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Home My WebLink AboutLA177887 - 7824 204th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"128VINYL BOARD& BATTEN TYP.VINYL SHAKES TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONTVINYL LAPSIDING TYP.3' - 6"CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONTTYP.7:127:127:12ADDRESS STONE8x8x36"CORBELS (2)GARAGE PLATE HEIGHT 10' - 9 3/8"3' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:45 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-201OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICK1/4" = 1'-0"A-2011FRONT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/06/2020dmathews 24" RETURNS TYP.7:128:128:128:121278:128:1212712724" RETURNS TYP.ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @ SIDES & REAR1287:121287:127:127:128:128:128:128:1218" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 7:12 & 8:12 TYP.8 ROOF VENTS REQUIRED7:122 ROOF VENTS REQUIRED THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:46 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-202OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICK1/8" = 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"2' - 0"0' - 2"18' - 10"31' - 2"50' - 0"1' - 4 1/2"8' - 3" M.O.1' - 0 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"10' - 0"15' - 0"17' - 0"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.20' - 0"0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB11' - 8"8' - 0"2' - 0"27' - 0"15' - 0"6' - 0"50' - 0"42' - 2"7' - 10"2' - 0"5' - 10"36' - 2"6' - 0"19' - 8"20' - 6"10' - 8"15' - 9 1/4"4' - 2 3/4"4' - 2 3/4"11' - 11 1/4"4' - 5"7' - 4"0' - 9 1/2"6' - 7"22' - 10 1/2"22' - 4"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATIONANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT29' - 0"21' - 0"50' - 0"3' - 9"6' - 1":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE9' - 10"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ANCHOR BOLTS ON EACH SIDEOF BEARING POINT:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 0"42' - 0"50' - 0"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY, BOTH SIDES.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY: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"13' - 10"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITETHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:47 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-401OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICK1/4" = 1'-0"A-4011FOUNDATION PLAN UP 16RUNEXCAVATEDFURNACESUMPW. H.F. D.BATHMECHANICAL /STORAGE11' - 10"2' - 0"20' - 6"10' - 8"0' - 2"18' - 10"31' - 2"50' - 0"42' - 2"7' - 10"1' - 4 1/2"8' - 3" M.O.1' - 0 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"3' x 4' F.G.SHWR W/SURROUND8' - 0"42' - 0"50' - 0"2' - 0"5' - 10"36' - 2"6' - 0"12' - 2"4' - 0"4' - 0"16' - 0"UNEXCAVATED10' - 0"15' - 0"17' - 0"29' - 0"21' - 0"6' - 0"15' - 0"27' - 0"2' - 0"221 LINEN7SET ON 3X SILL20' - 0"16' - 2"6' - 7"2' - 6"1' - 6"8' - 9"3' - 0"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.5' - 0"5' - 10"8' - 10"3-14" FLUSH LVL24" CANT. ABOVE0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABBEDROOM #518' - 10 3/4"10' - 1 1/4"4' - 0"9' - 0"4' VANITY2x6513R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.CO DET.FAMILY ROOM6' - 8"4' - 2"KNEE WALL W/ 14" PAINTED SPINDELSFLOOR GIRDER2-2x102-2x1022' - 4"11' - 8"8' - 0"19' - 8"850' - 0"50' - 0"ANCHOR BOLTS ON EACH SIDEOF BEARING POINTANCHOR BOLTS ON EACH SIDEOF BEARING POINT3-2x10ANCHOR BOLTS ON EACH SIDE OF BEARING POINT9' - 10"AIR EX.2x10 FLUSH22' - 4"145' - 9"4' - 3"7' - 6"7' - 6"8' - 0"9' - 0"11218" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE3-2x102-9 1/2" LSL2-11 7/8" LSL W/3 TRIMMERS B.W.P2' - 6"B.W.P4' - 0"B.W.P4' - 0"B.W.P3' - 0"B.W.P3' - 0"4-2x64-2x61/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:47 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-402OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICKCS-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 NOTESUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. DN 3RDN 3RUP 17RDN 16R42' - 0"8' - 0"42' - 0"8' - 0"36" REFKITCHENDINING ROOMGREAT ROOMFOYEROFFICEMUD ROOMSINKDWPORCH6' - 0"36' - 0"6' - 0"2' - 0"1218' - 10"31' - 2"11' - 6"7' - 4"20' - 6"10' - 8"50' - 0"2' - 3"16' - 0"2' - 3"1' - 2"8' - 0"1' - 6"1' - 2"4' - 10"1' - 2"9' - 2"1' - 2"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE16TYP.0' - 4 1/2"POWDER16" SH.PANTRY114' - 0"8' - 0"2' - 0"14' - 0"50' - 0"5' - 9"5' - 9"3' - 7"4' - 3"1550' - 0"50' - 0"6' - 0"15' - 0"27' - 0"2' - 0"17' - 0"15' - 0"10' - 0"22' - 0"3' VANITY4BENCH W/BEAD BD.