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Home My WebLink AboutLA187732 7922 204th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 1/11/21 DM RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"VINYL BOARD& BATTEN TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAILSHEET A-5016" SMARTSIDE FRIEZE BOARD VINYL LAPSIDING TYP. @ FRONT4" SMARTSIDE TRIM@ WINDOWS & DOORS AT FRONT6" BUMPED OUT LOUVER W/ CORBELS 6" SMARTSIDE STORYBOARDADDRESS STONE0' - 3"1' - 0"6" SMARTSIDECORNER TRIMTYP. @ FRONT 8" 12"8" 12"7" / 12"7" / 12"7" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:27 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-201OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNA1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONS/ ROOF PLANA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES/ DETAILSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode01/19/2021dmathews 24" RETURN TYP.4" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" 12"4" 12"7" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS TYP.8" 12"8" 12"4" 12"6" 12"7" / 12"4:1224" RETURN TYP.8" / 12"8" / 12"8" / 12"6:127" 12"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.7 ROOF VENT REQUIRED STANDARD ENERGY HEELS @ 4:12 W/ 7:12 & 8:12 TO MATCH3 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"4" / 12"7" / 12"8" / 12"8" / 12"7" / 12"7" / 12"7" / 12"6" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:29 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-202OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNA1/8" = 1'-0"A-2021RIGHT ELEVATION1/8" = 1'-0"A-2022REAR ELEVATION1/8" = 1'-0"A-2023LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 9' - 10"18' - 6"30' - 6"0' - 2"20' - 6"10' - 0"1' - 4 1/2"8' - 3" M.O.0' - 4 1/2"2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARETO EXTERIOR OFCONCRETE, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.49' - 0"27' - 8"22' - 4"2' - 0"20' - 6"21' - 6"6' - 0"17' - 0"15' - 0"15' - 0"47' - 0"2' - 0"6' - 0"5' - 10"2' - 0"30' - 2"6' - 0"11' - 10"38' - 2"50' - 0"0' - 4"22' - 6"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY6' - 10"12' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY50' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"8' - 8 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 9 1/4"11' - 10 3/4"9' - 1 1/4"10' - 2 3/4"49' - 0"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8' - 2 3/4"19' - 11 3/4"5' - 4"8' - 2"5' - 3 1/2"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE11' - 6"10' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY, BOTH SIDES.8' - 2 3/4"19' - 5 1/4"19' - 4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY6' - 9 1/4"8' - 2 3/4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:29 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-401OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNA1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. UP 16RUNEXCAVATEDMECHANICAL/ STORAGE9' - 10"11' - 10"20' - 6"10' - 0"0' - 2"18' - 6"30' - 6"6' - 0"30' - 2"2' - 0"5' - 10"6' - 0"10' - 11"19' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATED15' - 0"15' - 0"17' - 0"50' - 0"50' - 0"SET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9' - 0"8' - 0"7' - 6"7' - 6"10' - 0"5' - 0"0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB47' - 0"2' - 0"0' - 4"49' - 0"4' - 9"1' - 0"8' - 2 3/4"BEDROOM #5FAMILY ROOMSUMPFLOOR GIRDERR & SH.1146' - 0"15' - 9"6' - 7"48" F.G. SHWR6'-6" VANITYBATH2x6FURNACEAIR EX.6' - 0"5' - 10"35' - 2"KNEE WALL W/ 14" PAINTED SPINDLES 38' - 2"11' - 10"1149' - 0"22' - 4"2' - 0"20' - 6"21' - 6"6' - 0"22' - 6"27' - 6"19' - 4"CO DET.SMOKEDET.2-14" LVL FLUSH2-2x102-11 7/8" LVL 3-2x104-2X64-2X65x5 PSL2-2x10 FLUSHANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT2' - 1 1/2"16' - 3" M.O.2' - 1 1/2"0' - 4 1/2"8' - 3" M.O.1' - 4 1/2"SMOKEDET.W. H.2-2x10F. D.2-2x104' - 2"1' - 8"6' - 0"7' - 6"2' - 6"9' - 4"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.4' - 0"2-2x102' - 6"1' - 10"11' - 5"2/4 x 6/812/8 x 6/856/0 x 6/8SLIDER1318" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACINGSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITE4/0 x 6/8112/6 x 6/83CS-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 NOTES6' - 10"12' - 6"27' - 8"12" CANT. ABOVE3 TRIMMERS2 TRIMMERS4-2x6THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:30 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-402OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNA1/4" = 