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Home My WebLink AboutLA184887 -17828 Eclipse Ave Permit PackCANNOT HOOK TO CITY SEWER/WATER 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"VINYL BOARDAND BATTENVINYL LAP SIDINGTYP. @ FRONTCULTURED STONEW/ CONCRETE CAP6" SMARTSIDE TRIM @ FRONTTYP.SEE COLUMN DETAIL SHEET A-501ALUMINUM SOFFIT& FASCIA TYP.4' - 0"8" 12"8" 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"6" / 12"7" 12"8x36 CORBEL3' - 2"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:34 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-201OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIP1/4" = 1'-0"A-2011FRONT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode10/09/2020dmathews 24" RETURNS TYP.6" 12"6" 12"6" 12"8" / 12"7" / 12"8" / 12"6" 12"24" RETURNS TYP.6" 12"6" 12"8" / 12"6" 12"8" / 12"8" / 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR6" / 12"6" / 12"6" / 12"8" 12"8" 12"8" 12"7" 12"4" SMARTSIDETRIM TYP. @ SIDES & REAR18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 6:12 & 8:12 TO MATCHSTANDARD ENERGY HEELS @ 6:12 & 7:12, 8:12 TO MATCH8" / 12"6" / 12"6" / 12"6" / 12"6" / 12"8" / 12"8" / 12"8" / 12"6" / 12"6" / 12"8" / 12"6" / 12"6" / 12"6" / 12"7" / 12"8 ROOF VENTS REQ'D1 ROOF VENTREQ'D THIS AREA1 ROOF VENT REQ'DTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:36 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-202OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIP1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022LEFT ELEVATION1/8" = 1'-0"A-2023REAR ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 11' - 10"17' - 6"30' - 6"48' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"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.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 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"6' - 8"2' - 0"20' - 6"21' - 6"5' - 0"49' - 0"15' - 0"13' - 0"10' - 0"41' - 2"7' - 10"2' - 0"5' - 10"36' - 2"5' - 0"18' - 4"20' - 6"10' - 0"15' - 8 3/4"4' - 2 3/4"4' - 2 3/4"11' - 11 3/4"4' - 7"7' - 4 1/4"5' - 10 1/2"20' - 2 1/4"19' - 8"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 POINT22' - 6"26' - 6"49' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE22' - 4"9' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY38' - 0"10' - 0"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY0' - 2"9' - 10"2' - 0"48' - 0":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.STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE5' - 0 1/2"2' - 11" M.O.12' - 6 1/2"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:36 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-401OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIP1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL/STORAGE11' - 10"2' - 0"20' - 6"10' - 0"17' - 6"30' - 6"48' - 0"41' - 2"7' - 10"18" FLOOR TRUSSESPEF MFG. SPACING1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"18" FLOOR TRUSSESPER MFG. SPACING10' - 0"38' - 0" (BRACED WALL LINE SPACING)2' - 0"5' - 10"36' - 2"5' - 0"12' - 2 1/2"4' - 0"4' - 0"15' - 11 1/2"UNEXCAVATED10' - 0"13' - 0"15' - 0"22' - 6"26' - 6"5' - 0"21' - 6"20' - 6"2' - 0"2/6 x 6/842/8 x 6/85SET ON 3X SILL20' - 0"16' - 2"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"7' - 6"7' - 0"8' - 0"5' - 2"7' - 10"5' - 0"5' - 0"3-2x63-11 7/8" LSL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #517' - 7"7' - 5"4' - 0"9' - 0"2x6SMOKEDET.CO DET.6' - 8"4' - 2"FULL HEIGHT OPEN RAILINGW/SPINDLES2-2x102-2x1019' - 8"11' - 8"6' - 8"18' - 4"31449' - 0"49' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x1022' - 4"9' - 10"AIR EX.2x10 FLUSH5' - 4 1/4"11' - 4 3/4"1' - 6"2' - 6"6' - 7"SMOKEDET.4' VANITY12' - 2"6' - 2"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.1' - 6"B.W.P.1' - 6"3-2x6 3-11 7/8" LVL FLUSH48' - 0"FAMILY ROOM21 LINEN1' - 4"5' - 5"R & SH.5/0 x 6/81248" F.G. SHWR2/4 x 6/8224" CANT.ABOVE13' - 10"2-9 1/2" LSL6/0 x 6/8SLIDER132/4 x 6/82R & SH. @ 65"3' TILE LANDINGTILECARPETWET BAR ROUGH IN4STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3' - 0"5' - 0 1/2"2' - 11" M.O.12' - 6 1/2"SINK36" REF2-9 1/2" LSL5x5 PSLTRIMMER4 TRIMMERSFLOOR GIRDERFLOOR GIRDER37' - 0" (BRACED WALL LINE SPACING)37' - 0" (BRACED WALL LINE SPACING)15' -0" OF WALL BRACINGREQUIRED. BRACE TO FOUNDAITONOR UNTIL MINIMUM IS MET15' -0" OF WALL