& HOOKS10GARAGE2' - 0"20' - 8"2R & SH. @ 65"4' - 0"4' - 6"4KNEE WALL W/ 14" PAINTED SPINDLESRECYCLE@ 6' -10" H.H.ABOVE LANDING16' - 0"6' - 9"10' - 6"2' - 9"DOUBLE FRAMEDWALL FOR FRIDGE RECESS 39"x73"U.C. LIGHT9' - 0"8' - 0"7' - 6"7' - 6"2' - 3"7' - 9"9' - 2 1/2"4' - 3 1/2"5' - 3"3' - 3"R-38 MIN. INSULATIONIN FLOOR ABOVE12' - 0"4' - 0"4' - 0"16' - 0"5' - 0"5' - 10"0' - 10"7' - 8"6' - 9"5' - 0"3' - 6"6' - 9"GIRDER TRUSSGIRDER TRUSSFLOORGIRDER2' - 7"3' - 5"SEE COLUMN DETAILSHEET A-5012-2x102-2x103-14" LVL FLUSH2-11 7/8"LSL FLUSH2-11 7/8" LSL2-2x102-9 1/2" LSL DROPPED2-2x102-2x10 W/2 TRIMMERS3-2x6STAGGEREDUPPERS7' - 10"PORTAL FRAME W/ HOLD-DOWNSPORTAL FRAMEW/ HOLD-DOWNS3-20" LVL2' - 7"3' - 5"END PANELOVEN /MICRODESK9' - 6"4' - 0 1/4"3' - 6"5' - 6"9EQEQB.W.P.6' - 0"SET FIREPLACE 18" A.F.FW/ STONE FACE TO MANTEL HEIGHT 2' - 0"9" HEAT DUCT2-2x102-2x103-2x103-2x102-2x1024" CANT. ABOVE2115510101071010107333ATTICACCESSB.W.P.4' - 0"B.W.P.3' - 3"B.W.P.1' - 10 1/2"B.W.P.1' - 10 1/2"B.W.P.4' - 0"B.W.P.5' - 0"B.W.P.2' - 9"B.W.P.2' - 9"B.W.P.4' - 0"5x7 PSL4-2x6B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 0"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"WALL ABOVE BEARING ONFLOOR TRUSSES3-2x62-2x102-2x103-2x103-2x102' - 0"5x5 PSL2' - 10"3' - 10"2' - 4"36" GASS COOKTOP W/WOOD HOODABOVE12" SH.2-2x10 FLUSHB.W.P.3' - 0"29' - 0"21' - 0"FLOOR GIRDER10' - 0"B.W.P.2' - 0"B.W.P.2' - 0"2-2x10812R & SH. @ 65"10' - 6"GAS F.P.BUILT-INBUILT-IN20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/ 2 TRIMMERS2' - 0"8' - 2 1/4"11' - 1 3/4"1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:49 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-403OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICKCS-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 NOTESVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. DN 16RBEDROOM #4BATHBEDROOM #3OWNER'S SUITEHALLOWNER'S BATH7'-6" VANITYCLOSETR & SH. @ 65"BEDROOM #211' - 0"13' - 6"17' - 6"6' - 0"36' - 0"2' - 0"2' - 0"17' - 0"15' - 0"10' - 0"42' - 0"42' - 0"5' TUB/SHWR2CLOSET42252' LINEN3' VANITY3' VANITY52L.T.7LAUNDRYCLOSETOWNER'SCLOSET3' x 5' TUB W/ 4" TILEDECK5MAKE-UPLINEN6TILESHOWERSHELFGLASS PANEL SET ON TUB DECK5' - 9"5' - 3"4' - 7"4' - 7"4' - 4"8' - 9"8' - 9"20' - 0"16' - 0"6CONTROLS5' - 7 7/8"11' - 4 1/8"7' - 6"7' - 6"40' - 0"6' - 0"11' - 0"29' - 0"46' - 0"16' - 0"4' - 0"4' - 0"12' - 0"5' - 0"5' - 0"1' - 8"30' - 4"11' - 0"6' - 4 1/4"3' - 11 3/4"4' - 3"5' - 5"3' - 6"7' - 6"2x614' - 8"3' - 7"6' - 7 1/4"4' - 7 3/4"7' - 2"5' - 4"14' - 1"2' - 0"3' - 6"6' - 5"5' - 4"2' - 8"11' - 11 1/2"6' - 4"4' - 4 1/2"5' - 9 1/4"R & SH. @ 65"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.ATTICACCESS2-2x102-9 1/2" LSLW/ 2 TRIMMERS2-2x6 EA. SIDEKNEE WALL W/ 14" PAINTED SPINDLESR & SH. @ 48"364' VANITY48" F.G. SHWR52x6BATHTYP.2' - 0"2-2x102-2x102-2x102-2x102-2x10433191467WASHERDRYERR & SH. @ 65"1SMOKEDET.B.W.P.3' - 0"B.W.P.2' - 3"B.W.P.2' - 3"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"46' - 0"8' - 1"3-2x102' - 0"2' - 5"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.SEATTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:49 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-404OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICK1/4" = 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 NOTESTemper ifglass within60" of tub floor.Temper ifglass within60" of floor-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION2x4 TYP.TAPERED SMARTSIDE COLUMN2x4 @ TOPFRONTTOP VIEW4x4 POSTFRAMING1' - 6"1' - 6"0' - 10"1' - 4"18" SQUARE FRAMED BASE W/ CULTURED STONETHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:49 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-501OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICKWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 3 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 5 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"6 WINDSOR NEXT DIMENSION 1 4824 AWN FIXED TEMP. 4' - 0" 2' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 2 4860 SL 4' - 0" 5' - 0" 6' - 10"8 WINDSOR NEXT DIMENSION 1 4836 PIC 4' - 0" 3' - 0" 1' - 8 1/4"9 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 2" 2' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 6 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 1 4848 PIC TEMP 4' - 0" 4' - 0"11' - 10"12 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0"6' - 10"3/8" = 1'-0"A-5012TYP. POURED WALL SECTION1/2" = 1'-0"A-5014COLUMN TAPERED3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:ROOM FINISHED SCHEDULEFLOOR ROOM NAME FLOOR AREACEILINGHEIGHT COMMENTSLOWER FLOOR BEDROOM #5 CARPET 159 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 609 SF 8' - 2" .LOWER FLOOR MECHANICAL / STORAGE CONCRETE 218 SF 8' - 2" MECHANICALS MY VARYLOWER FLOOR BATH VINYL 56 SF 8' - 2" .MAIN FLOOR OFFICE CARPET 114 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 128 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 668 SF 10' - 9 3/8"MAIN FLOOR KITCHEN LAMINATE 240 SF 9' - 1 1/8" .MAIN FLOOR DINING