1'-0"A-4021LOWER FLOOR PLANFANBWP Above DN 3RDN 3RDN 16RUP 17R38' - 0"12' - 0"48' - 0"2' - 0"36" REFSINKDWPORCH20' - 6"10' - 0"2' - 3"16' - 0"2' - 3"0' - 6"8' - 0"1' - 6"4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILING IF FLOOR ABOVEGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR UNLESS NOTED OTHERWISE50' - 0"1' - 0"17' - 0"15' - 0"15' - 0"GARAGE28' - 0"2' - 0"4' - 0"4' - 6"7' - 8"5' - 0"22' - 6"27' - 6"50' - 0"FOYERGREAT ROOMDININGEQEQ10' - 0"RAILING KNEE WALL W/14" PAINTED SPINDELS 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAILSHEET A-501ATTICACCESS1276' - 0"21' - 6"20' - 6"2' - 0"18' - 6"30' - 6"6' - 0"4' - 8"6' - 0"19' - 4"2' - 0"6' - 0"6' - 0"5' - 3"1' - 9"6' - 9"5' - 3"7' - 4 1/4"2' - 6"9' - 1 3/4"4' - 9"4' - 0"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESSOVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"3' - 9 3/4"3' - 10"7' - 0"16" SH.12" SH.PANTRYCLOSETFLEX ROOM9' - 0"4' - 7"36" GASCOOKTOPW/ WOOD HOOD ABOVE10" FLUSH S.B.2' - 10"13' - 2"6' - 0"9' - 6"7' - 6"7' - 6"7' - 6"10' - 6"4' - 6"1010961' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"KITCHENPOWDERR & SH.3-2x6 TRIMMERS3-2x6 TRIMMERS4-2x63-11 7/8" LSLFLUSHCONTINUOUS5x5 PSLGIRDER TRUSSGIRDER TRUSS5x5 PSL2-11 7/8" LSL2-11 7/8" LSL3-2x62-9 1/2" LSL DROPPED2-2x102-2x102-2x102-2x103-2x102-2x10FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHB.W.P.3' - 0"B.W.P.8' - 3"B.W.P.6' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.3' - 0"B.W.P.8' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.1' - 6"B.W.P.2' - 3"B.W.P.2' - 3"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.5' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x103-2x65x5 PSL2-2x106'-10" ABOVE LANDINGRECYCLE7' - 2"2' - 6"9' - 4"MUD RM.12' - 0"7' - 0"2-14" LVL FLUSH49' - 0"12' - 6"11' - 4"END PANEL39"x73" FRIG RECESS50' - 0"1' - 9"6' - 0"10' - 9"4' - 0" B.W.P.2-9 1/2" LSLR & SH.B.W.P.3' - 0"STAGGERED UPPERS20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING2/8 x 6/8FIRE RATED62/4 x 6/812/4 x 6/812/8 x 6/8FULL VIEW73/0 x 6/8FULL VIEWW/ 2-12" D.S.S.L.'S102/4 x 6/812/4 x 6/812/8 x 6/8OPG.816' x 8' O.H.GARAGEDOOR158' x 8' O.H.GARAGEDOOR14MFG. ROOF TRUSSES@ 24" O.C.2-2x10 W/2 TRIMMERS 2-11 7/8' LSL FLUSH3-11 7/8' LVL FLUSHHHUS5.50/10MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSL2 TRIMMERS EA. SIDE B.W.P.3' - 6"2' - 9"3' - 3"GAS FIREPLACESET 18" A.F.F. NO MANTELOR SURROUND 83-2x10CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES92-2x10PED. SINKGAS F.P.3/0 x 6/8FULL VIEW920" FLOOR TRUSSESPER MFG. SPACINGTYP.0' - 4 1/2"15151581' - 0"2' - 0"2' - 8"2' - 9"3' - 3"10' - 9"6' - 7 1/2"1' - 11 1/2"15152-2x103-2x102-2x101/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:31 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-403OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNAFANTemper ifglass within60" of landing.remove top plates atbearing due to crushing.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAbove DN 17R17' - 0"15' - 0"7' - 0"2' - 0"34' - 0"6' - 0"6' - 0"5' - 10"27' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.36' - 0"6' - 0"6'-3" VANITYOWNER'SSUITE5'-3" VANITYBEDROOM #2BATHHALLBEDROOM #311' - 9"2' - 6"1' - 2"3' - 2"6' - 8"7' - 9"2/6 x 6/8312' - 9"4' - 0"4' - 0"15' - 3"5333149' - 6"5' - 6"5' - 2"7' - 0"4' - 5 3/4"7' - 4 1/4"19' - 0"11' - 0"9' - 0"5' TUB/SHWR2/4 x 6/8PKT26' - 2"2' - 2"7' - 0"5' - 4"3' - 3"3' - 3"5/0 x 6/8127' - 8"9' - 4"7' - 6"7' - 6"16' - 9"19' - 3"9' - 6"9' - 6"3' - 0"3' - 0"5' - 0"2' - 9"3' - 0"3' - 3"11' - 1"4' - 11"9' - 0"8' - 0"1' - 0"13414' - 2"2' - 6"8' - 1 3/4"4' - 0 1/4"10' - 2"2-2x102-2x10 W/2 TRIMMERS EA. SIDE2-2x102-2x102-2x102-2x103-2x102-2x6 EA. SIDEKNEE WALLW/ 14" PAINTED SPINDLES MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.B.W.P.3' - 6"B.W.P.6' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 3"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"ATTICACCESSFRAME FALSE WALL ON TRUSSES BELOW10'-10" ABOVE LANDING2x6R & SH.39' - 0"17' - 6"1' - 6"5' - 9"4' - 0"2/4 x 6/812/4 x 6/8PKT25/0 x 6/812OWNER'SBATHLAUNDRY2MFG. ROOF TRUSSES@ 24" O.C.BOX VAULT 5/0 x 6/812R & SH.12' - 7"2' - 8"2/6 x 6/832/8 x 6/85SINKTYP.2' - 0"2/6 x 6/83R & SH.3' - 1"2' - 3"48" WALL W/GLASS PANELABOVE CONTROLHEADTILE SHOWER2/6 x 6/8 PKT4R & SH.OWNER'SCLOSETBEDROOM #439' - 0"22-2x102-2x102x62/4 x 6/81B.W.P.3' - 6"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES42-2x1042' - 0"42' - 0"5' - 1 3/4"7' - 7 3/4"SMOKEDET.2/8 x 6/85WASHERDRYERTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:32 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-404OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNA1/4" = 1'-0"A-4041UPPER FLOOR PLANTemper ifglass within60" of floor.FANFANFANB.W.P. requirewithin 10' of corner.