRESS STONEALUMINUM SOFFIT & FASCIA TYP.8" 12"6" / 12"8' - 9 1/8"24" RETURNS TYP.8" / 12"8" / 12"8" / 12"8" / 12"8" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR8" 12"8" 12"6" / 12"7" 12"8" / 12"24" RETURNS TYP.8" / 12"6" 12"8" / 12"7" / 12"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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/14/2021 2:51:18 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-201OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNOR1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SECTIONS/SCHEDULES1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATION 11' - 10"2' - 0"0' - 2"18' - 10"36' - 2"4' - 2 1/2"16' - 3"4' - 2 1/2"1' - 7 1/2"8' - 3" M.O.1' - 7 1/2"33' - 0"5' - 6"6' - 0"5' - 6"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.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"56' - 0"42' - 2"13' - 10"8' - 0"5' - 10"36' - 2"2' - 0"4' - 0"19' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"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 POINT28' - 6"27' - 6"56' - 0"9' - 9"6' - 1"2' - 0"26' - 6"15' - 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 POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY18' - 4 1/2"12' - 6"6' - 7"1' - 2 1/2"6' - 11"4' - 5"55' - 0"5' - 0"50' - 0"7' - 9 1/4"22' - 6 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 CODE42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY24' - 8"11' - 6":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.: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.LEAVE A 12" GAPIN FOOTING FOR PLUMBING7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY14' - 8 1/2"10' - 0 3/4"8' - 2 3/4"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.28' - 4"10' - 4"11' - 8 3/4"6' - 3 1/4"55' - 0"30' - 4"6' - 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/14/2021 2:51:19 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-401OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNOR1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.MECHANICAL /STORAGE11' - 10"2' - 0"0' - 2"18' - 10"36' - 2"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED33' - 0"17' - 0"56' - 0"27' - 6"28' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.XXXX FLUSH 5' - 6"6' - 0"5' - 6"XXXX24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABCO DET.SMOKEDET.FLOOR GIRDER2-2x102-2x1011' - 8"8' - 0"19' - 8"56' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINT2-2x1015' - 10"AIR EX.3' VANITY12/4 x 6/8R.O. 2' -6" x 6' -11"BEDROOM #5BATHRECREATIONROOM2x6.11' - 0 1/4"3' - 6"3' - 8 1/2"12' - 10 1/2"18' - 10 3/4"139/0 x 6/8 SLIDERR.O. 9' -0" x 6' -8"16' - 2"20' - 0"8' - 0"5' - 10"36' - 2"2' - 0"4' - 0"13' - 10"42' - 2"6' - 7"3' - 9"1' - 11"16' - 1"SMOKEDET.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.39' - 2"5' - 10"5' - 0"KNEE WALL W/ 14" PAINTED SPINDLESCS-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 NOTES42/6 x 6/8R.O. 2' -8" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"STORAGEXXXX2-9 1/2" LVLXXXX2-2x10 FLUSH2' - 0"26' - 6"104836 PICR.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"5' - 0"50' - 0"24' - 8"11' - 6"55' - 0"13' - 10"13' - 10"48" F.G. SHOWER W/ SURROUND STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"28' - 4"55' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12' - 8"5' - 4"10' - 4"R & SH.CLOSETLINENMECHANICAL CHASE 18' - 0"10' - 4"OFFSET BEARING ABOVE30' - 4"6' - 0"3' - 0"3' - 0"7' - 6"20' - 0"5' - 6"146048 PICR.O. 5' -0" x 4' -0"H.H. 6' -10"62448 SHR.O. 2' -0" x 4' -0"H.H. 6' -10"62448 SHR.O. 2' -0" x 4' -0"H.H. 6' -10"1/4" = 1'-0"A-4021LOWER FLOORTHE 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/14/2021 2:51:19 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-402OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNORHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x102-2x63-11 7/8" LSL Flush5x5 PSL5x5 PSL Trimmer3-14" LVL Flush4-2x64-2x62-9 1/2" LSL3-9 1/2" LVL2-9 1/2" LSL2-9 1/2" LSL DN 3RDN 3RUP 17RDN 16R42' - 0"14' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD RM.PORCH6' - 0"36' - 0"6' - 0"8' - 0"114/0 x 6/8R.O. 4' -2" x 6' -11"0' - 10"5' - 2"0' - 10"9' - 6"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 OTHERWISEINSULATE GARAGE WALLS & CEILING 20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING103/0 x 6/8 W/ 12" D.S. SL'S4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"3' - 7"4' - 3"1416' x 8' INSULATED O.H.GARAGE DOOR56' - 0"5' - 6"6' - 0"5' - 6"33' - 0"93/0 x 6/8 OPG.GARAGE2' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 65"4' - 0"4' - 6"KNEE WALL W/ PAINTED SPINDLES@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 8 1/2"10' - 6 1/2"2' - 9"6' - 0"DOUBLE FRAMEDWALL FOR REFG. RECESS 39" x 73" 7' - 6"20' - 6"5' - 0"13' - 8"15' - 0"12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"6' - 8"7' - 8"5' - 0"5' - 10"0' - 10"GIRDER TRUSSGIRDER TRUSSFLOORGIRDERSEE COLUMN DETAILSHEET A-501MFG. ROOF TRUSSES@ 24" O.C.2-2x10XXXX FLUSH2-11 7/8"LSL FLUSH2-2x102-9 1/2" LSL DROPPED 2-2x10 DROPPED2-2x103-2x6STAGGEREDUPPERS11' - 6"7' - 10"PORTAL FRAMEW/ HOLD-DOWNSOVEN /MICRO9' - 6"4' - 0 3/4"3' - 6"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"EQEQCS-WSP6' - 0" B.W.P.MECHANICAL CHASE 2-2x10 CONT.3-2x103-2x102-2x1024" CANT. ABOVEATTICACCESSCS-WSP3' - 3" B.W.P.CS-WSP1' - 10 1/2" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP5' - 0" B.W.P.CS-WSP2' - 9" B.W.P.CS-WSP2' - 9" B.W.P.CS-WSP5' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP5' - 0"CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.WALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TRIMMERS EA. SIDE3-2x62' - 0"4-2x636" GAS COOKTOP W/WOOD HOODABOVE2-2x10 FLUSHFLOOR GIRDER16' - 0"FLEX ROOM12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSETPOWDERSMOKEDET.6' - 0"2-11 7/8" LSLFLUSHU210-25' - 0"5' - 10"HHUS482-2x10 DROPPED5x7 PSL DWXXXXX FLUSH128' x 8' INSULATED O.H.GARAGE DOOR4' - 4"16' - 0"4' - 4"1' - 9"8' - 0"1' - 9"24' - 8"11' - 6"7' - 4"11' - 6"RECYCLE6' - 6"5' - 7"4' - 11"6' - 