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Home My WebLink AboutLA191677 19828 Harvest Dr 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 5/21/21 DM 6th 1" Water Meter RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM TYP.6" BUMP-OUT GABLE END W/ CEDAR BOARD & BATTEN ADDRESS STONE (3) 6"x6"x30" CORBELS VINYLLAP SIDING8" SMARTSIDEFRIEZE BD.3' - 7 7/8"SEE COLUMN DETAIL SHEET A-5018" / 12"8" / 12"6" / 12"5" / 12"5" / 12"10" 12"10" 12"6" 12"5' - 6"4' - 6"3' - 6"6" 12"4" SMARTSIDE WINDOW & DOOR TRIM TYP @ FRONT 24" RETURN TYP.8" 12"5" 12"10" / 12"10" / 12"10" / 12"7" / 12"4" 12"MAIN FLOOR1' -8 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @SIDES & REAR 7" 12"4" / 12"8" / 12"8" / 12"4" / 12"6" 12"GREAT ROOM PLATE11' -9 3/8"OWNER'S SUITE FLOOR13' -6 1/8"OWNER'S SUITE PLATE21' -7 1/4"10' - 1 1/8"8' - 1 1/8"24" RETURN TYP.10" / 12"10" / 12"6" / 12"7" / 12"8" 12"4" 12"6" 12"6" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:5/21/2021 10:12:08 AMTHE SCEARCY RESIDENCEL3, B4 -BERRES RIDGE 6TH19828 HARVEST DRIVELAKEVILLE, MN 55044A-201OTT2063.29.21 TB1793198516844.26.21 CB4.28.21 CB5.19.21 CB3.2.21 TP8'-1 1/8"9'-1 1/8"8'-4"THE BROOKE54621/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012LEFT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014RIGHT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 ROOF/ SCHEDULES/ DETALSA-502 DETAILSConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode06/04/2021dmathews(First Fixture Branch) 19' - 10"1' - 10"2' - 0"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION12' - 7 1/4"3' - 10 3/4"3' - 10 3/4"17' - 9 1/4"7' - 6 3/4"7' - 10 1/4"3' - 11"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.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 0"38' - 2"5' - 10"50' - 2"19' - 4"2' - 0"24' - 0"30' - 0"7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATIONSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE4' - 0"56' - 0"3' - 11 1/4"15' - 10 3/4"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY1' - 0"23' - 8"56' - 0"48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODELEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 64' - 0"19' - 0"16' - 0"13' - 6"15' - 6"64' - 0"19' - 6"40' - 0"4' - 6"9' - 6"20' - 0"10' - 6"0' - 7 1/2"8' - 3" M.O.0' - 7 1/2"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"0' - 7 1/2"8' - 3" M.O.1' - 7 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.:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.6' - 0"18' - 0 1/4"6' - 3 3/4"15' - 8 3/4"14' - 0 1/2"15' - 2 3/4"32' - 1 1/4"2' - 7 1/2"7' - 0 1/4"2' - 0 1/4"5' - 0"15' - 2 3/4"13' - 9 1/4"7' - 9 1/4"2' - 6"3' - 6"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"22' - 0"29' - 0"1' - 0"5' - 9 1/4"16' - 2 3/4"5' - 0"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY18' - 0 1/4"6' - 3 3/4"6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)2' - 4 1/2"M.O.3' - 3"16' - 4 1/2"44' - 8"60" x 60" x 12" CONCRETE FTG.W/ (7) #5 REBAR EACH WAYØ16"Ø22"Ø26"Ø24"Ø14"Ø26"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:5/21/2021 10:12:09 AMTHE SCEARCY RESIDENCEL3, B4 -BERRES RIDGE 6TH19828 HARVEST DRIVELAKEVILLE, MN 55044A-401OTT2063.29.21 TB1793198516844.26.21 CB4.28.21 CB5.19.21 CB3.2.21 TP8'-1 1/8"9'-1 1/8"8'-4"THE BROOKE54621/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Off Building Pad, 1,500 psfsoil assumed, 25" minimumfor header plan 5000# load.Off Building Pad, 1,500 psfsoil assumed, 18" minimumfor header plan 2500# load. UP 16RUP TO DECKUNEXCAVATEDUNEXCAVATEDSET ON 3X SILL3-14" LVL FLUSHFULL LENGTH 0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB2x612/4 x 6/8R.O. 2' -6" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"155/0 x 6/8R.O. 5' -2" x 6' -11"16" SH.72/8 x 6/8R.O. 2' -10" x 6' -11"R & SH.4' VANITY9' - 0"5' - 10"4' - 6"MECHANICALBATHBEDROOM #4FAMILY ROOMGAME ROOMFURNACEW. H.F. D.SUMPAIR EX.3' - 4"4' - 4"7' - 4"4' - 0"(5)16' - 6"21' - 8"38' - 2"12' - 0"5' - 10"50' - 2"19' - 4"CANT. JOIST2' - 0"1' - 10"19' - 10"19' - 6"4' - 6"41' - 0"18' - 6"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2-9 1/2" LSL2 TRIMMERS EA. SIDE 2-2x103-2x62-2x104-2x6*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING2-9 1/2" LSLCS-WSP4' - 0" B.W.P.5' - 9"6' - 3"3' - 8"9' - 4"12' - 10"3' - 8"3' - 8"18' - 0"2-2x10CO DET.SMOKEDET.SMOKEDET.5x5 PSL 3-2x6 2-2x104' - 0"10' - 6"20' - 0"10' - 6"1' - 0"5x7 PSL48" F.G. SHWR64' - 0"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.3' - 5 1/2"2' - 0"7' - 1 3/4"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 NOTES18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2' - 0"STORAGEEQEQGAS F.P.5' - 0"114836 PIC TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"124-48-2448 SLR.O. 8' -0" x 4' -0"H.H. 6' -10"36" REFSINKWET BAR42/6 x 6/8R.O. 2' -8" x 6' -11"56' - 0"2' - 0"24' - 0"30' - 0"2' - 0"22' - 0"29' - 0"1' - 0"64' - 0"19' - 0"16' - 0"13' - 6"15' - 6"7' - 6"11' - 6"8' - 0"8' - 0"0' - 2 3/4"12' - 10 1/2"2' - 7 1/2"0' - 3 1/4"6' - 9"2' - 0 1/4"4' - 8 3/4"0' - 3 1/4"15' - 2 3/4"6' - 0"7' - 9 1/4"14' - 0"34' - 8 3/4"14' - 0 1/2"15' - 2 3/4"15' - 2"2' - 10"5' - 0"3' - 6"3' - 0"3' - 1 1/2"8' - 0"186/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"2x642/6 x 6/8R.O. 2' -8" x 6' -11"3-2x6 