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Home My WebLink AboutLA189753 17804 Eclipse Ave 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 4/2/21 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"CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.3' - 6"SEE COLUMN DETAIL SHEET A-501VINYL BOARD AND BATTEN @ FRONT TYP.4" SMARTSIDE TRIM@ WINDOWS & DOORS FRONT TYP.ADDRESS STONE 1' - 0"3' - 0"(4) 8x8x36 CORBELSSMARTSIDE CORNER TRIM @ FRONT TYP.7" / 12"7" / 12"8" / 12"8" 12"6" SMARTSIDE FRIEZE BOARD TYP.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:3/24/2021 8:39:08 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-201OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL1/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONA-202 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 SCHEDULES / DETAILSA-502 DETAILSA-503 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/09/2021shutchins2020 MN BldgCode 24" RETURN TYP.7" 12"8" 12"8" / 12"8" / 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @SIDES & REAR8" 12"8" 12"8" / 12"8" 12"24" RETURN TYP.7" 12"8" / 12"8" / 12"8" / 12"8" / 12"STANDARD ENERGY HEELS @ 8:1218" OVERHANGS & 12" RAKES TYP.8 ROOF VENTS REQUIRED STANDARD ENERGY HEELS @ 7:12W/ 8:12 TO MATCH FASCIA LINE8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"7" / 12"3 ROOF VENTSREQUIRED @ GARAGE 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:3/24/2021 8:39:09 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-202OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL1/8" = 1'-0"A-2023RIGHT ELEVATION1/8" = 1'-0"A-2021REAR ELEVATION1/8" = 1'-0"A-2022LEFT ELEVATION1/8" = 1'-0"A-2024ROOF PLANSecure door closed until deck isconstructed with a separate permit. 9' - 10"18' - 6"30' - 6"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.2x6 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 & SLAB8'-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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.49' - 0"27' - 8"2' - 0"20' - 6"21' - 6"6' - 0"0' - 4"22' - 6"27' - 6"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY.ANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINT6' - 10"12' - 6"50' - 0"15' - 0 1/4"4' - 2 3/4"4' - 2 3/4"6' - 8 1/4"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 6"6' - 10"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY11' - 10"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY19' - 4"3' - 9 1/4"3' - 2 3/4"4' - 10"22' - 4"28' - 4"15' - 0"15' - 0"17' - 0"2' - 0"47' - 0"49' - 0":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.7' - 10"6' - 0"5' - 10"32' - 2"6' - 0"30' - 2"2' - 0"11' - 10"38' - 2"50' - 0"22' - 4"12' - 2"6' - 7 1/2"28' - 2 1/2":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.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.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 CODE:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.34' - 11 1/4"12' - 0 3/4"10' - 2 3/4"9' - 1 1/4"ANCHOR 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 WAY.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY22' - 8"5' - 0"STEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITELEAVE A 12" GAP IN THE FOOTING FOR PLUMBINGTHE 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:3/24/2021 8:39:09 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-401OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL1/4" = 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"30' - 2"2' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING10' - 11"19' - 3"2' - 9"3' - 3"6' - 11"4' - 0"4' - 0"15' - 3"UNEXCAVATEDSET ON 3X SILL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"*ALL DIMENSIONS ARE TOEXTERIOR OF CONCRETE ORSHEATHING, NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLAB0' - 4"49' - 0"72/8 x 6/8R.O. 2' -10" x 6' -11"BEDROOM #5SUMPR & SH.11' - 5"4' - 4"6' - 7"32/4 x 6/8R.O. 2' -6" x 6' -11"48" F.G. SHWR4'-6" VANITYBATHFURNACEAIR EX.6' - 0"5' - 10"35' - 2"22' - 4"2' - 9"3' - 3"2' - 0"20' - 6"21' - 6"6' - 0"22' - 6"27' - 6"19' - 4"27' - 8"CO DET.SMOKEDET.3-14" LVL FLUSH2-2x105x5 PSLANCHOR 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.2-2x107' - 6"2' - 6"9' - 4"9' - 3"4' - 9"124/0 x 6/8R.O. 4' -2" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"12' - 6"6' - 10"15' - 0"15' - 0"17' - 0"2' - 0"47' - 0" (BRACED WALL PANEL LINE SPACING)49' - 0"28' - 4"50' - 