BRACINGREQUIRED. BRACE TO FOUNDAITONOR UNTIL MINIMUM IS MET18" FLOOR TRUSSESPEF MFG. SPACING1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:37 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-402OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIPCS-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 NOTESBWP AboveFAN DN 3RDN 3RUP 17RDN 16R49' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICESINKDWPORCH41' - 0"8' - 0"4/0 x 6/81117' - 6"30' - 6"11' - 6"6' - 0"20' - 6"10' - 0"48' - 0" (BRACED WALL LINE SPACING)2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"1' - 0"9' - 6"1' - 0"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 OTHERWISE16' x 8' O.H.GARAGEDOOR1520" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGPOWDER2/8 x 6/8FIRE RATED73/0 x 6/8 W/12" D.S. S.L.10B.W.P.4' - 0"8' - 0"2' - 0"14' - 0"5' - 9"5' - 9"2' - 10 7/8"3' - 7 1/8"8' x 8' O.H.GARAGEDOOR1449' - 0"5' - 0"21' - 6"20' - 6"2' - 0"17' - 0"13' - 0"10' - 0"22' - 0"2/4 x 6/823/0 x 6/8OPG.9GARAGE2' - 0"18' - 0"2/4 x 6/82R & SH. @ 65"4' - 0"4' - 0"FULL HEIGHTRAILINGRECYCLE@ 6' -10" H.H.ABOVE LANDING2' - 0"6' - 0"20' - 0"16' - 0"5' - 0"REF. RECESS39" x73"9' - 0"8' - 0"6' - 6"6' - 6"2' - 11"9' - 10"9' - 3"11' - 6"6' - 6"12' - 0 1/2"4' - 0"4' - 0"15' - 11 1/2"5' - 0"6' - 2"6' - 10"GIRDER TRUSSFLOORGIRDERSEE COLUMNDETAIL SHEET A-50120" FLOOR TRUSSESPER MFG. SPACING2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED2-2x103-2x102-2x618' - 0"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAMEW/ HOLD-DOWNS3-11 7/8" LSL2' - 3"2' - 9"OVEN /MICRO9' - 0"4' - 8"2' - 0"9" HEAT DUCT2-2x1012" CANT ABOVE26125x5 PSLWALL ABOVE BEARING ONFLOOR TRUSSES2-2x10 W/2 TRIMMERS2-2x65x5 PSL 2-2x1036" GAS COOKTOP W/MICRO/ FAN HOOD ABOVE2-2x10 FLUSHMFG. ROOF TRUSSES@ 24" O.C.22' - 6"26' - 6"10' - 0"EQEQGAS F.P.40' - 0"(BRACED WALL LINE SPACING)10' - 0"50' - 0"2' - 9"10' - 6"2' - 9"4' - 0"10' - 0"6' - 0"5' - 0"1' - 0"12" FLUSH S.B.6' - 8"8' - 4"5' - 0"5' - 10"0' - 10"26' - 4"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.7' - 0"B.W.P.4' - 0"B.W.P.8' - 0"B.W.P.10' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.1' - 6"B.W.P.2' - 3"B.W.P.2' - 3"B.W.P.8' - 0"3-2x6FLOOR GIRDERSMOKEDET.0' - 10"3-2x66' - 0"6' - 8"4' - 6"2' - 0"3-11 7/8" LSL FLUSHGIRDER TRUSSMFG. ROOF TRUSSES@ 24" O.C.2-2x102-2x102-2x102-9 1/2" LSL W/ 2TRIMMERS EA. SIDE2-9 1/2" LSLSET F.P. 12" A.F.F.TILE TO MANTLE HT.B.W.P.5' - 0"3' VANITY16" SH.16" SH.2/8 x 6/86LAMINATEDESK52/4 x 6/82BENCHSTAGGEREDUPPERSCLOSET101010101010TYP.0' - 4 1/2"TYP.0' - 4 1/2"5' - 6"2' - 0"3' - 6"5' - 6"5' - 6"5' - 0"3' - 6"5' - 0"3' - 6"MUDROOMPANTRY992/4 x 6/8PKT376' - 6"14' - 0"8' - 3 1/4"3/0 x 6/8FULL VIEW882-2x102-2x102-2x62-2x102-2x10HHUS482-2x10HIP GIRDER2' - 9"2' - 3"18' - 6" (BRACED WALL LINE SPACING)22' - 6" (BRACED WALL LINE SPACING)B.W.P.5' - 0"B.W.P.2' - 8"38' - 0" (BRACED WALL LINE SPACING)B.W.P.7' - 0"41' - 0" (BRACED WALL LINE SPACING)MFG. ROOF TRUSSES@ 24" O.C.2' - 0"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:38 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-403OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIPCS-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 NOTESBWPsAboveTemper if within36" of landingVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. DN 17ROWNER'S SUITER & SH. @ 65"15' - 0"13' - 0"10' - 0"38' - 0" (BRACED WALL LINE SPACING)38' - 0" (BRACED WALL LINE SPACING)CLOSET3' - 6"11' - 6"6' - 6"6' - 6"38' - 0"5' - 0"15' - 11 1/2"4' - 0"4' - 0"12' - 0 1/2"5' - 0"5' - 0"1' - 8"26' - 4"12' - 8"14' - 11 3/4"10' - 4 1/4"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-2x6 EA. SIDEFULL HEIGHT RAILING PERCODETYP.2' - 0"53B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"2-9 1/2" LSL2/6 x 6/84FRAME WALL ON TRUSSES BELOW 6' - 6"5' - 4 3/4"14' - 0"12' - 6"11' - 6"1' - 0"1' - 0"36' - 0"5' - 0"43' - 0"8' - 0"2' - 0 1/4"9' - 7 3/4"5' - 8"6' - 7 1/2"6' - 0 1/2"2/4 x 6/822/4 x 6/8PKT32/4 x 6/822/4 x 6/8 PKT32/4 x 6/8 PKT32/0 x 6/814/0 x 6/8112/4 x 6/8PKT32/8 x 6/85WASHERDRYERSINK7' VANITYLINENBEDROOM #2BEDROOM #3CLOSETBATHCLOSET3' LINEN5' TUB/SHWR13' - 7 3/4"6' - 4 1/2"2' - 0"3' - 7 3/4"12' - 4"8' VANITY7' - 0"7' - 0"4' - 2"3' - 9"4' - 7"5' - 9"5' - 9"43' - 0"16' - 0"20' - 0"R & SH. @ 65"LINENTOWER12' - 0"1' - 10 3/4"4' - 1 1/4"6' - 8"13' - 4"13121212/4 x 6/822x6DOUBLEFRAMED