6"3' - 8"1' - 11"4' - 11"5x5 PSL24' - 6"3' - 6"R & SH.R & SH.CS-WSP2' - 3" B.W.P.CS-WSP2' - 6" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP4' - 0" B.W.P.5x5 PSL4-2x66' - 0"6' - 9"3' - 11"4' - 5 1/2"1' - 6"5' - 4 1/2"20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2' - 0"26' - 6"28' - 6"27' - 6"XXXX2-2x10PORTAL FRAMEW/ HOLD-DOWNSMFG. ROOF TRUSSES@ 24" O.C.0' - 10"18P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"18P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"18P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"83618 PICR.O. 3' -0" x 1' -6"H.H. 8' -0"177260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"114848 PIC TEMPR.O. 4' -0" x 4' -0"H.H. 11' -10"5' - 0"50' - 0"55' - 0"36' - 2"18' - 10"72/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"62/8 x 6/8R.O. 2' -10" x 6' -11"5'-6" VANITY10' - 5"56' - 0"CS-WSP4' - 0" B.W.P.32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"60" F.G. SHWRSLIDING BYPASS SHOWER DOORS 1' - 2"20" FLOOR TRUSSESPER MFG. SPACING12/4 x 6/8R.O. 2' -6" x 6' -11"2x6BUILT-INBUILT-INSET F.P. 18" A.F.F.36" GAS FIREPLACE 177260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"28' - 0"55' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"EN SUITER & SH.CLOSET2'-6" VANITY42424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 6' -10"16" SH.16" SH.PANTRYWATER SPIGOTHOT & COLD WATER HOOK-UPS CS-WSP4' - 0" B.W.P.2' - 0"END PANELOFFSET BEARING BELOWBRACED WALL DESIGN WILL BE UPDATED WHEN PLANS ARE FINISHED 19' - 4"11' - 4"16' - 8"CLOSET72472 SHR.O. 2' -0" x 6' -0"H.H. 8' -0"72472 SHR.O. 2' -0" x 6' -0"H.H. 8' -0"3' - 0"3' - 0"TYP. 0' - 4 1/2"166072 PICR.O. 5' -0" x 6' -0"H.H. 8' -0"3' - 0"3' - 0"82/8 x 6/8 FULL VIEWSINK1/4" = 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/14/2021 2:51:21 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-403OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNORHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-11 7/8" LSL Flush2-2x103-14" LVL Flush3-14" LVL with aCCQ66SDS2.5 ColumnCap the between flushbeam and door header3-20" LVL Flush5x5 PSL Trimmer4-2x64 Trimmers2-9 1/2" LSL5x5 PSLMono Girder3-24" LVL2-2x12 DN 17RBEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLOWNER'S SUITE7' VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"25' - 0"42' - 0"42' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"LINEN6'-6" VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET #2OWNER'SCLOSETTILESHOWER42" WALL W/GLASS PANEL5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"8' - 9"8' - 9"20' - 0"16' - 0"5' - 6 3/8"6' - 10 1/2"4' - 7 1/8"7' - 6"17' - 6"46' - 0"17' - 6 7/8"28' - 5 1/8"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"10' - 8"5' - 2"1' - 6 1/4"4' - 0"4' - 1 3/4"6' - 1 3/4"1' - 3"9' - 1 1/4"14' - 8"3' - 7"6' - 7 1/4"4' - 0 1/4"7' - 9 1/2"5' - 4"14' - 5"1' - 8"1' - 10"8' - 1"0' - 10"4' - 6"2' - 7"12' - 1"5' - 4"1' - 6"3' - 7 1/4"4' - 9"4' - 4 1/2"5' - 9 1/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@24" O.C.ATTICACCESS2-2x102-9 1/2" LSL2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"22/4 x 6/8 OPG.52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"4' VANITY48" F.G. SHWR42/6 x 6/8R.O. 2' -8" x 6' -11"BATH2-2x102-2x102-2x102-2x102-2x1062/8 x 6/8R.O. 2' -10" x 6' -11"SMOKEDET.CS-WSP4' - 0" B.W.P.CS-WSP2' - 3" B.W.P.CS-WSP2' - 3" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP6' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP3' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.3-2x10R & SH.R & SH. @ 65"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 4"2' - 3"CURB3' LINEN52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"3' - 5"1' - 2"5' - 11"SMOKEDET.2' - 8"R & SH.ACCENT WALLACCENT WALL46' - 0"46' - 0"3' - 3"0' - 4"3' x 5' TUB W/ 4" TILEDECKCONTROLHEADCS-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 NOTESCLOSETDOUBLE FRAME PLUMBING WALL5' F.G.TUB/SHWR124-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"156048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"52424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"136042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"32424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"230-30-3042 SL ER.O. 7' -6" x 3' -6"H.H. 6' -10"94824 AWN FIXED TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"62/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRY12/4 x 6/8R.O. 2' -6" x 6' -11"2x642/6 x 6/8R.O. 2' -8" x 6' -11"2x63' LINEN3' - 0 1/2"WASHERDRYERSINKTHE 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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/14/2021 2:51:23 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-404OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNOR1/4" = 1'-0"A-4041UPPER FLOOR PLANHeader Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE 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 INSULATIONALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS6 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 EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSFASTEN 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 PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 8:128" / 12"8" / 12"8" / 12"6" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8 ROOF VENTS REQUIREDSTANDARD ENERGY HEELS @ 6:12 W/ 7:12 & 8:12 TO MATCH FASCIA LINE3 ROOF VENTS REQUIRED1 ROOF VENT REQUIRED7" / 12"1' - 6"2x4 @ BOTTOM1x3 TYP.2x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFITFRONTSIDETOP VIEW1' - 6"1' - 6"FRAMING4x4 POST1' - 6"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 CHECK ALL 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.