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTAL1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:33 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-501OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNA3/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNSWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 3 2424 AWN 2' - 0" 2' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2 2424 AWN FIXED 2' - 0" 2' - 0"6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-2 FIXED 4' - 0" 2' - 0" 5' - 8 7/8"6 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 1 3618 AWN FIXED 3' - 0" 1' - 6"6' - 10"8 WINDSOR NEXT DIMENSION 2 3618 PIC 3' - 0" 1' - 6" 8' - 0"9 WINDSOR NEXT DIMENSION 2 3660 SH 3' - 0" 5' - 0" 8' - 0"10 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"11 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 11' - 5"12 WINDSOR NEXT DIMENSION 1 4848 PIC 4' - 0" 4' - 0" 11' - 10"13 WINDSOR NEXT DIMENSION 1 5448 SL E 4' - 6" 4' - 0" 6' - 10"14 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 5 P4260/AR24 T 4' - 0" 7' - 0" 8' - 0"ROOM FINISH SCHEDULEFLOOR NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR MECHANICAL / STORAGE CONCRETE 153 SF 8' - 2"LOWER FLOOR BEDROOM #5 CARPET 170 SF 8' - 2" .LOWER FLOOR FAMILY ROOM CARPET 676 SF 8' - 2" .LOWER FLOOR BATH VINYL 61 SF 8' - 2" .LOWER FLOOR STAIRWAY CARPET 84 SF 8' - 2"MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8"MAIN FLOOR GARAGE CONCRETE 614 SF 10' - 9 3/8"MAIN FLOOR FOYER LAMINATE 85 SF 9' - 1 1/8" .MAIN FLOOR GREAT ROOM WOOD 279 SF 9' - 1 1/8" .MAIN FLOOR DINING LAMINATE 159 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 41 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR FLEX ROOM CARPET 110 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LAMINATE 268 SF 9' - 1 1/8" .MAIN FLOOR POWDER LAMINATE 39 SF 9' - 1 1/8" .MAIN FLOOR MUD RM. VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR STAIRWAY CARPET 94 SF 9' - 1 1/8"UPPER FLOOR OWNER'S SUITE CARPET 284 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 184 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 82 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 80 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 191 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S BATH TILE 101 SF 8' - 1 1/8"UPPER FLOOR LAUNDRY VINYL 43 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 48 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 201 SF 8' - 1 1/8"DOOR SCHEDULETYPE MARK DOOR SIZES COUNT COMMENTS1 2/4 x 6/8 72 2/4 x 6/8 PKT 23 2/6 x 6/8 44 2/6 x 6/8 PKT 15 2/8 x 6/8 36 2/8 x 6/8 FIRE RATED 17 2/8 x 6/8 FULL VIEW 18 2/8 x 6/8 OPG. 19 3/0 x 6/8 FULL VIEW 110 3/0 x 6/8 FULL VIEW W/ 2-12" D.S. S.L.'S 111 4/0 x 6/8 112 5/0 x 6/8 313 6/0 x 6/8 SLIDER 114 8' x 8' O.H. GARAGE DOOR 115 16' x 8' O.H. GARAGE DOOR 11/2" = 1'-0"A-5012TYP. COLUMN WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER 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 INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" OSBSHEATHINGRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESTOOP, FLASH AS REQ'DAT HOUSE WALLPOUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERSIDING, VERIFYW/ ELEVATIONSTYVEK (OR EQUAL) ROLL HOUSE WRAP0' - 2"FROM SHEATHING TOOUTSIDE OF FOUNDATIONANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION5/8" TYPE 'X' GYP BOARD,TAPE & MUD ALL SEAMSRIM JOISTR-20 MIN. SPRAYFOAM INSULATIONGMX THERMAL DRAINAGE BOARD(R-10) INSULATION5/8" GYP. BD., TAPE& MUD ALL SEAMSSLOPED CONCRETESLAB, FLASH AS REQ'DAT HOUSE WALL0' - 4"POUREDFND. WALLWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALERVERIFY FLOOR SYSTEMWITH FLOOR PLANS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGSALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMUNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONTOTAL:12/30/2020 9:27:34 AMTHE STRICKLAND RESIDENCEL10, B4 - ASPEN GROVE7922 204TH STREET WESTLAKEVILLE, MN 55044A-502OTT18011.2.20 TP1440130698812.29.20 TP10.21.20 TP8'-1 1/8"9'-1 1/8"8'-4" POUR3734THE SAVANNA3/8" = 1'-0"A-5021TYP. WALL SECTION1/2" = 1'-0"A-5022TYP. WALKOUT SECTION3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5023TYP. LOOKOUT