ROOM LAMINATE 181 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM LAMINATE 245 SF 9' - 1 1/8" .MAIN FLOOR FOYER LAMINATE 134 SF 9' - 1 1/8" .MAIN FLOOR PANTRY LAMINATE 30 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 76 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 27 SF 9' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 199 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 149 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 239 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR HALL CARPET 247 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 CARPET 160 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 35 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 28 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 49 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S CLOSET CARPET 69 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 164 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 97 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 52 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 54 SF 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE COUNT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 63 2/4 x 6/8 OPG. 14 2/4 x 6/8 PKT 35 2/6 x 6/8 56 2/6 x 6/8 PKT 37 2/8 x 6/8 38 2/8 x 6/8 FIRE RATED 19 3/0 x 6/8 FULL VIEW 110 3/0 x 6/8 OPG. 111 3/0 x 6/8 W/ 12" D.S. SL'S 112 4/0 x 6/8 213 5/0 x 6/8 114 6/0 x 6/8 SLIDER 115 8' x 8' O.H. GARAGE DOOR 116 16' x 8' O.H. GARAGE DOOR 1R-4 on pipe in attic 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANSFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESVERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONALL 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 TRUSSTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATESQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:2/6/2020 4:53:50 PMSPEC HOMEL1, B3 - ASPEN GROVE7824 204th STREET WESTLAKEVILLE, MN 55044A-502OTT104169912779012.6.20 CB8'- 1 /18"9'- 1 /18"8'-4"3828THE MAVERICK1/2" = 1'-0"A-5021TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5022TYP. POURED 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 WALL1/2" = 1'-0"A-5025GARAGE CEILING Upper Level Member Name Results Current Solution Comments Bedroom # 2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Suite Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Bathroom Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom 3 & 4 Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom# 3 WIC Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Main Level Member Name Results Current Solution Comments Great Room Back Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Side Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Back Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bathroom Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mudroom Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Porch FLR Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Garage 8' OHD Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch Drop Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Front Door Hdr Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Office Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Beam over Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Beam Stairway down Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Great Room Side Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Stair Landing Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Pantry Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Hall Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mudroom Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Family Room Flush Beam Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bedroom# 5 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Door Hdr Mech/Storage Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Window Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 7824 204th Street W, Lakeville MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 1 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 6"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom # 2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 2 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8' 6"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 3 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2870 @ 1 1/2"5738 (3.00")Passed (50%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1568 @ 1' 1/4"4308 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2880 @ 2' 3"5919 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.014 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1059 1811 2870 None 2 - Trimmer - SPF 3.00"3.00"1.50"1059 1811 2870 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 4' 6"23'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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 