6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)44' - 8"155/0 x 6/8R.O. 5' -2" x 6' -11"BAR AREA18" FLOOR TRUSSESPER MFG. SPACING6' - 0"136042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"7' - 9"7' - 9"DUAL ZONE HEATING 0' - 4"4-2x62-2x10TRT'D 2x10'S@ 16" O.C.TRT'D 2x10'S@ 16" O.C.3-2x10 TRT'D4-2x10 TRT'D5 1/4" x 9 5/8" TRT'D GLULAM2-2x10 TRT'D2-2x102-2x1056' - 0"DECK ABOVESCREEN PORCH ABOVE19' - 0" (BRACED WALL LINE SPACING)16' - 0" (BRACED WALL LINE SPACING)13' - 6" (BRACED WALL LINE SPACING)15' - 6" (BRACED WALL LINE SPACING)9' - 0" (BRACED WALL LINE SPACING)18' - 0" (BRACED WALL LINE SPACING)14 FEET OF WALLBRACING REQUIRED BRACETO FOUNDATIONOR UNTIL MINIMUM IS MET136042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"CS-PF2' - 8" B.W.P.CS-PF2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.12 FEET OF WALLBRACING REQUIRED BRACETO FOUNDATIONOR UNTIL MINIMUM IS METCS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP6' - 0" B.W.P.CS-WSP5' - 0" B.W.P.CS-WSP6' - 0" B.W.P.SHEATHING UNDER GYP.1 SIDE FOR WALL BRACING CS-WSP7' - 0" B.W.P.SHEATHING UNDER GYP.1 SIDE FOR WALL BRACING THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:5/21/2021 10:12:09 AMTHE SCEARCY RESIDENCEL3, B4 -BERRES RIDGE 6TH19828 HARVEST DRIVELAKEVILLE, MN 55044A-402OTT2063.29.21 TB1793198516844.26.21 CB4.28.21 CB5.19.21 CB3.2.21 TP8'-1 1/8"9'-1 1/8"8'-4"THE BROOKE54621/4" = 1'-0"A-4021LOWER FLOOR PLAN UP 17RDN 16RDN 3RDN TO GRADEDN 3R12' - 0"38' - 0"4' - 0"2' - 0"DWPORCH18' - 6"41' - 0"4' - 6"1' - 9"8' - 0"0' - 9"2' - 0"16' - 0"2' - 0"0' - 9"8' - 0"1' - 9"1' - 0"4" REINFORCED CONCRETE SLAB,SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. ALL COMMONWALLS & CEILINGGARAGE PLATE HEIGHT TOMATCH MAIN FLOOR PLATER-38 MIN INSULATION IN FLOOR ABOVE 198' x 8' O.H. GARAGE DOOR6' - 0"50' - 0"14' - 0"GARAGEDBLOVEN@ 7' -10" H.H.ABOVE LANDINGGAS F.P.3' - 0"42' - 0"EQEQKNEE WALL W/14" SPINDLES 18' - 0"3' - 8"3' - 8"12' - 8"MANTEL HGT.BUILT-INW/ DOORSSEE COLUMN DETAIL SHEET A-50117' - 0"3' - 0"4' - 11"4' - 0"4' - 0"9' - 0"3' - 6"PANTRYPOWDER42" PANTRY36" REF36" GASCOOKTOPW/ HOOD42" TALL WALLW/ WOOD CAPDINING2' - 0"113/0 x 6/82' - 0"9" HEAT DUCT7' - 10"0' - 10"5' - 10"4' - 6"GREAT ROOM6' - 2 1/4"4' - 11 3/4"6' - 3"6' - 7"4' - 11"6' - 3"PED. SINKGIRDER TRUSSTILE BACKSPLASHKITCHENGIRDER TRUSS2' - 10"5' - 0"11' - 2"OFFICEFOYER42/6 x 6/8R.O. 2' -8" x 6' -11"R & SH.4' - 0"9' - 3"5' - 9"19' - 0"22' - 6"19' - 6"0' - 8" TYP.3' - 3 1/8"11' - 6 1/4"6' - 10 5/8"16' - 4"CS-PF2' - 8" B.W.PCS-PF3' - 3" B.W.P.5' - 9"6' - 3"CS-PF2' - 6" B.W.PCS-PF2' - 8" B.W.PMETHOD G.B.8' - 0"METHOD G.B.4' - 0"3-2x63-2x62-14" LVL FLUSH3-2x102-2x123-9 1/2" LSL3-9 1/2" LSL2-TRIMMERS2-TRIMMERS5'-0" COUNTER HGT.BUFFET W/ TILE BACKSPLASH2' - 0"3-16" LVL FLUSHRECYCLE SMOKEDET.10' - 6"20' - 0"10' - 6"1' - 0"7' - 0"10' - 6"1' - 0"WALL ABOVE BEARING ON FLOOR TRUSSES4-TRIMMERSFRIDGE RECESS 39"x73"x2"MANTEL HGT.BUILT-INW/ DOORSPFH BRACED WALL PANEL MONO GIRDER2-2x102-9 1/2" LVL2-9 1/2" LSL2-TRIMMERSEA. SIDE2-2x10 SET FIREPLACE 12" A.F.FMICROCABINET 9"x4' ISLANDW/ 6" LEGS12" FLUSH S.B.2016' x 8' O.H. GARAGE DOOR2-TRIMMERSEA. SIDE2-2x120' - 6" TYP.70' - 0"64' - 0"2-2x102-2x102-2x102-11 7/8" LSL5x7 PSL2-2x10 W/ 2 TRIMMERS 5x9 PSL2-2x104-2x65x7 PSL9" HEAT DUCT5' - 3"5' - 6"9' - 3"PULLOUTS 5' - 3"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 NOTES20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2' - 0"6' - 0"198' x 8' O.H. GARAGE DOOR4' VANITYR & SH.GUEST SUITEBATH64' - 0"SCREEN PORCHDECK19' - 0"16' - 0"13' - 6"15' - 6"22/4 x 6/8 ARCH175/4 x 6/8R.O. 6' -2" x 6' -11"133/0 x 6/8 FULL VIEW133/0 x 6/8 FULL VIEW147260 SLR.O. 6' -0" x 5' -0"H.H. 6' -10"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"32424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 8' -0"32424 AWN FIXEDR.O. 2' -0" x 2' -0"H.H. 8' -0"124860 PICR.O. 4' -0" x 5' -0"H.H. 13' -6"103660 SHR.O. 3' -0" x 5' -0"H.H. 6' -10"103660 SHR.O. 3' -0" x 5' -0"H.H. 6' -10"143/0 x 6/8 SCREEN DOOR70' - 0"2' - 0"24' - 0"30' - 0"8' - 0"6' - 0"1' - 0"29' - 0"22' - 0"2' - 0"12' - 10"16' - 2"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.8' - 0"8' - 0"9' - 6"9' - 6"7' - 9"7' - 9"13' - 4"11' - 8"8' - 0"2' - 6"3' - 6"15' - 6"7' - 3"2' - 3"5' - 0"4' - 9 1/4"9' - 3 1/4"3' - 10 3/4"5' - 3 1/4"6' - 0 3/4"2' - 0"15P4260/A24 TR.O. 3' -6" x 7' -0"H.H. 8' -0"15' - 8 3/4"7' - 3"6' - 9 1/2"15' - 2 3/4"14' - 0"6' - 0"9' - 0"186/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.92/8 x 6/8 OPG.12/4 x 6/8R.O. 2' -6" x 6' -11"5' - 0"2' - 0"3' - 0"2' - 0"4' - 0"6' - 0"12" SH.16" SH.4-2x672/8 x 6/8R.O. 2' -10" x 6' -11"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"2' - 6"4' - 5 1/4"6' - 1"5' - 5"2' - 1"3' - 11 3/4"20" FLOOR TRUSSESPER MFG. SPACING12/4 x 6/8R.O. 2' -6" x 6' -11"5' - 10"3' - 2"3' - 10"CLOSET2-11 7/8" LSL2x6ALCOVESTEP IN FLOOR ABOVE 32" FLOOR TRUSSESPER MFG. SPACING9'-1 1/8" CEILING10'-1 1/8" CEILINGSTAINED BEAMS TYP.