SECTION1/2" = 1'-0"A-5024TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5025TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5026BEARING WALL SECTION1/2" = 1'-0"A-5027GARAGE 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 Stair Landing 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 Main Level Member Name Results Current Solution Comments Great Room Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Stairs (H) Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Room Flush Beam Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flex Room/ Mudroom Flush Beam Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flex Room Back Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Garage 16' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Garage 8' OHD Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch Flush (H) FLR Beam Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Front Porch (V) Flush Beam Left Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Mudroom Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Front Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Flush Beam (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Front Porch (H) Dropped Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Stairs (H) Flush Beam Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Room Flush Beam Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bedroom #5 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mechanical Room Door Passed 2 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" 2.0E Microllam® LVL 7922 204th Street W, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 1 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2974 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1760 @ 1' 1/4"2872 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3355 @ 2' 6"3946 Passed (85%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.049 @ 2' 6"0.237 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None 2 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' o/c Bottom Edge (Lu)5' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 -- 1 - Uniform (PSF)0 to 5'21' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. 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 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 2 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2974 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1760 @ 1' 1/4"2872 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3355 @ 2' 6"3946 Passed (85%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.031 @ 2' 6"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.049 @ 2' 6"0.237 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None 2 - Trimmer - SPF 3.00"3.00"2.33"1093 1881 2974 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' o/c Bottom Edge (Lu)5' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5'N/A 7.0 -- 1 - Uniform (PSF)0 to 5'21' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stair Landing Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 3 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1156 @ 1 1/2"3825 (3.00")Passed (30%)--1.0 D + 1.0 S (All Spans) Shear (lbs)878 @ 1' 1/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2314 @ 4' 3"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.102 @ 4' 3"0.412 Passed (L/967)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None 2 - Trimmer - SPF 3.00"3.00"1.50"710 446 1156 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 8' 6"N/A 100.0 -Wall - Gable 2 - Uniform (PSF)0 to 8' 6"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 10/21/2020. 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 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 4 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1678 @ 11' 6"3806 (1.50")Passed (44%)--1.0 D + 1.0 L (Alt Spans) Shear (lbs)2244 @ 8' 8"6872 Passed (33%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1738 @ 7' 8 1/4"10422 Passed (17%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.012 @ 9' 6 15/16"0.127 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.020 @ 9' 7 1/4"0.191 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"563 549/-59 170 1282/- 59 None 2 - Trimmer - SPF 4.50"4.50"1.50"1467 1382 464 3313 None 3 - Trimmer - SPF 4.50"4.50"1.92"2033 2837 464 5334 None 4 - Trimmer - SPF 1.50"1.50"1.50"713 964/-59 170 1847/- 59 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 6" o/c Bottom Edge (Lu)11' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 10.4 ---- 1 - Point (lb)8' 6"N/A 400 1200 -Floor Girder 2 - Uniform (PLF)0 to 11' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 11' 6"N/A 100.0 --Wall - Gable 4 - Uniform (PSF)0 to 11' 6"3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)0 to 8' 6"7' 6"15.0 40.0 -Floor - Upper Level 6 - Uniform (PSF)8' 6" to 11' 6"12'15.0 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 10/21/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Room Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 5 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)918 @ 4' 8 1/2"1913 (1.50")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)594 @ 3' 11 1/4"2498 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1004 @ 2' 6 1/4"3431 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.009 @ 2' 6 1/4"0.109 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.012 @ 2' 6 1/4"0.219 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"301 756 1057 Blocking 2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"313 794 1107 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 9" o/c Bottom Edge (Lu)4' 9" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 8 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 2" (Front)7' 6"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairs (H) Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 6 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5057 @ 4"8181 (5.50")Passed (62%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3961 @ 1' 7 1/2"9310 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)17316 @ 7' 6"24258 Passed (71%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.314 @ 7' 6"0.358 Passed (L/548)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.441 @ 7' 6"0.717 Passed (L/390)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"3.40"1457 3600 5057 Blocking 2 - Stud wall - SPF 5.50"5.50"3.40"1457 3600 5057 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 3" o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 14.3 -- 1 - Uniform (PSF)0 to 15' (Front)12'15.0 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 10/21/2020. 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 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 7 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)20629 @ 10' 6"24806 (5.25")Passed (83%)--1.0 D + 1.0 S (All Spans) Shear (lbs)8737 @ 11' 8 1/2"14817 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-22111 @ 10' 6"27519 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.194 @ 16' 7"0.279 Passed (L/689)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.308 @ 16' 8 1/8"0.558 Passed (L/435)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"2.94"2543 192/-32 4013 6748/- 32 Blocking 2 - Column - PSL 5.25"5.25"4.37"8475 534 12155 21164 None 3 - Stud wall - SPF 5.50"5.50"3.32"2941 207/-22 4468 7616/- 22 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 5" o/c Bottom Edge (Lu)8' 2" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 22'N/A 19.5 ---- 1 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper 2 - Uniform (PSF)0 to 22' (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 22' (Front)3' 6"20.0 -35.0 Snow - Monos 4 - Uniform (PSF)0 to 22' (Front)22' 6"20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. 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, Flex Room/ Mudroom Flush Beam 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 8 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)895 @ 1 1/2"7613 (3.00")Passed (12%)--1.0 D + 1.0 S (All Spans) Shear (lbs)608 @ 1' 1/2"7902 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1345 @ 3' 3"11985 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.012 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.030 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"554 341 895 None 2 - Trimmer - SPF 3.00"3.00"1.50"554 341 895 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 6"3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 6' 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 10/21/2020. 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, Flex Room Back Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 9 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PSF)0 to 16' 9"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 10/21/2020. 