0"38' - 2"11' - 10"50' - 0"6' - 0"5' - 10"32' - 2"6' - 0"7' - 10"8' - 6"8' - 6"7' - 6"7' - 6"10' - 0"5' - 0"146/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"3-2x10 W/2 TRIMMERS2' LINEN2x632' - 0" (BRACED WALL PANEL LINE SPACING)4' - 0" B.W.P.2' - 8" B.W.P.2' - 0" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.2' - 8" B.W.P.19'-6" OF BRACED WALL REQUIRED19'-6" OF BRACED WALL REQUIRED3-2x105x5 PSL2-2x102-2x10ANCHOR BOLTS TO EACH SIDE OF BEARING POINTANCHOR BOLTS TO EACH SIDE OF BEARING POINTSTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITESTEP FOOTING & FOUNDATIONWALL PER GRADE,VERIFY ON SITEFAMILY ROOM7' - 8"4' - 6"FLOOR GIRDERCS-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 NOTES3-9 1/2" LSL3 TRIMMERS2 TRIMMERS2-2x10 FLUSH4-2x63-2x6104836 PIC TEMP.R.O. 4' -0" x 3' -0"H.H. 11' -5"224-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"83648 SLR.O. 3' -0" x 4' -0"H.H. 6' -10"83648 SLR.O. 3' -0" x 4' -0"H.H. 6' -10"126048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"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:3/24/2021 8:39:09 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-402OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL1/4" = 1'-0"A-4021LOWER FLOOR PLAN DN 3RUP 17RDN 16RDN 3R47' - 0" (BRACED WALL LINE SPACING)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 & CEILINGR-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISE1616' x 8' O.H. GARAGE DOOR20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING17' - 0"15' - 0"15' - 0"GARAGE20" FLOOR TRUSSESPER MFG. SPACING28' - 0"4' - 0"4' - 6"22' - 6"27' - 6"50' - 0"FOYERGREAT ROOMDININGEQEQ6' - 0"10' - 0"RAILING 15' - 3"4' - 0"4' - 0"6' - 9"6' - 0"5' - 10"0' - 10"34' - 4"SEE COLUMN DETAIL A-501ATTICACCESS20' - 6"2' - 0"18' - 6"30' - 6"6' - 0"32' - 0"6' - 0"6' - 0"5' - 3"1' - 9"12' - 0"7' - 4 1/4"2' - 6"9' - 1 3/4"32/4 x 6/8R.O. 2' -6" x 6' -11"4' - 1"0' - 8"4' - 0"MECH CHASE17' - 6"10' - 6"DBL. FRAMED WALLFOR REFG. RECESS 39"x73" OVEN /MICRO5' - 6"1' - 3"3' - 9"4' - 9"6' - 9"2' - 2"1' - 8"3' - 10"7' - 0"PANTRYCLOSETFLEX ROOM36" GASCOOKTOPW/ WOOD HOOD ABOVESET F.P. @ 12"A.F.F NO HEARTH 2' - 11"13' - 1"6' - 0"2' - 9"3' - 3"9' - 0"8' - 0"7' - 6"7' - 6"2' - 0"8' - 0"5' - 0"1' - 0"8' - 9"8' - 0"0' - 9"FLOOR GIRDER22' - 0"6' - 0"KITCHENPOWDERR & SH.5x5 PSLGIRDER TRUSSGIRDER TRUSS158' x 8' O.H. GARAGE DOOR3-16" LVL2-2x102-2x102-2x102-2x10 W/ 2 TRIMMERS2-2x122-2x122-2x10 W/2 TRIMMERS2-2x10 FLUSH2-2x10FLUSH2-11 7/8" LSLFLUSHMFG. ROOF TRUSSES@ 24" O.C.B.W.P.4' - 0"B.W.P.8' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 6"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.1' - 6"B.W.P.2' - 3"B.W.P.2' - 3"PORTAL FRAME W/ HOLD-DOWNS PORTAL FRAME W/ HOLD-DOWNS B.W.P.12' - 0"B.W.P.4' - 0"R-38 INSULATION INFLOOR ABOVE SMOKEDET.2-2x102-2x106'-10" ABOVE LANDING102/8 x 6/8 S.R.O.RECYCLE2' - 10"9' - 4"MUD ROOM19' - 0"3-14" LVL FLUSH11' - 6"7' - 0"32/4 x 6/8R.O. 2' -6" x 6' -11"49' - 0"4' - 9"6' - 9"WALL ABOVE BEARINGON FLOOR TRUSSES 5' - 0"7' - 8"2' - 0"GAS F.P.B.W.P.3' - 0"B.W.P.3' - 0"32/4 x 6/8R.O. 2' -6" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.102/8 x 6/8 FULL VIEWR.O. 2' -10" x 6' -11"4' - 7"9' - 0"49' - 0"10' - 9"6' - 10"9' - 7"2' - 10"2' - 9"3' - 3"1' - 0"5' - 0"2' - 0"30' - 0"12' - 0"38' - 0"50' - 0"4' - 0 3/4"END PANEL28' - 0"B.W.P.4' - 0"3-9 1/2" LSL DROPPED2-11 7/8" LVL FLUSH2-9 1/2" LSLFLUSH2-11 7/8' LSL2'-6" VANITYU.C. LIGHTSU.C. LIGHTSU.C. LIGHTSU.C. LIGHTS16" SH.12" SH.32/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.BENCH W/BEAD BD.& HOOKS0' - 3" TYP.3-11 7/8" LSL4-20" LVL FLUSH5x5 PSL5x5 PSL5x5 PSL2-9 1/2" LSL DROPPEDHGUS410LUS28-2B.W.P.2' - 8"2-2x10 W/2 TRIMMERS B.W.P.2' - 0"(3) ADDITIONAL DISC LIGHTS INGREAT ROOMU.C. LIGHTSSOFT CLOSE DRAWERS5x7 PSL4-2x6HIP GIRDER SPECIAL ORDER HANGER:MGU3.63-SDS (H=9.25")WITH RIGHT FLANGECONCEALED3-11 7/8" LSL CONT. 5x5 PSLMFG. ROOF TRUSSES@ 24" O.C.11' - 1 1/2"113/0 x 6/8KNEE WALL W/ 14" PAINTED SPINDLES92/8 x 6/8 FULL VIEWWING WALLSAND PANELING CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x10 CONT.2-2x104 TRIMMERS3 TRIMMERS2-2x6114848 PICR.O. 4' -0" x 4' -0"H.H. 12' -6 3/4"73618 AWN FIXEDR.O. 3' -0" x 1' -6"H.H. 8' -0"73618 AWN FIXEDR.O. 3' -0" x 1' -6"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"13P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"93672-2W SHR.O. 6' -0" x 6' -0"H.H. 