(VERIFY SIZE)FARM SINKBUTLER'SPANTRY12" DEPTH BASE CABINETS GAS LINE 165/0 x 6/8 BFDRYER GASWASHER165/0 x 6/8 BF2x6OPEN UNDER COUNTER GRAB BARS TILE SHOWER FLUSH ENTRYBENCHDOUBLE FRAME FOR PLUMBING WALL103/0 x 6/84' - 0"18' - 0"3' - 0"82/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"3' - 0"72/8 x 6/8R.O. 2' -10" x 6' -11"72/8 x 6/8R.O. 2' -10" x 6' -11"62/8 SHWR DR.2-2x122-9 1/2" LSL2-9 1/2" LSL DROPPED FULL LENGTH2-9 1/2" LSL DROPPED 2-9 1/2" LSL DROPPED 2-9 1/2" LSL2 TRIMMERS 2-2x102-2x62-2x62-2x62-2x6HHUS4102-2x6GIRDER TRUSS2-2x102-2x10ATTICACCESS20' - 0"60' - 0" (BRACED WALL LINE SPACING)22' - 0" (BRACED WALL LINE SPACING)27' - 0" (BRACED WALL LINE SPACING)19' - 0" (BRACED WALL LINE SPACING)23' - 0" (BRACED WALL LINE SPACING)18' - 0" (BRACED WALL LINE SPACING)22' - 0" (BRACED WALL LINE SPACING)18' - 0" (BRACED WALL LINE SPACING)9' - 0" (BRACED WALL LINE SPACING)CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.CS-PF2' - 9" B.W.P.METHOD G.B.5' - 10"METHOD G.B.11' - 8"METHOD G.B.2' - 6"MUD RM.123/0 x 6/8 ARCHCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF4' - 0" B.W.PCS-PF4' - 0" B.W.PCS-PF4' - 0" B.W.PCS-PF4' - 0" B.W.PCS-PF2' - 8" B.W.PPFH BRACED WALL PANEL METHOD G.B.16' - 0"GIRDER TRUSSMONO GIRDER1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:5/21/2021 10:12:11 AMTHE SCEARCY RESIDENCEL3, B4 -BERRES RIDGE 6TH19828 HARVEST DRIVELAKEVILLE, MN 55044A-403OTT2063.29.21 TB1793198516844.26.21 CB4.28.21 CB5.19.21 CB3.2.21 TP8'-1 1/8"9'-1 1/8"8'-4"THE BROOKE5462BWPsAboveVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAbove DN 17RDN 2RCO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.EN SUITEOWNER'S SUITEBEDROOM #3HALLBEDROOM #412' - 8"3' - 8"3' - 8"18' - 0"16' - 4"21' - 8"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"BEDROOM #272/8 x 6/8R.O. 2' -10" x 6' -11"ATTICACCESS12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH @ 68"8'-0" VANITY10' - 3"3' - 9"6' - 4"5' - 7"15' - 0"5' - 0"7' - 4 1/4"1' - 9 3/4"7' - 8"11' - 2"3' - 6"18' - 11 7/8"19' - 0 1/8"7' - 6"4' - 0"49' - 0"2-9 1/2" LSL4' - 0"1' - 0"15' - 6"17' - 6"42/6 x 6/8R.O. 2' -8" x 6' -11"3'-6" VANITY72/8 x 6/8R.O. 2' -10" x 6' -11"6' - 4"3' - 6"2' - 9"5' - 5"SEATCONTROLS TILE SHOWER R & SH @ 42" & 84"R & SH @ 42" & 84"12/4 x 6/8R.O. 2' -6" x 6' -11"CLOSET48" TALL WALL W/GLASS PANEL12/4 x 6/8R.O. 2' -6" x 6' -11"HOOK WALL R & SH @ 68"5-SHELVESCLOSETLAUNDRYBATH12/4 x 6/8R.O. 2' -6" x 6' -11"5'-9" VANITY -TALLLINEN5' TUB/SHWR2x6CLOSETBATH3' - 10"6' - 2"6' - 0"6' - 0"4' - 0"2' - 8"38' - 0"38' - 0"2-2x102-2x10 2-2x6 EA. SIDE 2-2x10 42/6 x 6/8R.O. 2' -8" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2x65' TUB/SHWR12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH @ 68"R & SH @ 68"12/4 x 6/8R.O. 2' -6" x 6' -11"WASHERDRYERL.T.CLOSET2-2x102-2x102-2x10TILECURB32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"48" LINEN2' - 6"2x6 KNEE WALL W/ 14" SPINDLESDBL: FRAMEFOR PLUMBINGWALLCS-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 NOTESMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.SMOKEDET.CO DET.LOFT12/4 x 6/8R.O. 2' -6" x 6' -11"LINEN5' MAKE UP155/0 x 6/8R.O. 5' -2" x 6' -11"53' - 0"19' - 0"19' - 0"15' - 0"5' - 9"9' - 3"4' - 0"9' - 0"10' - 0"10' - 0"5' - 0"6' - 0"6' - 0"3' - 6"53' - 0"13' - 0"3' - 5"2' - 3"9' - 4"12' - 7 3/4"12' - 4 1/4"R & SH @ 68"2' - 7"12' - 7 3/4"4' - 6"5' - 10"42' - 8"224-48-2460 SLR.O. 8' -0" x 5' -0"H.H. 6' -10"83624 PICR.O. 3' -0" x 2' -0"H.H. 6' -10"136042 SLR.O. 5' -0" x 3' -6"H.H. 6' -10"52436 SHR.O. 2' -0" x 3' -0"H.H. 6' -10"52436 SHR.O. 2' -0" x 3' -0"H.H. 6' -10"73030 AWN FIXEDR.O. 2' -6" x 2' -6"H.H. 6' -10"103660 SHR.O. 3' -0" x 5' -0"H.H. 6' -10"103660 SHR.O. 3' -0" x 5' -0"H.H. 6' -10"73030 AWN FIXEDR.O. 2' -6" x 2' -6"H.H. 6' -10"73030 AWN FIXEDR.O. 2' -6" x 2' -6"H.H. 6' -10"93648 CSMT ER.O. 3' -0" x 4' -0"H.H. 6' -10"93648 CSMT ER.O. 3' -0" x 4' -0"H.H. 6' -10"42424-3 AWN FIXEDR.O. 6' -0" x 2' -0"H.H. 6' -10"0' - 6" TYP.32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"RAINSHOWER HEAD12A-501DROP CEILINGIN OWNERSSHOWERGAS LINE W/ PANIC PAN42/6 x 6/8R.O. 2' -8" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"93648 CSMT ER.O. 3' -0" x 4' -0"H.H. 6' -10"SMOKEDET.2x62-2x102-2x102-2x103' - 11"4' - 2"5' - 7 3/4"4' - 0"8' - 4 1/4"CS-PF2' - 8" B.W.P49' - 0" (BRACED WALL LINE SPACING)49' - 0" (BRACED WALL LINE SPACING)34' - 0" (BRACED WALL LINE SPACING)34' - 0" (BRACED WALL LINE SPACING)CS-PF4' - 0" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 8" B.W.PCS-PF2' - 0" B.W.PTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:5/21/2021 10:12:13 AMTHE SCEARCY RESIDENCEL3, B4 -BERRES RIDGE 6TH19828 HARVEST DRIVELAKEVILLE, MN 55044A-404OTT2063.29.21 TB1793198516844.26.21 CB4.28.21 CB5.19.21 CB3.2.21 TP8'-1 1/8"9'-1 1/8"8'-4"THE BROOKE54621/4" = 1'-0"A-4041UPPER FLOOR PLAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SmokeCO 6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALER1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)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 PLANS1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 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 FOOTINGS9' - 1 1/8"6' - 8"R=1'-7"3' - 0"1' - 4"ALL 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 TRUSSWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHEN REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.7/16" 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 INSULATIONSTANDARD ENERGY HEELS @ 8:12 W/10:12 FASCIA LINES TO MATCH18" OVERHANGS & 12" RAKES TYP. 8 ROOF