WALL1118' - 4"1' - 6"5' - 2"4' - 1 1/4"4' - 7 3/4"7' - 10 1/2"3' - 5 1/4"SMOKEDET.2/6 x 6/84R & SH. @ 65"HEADBENCHCONTROL42" WALL W/GLASS PANEL ABOVEMAKE-UPWINDOW SET 2' ABOVE TUBFREESTANDING TUBHALL20"x12" NICHETOP OFNICHE TO SIT3"-4" BELOWGLASS PANEL3' - 6 1/2"2' - 4"6' - 9 1/2"CURB2/4 x 6/82OWNERS BATH2-2x102 TRIMMERS3-2x10HIP GIRDERHIP GIRDERMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSL2-2x102-2x1040' - 0" (BRACED WALL LINE SPACING)40' - 0" (BRACED WALL LINE SPACING)B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 6"B.W.P.2' - 6"B.W.P.2' - 8"LAUNDRYTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:39 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-404OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIP1/4" = 1'-0"A-4041UPPER FLOOR PLANCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESTemperTemper ifwithin 60'of floor-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFANFAN 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 TRUSS1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:40 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-501OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIPWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 6048 SL 5' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"5 WINDSOR NEXT DIMENSION 2 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0" 11' - 10"7 WINDSOR NEXT DIMENSION 1 3618 AWN FIXED 3' - 0" 1' - 6"6' - 10"8 WINDSOR NEXT DIMENSION 1 3072 SH 2' - 6" 6' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 6' - 10"10 WINDSOR NEXT DIMENSION 6 P3648/A24 T 3' - 0" 6' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 1 3636 AWN FIXED 3' - 0" 3' - 0" 6' - 10"12 WINDSOR NEXT DIMENSION 3 2424 AWN FIXED 2' - 0" 2' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0"6' - 10"14 WINDSOR NEXT DIMENSION 1 6060 SL 5' - 0" 5' - 0" 6' - 10"3/8" = 1'-0"A-5012TYP. WALL SECTION1/2" = 1'-0"A-5013GARAGE CEILING3" 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:ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR BATH VINYL 57 SF 8' - 2" .LOWER FLOOR MECHANICAL /STORAGE CONCRETE 198 SF 8' - 2"FINISH PER CODELOWER FLOOR BEDROOM #5 CARPET 162 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 500 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 79 SF 8' - 2"MAIN FLOOR KITCHEN WOOD 224 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM WOOD 148 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 236 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 103 SF 9' - 1 1/8" .MAIN FLOOR OFFICE CARPET 115 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 117 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 32 SF 9' - 1 1/8" .MAIN FLOOR PANTRY WOOD 32 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 606 SF 10' - 9 3/8" FINISH PER CODEMAIN FLOOR MUDROOM VINYL 56 SF 9' - 1 1/8"MAIN FLOOR CLOSET WOOD 23 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 254 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR CLOSET CARPET 172 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 150 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 158 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 42 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 70 SF 8' - 1 1/8"UPPER FLOOR BATH VINYL 84 SF 8' - 1 1/8"UPPER FLOOR CLOSET CARPET 37 SF 8' - 1 1/8"UPPER FLOOR OWNERS BATH TILE 179 SF 8' - 1 1/8"UPPER FLOOR HALL CARPET 118 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES COUNT COMMENTS1 2/0 x 6/8 12 2/4 x 6/8 93 2/4 x 6/8 PKT 54 2/6 x 6/8 35 2/8 x 6/8 26 2/8 x 6/8 17 2/8 x 6/8 FIRE RATED 18 3/0 x 6/8 FULL VIEW 19 3/0 x 6/8 OPG. 110 3/0 x 6/8 W/ 12" D.S. S.L. 111 4/0 x 6/8 212 5/0 x 6/8 113 6/0 x 6/8 SLIDER 114 8' x 8' O.H. GARAGE DOOR 115 16' x 8' O.H. GARAGE DOOR 11/2" = 1'-0"A-5011TYP. COLUMN 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE )18" TOP CHORDBEARING FLOOR TRUSSES,SPACING PER MFG.3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERFASTEN 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 FOOTINGSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL 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 FOUNDATIONTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:LOWER:9/24/2020 9:01:41 AMTHE RHEINECK RESIDENCEL14, B7 - PHEASANT RUN 5TH ADD'N17828 ECLIPSE AVENUELAKEVILLE, MN 55044A-502OTT1539.1.20 