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED 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 INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:9/14/2021 2:51:25 PMTHE THAI RESIDENCEL7, B2 -GLACIER CREEK 2ND ADD'N7081 183rd STREET WESTLAKEVILLE, MN 55044A-501OTT2358.2.21 CB1759157712358.23.21 CB9.14.21 CB7.8.21 CB8'- 1 /18"9'- 1 /18"8'-4" POUR4571THE CONNORWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 30-30-3042 SL E 7' - 6" 3' - 6" 6' - 10"3 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 2 2448 SH 2' - 0" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 2 2472 SH 2' - 0" 6' - 0" 8' - 0"8 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"9 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"11 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 10"13 WINDSOR NEXT DIMENSION 1 6042 SL 5' - 0" 3' - 6" 6' - 10"14 WINDSOR NEXT DIMENSION 1 6048 PIC 5' - 0" 4' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"16 WINDSOR NEXT DIMENSION 1 6072 PIC 5' - 0" 6' - 0" 8' - 0"17 WINDSOR NEXT DIMENSION 2 7260 SL 6' - 0" 5' - 0" 6' - 10"18 WINDSOR NEXT DIMENSION 3 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH WIDTH COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 142 2/4 x 6/8 OPG.13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 24 2/6 x 6/8 2' - 8" 6' - 11" 65 2/6 x 6/8 PKT 5' - 2" 6' - 11" 26 2/8 x 6/8 2' - 10" 6' - 11" 47 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 18 2/8 x 6/8 FULL VIEW19 3/0 x 6/8 OPG.110 3/0 x 6/8 W/ 12" D.S. SL'S111 4/0 x 6/8 4' - 2" 6' - 11" 112 8' x 8' INSULATED O.H. GARAGE DOOR113 9/0 x 6/8 SLIDER 9' - 0" 6' - 8" 114 16' x 8' INSULATED O.H. GARAGE DOOR1ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" .LOWER FLOOR BEDROOM #5 CARPET 233 SF 8' - 2"LOWER FLOOR BATH VINYL 41 SF 8' - 2"LOWER FLOOR STAIRWAY CARPET 76 SF 8' - 2"LOWER FLOOR RECREATION ROOM CARPET 678 SF 8' - 2"LOWER FLOOR STORAGE CARPET 87 SF 8' - 2" FINISHEDLOWER FLOOR CLOSET CARPET 49 SF 8' - 2"MAIN FLOOR KITCHEN WOOD 251 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 184 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 254 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 129 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 55 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 910 SF 10' - 9 3/8"MAIN FLOOR EN SUITE VINYL 60 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 160 SF 9' - 1 1/8"MAIN FLOOR CLOSET VINYL 19 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 30 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 86 SF 9' - 1 1/8"MAIN FLOOR CLOSET CARPET 21 SF 9' - 1 1/8"MAIN FLOOR CLOSET CARPET 23 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 32 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 197 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 98 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 255 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 125 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 157 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE VINYL 176 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 50 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 42 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 134 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 56 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 15 SF 8' - 1 1/8"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING1/2" = 1'-0"A-5014TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5015TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5016TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5017TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5018METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5019BEARING WALL SECTION1/8" = 1'-0"A-50110ROOF PLAN1/2" = 1'-0"A-5011TYP. COLUMN Upper Level Member Name Results Current Solution Comments Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Suite Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Bathroom Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #4 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3/4 Bath Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 WIC Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Main Level Member Name Results Current Solution Comments Flush Great Bump-out (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Dining (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Flex (V)Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Great Window Rear Middle Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Dining Window Rear (PF)Passed 2 piece(s) 2 x 12 SPF No.1/No.2 En Suite Door Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flex Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Foyer (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Mudroom Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Drop Foyer/Front Porch (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Garage 8' OHD Passed 2 piece(s) 2 x 12 SPF No.1/No.2 Garage 16' OHD Passed 3 piece(s) 1 3/4" x 24" 2.0E Microllam® LVL Front Door Hdr (PF)Passed 2 piece(s) 2 x 12 SPF No.1/No.2 Office Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Stair Landing Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Great Window Side Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Drop Front Porch (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Drop Front Porch (V)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Flush Rec (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Bedroom #5 Left (V)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Bedroom #5 Right (V)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Rec Bump-out Window Middle Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Rec Patio Door Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #5 Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Linen Closet Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 7081 183rd Street W, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 1 / 37 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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 •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location 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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 2 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8' 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 plan dated 9/14/21. 