8' -0"93672-2W SHR.O. 6' -0" x 6' -0"H.H. 8' -0"73618 AWN FIXEDR.O. 3' -0" x 1' -6"H.H. 6' -10"63048 SHR.O. 2' -6" x 4' -0"H.H. 6' -10"82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"46' - 0" (BRACED WALL LINE SPACING)46' - 0"20' - 0" (BRACED WALL LINE SPACING)27' - 0" (BRACED WALL LINE SPACING)14' - 0" (BRACED WALL LINE SPACING)32' - 0" (BRACED WALL LINE SPACING)CS-PFCS-PFCS-PFCS-PFCS-PFCS-PFCS-PF20" FLOOR TRUSSESPER MFG. SPACING1/4" = 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:3/24/2021 8:39:10 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-403OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL CS-PF detail A-502 CS-PF detail A-502Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. CS-PF detail A-502PFHPFHPFH DN 17R17' - 0"15' - 0"10' - 0"6' - 0"5' - 10"30' - 2"CO DET.SMOKEDET.SMOKEDET.SMOKEDET.52/6 x 6/8R.O. 2' -8" x 6' -11"SMOKEDET.R & SH.OWNER'SCLOSETEN SUITEOWNER'S SUITEBEDROOM #2HALLBEDROOM #32' - 8"5' - 3"3' - 7 1/2"2' - 8"3' - 8 1/2"2' - 1"14' - 0"12' - 8 1/2"4' - 0"4' - 0"15' - 3"42' - 0" (BRACED WALL LINE SPACING)14' - 10 1/4"1' - 1 1/4"1' - 4 3/4"3' - 11 3/4"4' - 3"3' - 8 1/2"2' - 4 1/4"2' - 10 1/4"7' - 6"7' - 7 1/4"9' - 4 3/4"7' - 6"7' - 6"16' - 9"19' - 3"11' - 1"28' - 11"14' - 10"3' - 5"6' - 7 1/4"3' - 7 3/4"8' - 2"5' - 4"R & SH.TYP.2' - 0"2-2x102-2x103-2x10 W/ 2 TRIMMERS2-2x102-2x6 EA. SIDEMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"ATTICACCESSWALL BEARING ONTRUSSES BELOW10'-10" ABOVE LANDING2' - 0"36' - 0"6' - 0"10' - 1"9' - 3"6' - 0"48" F.G. SHWR3' VANITY17' - 6"13' - 6"11' - 0"42' - 0" (BRACED WALL LINE SPACING)62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"KNEE WALL W/14" PAINTED SPINDLES 62/6 x 6/8 PKTR.O. 5' -2" x 6' -11"8'-0" VANITY52/6 x 6/8R.O. 2' -8" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"5' TUB/SHWR42/4 x 6/8 PKTR.O. 4' -10" x 6' -11"32/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.R & SH.CLOSET8' - 9"8' - 9"4' - 4"4' - 7"4' - 7"5' - 3"5' - 9"52/6 x 6/8R.O. 2' -8" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"LAUNDRYBEDROOM #432/4 x 6/8R.O. 2' -6" x 6' -11"CLOSETR & SH.7' VANITY6' - 0"40' - 0"BATH2' - 0"SMOKEDET.B.W.P.2' - 8"B.W.P.2' - 8"2-9 1/2" LSL W/ 2 TRIMMERS 2-2x102-2x1046' - 0"32/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"52/6 x 6/8R.O. 2' -8" x 6' -11"22/4 SHWR DR.2' - 10"SEATSHELFTILE SHOWERFAN8' - 0"PAINTED WHITE CABINETS42" WALL W/GLASS PANELWASHERDRYERL.T.MFG. ROOF TRUSSES@ 24" O.C.11/6 x 6/8R.O. 1' -8" x 6' -11"136/0 x 6/8R.O. 6' -2" x 6' -11"R & SH.BATH2x62x6LINEN6' FREESTANDING TUBCS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES2-2x10126048 SLR.O. 5' -0" x 4' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"42424 AWNR.O. 2' -0" x 2' -0"H.H. 6' -10"324-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"13636 PICR.O. 3' -0" x 3' -0"H.H. 6' -10"324-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"224-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"52424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 5' -8 7/8"40' - 0" (BRACED WALL LINE SPACING)46' - 0"40' - 0" (BRACED WALL LINE SPACING)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:3/24/2021 8:39:10 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-404OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL1/4" = 1'-0"A-4041UPPER FLOOR PLANTempered 1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL6x6 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"2x6 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:3/24/2021 8:39:10 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-501OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XLWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT1 WINDSOR NEXT DIMENSION 1 3636 PIC 3' - 0" 3' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 2 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"4 WINDSOR NEXT DIMENSION 2 2424 AWN 2' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 5' - 8 7/8"6 WINDSOR NEXT DIMENSION 1 3048 SH 2' - 6" 4' - 0" 6' - 10"7 WINDSOR NEXT DIMENSION 3 3618 AWN FIXED 3' - 0" 1' - 6"8 WINDSOR NEXT DIMENSION 2 3648 SL 3' - 0" 4' - 0" 6' - 10"9 WINDSOR NEXT DIMENSION 2 3672-2W SH 6' - 0" 6' - 0" 8' - 0"10 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 11' - 5"11 WINDSOR NEXT DIMENSION 1 4848 PIC 4' - 0" 4' - 0" 12' - 6 3/4"12 WINDSOR NEXT DIMENSION 2 6048 SL 5' - 0" 4' - 0" 6' - 10"13 