Bathroom Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 4 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 8' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 8' 6"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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 #4 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 5 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 2' 3"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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 & 4 Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 6 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)306 @ 0 1913 (1.50")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)62 @ 10 3/4"2872 Passed (2%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)172 @ 1' 1 1/2"3946 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.001 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None 2 - Trimmer - SPF 1.50"1.50"1.50"188 118 306 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 2' 3"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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 WIC 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 7 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 5' 6"1'100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 8 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4251 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2923 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6564 @ 3' 4"11985 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.098 @ 3' 4"0.214 Passed (L/788)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.155 @ 3' 4"0.321 Passed (L/497)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 8" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None 2 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 8"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 8"23'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 9 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5089 @ 7' 8 1/4"5738 (4.50")Passed (89%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)1718 @ 6' 8 3/4"2498 Passed (69%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1721 @ 7' 8 1/4"3431 Passed (50%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.006 @ 9' 7 7/8"0.127 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.008 @ 9' 8 3/4"0.191 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"713 557/-93 277 1547/- 93 None 2 - Trimmer - SPF 4.50"4.50"2.41"1423 1653 321 3397 None 3 - Trimmer - SPF 4.50"4.50"3.99"2334 2756 560 5650 None 4 - Trimmer - SPF 1.50"1.50"1.50"572 748/-127 157 1477/- 127 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 7'8'15.0 40.0 -floor 2 - Uniform (PSF)7' to 11' 6"11'15.0 40.0 -floor 3 - Uniform (PLF)0 to 11' 6"N/A 80.0 --wall 4 - Uniform (PSF)5' to 11' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)5' to 11' 6"1'100.0 --Wall - Gable 6 - Point (lb)0 N/A 459 -289 Linked from: Bedroom# 2 Window, Support 1 7 - Point (lb)5'N/A 459 -289 Linked from: Bedroom# 2 Window, Support 2 8 - Point (lb)7'N/A 500 990 - Linked from: Main Level FLR Girder, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Back Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 10 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1327 @ 0 1913 (1.50")Passed (69%)--1.0 D + 1.0 S (All Spans) Shear (lbs)768 @ 10 3/4"2872 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1410 @ 2' 1 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.009 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1413 None 2 - Trimmer - SPF 1.50"1.50"1.50"621 85 707 1413 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 4' 3"9' 6"20.0 -35.0 roof 2 - Uniform (PSF)0 to 4' 3"1'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 4' 3"1'80.0 --Wall - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Side Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 11 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1314 @ 1 1/2"3825 (3.00")Passed (34%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1065 @ 2' 11 3/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)1421 @ 1' 10 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.004 @ 1' 10 13/16"0.127 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.010 @ 1' 10 11/16"0.191 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 9" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 9" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"775 540 1315 None 2 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None 3 - Trimmer - SPF 4.50"4.50"1.50"1011 789 1800 None 4 - Trimmer - SPF 3.00"3.00"1.50"775 540 1315 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 11' 9"3'15.0 35.0 floor 2 - Uniform (PLF)0 to 11' 9"N/A 80.0 -wall 3 - Uniform (PSF)0 to 1' 10 1/2"3'20.0 35.0 Snow - Main 4 - Uniform (PSF)9' 10 1/2" to 11' 9"3'20.0 35.0 Snow - Main 5 - Uniform (PSF)0 to 1' 10 1/2"1'100.0 -Wall - Gable 6 - Uniform (PSF)9' 10 1/2" to 11' 9"1'100.0 -Wall - Gable 7 - Point (lb)1' 10 1/2"N/A 710 446 Linked from: Owner's Suite Window, Support 1 8 - Point (lb)9' 10 1/2"N/A 710 446 Linked from: Owner's Suite Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Back Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 12 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2907 @ 0 2869 (1.50")Passed (101%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1474 @ 10 3/4"4308 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1796 @ 7 1/2"5919 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/8"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.004 @ 1' 1 1/8"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.52"1127 45 1780 2952 None 2 - Trimmer - SPF 1.50"1.50"1.50"843 45 1339 2227 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 10.6 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -floor 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --wall 3 - Uniform (PSF)7 1/2" to 2' 3"23'18.0 -35.0 roof 4 - Point (lb)7 1/2"N/A 1059 -1811 Linked from: Wdw Hdr Owner's Bath, 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 2/6/2020. 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, Bathroom Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 13 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2303 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)893 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1642 @ 1' 8"3431 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None 2 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 4"25'15.0 40.0 floor 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 14 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2338 @ 7' 11"8181 (5.50")Passed (29%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1642 @ 7'7902 Passed (21%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4018 @ 3' 10"11985 Passed (34%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.050 @ 4' 1 7/16"0.190 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.126 @ 4' 1 7/16"0.379 Passed (L/720)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 8' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 3" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.57"1409 495 734 2638 Blocking 2 - Stud wall - SPF 5.50"5.50"1.57"1414 495 736 2645 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 3"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' 3" (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 8' 3" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 8' 3" (Front)2'20.0 -35.0 Snow - Porch 4 - Uniform (PLF)0 to 3' 6" (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 3' 6" (Front)3'20.0 -35.0 Snow - Main 6 - Uniform (PLF)5' 6" to 8' 3" (Front)N/A 100.0 --Wall - Gable 7 - Uniform (PSF)5' 6" to 8' 3" (Front)3'20.0 -35.0 Snow - Main 8 - Point (lb)3' 6" (Front)N/A 188 -118 Linked from: Bedroom 3 & 4 Bath Window, Support 1 9 - Point (lb)5' 6" (Front)N/A 188 -118 Linked from: Bedroom 3 & 4 Bath Window, Support 2 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch FLR Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 15 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)22673 @ 5 1/2"27563 (7.00")Passed (82%)--1.0 D + 1.0 S (All Spans) Shear (lbs)22233 @ 2' 3"22943 Passed (97%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)40148 @ 2' 3"81355 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.061 @ 4' 3 15/16"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.096 @ 4' 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' 4" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 4" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 7.00"7.00"5.76"8337 2557 14336 25230 None 2 - Trimmer - SPF 5.50"5.50"2.40"3413 683 5727 9823 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 3 1/2"N/A 30.6 ---- 1 - Uniform (PSF)2' 3" to 9' 3 1/2"15'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)0 to 2' 3"3'20.0 -35.0 Snow - Garage 3 - Point (lb)2' 3"N/A 9218 3240 16130 E2 Roof Girder Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 8' OHD 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 16 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 14' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"4'20.0 35.0 roof 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Garage 16' OHD 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 17 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3116 @ 10' 4"7013 (5.50")Passed (44%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1298 @ 9' 4"2872 Passed (45%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2763 @ 10' 4"3946 Passed (70%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.056 @ 5' 4 1/16"0.306 