TP147411807959.1.20 TP9.23.20 TP8.12.20 TP8'- 1 1/8"9'- 1 1/8"8'-4" POUR8'-2"3449THE HENRIK HIP1/2" = 1'-0"A-5021TYP. WALKOUT SECTION1/2" = 1'-0"A-5022TYP. LOOKOUT SECTION1/2" = 1'-0"A-5023TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5024METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027TYP. HOUSE/STOOP WALL Upper Level Member Name Results Current Solution Comments Owner's Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Owner's Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 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 Dining (H)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Hallway (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Hallway (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Dining Window Rear Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Window Rear Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Office Window Front Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Front Entry (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Front Porch (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 8' Garage Door Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Flush Family (H)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bedroom #5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Window Middle Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Window Side Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Mechanical Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17828 Eclipse Ave, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 1 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5537 @ 1 1/2"7613 (3.00")Passed (73%)--1.0 D + 1.0 S (All Spans) Shear (lbs)4180 @ 1' 1/2"7902 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)11085 @ 4' 3"11985 Passed (92%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.252 @ 4' 3"0.275 Passed (L/392)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.400 @ 4' 3"0.412 Passed (L/248)--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"2.18"2042 3496 5538 None 2 - Trimmer - SPF 3.00"3.00"2.18"2042 3496 5538 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 10" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 6"23' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 2 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1276 @ 3' 4 1/2"1913 (1.50")Passed (67%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2344 @ 1' 1/4"2872 Passed (82%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2347 @ 1' 1 1/2"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 1' 8 5/16"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.013 @ 1' 8 5/16"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 Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.95"1002 1490 2492 None 2 - Trimmer - SPF 1.50"1.50"1.50"513 763 1276 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 Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 4 1/2"N/A 7.0 -- 1 - Tapered (PLF)1' 1 1/2" to 3' 4 1/2"N/A 95.5 to 65.6 157.5 to 108.3 Generated from Loading Assistant 2 - Uniform (PLF)0 to 1 1/2"N/A 424.3 700.0 Generated from Loading Assistant 3 - Point (lb)1' 1 1/2"N/A 1257 1867 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 3 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)738 @ 1 1/2"3825 (3.00")Passed (19%)--1.0 D + 1.0 S (All Spans) Shear (lbs)506 @ 1' 1/4"2872 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1109 @ 3' 3"3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.017 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.028 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"283 455 738 None 2 - Trimmer - SPF 3.00"3.00"1.50"283 455 738 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 Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 6"4'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stairs Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 4 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4358 @ 5' 4 1/2"5738 (3.00")Passed (76%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3070 @ 4' 5 3/4"4308 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4172 @ 2' 10 1/16"5919 Passed (70%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 2' 9 1/2"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.051 @ 2' 9 1/2"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"1.68"1242 1977 