VENTS REQUIRED STANDARD ENERGY HEELS @ 4:12W/5:12, 10:12, 6:12 TO MATCH FASCIA LINE 7" / 12"7" / 12"6" / 12"6" / 12"6" / 12"4" / 12"8" / 12"8" / 12"5" / 12"10" / 12"10" / 12"4" / 12"8" / 12"8" / 12"10" / 12"10" / 12"5" / 12"RAISED HEEL4" / 12"10" / 12"10" / 12"3 ROOF VENT REQUIRED 2ROOF VENT REQUIRED 3 ROOF VENT REQUIRED@ GARAE ROOF 6 MIL. V.B.1/2" OSB5/8" GYP. BD.RAIN SHOWERHEAD0' - 1 1/2"OWNER'S SUITE FLOOR13' -6 1/8"OWNER'S SUITE PLATE21' -7 1/4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:5/21/2021 10:12:15 AMTHE SCEARCY RESIDENCEL3, B4 -BERRES RIDGE 6TH19828 HARVEST DRIVELAKEVILLE, MN 55044A-501OTT2063.29.21 TB1793198516844.26.21 CB4.28.21 CB5.19.21 CB3.2.21 TP8'-1 1/8"9'-1 1/8"8'-4"THE BROOKE54621/2" = 1'-0"A-5011TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5012TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5013TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5014TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5015TYP. COLUMN1/2" = 1'-0"A-5017BEARING WALL SECTION1/2" = 1'-0"A-5018ARCH DETAIL1/2" = 1'-0"A-5019GARAGE CEILING3/8" = 1'-0"A-50110TYP. POURED WALL SECTION1/8" = 1'-0"A-50111ROOF PLANWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 WINDSOR NEXT DIMENSION 1 24-48-2448 SL 8' - 0" 4' - 0" 6' - 10"2 WINDSOR NEXT DIMENSION 2 24-48-2460 SL 8' - 0" 5' - 0" 6' - 10"3 WINDSOR NEXT DIMENSION 4 2424 AWN FIXED 2' - 0" 2' - 0"<varies>4 WINDSOR NEXT DIMENSION 1 2424-3 AWN FIXED 6' - 0" 2' - 0" 6' - 10"5 WINDSOR NEXT DIMENSION 2 2436 SH 2' - 0" 3' - 0" 6' - 10"6 WINDSOR NEXT DIMENSION 1 2442 SH 2' - 0" 3' - 6" 12' - 9 3/4"7 WINDSOR NEXT DIMENSION 3 3030 AWN FIXED 2' - 6" 2' - 6"6' - 10"8 WINDSOR NEXT DIMENSION 1 3624 PIC 3' - 0" 2' - 0" 6' - 10" OBSCURE GLASS9 WINDSOR NEXT DIMENSION 3 3648 CSMT E 3' - 0" 4' - 0" 6' - 10"10 WINDSOR NEXT DIMENSION 4 3660 SH 3' - 0" 5' - 0" 6' - 10"11 WINDSOR NEXT DIMENSION 1 4836 PIC TEMP. 4' - 0" 3' - 0" 1' - 8 1/4"12 WINDSOR NEXT DIMENSION 1 4860 PIC 4' - 0" 5' - 0" 13' - 6"13 WINDSOR NEXT DIMENSION 3 6042 SL 5' - 0" 3' - 6" 6' - 10"14 WINDSOR NEXT DIMENSION 1 7260 SL 6' - 0" 5' - 0" 6' - 10"15 WINDSOR NEXT DIMENSION 3 P4260/A24 T 3' - 6" 7' - 0" 8' - 0"ROOM FINISH SCHEDULEFLOOR ROOM NAME AREA FLOOR FINISH CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL 129 SF 8' - 2"LOWER FLOOR STORAGE 383 SF 8' - 2"LOWER FLOOR BAR AREA 107 SF 8' - 2"LOWER FLOOR BEDROOM #4 196 SF CARPET 8' - 2" .LOWER FLOOR FAMILY ROOM 635 SF CARPET 8' - 2" .LOWER FLOOR GAME ROOM 181 SF CARPET 8' - 2" .LOWER FLOOR BATH 48 SF VINYL 8' - 2" .MAIN FLOOR GARAGE 894 SF 10' - 9 3/8"MAIN FLOOR GUEST SUITE 225 SF 9' - 1 1/8"MAIN FLOOR BATH 58 SF 9' - 1 1/8"MAIN FLOOR CLOSET 34 SF 9' - 1 1/8"MAIN FLOOR SCREEN PORCH 189 SF 9' - 1 1/8"MAIN FLOOR DECK 236 SF 9' - 1 1/8"MAIN FLOOR ALCOVE 21 SF 9' - 1 1/8"MAIN FLOOR BUTLER'S PANTRY 38 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM 300 SF CARPET 9' - 1 1/8"MAIN FLOOR OFFICE 121 SF CARPET 9' - 1 1/8" .MAIN FLOOR PORCH 110 SF CONCRETE 9' - 1 1/8" .MAIN FLOOR PANTRY 79 SF VINYL 9' - 1 1/8" .MAIN FLOOR POWDER 29 SF VINYL 9' - 1 1/8" .MAIN FLOOR MUD RM. 65 SF VINYL 9' - 1 1/8" .MAIN FLOOR DINING 176 SF WOOD 9' - 1 1/8" .MAIN FLOOR KITCHEN 351 SF WOOD 9' - 1 1/8" .MAIN FLOOR FOYER 149 SF WOOD 9' - 1 1/8" .UPPER FLOOR LOFT 209 SF 8' - 1 1/8"UPPER FLOOR OWNER'S SUITE 246 SF CARPET 8' - 1 1/8"UPPER FLOOR BEDROOM #3 139 SF CARPET 8' - 1 1/8" .UPPER FLOOR HALL 142 SF CARPET 8' - 1 1/8"UPPER FLOOR BEDROOM #4 168 SF CARPET 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 156 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 78 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 27 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 29 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 21 SF CARPET 8' - 1 1/8"UPPER FLOOR EN SUITE 140 SF TILE 8' - 1 1/8" .UPPER FLOOR LAUNDRY 52 SF VINYL 8' - 1 1/8" .UPPER FLOOR BATH 48 SF VINYL 8' - 1 1/8" .UPPER FLOOR BATH 93 SF VINYL 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE ROUGH WIDTH ROUGH HEIGHT COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 102 2/4 x 6/8 ARCH13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 34 2/6 x 6/8 2' - 8" 6' - 11" 75 2/6 x 6/8 PKT 5' - 2" 6' - 11" 16 2/8 SHWR DR.17 2/8 x 6/8 2' - 10" 6' - 11" 78 2/8 x 6/8 FIRE RATED 2' - 10" 6' - 10 1/4" 19 2/8 x 6/8 OPG.110 3/0 x 6/8111 3/0 x 6/8112 3/0 x 6/8 ARCH113 3/0 x 6/8 FULL VIEW214 3/0 x 6/8 SCREEN DOOR115 5/0 x 6/8 5' - 2" 6' - 11" 316 5/0 x 6/8 BF217 5/4 x 6/8 6' - 2" 6' - 11" 118 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 219 8' x 8' O.H. GARAGE DOOR220 16' x 8' O.H. GARAGE DOOR13" 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:1/4" = 1'-0"A-50112OWNERS SHOWER 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. 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 ELEVATIONMINIMUM (2) 1/2" DIAMETER ANCHOR BOLTSINSTALLED PER SECTION R403.1.6 -WITH 2" x 2" x 3/16" PLATE WASHERMIN. 