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.081 @ 5' 3 1/4"0.458 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 19' 1" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 4" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Column - SPF 5.50"5.50"1.50"510 876 1386 Blocking 2 - Column - SPF 5.50"5.50"2.44"1179 1937 3116 Blocking 3 - Column - SPF 3.00"3.00"1.50"354 634 988 Blocking Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 19' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 19' 1" (Front)5'20.0 35.0 roof 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch Drop Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 18 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1516 @ 1 1/2"3825 (3.00")Passed (40%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1000 @ 1' 1/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2089 @ 3'3431 Passed (61%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.032 @ 3'0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.045 @ 3'0.287 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"429 1088 1517 None 2 - Trimmer - SPF 3.00"3.00"1.50"429 1088 1517 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6'N/A 7.0 -- 1 - Uniform (PSF)0 to 6'9' 3/4"15.0 40.0 floor 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Door Hdr 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 19 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2466 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1361 @ 1' 1/4"2498 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2647 @ 3' 3"3431 Passed (77%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.037 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.076 @ 3' 3"0.313 Passed (L/993)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.93"1349 780 709 2838 None 2 - Trimmer - SPF 3.00"3.00"1.93"1349 780 709 2838 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 6' 6"6'15.0 40.0 -floor 2 - Uniform (PLF)0 to 6' 6"N/A 80.0 --wall 3 - Uniform (PLF)0 to 9"N/A 100.0 --gable 4 - Uniform (PSF)0 to 9"3'20.0 -35.0 roof 5 - Uniform (PSF)5' 9" to 6' 6"3'20.0 -35.0 roof 6 - Uniform (PLF)5' 9" to 6' 6"N/A 100.0 --gable 7 - Uniform (PSF)0 to 6' 6"3'20.0 -35.0 Snow - Porch 8 - Point (lb)9"N/A 459 -289 Linked from: Wdw Hdr Bed #3, Support 1 9 - Point (lb)5' 9"N/A 459 -289 Linked from: Wdw Hdr Bed #3, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 20 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4120 @ 5 1/2"4725 (1.50")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3182 @ 1' 5 3/8"8590 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8954 @ 4' 9 11/16"15953 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.137 @ 4' 9 5/16"0.216 Passed (L/756)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.191 @ 4' 9 5/16"0.431 Passed (L/542)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 9' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Hanger on 11 7/8" LSL beam 5.50"Hanger¹1.50"1281 3268 4549 See note ¹ 2 - Beam - SPF 5.50"5.50"3.18"1334 3396 4730 Blocking Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS48 3.00"N/A 22-16d 8-16d Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)5 1/2" to 9' 5"N/A 13.0 -- 1 - Uniform (PSF)7' 3" to 9' 5" (Front)20'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)0 to 7' 3" (Front)17'15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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 Beam over Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 21 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2897 @ 4"8181 (5.50")Passed (35%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2578 @ 1' 5 3/8"8590 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5007 @ 2' 3"15953 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.024 @ 2' 3"0.101 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.034 @ 2' 3"0.201 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 8" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 8" o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.95"859 2038 82 2979 Blocking 2 - Stud wall - SPF 5.50"5.50"1.81"799 1886 82 2767 Blocking Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 8 1/4"N/A 13.0 ---- 1 - Uniform (PSF)0 to 4' 8 1/4" (Front)3' 6"15.0 40.0 -stairs 2 - Uniform (PSF)0 to 4' 8 1/4" (Front)1'15.0 -35.0 floor 3 - Point (lb)2' 3" (Front)N/A 1281 3268 - Linked from: Flush Beam Foyer, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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 Beam Stairway down 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 22 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2227 @ 0 2869 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)999 @ 10 3/4"4308 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1810 @ 1' 7 1/2"5919 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.005 