WINDSOR NEXT DIMENSION 8 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"NOTE: EXTERIOR WINDOW FINISH -BLACK1/2" = 1'-0"A-5018TYP. COLUMNROOM FINISH SCHEDULEFLOOR ROOM NAME FLOORING AREA PLATE HEIGHT COMMENTSLOWER FLOOR PLAN MECHANICAL / STORAGE 153 SF 8' - 2"LOWER FLOOR PLAN STAIRS84 SF 8' - 2"LOWER FLOOR PLAN BEDROOM #5 CARPET 173 SF 8' - 2" .LOWER FLOOR PLAN FAMILY ROOM CARPET 677 SF 8' - 2" .LOWER FLOOR PLAN BATH VINYL 62 SF 8' - 2" .MAIN FLOOR GARAGE 614 SF 10' - 9 3/8"MAIN FLOOR STAIRS88 SF 9' - 1 1/8"MAIN FLOOR FLEX ROOM CARPET 126 SF 9' - 1 1/8" .MAIN FLOOR PORCH CONCRETE 125 SF 9' - 1 1/8" .MAIN FLOOR FOYER LAMINATE 85 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM LAMINATE 281 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN LAMINATE 233 SF 9' - 1 1/8" .MAIN FLOOR POWDER LAMINATE 39 SF 9' - 1 1/8" .MAIN FLOOR PANTRY VINYL 25 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 29 SF 9' - 1 1/8" .MAIN FLOOR MUD ROOM VINYL 63 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 192 SF 9' - 1 1/8" .UPPER FLOOR BATH42 SF 8' - 1 1/8"UPPER FLOOR CLOSET28 SF 8' - 1 1/8"UPPER FLOOR OWNER'S CLOSET CARPET 71 SF 8' - 1 1/8" .UPPER FLOOR OWNER'S SUITE CARPET 241 SF 8' - 1 1/8" 12" BOX VAULTUPPER FLOOR BEDROOM #2 CARPET 234 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 118 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #3 CARPET 161 SF 8' - 1 1/8" .UPPER FLOOR BEDROOM #4 CARPET 196 SF 8' - 1 1/8" .UPPER FLOOR CLOSET CARPET 35 SF 8' - 1 1/8" .UPPER FLOOR EN SUITE TILE 170 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 96 SF 8' - 1 1/8" .DOOR SCHEDULEDOOR TYPE DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 1/6 x 6/8 1' - 8" 6' - 11" 12 2/4 SHWR DR.13 2/4 x 6/8 2' - 6" 6' - 11" 104 2/4 x 6/8 PKT 4' - 10" 6' - 11" 15 2/6 x 6/8 2' - 8" 6' - 11" 66 2/6 x 6/8 PKT 5' - 2" 6' - 11" 27 2/8 x 6/8 2' - 10" 6' - 11" 38 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 19 2/8 x 6/8 FULL VIEW110 2/8 x 6/8 FULL VIEW 2' - 10" 6' - 11" 110 2/8 x 6/8 S.R.O.111 3/0 x 6/8112 4/0 x 6/8 4' - 2" 6' - 11" 113 6/0 x 6/8 6' - 2" 6' - 11" 114 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 115 8' x 8' O.H. GARAGE DOOR116 16' x 8' O.H. GARAGE DOOR11/2" = 1'-0"A-5011BEARING WALL SECTION1/2" = 1'-0"A-5012GARAGE CEILING FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER 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 PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECKALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.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:3/24/2021 8:39:11 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-502OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: 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 EDGES(ONLY WHEN REQUIRED BY CODE)INSULATION & 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 PLANSTHE 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:3/24/2021 8:39:11 AMTHE ULAMA RESIDENCEL18, B7 - PHEASANT RUN 5th ADD'N17804 ECLIPSE AVENUELAKEVILLE, MN 55044A-503OTT1581.19.21 CB169913009763.15.21 TP8.25.20 ML8'-1 1/8"9'-1 1/8"8'-4" POUR3975THE MAVERICK XL3/8" = 1'-0"A-5031TYP. WALL SECTION1/2" = 1'-0"A-5032TYP. WALKOUT SECTION1/2" = 1'-0"A-5033TYP. LOOKOUT SECTION1/2" = 1'-0"A-5034TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5035TYP. HOUSE/GARAGE WALL Upper Level Member Name Results Current Solution Comments Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Owner's Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Main Level Member Name Results Current Solution Comments Flush Dining (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Mud/Flex (V)Passed 4 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Flush Foyer (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Great Window Rear Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flex Window Rear Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 8' Garage Door Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Flush Front Porch (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Flush Front Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Front Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Front Porch (H)Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Foyer Entry Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Window Side Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Family