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, Owner's Suite Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 3 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2870 @ 1 1/2"5738 (3.00")Passed (50%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1568 @ 1' 1/4"4308 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2880 @ 2' 3"5919 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1059 1811 2870 None 2 - Trimmer - SPF 3.00"3.00"1.50"1059 1811 2870 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 4' 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 plan dated 9/14/21. 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, Owner's Bathroom Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 4 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8' 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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 5 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 2' 3"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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3/4 Bath Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 6 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 2' 3"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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 WIC 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 7 / 37 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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 •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location 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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 8 / 37 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. 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 •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)6' 8" o/c Dead Snow Vertical Loads Location 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 plan dated 9/14/21. 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, Stairs Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 9 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5326 @ 9' 10 1/2"7613 (3.00")Passed (70%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4263 @ 8' 9 1/8"8590 Passed (50%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)12329 @ 5' 11 11/16"15953 Passed (77%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.168 @ 5' 2 3/16"0.244 Passed (L/698)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.315 @ 5' 1 7/8"0.488 Passed (L/371)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.53"1770 2109 315 4194 None 2 - Trimmer - SPF 3.00"3.00"2.10"2445 2881 552 5878 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 7" o/c Bottom Edge (Lu)10' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 10'N/A 13.0 ---- 1 - Uniform (PSF)0 to 6' 9" (Front)8'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)6' 9" to 10' (Front)11'15.0 40.0 -Floor - Upper 3 - Point (lb)6' 9" (Front)N/A 600 1400 -Floor Girder 4 - Uniform (PLF)0 to 10' (Front)N/A 80.0 --Wall - Upper 5 - Uniform (PLF)4' 6" to 10' (Front)N/A 160.0 -105.0 Snow - Gable End 6 - Point (lb)4' 6" (Front)N/A 459 -289 Linked from: Bedroom # 2 Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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, Flush Great Bump-out (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 10 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5936 @ 4"20934 (5.50")Passed (28%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking 2 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 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 plan dated 9/14/21. 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, Flush Dining (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 11 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)28948 @ 11' 4"43313 (11.00")Passed (67%)--1.0 D + 1.0 S (All Spans) Shear (lbs)13356 @ 13' 5 1/2"22943 Passed (58%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-43771 @ 11' 4"81355 Passed (54%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.166 @ 20' 2 1/8"0.409 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.274 @ 20' 2 7/8"0.818 Passed (L/716)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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 - Trimmer - SPF 5.50"5.50"1.73"2347 211/-73 4235 6793/- 73 None 2 - Column Cap - steel 11.00"11.00"7.35"11965 706 16982 29653 None 3 - Beam - LSL 5.25"5.25"3.04"4603 291/-15 6725 11619/- 15 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 4" o/c Bottom Edge (Lu)9' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 28'N/A 30.6 ---- 1 - Uniform (PSF)0 to 28' (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 28' (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 28' (Front)4'20.0 -35.0 Snow - Lower 4 - Uniform (PSF)0 to 8' 5" (Front)23'20.0 -35.0 Snow - Main 5 - Uniform (PSF)12' 5" to 28' (Front)23'20.0 -35.0 Snow - Main 6 - Point (lb)8' 5" (Front)N/A 1059 -1811 Linked from: Owner's Bathroom Window, Support 1 7 - Point (lb)12' 5" (Front)N/A 1059 -1811 Linked from: Owner's Bathroom 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 plan dated 9/14/21. 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, Flush Flex (V) 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 12 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)473 @ 1 1/2"3825 (3.00")Passed (12%)--1.0 D + 1.0 S (All Spans) Shear (lbs)297 @ 1' 1/4"2872 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)593 @ 2' 9"3946 Passed (15%)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)0.011 @ 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"184 289 473 None 2 - Trimmer - SPF 3.00"3.00"1.50"184 289 473 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location 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 - Lower 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 plan dated 9/14/21. 