3219 None 2 - Trimmer - SPF 3.00"3.00"2.28"1732 2627 4359 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 (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 -- 1 - Tapered (PLF)4' 9" to 5' 6"N/A 95.5 to 85.5 157.5 to 141.1 Generated from Loading Assistant 2 - Uniform (PLF)0 to 3' 9"N/A 424.3 700.0 Generated from Loading Assistant 3 - Point (lb)4' 9"N/A 1257 1867 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 5 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5845 @ 1 1/2"7613 (3.00")Passed (77%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5597 @ 1' 1/2"7902 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)10737 @ 4' 1 9/16"11985 Passed (90%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.240 @ 4' 2 5/8"0.275 Passed (L/413)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.391 @ 4' 2 5/8"0.412 Passed (L/253)--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"2.30"2302 3542 5844 None 2 - Trimmer - SPF 3.00"3.00"2.05"2003 3203 5206 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 7" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 -- 1 - Tapered (PLF)0 to 1' 3"N/A 78.9 to 95.5 130.2 to 157.5 Generated from Loading Assistant 2 - Uniform (PLF)2' 3" to 8' 6"N/A 445.5 735.0 Generated from Loading Assistant 3 - Point (lb)1' 3"N/A 1324 1972 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 6 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4953 @ 4"20934 (5.50")Passed (24%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3850 @ 1' 5 3/8"12884 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)14488 @ 6' 6"23930 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.272 @ 6' 6"0.308 Passed (L/544)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.384 @ 6' 6"0.617 Passed (L/386)--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 Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"1443 3510 4953 None 2 - Trimmer - SPF 5.50"5.50"1.50"1443 3510 4953 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' o/c Bottom Edge (Lu)13' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 13'N/A 19.5 -- 1 - Uniform (PSF)0 to 13' (Front)13' 6"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Dining (H) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 7 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3738 @ 7' 11 1/2"4725 (1.50")Passed (79%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2800 @ 6' 11 5/8"8590 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7368 @ 4' 3/16"15953 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.096 @ 4' 1/2"0.196 Passed (L/977)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.134 @ 4' 1/2"0.392 Passed (L/701)--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. • 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 - Trimmer - SPF 3.00"3.00"1.59"1136 2890 4026 None 2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"1131 2880 4011 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)8' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS48 3.00"N/A 22-16d 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)0 to 7' 11 1/2"N/A 13.0 -- 1 - Uniform (PSF)0 to 2' (Front)19'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)2' to 8' 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 NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Hallway (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 8 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2870 @ 4' 9"3806 (1.50")Passed (75%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2580 @ 3' 7 5/8"8590 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5415 @ 2' 8"15953 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.031 @ 2' 8"0.119 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.043 @ 2' 8"0.237 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 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 Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"687 1691 2378 None 2 - Trimmer - SPF 1.50"1.50"1.50"826 2044 2870 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 9" o/c Bottom Edge (Lu)4' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 9"N/A 13.0 -- 1 - Point (lb)2' 8" (Front)N/A 1131 2880 Linked from: Flush Hallway (H), Support 2 2 - Uniform (PSF)0 to 4' 9" (Front)1'15.0 40.0 Floor - Upper Level 3 - Uniform (PSF)0 to 4' 9" (Front)3' 6"15.0 40.0 