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None 2 - Trimmer - SPF 1.50"1.50"1.50"919 65 1308 2292 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 10.6 ---- 1 - Uniform (PSF)0 to 3' 3"1'15.0 40.0 -floor 2 - Uniform (PLF)0 to 3' 3"N/A 80.0 --wall 3 - Uniform (PSF)0 to 3' 3"23'20.0 -35.0 roof 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Side Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 23 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5936 @ 4"20934 (5.50")Passed (28%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking 2 - Column - SPF 5.50"5.50"1.56"1736 4200 5936 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Flush Beam 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 24 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)40 @ 0 1913 (1.50")Passed (2%)--1.0 D (All Spans) Shear (lbs)23 @ 10 3/4"2248 Passed (1%)0.90 1.0 D (All Spans) Moment (Ft-lbs)43 @ 2' 1 1/2"3088 Passed (1%)0.90 1.0 D (All Spans) Live Load Defl. (in)0.000 @ 0 0.142 Passed (2L/999+)--1.0 D (All Spans) Total Load Defl. (in)0.001 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"40 40 None 2 - Trimmer - SPF 1.50"1.50"1.50"40 40 None Dead Vertical Loads Location (Side)Tributary Width (0.90)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PLF)0 to 4' 3"N/A 12.0 Wall - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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, Stair Landing Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 25 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1538 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 S (All Spans) Shear (lbs)313 @ 10 3/4"2872 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)865 @ 1' 1 1/2"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 None 2 - Trimmer - SPF 1.50"1.50"1.50"632 45 906 1583 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -floor 2 - Uniform (PLF)0 to 2' 3"N/A 80.0 --wall 3 - Uniform (PSF)0 to 2' 3"23'20.0 -35.0 roof 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Pantry Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 26 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1456 @ 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)692 @ 10 3/4"2498 Passed (28%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1243 @ 1' 8 1/2"3431 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.005 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 5" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 5" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1635 None 2 - Trimmer - SPF 1.50"1.50"1.50"704 752 179 1635 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 5"11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 3' 5"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 5"1'100.0 --Wall - Gable 4 - Uniform (PSF)0 to 3' 5"3'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Room Hall Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 27 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1248 @ 2"4463 (3.50")Passed (28%)--1.0 D + 1.0 L (All Spans) Shear (lbs)773 @ 1' 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1540 @ 2' 9 1/2"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.020 @ 2' 9 1/2"0.131 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.028 @ 2' 9 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 7" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 7" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"355 893 1248 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"355 893 1248 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 7"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 7" (Front)8'15.0 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairs Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 28 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2697 @ 0 2869 (1.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1581 @ 1' 4 1/4"4308 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2012 @ 1'5919 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/8"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.004 @ 1' 1 3/16"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 3" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1065 45 1632 2742 None 2 - Trimmer - SPF 1.50"1.50"1.50"692 45 984 1721 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 10.6 ---- 1 - Uniform (PSF)0 to 2' 3"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 2' 3"1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1'23'20.0 -35.0 Snow - Main 4 - Point (lb)1'N/A 1059 -1811 Linked from: Owner's Bathroom Window, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 29 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11872 @ 4"12272 (5.50")Passed (97%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4650 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20325 @ 7' 