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 Window Rear Middle 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 13 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1153 @ 0 1913 (1.50")Passed (60%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)939 @ 2' 8 1/4"3493 Passed (27%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)1309 @ 1' 9"5306 Passed (25%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.002 @ 9' 8 7/16"0.127 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.005 @ 1' 9 1/4"0.191 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"740 206/-24 343 1289/- 24 None 2 - Trimmer - SPF 4.50"4.50"1.50"1018 553 326 1897 None 3 - Trimmer - SPF 4.50"4.50"1.50"1018 553 326 1897 None 4 - Trimmer - SPF 1.50"1.50"1.50"740 206/-24 343 1289/- 24 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 6" o/c Bottom Edge (Lu)11' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 8.6 ---- 1 - Uniform (PSF)0 to 11' 6"3'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper 3 - Uniform (PLF)0 to 1' 9"N/A 160.0 -105.0 Snow - Gable End 4 - Uniform (PLF)9' 9" to 11' 6"N/A 160.0 -105.0 Snow - Gable End 5 - Point (lb)1' 9"N/A 710 -446 Linked from: Owner's Suite Window, Support 1 6 - Point (lb)9' 9"N/A 710 -446 Linked from: Owner's Suite 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 plan dated 9/14/21. 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 Window Rear (PF) 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 14 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)15795 @ 3 3/4"20672 (5.25")Passed (76%)--1.0 D + 1.0 S (All Spans) Shear (lbs)15310 @ 1' 7 1/4"16060 Passed (95%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)20028 @ 1' 7 1/4"41846 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.024 @ 1' 7 1/4"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.040 @ 1' 7 1/4"0.138 Passed (L/816)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.25"5.25"4.01"6763 1350 9033 17146 None 2 - Trimmer - PSL 5.25"5.25"3.52"5797 559 8073 14429 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 4 1/2"N/A 21.5 ---- 1 - Uniform (PSF)0 to 1' 7 1/4"18' 9"15.0 40.0 -Floor - Upper 2 - Uniform (PSF)1' 7 1/4" to 3' 4 1/2"2'20.0 -35.0 Snow - Lower 3 - Point (lb)1' 7 1/4"N/A 11965 706 16982 Linked from: Flush Flex (V), 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 plan dated 9/14/21. 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, En Suite Door 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 15 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)12292 @ 4 1/2"15225 (6.00")Passed (81%)--1.0 D + 1.0 S (All Spans) [1] Shear (lbs)608 @ 1' 3 1/2"7902 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) [1] Moment (Ft-lbs)1345 @ 3' 6"11985 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) [1] Live Load Defl. (in)0.012 @ 3' 6"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1] Total Load Defl. (in)0.030 @ 3' 6"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 6.00"6.00"4.84"5199 291/-15 7093 12583/- 15 None 2 - Trimmer - SPF 3.00"3.00"1.50"554 -341 895 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 9" o/c Bottom Edge (Lu)6' 9" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 9"N/A 10.4 ---- 1 - Uniform (PLF)0 to 6' 9"N/A 160.0 -105.0 Snow - Gable End 2 - Point (lb)0 N/A 4603 291/-15 6725 Linked from: Flush Flex (V), 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 plan dated 9/14/21. 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, Flex Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 16 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4120 @ 5 1/2"4725 (1.50")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3182 @ 1' 5 3/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8954 @ 4' 9 11/16"15953 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.137 @ 4' 9 5/16"0.216 Passed (L/756)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.191 @ 4' 9 5/16"0.431 Passed (L/542)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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 5.50"Hanger¹1.50"1281 3268 4549 See note ¹ 2 - Beam - SPF 5.50"5.50"3.18"1334 3396 4730 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' o/c Bottom Edge (Lu)9' o/c 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 •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)5 1/2" to 9' 5"N/A 13.0 -- 1 - Uniform (PSF)7' 3" to 9' 5" (Front)20'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 7' 3" (Front)17'15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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, Flush Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 17 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2897 @ 4"8181 (5.50")Passed (35%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2578 @ 1' 5 3/8"8590 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5007 @ 2' 3"15953 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.024 @ 2' 3"0.101 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.034 @ 2' 3"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 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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"1.95"859 2038 82 2979 Blocking 2 - Stud wall - SPF 5.50"5.50"1.81"799 1886 82 2767 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 8" o/c Bottom Edge (Lu)4' 8" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)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)3' 6"15.0 40.0 -stairs 2 - Uniform (PSF)0 to 4' 8 1/4" (Front)1'15.0 -35.0 floor 3 - Point (lb)2' 3" (Front)N/A 1281 3268 - Linked from: Flush Beam Foyer, 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 plan dated 9/14/21. 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, Flush Foyer (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 18 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1730 @ 1 1/2"3825 (3.00")Passed (45%)--1.0 D + 1.0 L (All Spans) Shear (lbs)671 @ 1' 1/4"2498 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1234 @ 1' 8"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.008 @ 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1.50"480 1250 1730 None 2 - Trimmer - SPF 3.00"3.00"1.50"480 1250 1730 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)3' 4" o/c Dead Floor Live Vertical Loads Location 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"18' 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 plan dated 9/14/21. 