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. IN FRAMING(STUDS, BLOCKING & 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)ANCHOR BOLTS PER SECTION R403.1.6BRACED WALL LINE CONTINUOUSLYSHEATHED WITH WOOD STRUCTURALPANELS IN ACCORDANCE WITHIRC SECTION R602.10.4.2FASTEN 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 CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (612) 327-7582NORTHHOUSE-RD.COMDATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:POUR:UNSPECIFIED HEADERS TO BE 2-2x10 W/ 2 TRIMMERS10" MIN. STAIR TREAD DEPTH & 7 3/4" MAX STAIR RISER HEIGHTALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERWISEALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING, CONCRETE OR FOUNDATION INSULATIONBRAINERD LAKESTWIN CITIES3000 COUNTY ROAD 42 WEST, SUITE 202 BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:5/21/2021 10:12:16 AMTHE SCEARCY RESIDENCEL3, B4 -BERRES RIDGE 6TH19828 HARVEST DRIVELAKEVILLE, MN 55044A-502OTT2063.29.21 TB1793198516844.26.21 CB4.28.21 CB5.19.21 CB3.2.21 TP8'-1 1/8"9'-1 1/8"8'-4"THE BROOKE54623/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD CS-PF - CONCRETE OR MASONRY3/8" = 1'-0"A-5023METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS 1000#5000#2500# 4300# 5600# 3900# Upper Level Member Name Results Current Solution Comments Owner's Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #2 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #3 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Bedroom #4 Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Main Level Member Name Results Current Solution Comments Flush Garage (V)Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Flush Powder/Alcove (V)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Great (H)Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Great Window Rear Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Patio Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Butler's Pantry Opening Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Screen Porch (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Guest Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 8' Garage Door Passed 2 piece(s) 2 x 12 SPF No.1/No.2 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Office Window Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Drop Front Porch (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Drop Front Porch (V)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Flush Family/Game (H)Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bedroom #4 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Game Window Rear Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 19828 Harvest Drive, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 1 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4953 @ 1 1/2"7613 (3.00")Passed (65%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3739 @ 1' 1/2"7902 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9915 @ 4' 3"11985 Passed (83%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.226 @ 4' 3"0.275 Passed (L/439)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.358 @ 4' 3"0.412 Passed (L/277)--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"1.95"1829 3124 4953 None 2 - Trimmer - SPF 3.00"3.00"1.95"1829 3124 4953 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 4" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 6"21'20.0 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 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 2 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2817 @ 1 1/2"3825 (3.00")Passed (74%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1772 @ 1' 1/4"2872 Passed (62%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3530 @ 2' 9"3946 Passed (89%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.040 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.063 @ 2' 9"0.262 Passed (L/997)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.21"1037 1781 2818 None 2 - Trimmer - SPF 3.00"3.00"2.21"1037 1781 2818 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 5' 6"18' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 3 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1217 @ 0 1913 (1.50")Passed (64%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)848 @ 3' 10 3/4"2872 Passed (30%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1160 @ 6' 4 1/2"3946 Passed (29%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.003 @ 4' 7 11/16"0.117 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.004 @ 4' 7 5/8"0.175 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"418 799 1217 None 2 - Trimmer - SPF 6.00"6.00"3.00"1373 2458 3831 None 3 - Trimmer - SPF 6.00"6.00"3.00"1352 2478 3830 None 4 - Trimmer - SPF 6.00"6.00"3.00"1373 2458 3831 None 5 - Trimmer - SPF 1.50"1.50"1.50"418 799 1217 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 9" o/c Bottom Edge (Lu)12' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 12' 9"19'20.0 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 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 4 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1548 @ 0 1913 (1.50")Passed (81%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1265 @ 4' 4 3/4"2872 Passed (44%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-1655 @ 3' 4 1/2"3946 Passed (42%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 6 13/16"0.112 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.006 @ 1' 6 1/2"0.169 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"540 