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Hallway (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 9 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5142 @ 1 1/2"7613 (3.00")Passed (68%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3417 @ 1' 1/2"7902 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4318 @ 9'11985 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.022 @ 9'0.110 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.036 @ 9'0.166 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.03"2014 194/-21 3128 5336/- 21 None 2 - Trimmer - SPF 4.50"4.50"1.50"1145 481 1344 2970 None 3 - Trimmer - SPF 4.50"4.50"1.50"1476 481 1865 3822 None 4 - Trimmer - SPF 3.00"3.00"1.90"1894 194/-21 2926 5014/- 21 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 3" o/c Bottom Edge (Lu)10' 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 10' 3"N/A 10.4 ---- 1 - Uniform (PSF)0 to 10' 3"3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 10' 3"N/A 80.0 --Wall - Upper Level 3 - Point (lb)1'N/A 2042 -3496 Linked from: Owner's Suite Window, Support 1 4 - Point (lb)9'N/A 2042 -3496 Linked from: Owner's Suite Window, Support 2 5 - Uniform (PSF)0 to 1'23' 6"20.0 -35.0 Snow - Main 6 - Uniform (PSF)9' to 10' 3"23' 6"20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Window Rear 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 10 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3151 @ 0 3806 (1.50")Passed (83%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Shear (lbs)2810 @ 2' 4"6872 Passed (41%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)2649 @ 1' 9"10422 Passed (25%)1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in)0.017 @ 1' 9"0.110 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.029 @ 1' 9"0.166 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. 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"1289 1520/-125 963 3772/- 125 None 2 - Trimmer - SPF 4.50"4.50"3.30"3463 3787 2752 10002 None 3 - Trimmer - SPF 4.50"4.50"2.87"2951 2884 2901 8736 None 4 - Trimmer - SPF 1.50"1.50"1.50"1016 1105/-125 823 2944/- 125 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 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 10.4 ---- 1 - Uniform (PSF)0 to 10'10'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 10'8'15.0 40.0 -Floor - Upper Level 3 - Point (lb)1' 9"N/A 800 1200 -Floor Girder 4 - Uniform (PLF)0 to 10'N/A 80.0 --Wall - Upper Level 5 - Point (lb)7'N/A 1002 -1490 Linked from: Owner's Bath Window, Support 1 6 - Point (lb)10'N/A 513 -763 Linked from: Owner's Bath Window, Support 2 7 - Uniform (PSF)0 to 7'20'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Window Rear 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 11 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5471 @ 6' 4 1/2"5738 (3.00")Passed (95%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3450 @ 5' 5 3/4"4308 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4448 @ 3' 4 7/8"5919 Passed (75%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.043 @ 3' 3 5/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.082 @ 3' 3 5/16"0.313 Passed (L/917)--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"2.70"2330 780 2834 5944 None 2 - Trimmer - SPF 3.00"3.00"2.86"2502 780 2969 6251 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 (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 6' 6"6'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 6' 6"2' 6"20.0 -35.0 Snow - Porch 3 - Point (lb)9"N/A 1242 -1977 Linked from: Bedroom #2 Window, Support 1 4 - Point (lb)5' 9"N/A 1732 -2627 Linked from: Bedroom #2 Window, Support 2 5 - Uniform (PSF)0 to 9"20'20.0 -35.0 Snow - Main 6 - Uniform (PSF)5' 9" to 6' 6"4'20.0 -35.0 Snow - Main 7 - Uniform (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Window Front 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 12 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5234 @ 1 1/2"7613 (3.00")Passed (69%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3676 @ 1' 1/2"7902 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8517 @ 3' 6"11985 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.128 @ 3' 6"0.225 Passed (L/634)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.218 @ 3' 6"0.338 Passed (L/371)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam 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"2.06"2171 280 3063 5514 None 2 - Trimmer - SPF 3.00"3.00"2.06"2171 280 3063 5514 None •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 Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7'N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' (Front)2'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 7' (Front)2'20.0 -35.0 Snow - Porch 3 - Uniform (PLF)0 to 7' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 7' (Front)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 NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Entry (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 13 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2678 @ 7' 6"7013 (5.50")Passed (38%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1189 @ 8' 6"2872 Passed (41%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2314 @ 7' 6"3946 Passed (59%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.061 @ 12' 7 3/4"0.475 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.093 @ 12' 8 3/16"0.633 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"1.50"258 489 747 Blocking 2 - Stud wall - SPF 5.50"5.50"2.10"1018 1660 2678 Blocking 3 - Stud wall - SPF 5.50"5.50"1.50"471 787 1258 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)18' o/c Bottom Edge (Lu)15' 5" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18'N/A 7.0 -- 1 - Uniform (PSF)0 to 18' (Front)4' 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 NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 14 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2412 @ 1 1/2"7613 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2055 @ 1' 2 7/8"9878 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9800 @ 8' 4 1/2"18346 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.407 @ 8' 4 1/2"0.550 Passed (L/487)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.669 @ 8' 4 1/2"0.825 Passed (L/296)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"1.50"946 1466 2412 None 2 - Trimmer - SPF 3.00"3.00"1.50"946 1466 2412 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 3" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"5'20.0 35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 15 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)20003 @ 8' 7 1/2"24806 (5.25")Passed (81%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2474 @ 1' 2 7/8"14817 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6866 @ 4' 2 5/8"27519 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.057 @ 4' 4 5/16"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.095 @ 4' 4 1/4"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. 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"1120 -1596 2716 None 2 - Trimmer - PSL 5.25"5.25"4.23"9775 3262 10228 23265 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 11" o/c Bottom Edge (Lu)8' 11" 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' 11 1/4"N/A 19.5 ---- 1 - Tapered (PLF)0 to 2' 10"N/A 57.9 to 95.5 -95.5 to 157.5 Generated from Loading Assistant 2 - Uniform (PLF)3' 10" to 8' 11 1/4"N/A 259.9 -428.8 Generated from Loading Assistant 3 - Point (lb)2' 10"N/A 737 -1053 Generated from Loading Assistant 4 - Point (lb)8' 11 1/4"N/A 8440 3262 8224 Linked from: GT2, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 16 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9906 @ 4"20934 (5.50")Passed (47%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3850 @ 1' 5 3/8"12884 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)14488 @ 6' 6"23930 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.272 @ 6' 6"0.308 Passed (L/544)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.384 @ 6' 6"0.617 Passed (L/386)--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 Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.60"2886 7020 9906 None 2 - Trimmer - SPF 5.50"5.50"2.60"2886 7020 9906 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' o/c Bottom Edge (Lu)13' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 13'N/A 19.5 -- 1 - Uniform (PSF)0 to 13' (Front)13' 6"15.0 40.0 Floor - Main Level 2 - Point (lb)0 (Front)N/A 1443 3510 Linked from: Flush Dining (H), Support 1 3 - Point (lb)13' (Front)N/A 1443 3510 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 NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Family (H) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 17 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4985 @ 5' 4 1/2"7613 (3.00")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3914 @ 1' 1/2"7902 Passed (50%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6655 @ 2' 4 5/8"11985 Passed (56%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.061 @ 2' 8 1/2"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.116 @ 2' 8 1/2"0.262 Passed (L/544)--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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.91"2322 1320 2049 5691 None 2 - Trimmer - SPF 3.00"3.00"1.96"2356 1320 2186 5862 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 (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)0 to 5' 6"N/A 80.0 --Wall - Upper Level 5 - Tapered (PLF)0 to 1' 9"N/A 72.3 to 95.5 -119.2 to 157.5 Generated from Loading Assistant 6 - Uniform (PLF)2' 9" to 5' 6"N/A 445.5 -735.0 Generated from Loading Assistant 7 - Point (lb)1' 9"N/A 1324 -1972 Generated from Loading Assistant Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #5 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 18 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4638 @ 1 1/2"7613 (3.00")Passed (61%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2396 @ 5' 5 1/2"7902 Passed (30%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)6046 @ 3' 9"11985 Passed (50%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.059 @ 3' 9"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.117 @ 3' 9"0.313 Passed (L/642)--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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.83"2237 1073 2127 5437 None 2 - Trimmer - SPF 3.00"3.00"1.50"1329 669 1082 3080 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 (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)3"N/A 1145 481 1344 Linked from: Dining Window Rear, Support 2 4 - Point (lb)3' 9"N/A 1476 481 1865 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 NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Window Middle 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 19 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10450 @ 8' 6 3/4"11419 (3.00")Passed (92%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)9250 @ 7' 5 3/8"12884 Passed (72%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)21051 @ 3' 9 13/16"23930 Passed (88%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.185 @ 4' 5 3/16"0.275 Passed (L/536)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.320 @ 4' 5 3/16"0.412 Passed (L/309)--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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.25"5.25"3.12"5143 6206 2752 14101 None 2 - Trimmer - SPF 3.00"3.00"2.75"4440 5112 2901 12453 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 2" o/c Bottom Edge (Lu)8' 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 8' 8 1/4"N/A 19.5 ---- 1 - Uniform (PLF)0 to 8' 8 1/4"N/A 90.0 --Wall - Main Level 2 - Point (lb)0 N/A 800 1200 -Floor Girder 3 - Uniform (PSF)0 to 7' 6"8'15.0 40.0 -Floor - Main Level 4 - Uniform (PSF)7' 6" to 8' 8 1/4"1'15.0 40.0 -Floor - Main Level 5 - Point (lb)7' 6"N/A 500 1000 -Floor Girder 6 - Point (lb)2' 9"N/A 3463 3787 2752 Linked from: Great Window Rear, Support 2 7 - Point (lb)6' 3"N/A 2951 2884 2901 Linked from: Great 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 NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Window Side 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 20 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1813 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans) Shear (lbs)759 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1397 @ 1' 6 1/2"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 1.50"1.50"1.50"502 1310 1812 None 2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"21' 3"15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 9/1/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mechanical Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/17/2020 6:10:49 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: 17828 Eclipse Ave, Lakeville, MN Topaz - Henrik Hip 17828 Eclipse Ave, Lakeville, MN 9/15/2020; #24331 Page 21 / 21 DJM9-28-20X