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 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 19 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2338 @ 7' 11"8181 (5.50")Passed (29%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1642 @ 7'7902 Passed (21%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4018 @ 3' 10"11985 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.050 @ 4' 1 7/16"0.190 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.126 @ 4' 1 7/16"0.379 Passed (L/720)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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"1.57"1409 495 734 2638 Blocking 2 - Stud wall - SPF 5.50"5.50"1.57"1414 495 736 2645 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 3" o/c Bottom Edge (Lu)8' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 3"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' 3" (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 8' 3" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 8' 3" (Front)2'20.0 -35.0 Snow - Porch 4 - Uniform (PLF)0 to 3' 6" (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 3' 6" (Front)3'20.0 -35.0 Snow - Main 6 - Uniform (PLF)5' 6" to 8' 3" (Front)N/A 100.0 --Wall - Gable 7 - Uniform (PSF)5' 6" to 8' 3" (Front)3'20.0 -35.0 Snow - Main 8 - Point (lb)3' 6" (Front)N/A 188 -118 Linked from: Bedroom 3 & 4 Bath Window, Support 1 9 - Point (lb)5' 6" (Front)N/A 188 -118 Linked from: Bedroom 3 & 4 Bath Window, Support 2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Foyer/Front Porch (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 20 / 37 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 plan dated 9/14/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 21 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1678 @ 1 1/2"3825 (3.00")Passed (44%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1223 @ 1' 2 1/4"3493 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3464 @ 4' 4 1/2"5306 Passed (65%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.041 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.090 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"912 766 1678 None 2 - Trimmer - SPF 3.00"3.00"1.50"912 766 1678 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 -- 1 - Uniform (PSF)0 to 8' 9"2'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 8' 9"N/A 160.0 105.0 Snow - Gable End 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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 8' OHD 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 22 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14726 @ 16' 10 1/2"20672 (5.25")Passed (71%)--1.0 D + 1.0 S (All Spans) Shear (lbs)12918 @ 2' 6"27531 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)93782 @ 8'114283 Passed (82%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.202 @ 8'0.550 Passed (L/981)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.407 @ 8'0.825 Passed (L/487)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 6.00"6.00"3.63"6916 1780 6919 15615 None 2 - Trimmer - PSL 5.25"5.25"3.74"7002 1530 7724 16256 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 4" o/c Bottom Edge (Lu)17' 2" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 17' 2 1/4"N/A 36.8 ---- 1 - Uniform (PSF)0 to 8'6'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)8' to 17' 2 1/4"15' 3"20.0 -35.0 Snow - Garage 3 - Point (lb)8'N/A 9524 3310 8059 Linked from: GT2 - Garage (V), 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 plan dated 9/14/21. 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 3 piece(s) 1 3/4" x 24" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 23 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1510 @ 1 1/2"3825 (3.00")Passed (39%)--1.0 D + 1.0 L (All Spans) Shear (lbs)929 @ 1' 2 1/4"3038 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2143 @ 3' 1"4614 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.019 @ 3' 1"0.197 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.027 @ 3' 1"0.296 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1.50"431 1079 1510 None 2 - Trimmer - SPF 3.00"3.00"1.50"431 1079 1510 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 2" o/c Bottom Edge (Lu)6' 2" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 2"N/A 8.6 -- 1 - Uniform (PSF)0 to 6' 2"8' 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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Door Hdr (PF) 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 24 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2466 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1361 @ 1' 1/4"2498 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2647 @ 3' 3"3431 Passed (77%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.037 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.076 @ 3' 3"0.313 Passed (L/993)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1.93"1349 780 709 2838 None 2 - Trimmer - SPF 3.00"3.00"1.93"1349 780 709 2838 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location 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"6'15.0 40.0 -floor 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --wall 3 - Uniform (PLF)0 to 9"N/A 100.0 --gable 4 - Uniform (PSF)0 to 9"3'20.0 -35.0 roof 5 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 roof 6 - Uniform (PLF)5' 9" to 6' 6"N/A 100.0 --gable 7 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch 8 - Point (lb)9"N/A 459 -289 Linked from: Wdw Hdr Bed #3, Support 1 9 - Point (lb)5' 9"N/A 459 -289 Linked from: Wdw Hdr Bed #3, 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 plan dated 9/14/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 25 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)40 @ 0 1913 (1.50")Passed (2%)--1.0 D (All Spans) Shear (lbs)23 @ 10 3/4"2248 Passed (1%)0.90 1.0 D (All Spans) Moment (Ft-lbs)43 @ 2' 1 1/2"3088 Passed (1%)0.90 1.0 D (All Spans) Live Load Defl. (in)0.000 @ 0 0.142 Passed (2L/999+)--1.0 D (All Spans) Total Load Defl. (in)0.001 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"40 40 None 2 - Trimmer - SPF 1.50"1.50"1.50"40 40 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Dead Vertical Loads Location Tributary Width (0.90)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PLF)0 to 4' 3"N/A 12.0 Wall - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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, Stair Landing Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 26 / 37 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 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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 •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Floor Live Snow Vertical Loads Location 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 (PLF)0 to 3' 3"N/A 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 plan dated 9/14/21. 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 Window Side 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 27 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)865 @ 3"1913 (1.50")Passed (45%)--1.0 D + 1.0 S (All Spans) Shear (lbs)711 @ 1' 1/4"2872 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1873 @ 4' 7"3946 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.056 @ 4' 7"0.433 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.091 @ 4' 7"0.578 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •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. • 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 Snow Total Accessories 1 - Hanger on 9 1/4" SPF beam 3.00"Hanger¹1.50"351 561 912 See note ¹ 2 - Stud wall - SPF 5.50"5.50"1.50"359 572 931 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' o/c Bottom Edge (Lu)9' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS28-2 2.00"N/A 6-10dx1.5 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)3" to 9' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 9' 3" (Front)3' 6"20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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, Drop Front Porch (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 28 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2739 @ 1' 2 3/4"7013 (5.50")Passed (39%)--1.0 D + 1.0 S (All Spans) Shear (lbs)830 @ 2' 2 3/4"2872 Passed (29%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1538 @ 4' 1/2"3946 Passed (39%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.019 @ 3' 11 11/16"0.272 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.029 @ 3' 11 13/16"0.363 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.15"1034 1705 2739 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"487 835 1322 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' o/c Bottom Edge (Lu)7' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7'N/A 7.0 -- 1 - Uniform (PSF)0 to 7' (Front)8'20.0 35.0 Snow - Porch 2 - Point (lb)1' (Front)N/A 351 561 Linked from: Drop Front Porch (H), 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 plan dated 9/14/21. 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, Drop Front Porch (V) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 29 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11872 @ 4"20934 (5.50")Passed (57%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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 - Column - SPF 5.50"5.50"3.12"3472 8400 11872 Blocking 2 - Column - SPF 5.50"5.50"3.12"3472 8400 11872 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 Floor - Main 2 - Point (lb)0 (Front)N/A 1736 4200 Linked from: Flush Dining (H), Support 1 3 - Point (lb)15' (Front)N/A 1736 4200 Linked from: Flush Dining (H), 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 plan dated 9/14/21. 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, Flush Rec (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 30 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)15107 @ 3 3/4"24806 (5.25")Passed (61%)--1.0 D + 1.0 S (All Spans) Shear (lbs)15036 @ 1' 5 1/8"14817 Passed (101%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)19138 @ 1' 7"27519 Passed (70%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.428 @ 8' 2 5/16"0.440 Passed (L/494)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.794 @ 8' 2 1/4"0.880 Passed (L/266)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - PSL 5.25"5.25"3.20"6726 1982 8381 17089 None 2 - Trimmer - SPF 5.50"5.50"1.50"940 828 652 2420 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 8" o/c Bottom Edge (Lu)18' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 3"N/A 19.5 ---- 1 - Uniform (PSF)0 to 18' 3" (Front)2'15.0 40.0 -Floor - Main 2 - Point (lb)1' 7" (Front)N/A 6763 1350 9033 Linked from: En Suite Door, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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, Flush Bedroom #5 Left (V) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 31 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)13320 @ 3 3/4"24806 (5.25")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)13249 @ 1' 5 1/8"14817 Passed (89%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)16867 @ 1' 7"27519 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.375 @ 8' 2 15/16"0.440 Passed (L/563)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.703 @ 8' 2 13/16"0.880 Passed (L/301)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - PSL 5.25"5.25"2.82"5829 1248 7490 14567 None 2 - Trimmer - SPF 5.50"5.50"1.50"870 771 583 2224 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 10" o/c Bottom Edge (Lu)18' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 3"N/A 19.5 ---- 1 - Uniform (PSF)0 to 18' 3" (Front)2'15.0 40.0 -Floor - Main 2 - Point (lb)1' 7" (Front)N/A 5797 559 8073 Linked from: En Suite Door, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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, Flush Bedroom #5 Right (V) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 32 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4784 @ 5' 4 1/2"7613 (3.00")Passed (63%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1615 @ 1' 1/2"6872 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3257 @ 2' 9"10422 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.056 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. 