6"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.244 @ 7' 6"0.358 Passed (L/705)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.345 @ 7' 6"0.717 Passed (L/499)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c based on loads applied, unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 Blocking 2 - Stud wall - SPF 5.50"5.50"5.32"3472 8400 11872 Blocking Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 floor 2 - Point (lb)0 (Front)N/A 1736 4200 Linked from: Flush Beam Dining, Support 1 3 - Point (lb)15' (Front)N/A 1736 4200 Linked from: Flush Beam Dining, 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 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Flush Beam 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 30 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4574 @ 5' 4 1/2"7613 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3309 @ 1' 1/2"6872 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6070 @ 2' 7 3/16"10422 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.059 @ 2' 8 3/4"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.104 @ 2' 8 3/4"0.262 Passed (L/604)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.60"1738 2320 255 4313 None 2 - Trimmer - SPF 3.00"3.00"1.80"1979 2595 318 4892 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"11' 3"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)1' 9" to 5' 6"11' 3"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)1' 9" to 5' 6"N/A 80.0 --Wall - Upper Level 5 - Uniform (PSF)1' 9" to 5' 6"3'20.0 -35.0 Snow - Main 6 - Uniform (PSF)1' 9" to 5' 6"1'100.0 --Wall - Gable 7 - Point (lb)1' 9"N/A 704 752 179 Linked from: Dining Room Hall Door, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. 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 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 31 / 34 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 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 1" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None 2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"21' 3"15.0 40.0 floor 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 2/6/2020. 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, Door Hdr Mech/Storage 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 32 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3278 @ 1 1/2"5738 (3.00")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2752 @ 1' 1/4"4308 Passed (64%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)4143 @ 3' 3"5147 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.078 @ 3' 3"0.313 Passed (L/966)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c based on loads applied, unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.71"1712 1300 789 3801 None 2 - Trimmer - SPF 3.00"3.00"1.71"1712 1300 789 3801 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 6' 6"3'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 4 - Point (lb)1' 3"N/A 1011 -789 Linked from: Dining Room Back Window, Support 2 5 - Point (lb)5' 3"N/A 1011 -789 Linked from: Dining Room Back Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Patio Door 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 33 / 34 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8148 @ 8' 6"11419 (4.50")Passed (71%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7257 @ 7' 4 5/8"8590 Passed (84%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)16313 @ 6' 3"15953 Passed (102%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.181 @ 4' 6"0.275 Passed (L/548)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.317 @ 4' 5 15/16"0.412 Passed (L/312)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6" o/c based on loads applied, unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 9" o/c based on loads applied, unless detailed otherwise. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"2.58"2836 3698 396 6930 None 2 - Trimmer - SPF 4.50"4.50"3.21"3447 4701 485 8633 None Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 13.0 ---- 1 - Uniform (PSF)6' 3" to 8' 9"10'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 3"8'15.0 40.0 -Floor - Main Level 3 - Uniform (PSF)0 to 8' 9"1'90.0 --Wall - Main Level 4 - Point (lb)6' 3"N/A 500 990 - Linked from: Stairs FLR Girder, Support 2 5 - Point (lb)2' 3"N/A 1423 1653 321 Linked from: Great Room Back Window, Support 2 6 - Point (lb)6' 3"N/A 2334 2756 560 Linked from: Great Room Back Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 2/6/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Room Window 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/20/2020 8:51:30 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.2.0 File Name: 7824 204th Street W, Lakeville MN Topaz - The Maverick 7824 204th Street W, Lakeville MN 2/20/2020; #23999 Page 34 / 34 02/26/2020XKP