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 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 10 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)15224 @ 4"17325 (5.50")Passed (88%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2153 @ 1' 5 3/8"9878 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6202 @ 4' 7"18346 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.080 @ 4' 7"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.129 @ 4' 7"0.425 Passed (L/792)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.50"5.50"4.83"7073 1784 8150 17007 None 2 - Trimmer - SPF 3.00"3.00"1.50"1129 -1876 3005 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' o/c Bottom Edge (Lu)9' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 11 1/2"N/A 13.0 ---- 1 - Uniform (PSF)0 to 8' 11 1/2"12' 3"20.0 -35.0 Snow - Garage 2 - Point (lb)0 N/A 5891 1784 6185 Linked from: Garage (V) Girder, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. 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 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 11 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4629 @ 5 1/2"5906 (1.50")Passed (78%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4117 @ 1' 5 3/8"13622 Passed (30%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)18551 @ 9' 4 5/16"30788 Passed (60%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.292 @ 9' 5 7/8"0.454 Passed (L/747)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.821 @ 9' 6 3/16"0.908 Passed (L/265)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • 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 Snow Total Accessories 1 - Hanger on 11 7/8" SPF beam 5.50"Hanger¹1.50"3090 996 1362 5448 See note ¹ 2 - Stud wall - SPF 5.50"5.50"2.06"2989 800 1344 5133 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 3" o/c Bottom Edge (Lu)18' 6" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS5.50/10 3.00"N/A 30-10d 10-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)5 1/2" to 18' 11 1/2"N/A 18.2 ---- 1 - Uniform (PSF)0 to 7' (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)7' to 18' 11 1/2" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'20.0 -35.0 Snow - Monos 4 - Uniform (PSF)0 to 18' 11 1/2" (Front)1'80.0 --Wall - Upper Level 5 - Point (lb)5' 6" (Front)N/A 710 -446 Bedroom# 3 Window Support 1 6 - Point (lb)13' 6" (Front)N/A 710 -446 Bedroom# 3 Window Support 2 7 - Uniform (PSF)0 to 5' 6" (Front)3'20.0 -35.0 Snow - Main 8 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)3'20.0 -35.0 Snow - Main 9 - Uniform (PSF)0 to 5' 6" (Front)1'100.0 --Wall - Gable 10 - Uniform (PSF)13' 6" to 18' 11 1/2" (Front)1'100.0 --Wall - Gable 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 Flush (H) FLR Beam 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 12 / 23 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 10/21/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 13 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6280 @ 7 1/2"7455 (3.00")Passed (84%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5981 @ 1' 8 7/8"9878 Passed (61%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9525 @ 3' 11 5/16"18346 Passed (52%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.079 @ 4' 4 5/16"0.188 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.166 @ 4' 3 5/16"0.375 Passed (L/541)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Overhang deflection criteria: LL (2L/480) and TL (2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Beam - LSL 3.00"3.00"2.53"3680 913 2553 7146 Blocking 2 - Stud wall - SPF 5.50"5.50"3.56"2466 341 2822 5629 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 5 1/2"N/A 13.0 ---- 1 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)2' to 8' 5 1/2" (Front)1'80.0 --Wall - Upper Level 3 - Uniform (PSF)2' to 4' (Front)11'20.0 -35.0 Snow - Main 4 - Uniform (PSF)4' to 5' (Front)14'20.0 -35.0 Snow - Main 5 - Uniform (PSF)5' to 8' 5 1/2" (Front)21'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 2' (Front)3'20.0 -35.0 Snow - Monos 7 - Uniform (PSF)0 to 2' (Front)1'20.0 --Wall - Gable 8 - Point (lb)2' (Front)N/A 3090 996 1362 Linked from: Front Porch Flush (H) FLR Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. 