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"1024 1760 289 3073 None 2 - Trimmer - SPF 3.00"3.00"1.89"1624 3160 289 5073 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location 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"9'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Point (lb)5' 6"N/A 600 1400 -Floor Girder 4 - Uniform (PSF)0 to 5' 6"7'10.0 40.0 -Floor - Deck 5 - Point (lb)0 N/A 184 -289 Linked from: Great Window Rear Middle, Support 1 6 - Point (lb)5' 6"N/A 184 -289 Linked from: Great Window Rear Middle, 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 plan dated 9/14/21. 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, Rec Bump-out Window Middle 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 33 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4514 @ 1 1/2"11419 (3.00")Passed (40%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3868 @ 1' 1/2"9476 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)10750 @ 4' 9"17662 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.133 @ 4' 9"0.308 Passed (L/835)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.252 @ 4' 9"0.463 Passed (L/441)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. 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"2061 2453 326 4840 None 2 - Trimmer - SPF 3.00"3.00"1.50"2061 2453 326 4840 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 6" o/c Bottom Edge (Lu)9' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 14.5 ---- 1 - Uniform (PSF)0 to 9' 6"3'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 9' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 9' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)2' 9"N/A 1018 553 326 Linked from: Dining Window Rear, Support 2 5 - Point (lb)6' 9"N/A 1018 553 326 Linked from: Dining Window Rear, 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 plan dated 9/14/21. 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, Rec Patio Door 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 34 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)14563 @ 3 3/4"16538 (5.25")Passed (88%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)2937 @ 1' 2 3/4"6872 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)4149 @ 2' 7 3/16"10422 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.046 @ 2' 10 3/4"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) [1] Total Load Defl. (in)0.072 @ 2' 10 1/2"0.262 Passed (L/871)--1.0 D + 1.0 L (All Spans) [1] System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.25"5.25"4.62"6797 2792 7563 17152 None 2 - Trimmer - SPF 3.00"3.00"1.50"1009 1910 113 3032 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 8" o/c Bottom Edge (Lu)5' 8" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 8 1/4"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 8 1/4"9'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 8 1/4"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 5' 8 1/4"7'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 5199 291/-15 7093 Linked from: Flex Window, Support 1 5 - Point (lb)1' 4"N/A 870 771 583 Linked from: Flush Bedroom #5 Right (V), 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 plan dated 9/14/21. 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 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 35 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2954 @ 0 3806 (1.50")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1097 @ 11"6872 Passed (16%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2154 @ 1' 5 1/2"10422 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.013 @ 1' 5 1/2"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.018 @ 1' 5 1/2"0.146 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"912 2042 2954 None 2 - Trimmer - SPF 1.50"1.50"1.50"912 2042 2954 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 11" o/c Bottom Edge (Lu)2' 11" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 11"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 11"17' 6"15.0 40.0 Floor - Main 2 - Uniform (PLF)0 to 2' 11"N/A 90.0 -Wall - Main 3 - Uniform (PSF)0 to 2' 11"17' 6"15.0 40.0 Floor - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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 Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 36 / 37 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2785 @ 0 3806 (1.50")Passed (73%)--1.0 D + 1.0 L (All Spans) Shear (lbs)928 @ 11"6872 Passed (14%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1915 @ 1' 4 1/2"10422 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.011 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.015 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"860 1925 2785 None 2 - Trimmer - SPF 1.50"1.50"1.50"860 1925 2785 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 9" o/c Bottom Edge (Lu)2' 9" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 9"17' 6"15.0 40.0 Floor - Main 2 - Uniform (PLF)0 to 2' 9"N/A 90.0 -Wall - Main 3 - Uniform (PSF)0 to 2' 9"17' 6"15.0 40.0 Floor - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 9/14/21. 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, Linen Closet Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 10/13/2021 6:08:55 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 7081 183rd Street W, Lakeville, MN Topaz - Connor 7081 183rd Street W, Lakeville, MN 9/29/21; #25119.2 Page 37 / 37 11/09/21XKP