1008 1548 None 2 - Trimmer - SPF 6.00"6.00"3.84"1802 3101 4903 None 3 - Trimmer - SPF 1.50"1.50"1.50"540 1008 1548 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 9" o/c Bottom Edge (Lu)6' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 9"21'20.0 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 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 5 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4582 @ 6"4582 (1.75")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3920 @ 1' 8"10707 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)18517 @ 8' 7"27897 Passed (66%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.236 @ 8' 7"0.404 Passed (L/822)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.588 @ 8' 7"0.808 Passed (L/330)--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. • 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 14" SPF beam 6.00"Hanger¹1.75"2905 343 1953 5201 See note ¹ 2 - Trimmer - SPF 5.50"5.50"1.88"2856 337 1915 5108 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 10" o/c Bottom Edge (Lu)16' 6" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS410 3.00"N/A 30-10d 10-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)6" to 17'N/A 14.3 ---- 1 - Uniform (PSF)0 to 17' (Front)1'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 17' (Front)N/A 80.0 --Wall - Upper 3 - Uniform (PLF)0 to 17' (Front)N/A 160.0 -105.0 Snow - Gable End 4 - Uniform (PSF)0 to 17' (Front)3' 6"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 4/28/21. 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 Garage (V) 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 6 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3746 @ 4"13956 (5.50")Passed (27%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2928 @ 1' 5 3/8"9878 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)11192 @ 6' 7 1/2"18346 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.186 @ 6' 7 1/2"0.315 Passed (L/813)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.461 @ 6' 7 1/2"0.629 Passed (L/327)--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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"2239 265 1507 4011 None 2 - Trimmer - SPF 5.50"5.50"1.50"2239 265 1507 4011 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 5" o/c Bottom Edge (Lu)13' 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 13' 3"N/A 13.0 ---- 1 - Uniform (PSF)0 to 13' 3" (Front)1'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 13' 3" (Front)N/A 80.0 --Wall - Upper 3 - Uniform (PLF)0 to 13' 3" (Front)N/A 160.0 -105.0 Snow - Gable End 4 - Uniform (PSF)0 to 13' 3" (Front)3' 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 4/28/21. 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 Powder/Alcove (V) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 7 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8624 @ 16' 5"20934 (5.50")Passed (41%)--1.0 D + 1.0 L (All Spans) Shear (lbs)6707 @ 14' 11 1/2"15960 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)31951 @ 8' 8 1/4"46671 Passed (68%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.321 @ 8' 5 11/16"0.402 Passed (L/600)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.453 @ 8' 5 5/8"0.804 Passed (L/426)--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"1.75"1971 4708 6679 None 2 - Trimmer - SPF 5.50"5.50"2.27"2501 6122 8623 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 2" o/c Bottom Edge (Lu)16' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 24.5 -- 1 - Uniform (PSF)0 to 4' 9" (Front)9'15.0 40.0 Floor - Upper 2 - Uniform (PSF)4' 9" to 16' 9" (Front)19'15.0 40.0 Floor - Upper Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Great (H) 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 8 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5418 @ 1 1/2"11419 (3.00")Passed (47%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)1737 @ 9' 4 1/2"11854 Passed (15%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)2144 @ 10' 6"17977 Passed (12%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans) Live Load Defl. (in)0.010 @ 10' 3 5/8"0.132 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.018 @ 10' 3 13/16"0.198 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"2246 688/-81 3172 6106/- 81 None 2 - Trimmer - SPF 8.00"8.00"1.50"878 1747 -273 2625/- 273 None 3 - Trimmer - SPF 8.00"8.00"2.42"4035 1747 5177 10959 None 4 - Trimmer - SPF 3.00"3.00"1.50"1163 688/-81 1356 3207/- 81 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 4" o/c Bottom Edge (Lu)12' 4" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 4"N/A 15.6 ---- 1 - Uniform (PSF)0 to 12' 4"9'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 12' 4"N/A 80.0 --Wall - Upper 3 - Uniform (PSF)8' to 12' 4"21'20.0 -35.0 Snow - Main 4 - Point (lb)0 N/A 1829 -3124 Linked from: Owner's Suite Window, Support 1 5 - Point (lb)8'N/A 1829 -3124 Linked from: Owner's Suite Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Window Rear 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 9 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1274 @ 1 1/2"3825 (3.00")Passed (33%)--1.0 D + 1.0 S (All Spans) Shear (lbs)874 @ 1' 1/4"2872 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1914 @ 3' 3"3946 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.030 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.049 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"478 796 1274 None 2 - Trimmer - SPF 3.00"3.00"1.50"478 796 1274 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 6"7'20.0 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 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Patio Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 10 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4380 @ 1 1/2"7613 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2288 @ 1' 1/2"7902 Passed (29%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2735 @ 9"11985 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 9"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.018 @ 9"0.138 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.73"2294 2086 4380 None 2 - Trimmer - SPF 1.50"1.50"1.50"685 613 1298 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 11" o/c Bottom Edge (Lu)2' 11" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 10 1/2"N/A 10.4 -- 1 - Point (lb)9"N/A 2949 2699 Linked from: GT2, 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 4/28/21. 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, Butler's Pantry Opening 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 11 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2401 @ 1 1/2"4463 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1860 @ 1' 1/2"7902 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5256 @ 4' 7 1/2"11985 Passed (44%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.138 @ 4' 7 1/2"0.450 Passed (L/783)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.221 @ 4' 7 1/2"0.600 Passed (L/488)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 3.00"3.00"1.61"904 1497 2401 Blocking 2 - Stud wall - SPF 3.00"3.00"1.61"904 1497 2401 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 3" o/c Bottom Edge (Lu)9' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 3"N/A 10.4 -- 1 - Uniform (PSF)0 to 9' 3" (Front)9' 3"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 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Screen Porch (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 12 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3901 @ 1 1/2"7613 (3.00")Passed (51%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2945 @ 1' 1/2"7902 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7809 @ 4' 3"11985 Passed (65%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.177 @ 4' 3"0.275 Passed (L/558)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.282 @ 4' 3"0.412 Passed (L/351)--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"1.54"1447 2454 3901 None 2 - Trimmer - SPF 3.00"3.00"1.54"1447 2454 3901 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 6"16' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. 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, Guest Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 13 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1241 @ 1 1/2"3825 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)904 @ 1' 2 1/4"3493 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2561 @ 4' 4 1/2"5306 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.041 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.067 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"475 766 1241 None 2 - Trimmer - SPF 3.00"3.00"1.50"475 766 1241 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 8.6 -- 1 - Uniform (PSF)0 to 8' 9"5'20.0 35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. 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 2 piece(s) 2 x 12 SPF No.1/No.2 ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 14 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PLF)0 to 16' 9"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. 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 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 15 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6230 @ 3' 6"7650 (6.00")Passed (81%)--1.0 D + 1.0 S (All Spans) Shear (lbs)508 @ 4' 6 1/4"2498 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-665 @ 3' 6"3431 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 1' 8 15/16"0.112 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.003 @ 1' 8 5/16"0.169 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. •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"1.57"856 384/-51 1139 2379/- 51 None 2 - Trimmer - SPF 6.00"6.00"4.89"2760 1013 3470 7243 None 3 - Trimmer - SPF 3.00"3.00"1.57"856 384/-51 1139 2379/- 51 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' o/c Bottom Edge (Lu)7' o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 7'N/A 7.0 ---- 1 - Uniform (PSF)0 to 7'6'15.0 40.0 -Floor - Upper 2 - Uniform (PLF)0 to 7'N/A 80.0 --Wall - Upper 3 - Uniform (PSF)0 to 7'2' 6"20.0 -35.0 Snow - Porch 4 - Point (lb)0 N/A 540 -1008 Linked from: Bedroom #4 Window, Support 1 5 - Point (lb)3' 6"N/A 1802 -3101 Linked from: Bedroom #4 Window, Support 2 6 - Point (lb)7'N/A 540 -1008 Linked from: Bedroom #4 Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Office Window 