Window Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 17804 Eclipse Ave, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 1 / 22 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 plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 2 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1431 @ 0 1913 (1.50")Passed (75%)--1.0 D + 1.0 S (All Spans) Shear (lbs)292 @ 10 3/4"2872 Passed (10%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)805 @ 1' 1 1/2"3946 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.003 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"525 906 1431 None 2 - Trimmer - SPF 1.50"1.50"1.50"525 906 1431 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 3" o/c Bottom Edge (Lu)2' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 3"23'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 3 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4251 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2923 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6564 @ 3' 4"11985 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.098 @ 3' 4"0.214 Passed (L/788)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.155 @ 3' 4"0.321 Passed (L/497)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None 2 - Trimmer - SPF 3.00"3.00"1.68"1568 2683 4251 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 8" o/c Bottom Edge (Lu)6' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 8"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 8"23'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Stairs Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 4 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6040 @ 4"20934 (5.50")Passed (29%)--1.0 D + 1.0 L (All Spans) Shear (lbs)4665 @ 1' 7 1/2"13965 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)20363 @ 7' 5 15/16"36387 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.245 @ 7' 6"0.358 Passed (L/703)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.346 @ 7' 6"0.717 Passed (L/498)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.59"1764 4276 6040 None 2 - Trimmer - SPF 5.50"5.50"1.56"1737 4204 5941 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' o/c Bottom Edge (Lu)15' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 15'N/A 21.5 -- 1 - Uniform (PSF)0 to 2' (Front)15'15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)2' to 15' (Front)14'15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Dining (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 5 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)16922 @ 4"27913 (5.50")Passed (61%)--1.0 D + 1.0 S (All Spans) Shear (lbs)13653 @ 2' 1 1/2"30590 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)87514 @ 11'108474 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.487 @ 11'0.533 Passed (L/525)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.840 @ 11'1.067 Passed (L/305)--1.0 D + 1.0 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. •Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"3.33"7104 440 9818 17362 None 2 - Trimmer - SPF 5.50"5.50"3.33"7104 440 9818 17362 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)22' 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 40.8 ---- 1 - Uniform (PSF)0 to 22' (Front)23'20.0 -35.0 Snow - Main 2 - Uniform (PSF)0 to 22' (Front)1'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 22' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 22' (Front)2' 6"20.0 -35.0 Snow - Lower Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Mud/Flex (V) 4 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 6 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4224 @ 9' 8"13956 (5.50")Passed (30%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2931 @ 8' 6 5/8"8590 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8632 @ 5' 3 1/4"15953 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.147 @ 5' 1 1/16"0.233 Passed (L/761)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.206 @ 5' 1 1/16"0.467 Passed (L/544)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"813 1995 2808 None 2 - Trimmer - SPF 5.50"5.50"1.66"1199 3025 4224 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' o/c Bottom Edge (Lu)10' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10'N/A 13.0 -- 1 - Uniform (PSF)0 to 3' (Front)4' 6"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)3' to 