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 (V) Flush Beam Left 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 14 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1825 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans) Shear (lbs)772 @ 10 3/4"2498 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1416 @ 1' 6 5/8"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 5/8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 5/8"0.155 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"506 1319 1825 None 2 - Trimmer - SPF 1.50"1.50"1.50"506 1319 1825 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1 1/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1 1/4"21' 3"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 10/21/2020. 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 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 15 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1366 @ 1 1/2"3825 (3.00")Passed (36%)--1.0 D + 1.0 L (All Spans) Shear (lbs)903 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1890 @ 3' 1/8"3431 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.029 @ 3' 1/8"0.192 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.041 @ 3' 1/8"0.289 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 None 2 - Trimmer - SPF 3.00"3.00"1.50"388 978 1366 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)6' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 1/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 1/4"8' 1 1/2"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 10/21/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Front Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 16 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3063 @ 2"5206 (3.50")Passed (59%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3090 @ 8' 6 1/8"8590 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9344 @ 5' 5/8"15953 Passed (59%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.164 @ 4' 11 7/16"0.236 Passed (L/691)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.229 @ 4' 11 7/16"0.473 Passed (L/495)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Beam - SPF 3.50"3.50"2.06"881 2181 3062 Blocking 2 - Stud wall - SPF 5.50"5.50"2.95"1243 3140 4383 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' o/c Bottom Edge (Lu)10' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 9' 11 1/2"N/A 13.0 -- 1 - Uniform (PSF)0 to 2' 9" (Front)4' 3"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)2' 9" to 9' 11 1/2" (Front)16'15.0 40.0 Floor - Upper Level 3 - Point (lb)2' 9" (Front)N/A 90 240 Stairs 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 10/21/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Flush Beam (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 17 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8120 @ 1' 2"13956 (5.50")Passed (58%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)6301 @ 1 3/4"7902 Passed (80%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)-7428 @ 1' 2"11985 Passed (62%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.058 @ 0 0.200 Passed (2L/482)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.137 @ 0 0.200 Passed (2L/204)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/0.2") and TL (2L/0.2"). •Allowed moment does not reflect the adjustment for the beam stability factor. •-232 lbs uplift at support located at 9' 7". Strapping or other restraint may be required. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Column - SPF 5.50"5.50"3.20"4631 1071 3489 9191 Blocking 2 - Column - SPF 5.50"5.50"1.50"-42 -190 825 825/- 232 Blocking 3 - Column - SPF 5.50"5.50"1.50"393 32 511 936 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)18' 6" o/c Bottom Edge (Lu)12' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 18' 6" (Front)3'20.0 -35.0 Snow - Monos 2 - Point (lb)0 (Front)N/A 3680 913 2553 Linked from: Front Porch (V) Flush Beam Left, 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 10/21/2020. 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 (H) Dropped Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 18 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)865 @ 4' 5 1/2"1913 (1.50")Passed (45%)--1.0 D + 1.0 L (All Spans) Shear (lbs)542 @ 3' 8 1/4"2498 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)892 @ 2' 4 3/4"3431 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 2' 4 3/4"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 2' 4 3/4"0.206 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.62"587 1475 2062 Blocking 2 - Hanger on 9 1/4" SPF beam 5.50"Hanger¹1.50"298 756 1054 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LUS28-2 2.00"N/A 6-10d 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 5 1/2"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 