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 16 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1950 @ 1'8181 (5.50")Passed (24%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1326 @ 10' 5 3/4"7265 Passed (18%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)4164 @ 6' 2 3/4"13541 Passed (31%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.109 @ 6' 2 1/2"0.520 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.176 @ 6' 2 1/2"0.693 Passed (L/708)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"748 1202 1950 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"656 1060 1716 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)11' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 8 3/4"N/A 9.7 -- 1 - Uniform (PSF)0 to 11' 8 3/4" (Front)5' 6"20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 17 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1173 @ 1'7013 (5.50")Passed (17%)--1.0 D + 1.0 S (All Spans) Shear (lbs)554 @ 2'2872 Passed (19%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1074 @ 3' 9 1/8"3946 Passed (27%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.013 @ 3' 8 9/16"0.270 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.020 @ 3' 8 11/16"0.360 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"444 730 1174 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"344 575 919 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 9" o/c Bottom Edge (Lu)6' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 8 3/4"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 8 3/4" (Front)5' 6"20.0 35.0 Snow - Porch Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (V) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 18 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14186 @ 15' 9 3/8"20672 (5.25")Passed (69%)--1.0 D + 1.0 L (All Spans) Shear (lbs)6729 @ 14' 4 3/4"13965 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-21073 @ 15' 9 3/8"36387 Passed (58%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.248 @ 7' 7 5/16"0.386 Passed (L/748)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.326 @ 7' 6"0.772 Passed (L/569)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Column - SPF 5.50"5.50"1.53"1586 4224/-355 5810/- 355 None 2 - Column - PSL 5.25"5.25"3.60"4156 10031 14187 None 3 - Column - SPF 5.50"5.50"1.50"1021 3098/-679 4119/- 679 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)18' 7" o/c Bottom Edge (Lu)15' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 30'N/A 21.5 -- 1 - Uniform (PSF)0 to 16' (Front)15'15.0 40.0 Floor - Main 2 - Uniform (PSF)16' to 30' (Front)12'15.0 40.0 Floor - 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 4/28/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Family/Game (H) 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 19 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2950 @ 1 1/2"7613 (3.00")Passed (39%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2330 @ 1' 1/2"6872 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5497 @ 2' 9"10422 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.055 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.086 @ 2' 9"0.262 Passed (L/732)--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"1086 1864 -137 2950/- 137 None 2 - Trimmer - SPF 3.00"3.00"1.50"1086 1864 -137 2950/- 137 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 5' 6"9'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 5' 6"N/A 90.0 --Wall - Main 3 - Point (lb)2' 9"N/A 878 1747 -273 Linked from: Great Window Rear, 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 4/28/21. 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 #4 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 20 / 21 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4244 @ 1 1/2"7613 (3.00")Passed (56%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3011 @ 1' 1/2"6872 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)7266 @ 4' 3"10422 Passed (70%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.160 @ 4' 3"0.275 Passed (L/620)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.266 @ 4' 3"0.412 Passed (L/373)--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"1.67"1760 2210 1102 5072 None 2 - Trimmer - SPF 3.00"3.00"1.67"1760 2210 1102 5072 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 Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 8' 6"6'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 8' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 8' 6"7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)0 to 1' 3"7'20.0 -35.0 Snow - Lower 5 - Uniform (PSF)7' 3" to 8' 6"7'20.0 -35.0 Snow - Lower 6 - Point (lb)1' 3"N/A 478 -796 Linked from: Dining Patio Door, Support 1 7 - Point (lb)7' 3"N/A 478 -796 Linked from: Dining Patio Door, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 4/28/21. 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, Game Window Rear 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 5/14/2021 8:57:42 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: 19828 Harvest Drive, Lakeville, MN Topaz - Brooke Custom 19828 Harvest Drive, Lakeville, MN 5/14/21; #24834 Page 21 / 21 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) KP 05/28/21 X