10' (Front)16'15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Foyer (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 7 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5306 @ 7' 6"11419 (3.00")Passed (46%)--1.0 D + 1.0 L (Adj Spans) Shear (lbs)2955 @ 8' 5"10308 Passed (29%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)2115 @ 9' 1 3/16"15633 Passed (14%)1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in)0.009 @ 9' 4 15/16"0.125 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.017 @ 9' 4 15/16"0.188 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"1064 544/-56 459 2067/- 56 None 2 - Trimmer - SPF 3.00"3.00"1.50"605 1350 -75 1955/- 75 None 3 - Trimmer - SPF 3.00"3.00"1.50"2669 2637 648 5954 None 4 - Trimmer - SPF 1.50"1.50"1.50"912 1057/-56 203 2172/- 56 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 3" o/c Bottom Edge (Lu)11' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 3"N/A 15.6 ---- 1 - Point (lb)8' 9"N/A 800 1200 -Floor Girder 2 - Uniform (PSF)0 to 8' 9"7' 6"15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)8' 9" to 11' 3"12'15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)0 to 11' 3"N/A 80.0 --Wall - Upper Level 5 - Point (lb)0 N/A 710 -446 Linked from: Bedroom #2 Window, Support 1 6 - Point (lb)8'N/A 710 -446 Linked from: Bedroom #2 Window, Support 2 7 - Uniform (PLF)8' to 11' 3"N/A 160.0 -105.0 Snow - Gable End All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Window Rear 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 8 / 22 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 9 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10631 @ 1 1/2"11419 (3.00")Passed (93%)--1.0 D + 1.0 S (All Spans) Shear (lbs)9976 @ 1' 2 7/8"13622 Passed (73%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)28192 @ 3'30788 Passed (92%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.090 @ 3'0.208 Passed (L/836)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.161 @ 3'0.313 Passed (L/465)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.79"4988 1267 5643 11898 None 2 - Trimmer - SPF 3.00"3.00"2.33"4009 493 4858 9360 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 18.2 ---- 1 - Uniform (PSF)0 to 3'11'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3'N/A 80.0 --Wall - Upper Level 3 - Uniform (PLF)0 to 6' 6"N/A 100.0 --Wall - Gable 4 - Uniform (PSF)0 to 3'3'20.0 -35.0 Snow - Main 5 - Uniform (PSF)3' to 6' 6"3'20.0 -35.0 Snow - Lower 6 - Point (lb)3'N/A 7104 440 9818 Linked from: Flush Mud/Flex (V), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flex Window Rear 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 10 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1951 @ 1 1/2"7613 (3.00")Passed (26%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1662 @ 1' 2 7/8"9878 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7929 @ 8' 4 1/2"18346 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.325 @ 8' 4 1/2"0.550 Passed (L/608)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.542 @ 8' 4 1/2"0.825 Passed (L/366)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"779 1172 1951 None 2 - Trimmer - SPF 3.00"3.00"1.50"779 1172 1951 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 7" 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"4'20.0 35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 11 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14679 @ 3 3/4"20672 (5.25")Passed (71%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)14308 @ 1' 9 1/4"18354 Passed (78%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)42023 @ 3' 3"53672 Passed (78%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.086 @ 4' 3 5/8"0.283 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.172 @ 4' 3 9/16"0.425 Passed (L/592)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.25"5.25"3.73"7405 2487 7211 17103 None 2 - Trimmer - SPF 6.00"6.00"2.54"4647 1313 5002 10962 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 1" o/c Bottom Edge (Lu)9' 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 9' 2 1/4"N/A 24.5 ---- 1 - Point (lb)3' 3"N/A 10142 3800 9265 Linked from: GT2, Support 1 2 - Uniform (PSF)0 to 3' 3"4'20.0 -35.0 Snow - Garage 3 - Uniform (PSF)3' 3" to 9' 2 1/4"12'20.0 -35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 12 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3185 @ 11' 2 1/2"3938 (1.50")Passed (81%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2631 @ 10' 2 5/8"9081 Passed (29%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)9016 @ 5' 7 9/16"20525 Passed (44%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.092 @ 5' 8 1/16"0.276 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.227 @ 5' 8 1/8"0.552 Passed (L/583)--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. • 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 - Trimmer - LSL 3.50"3.50"1.50"2019 650 1194 3863 None 2 - Hanger on 11 7/8" LSL beam 3.50"Hanger¹1.50"2017 550 1221 3788 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 3" o/c Bottom Edge (Lu)11' 3" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d •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)0 to 11' 2 1/2"N/A 12.1 ---- 1 - Uniform (PSF)0 to 7' (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)7' to 11' 6" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 11' 6" (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PLF)0 to 11' 6" (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 11' 6" (Front)5'20.0 -35.0 Snow - Main 6 - Uniform (PSF)0 to 11' 6" (Front)1'20.0 -35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Front Porch (H) 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 13 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5353 @ 1' 2 5/8"13046 (5.25")Passed (41%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2977 @ 2' 2 3/4"7902 Passed (38%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)3698 @ 2' 6"11985 Passed (31%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.020 @ 3' 5 13/16"0.124 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.048 @ 3' 5 15/16"0.247 Passed (L/999+)--1.0 D + 0.75 L + 0.75 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 5.25"5.25"2.15"2839 616 2513 5968 Blocking 2 - Trimmer - SPF 5.50"5.50"1.50"848 360/-6 375 1583/-6 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 2' 6" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)2' 6" to 6' 6" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 6' 6" (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 2' 6" (Front)1'20.0 -35.0 Snow - Porch 5 - Uniform (PSF)0 to 2' 6" (Front)17' 6"20.0 -35.0 Snow - Main 6 - Point (lb)2' 6" (Front)N/A 2017 550 1221 Linked from: Flush Front Porch (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Front Porch (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 14 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6417 @ 5 1/4"6417 (2.04")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)6322 @ 1' 2 3/4"7902 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)10069 @ 3' 7 7/8"11985 Passed (84%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.151 @ 3' 10 5/8"0.233 Passed (L/553)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.276 @ 3' 10 5/16"0.349 Passed (L/303)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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 9 1/2" LSL beam 5.25"Hanger¹2.04"3247 651 3218 7116 See note ¹ 2 - Trimmer - SPF 5.50"5.50"2.30"2502 249 3331 6082 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 1" o/c Bottom Edge (Lu)7' 4" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A •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 1/4" to 7' 9"N/A 10.4 ---- 1 - Uniform (PSF)1' 6" to 7' 9" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)1' 6" to 7' 9" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)1' 6" to 7' 9" (Front)23'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 1' 6" (Front)2'20.0 -35.0 Snow - Porch 5 - Uniform (PSF)1' 6" to 7' 9" (Front)1'20.0 -35.0 Snow - Porch 6 - Point (lb)1' 6" (Front)N/A 2019 650 1194 Linked from: Flush Front Porch (H), Support 1 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 15 / 22 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 16 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7868 @ 1'20934 (5.50")Passed (38%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)6461 @ 10' 9 1/4"11854 Passed (55%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)6816 @ 12' 10 3/8"17977 Passed (38%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.069 @ 13' 6 3/16"0.259 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.088 @ 0 0.200 Passed (2L/274)--1.0 D + 1.0 S (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Overhang