11" (Front)7' 6"15.0 40.0 Floor - Main Level 2 - Point (lb)0 (Front)N/A 301 756 Linked from: Stairs (H) Flush Beam, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Stairs (H) Flush Beam 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 19 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10939 @ 4"13956 (5.50")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4608 @ 1' 7 1/2"9310 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20141 @ 7' 6"24258 Passed (83%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.366 @ 7' 6"0.358 Passed (L/470)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.513 @ 7' 6"0.717 Passed (L/335)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - SPF 5.50"5.50"4.31"3139 7800 10939 Blocking 2 - Column - SPF 5.50"5.50"4.31"3139 7800 10939 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 5" o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 14.3 -- 1 - Uniform (PSF)0 to 15' (Front)14'15.0 40.0 Floor - Upper Level 2 - Point (lb)0 (Front)N/A 1457 3600 Linked from: Dining Room Flush Beam, Support 1 3 - Point (lb)15' (Front)N/A 1457 3600 Linked from: Dining Room Flush Beam, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. 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 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 20 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2903 @ 1 1/2"5738 (3.00")Passed (51%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1825 @ 1' 1/4"3746 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3637 @ 2' 9"5147 Passed (71%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.030 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.043 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"1.52"923 1980 -2903 None 2 - Trimmer - SPF 4.50"4.50"1.88"1519 2070 341 3930 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 8" o/c Bottom Edge (Lu)5' 8" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 10.6 ---- 1 - Uniform (PSF)0 to 5' 7 1/2"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 7 1/2"1'90.0 --Wall - Main Level 3 - Point (lb)5' 7 1/2"N/A 554 -341 Linked from: Flex Room Back Window, Support 2 4 - Uniform (PSF)0 to 5' 7 1/2"7'10.0 40.0 -Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. 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 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 21 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1707 @ 0 1913 (1.50")Passed (89%)--1.0 D + 1.0 L (All Spans) Shear (lbs)715 @ 10 3/4"2498 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1316 @ 1' 6 1/2"3431 Passed (38%)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)0.008 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None 2 - Trimmer - SPF 1.50"1.50"1.50"473 1233 1706 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"20'15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Mechanical Room Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 22 / 23 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8629 @ 8' 4 1/2"11419 (4.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7739 @ 7' 3 1/8"7897 Passed (98%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13095 @ 4' 9 9/16"17848 Passed (73%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.120 @ 4' 4 5/8"0.275 Passed (L/828)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.210 @ 4' 4 1/4"0.412 Passed (L/471)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.10"2370 2947 408 5725 None 2 - Trimmer - SPF 4.50"4.50"3.40"3432 5197 520 9149 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 8" o/c Bottom Edge (Lu)8' 8" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 7 1/2"N/A 12.1 ---- 1 - Point (lb)7' 3"N/A 400 1200 -Floor Girder 2 - Uniform (PSF)0 to 7' 3"7' 6"15.0 40.0 -Floor - Main Level 3 - Uniform (PSF)7' 3" to 8' 7 1/2"10'15.0 40.0 -Floor - Main Level 4 - Uniform (PLF)0 to 8' 7 1/2"N/A 90.0 --Wall - Main Level 5 - Point (lb)2' 9"N/A 1467 1382 464 Linked from: Great Room Window, Support 2 6 - Point (lb)6' 9"N/A 2033 2837 464 Linked from: Great Room Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by NH; plan dated 10/21/2020. 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" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 12/16/2020 9:08:41 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 7922 204th Street W, Lakeville, MN Topaz - Savanna 7922 204th Street W, Lakeville, MN 12/16/2020; #24538 Page 23 / 23 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) X01/19/21 KP