deflection criteria: LL (2L/360) and TL (2L/0.2"). •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 - Column - SPF 5.50"5.50"2.07"3787 749/-86 4081 8617/- 86 Blocking 2 - Column - SPF 5.50"5.50"1.93"3790 1034/-145 3573 8397/- 145 Blocking 3 - Column - SPF 5.50"5.50"1.50"2367 799 1628 4794 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)19' o/c Bottom Edge (Lu)19' 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 19'N/A 15.6 ---- 1 - Uniform (PSF)0 to 11' 3" (Front)3'20.0 -35.0 Snow - Porch 2 - Uniform (PSF)11' 3" to 19' (Front)2'20.0 -35.0 Snow - Porch 3 - Uniform (PSF)11' 3" to 19' (Front)3' 6"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)11' 3" to 19' (Front)N/A 80.0 --Wall - Upper Level 5 - Uniform (PLF)11' 3" to 19' (Front)N/A 100.0 --Wall - Gable 6 - Uniform (PSF)11' 3" to 19' (Front)5'20.0 -35.0 Snow - Main 7 - Point (lb)11' 3" (Front)N/A 2839 616 2513 Linked from: Flush Front Porch (V), Support 1 8 - Point (lb)0 (Front)N/A 3247 651 3218 Linked from: Drop Front Porch (V), Support 1 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 17 / 22 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 18 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)834 @ 0 1913 (1.50")Passed (44%)--1.0 D + 1.0 L (All Spans) Shear (lbs)397 @ 10 3/4"2498 Passed (16%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)712 @ 1' 8 1/2"3431 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.005 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"236 598 834 None 2 - Trimmer - SPF 1.50"1.50"1.50"236 598 834 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 5"8' 9"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Entry Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 19 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2392 @ 1 1/2"3825 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans) Shear (lbs)997 @ 1' 1/4"2872 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1805 @ 1' 9"3946 Passed (46%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.007 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.012 @ 1' 9"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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"1.88"984 70 1409 2463 None 2 - Trimmer - SPF 3.00"3.00"1.88"984 70 1409 2463 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 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 3' 6"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 6"1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 6"23'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Window Side 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 20 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8710 @ 8' 4 1/2"11419 (3.00")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)7424 @ 7' 5 1/2"10308 Passed (72%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)11716 @ 5' 5 9/16"15633 Passed (75%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.177 @ 4' 4 3/8"0.275 Passed (L/559)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.290 @ 4' 5"0.412 Passed (L/341)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1526 2767 79 4372 None 2 - Trimmer - SPF 3.00"3.00"2.29"3665 5045 494 9204 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 Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 15.6 ---- 1 - Uniform (PSF)0 to 7' 9"7' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)7' 9" to 8' 6"10'15.0 40.0 -Floor - Main Level 3 - Point (lb)7' 9"N/A 800 1200 -Floor Girder 4 - Point (lb)3'N/A 605 1350 -75 Linked from: Great Window Rear, Support 2 5 - Point (lb)6' 9"N/A 2669 2637 648 Linked from: Great Window Rear, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Window 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 21 / 22 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 Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.52"923 1980 2903 None 2 - Trimmer - SPF 3.00"3.00"1.52"923 1980 2903 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"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 plan dated 1/19/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/25/2021 8:41:26 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 17804 Eclipse Ave, Lakeville, MN Topaz - Maverick XL 17804 Eclipse Ave, Lakeville, MN 2/25/21; #24688 Page 22 / 22 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) 04/14/21 KP X