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Home My WebLink AboutLA215895 - 19572 Harbor 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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND MAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"SMARTSIDE BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONT6" SMARTSIDE CORNER TRIM @ FRONT TYP.4" SMARTSIDE TRIM@ FRONT TYP.ADDRESS STONE6" SMARTSIDE LAP SIDING @ FRONT TYP.GARAGE PLATE HEIGHT10' - 9 3/8"MAIN PLATE HEIGHT9' - 1 1/8"CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.8" / 12"3 PHOTOCELL LIGHTS @ FRONT8" / 12"3' - 6"4" / 12"TOP ROW GLASSTOP ROW GLASS12020 NVPWGR.O. 2' -0" x 2' -0"H.H. 10' -4"8" 12"8" 12"8" 12"12020 NVPWGR.O. 2' -0" x 2' -0"H.H. 10' -4"8" / 12"24" RETURNS TYP.8" 12"8" / 12"8" / 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING @ SIDES & REAR4" SMARTSIDE TRIMWINDOWS & DOORS @ SIDES & REAR 8" / 12"6" / 12"8" 12"8" 12"8" 12"8" / 12"24" RETURNS TYP.8" 12"8" / 12"8" / 12"8" / 12"8" 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/14/2023 10:54:43 AMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-201OTT3836.23.23 CB193615736.23.23 CB7.12.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL35361/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOOR PLANA-403 MAIN FLOOR PLANA-501 DETAILS/ ROOF/ SCHEDULEA-502 DETAILS1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATIONConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode07/28/2023dmathews 7' - 10"13' - 10"1' - 4 1/2"16' - 3" M.O.1' - 4 1/2"1' - 4 1/2"16' - 3" M.O.1' - 4 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(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.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB24' - 6"33' - 6"12' - 0"8' - 6"19' - 0"19' - 0"9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.34' - 0"14' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODESTEP 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.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 10":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION26' - 8"5' - 0"53' - 0"58' - 0"58' - 0"48' - 0"10' - 6"4' - 7"4' - 2 1/4"1' - 5 3/4"2' - 11 3/4"21' - 1 1/4"13' - 5"6' - 0 1/4"4' - 5 1/2"14' - 2 1/2"9' - 10 3/4"9' - 2"9'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.14' - 2 3/4"3' - 0 1/2"2' - 6"3' - 6"6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)2' - 0"31' - 6"22' - 6"2' - 0"58' - 6"34' - 4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2' - 0"6' - 10"58' - 6"3' - 6"7' - 6 1/2"6' - 2 3/4"10' - 5"3' - 8"5' - 11 3/4"8' - 6"5' - 2 1/4"14' - 3"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY15' - 3 1/4"24' - 8 3/4"3' - 0 1/2"2' - 11 1/2"3' - 6"13' - 6 1/2"0' - 2 3/4"23' - 1 1/4"22' - 10 3/4"7' - 0"Ø26"Ø26"Ø14"Ø14"Ø14"Ø14"Ø14"Ø14"Ø14"Ø14"8' - 0 3/4"1' - 1 1/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY1' - 9 1/4"49' - 5 1/2"1' - 9 1/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY15' - 11"18' - 1"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.20' - 6"38' - 0"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/14/2023 10:54:45 AMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-401OTT3836.23.23 CB193615736.23.23 CB7.12.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL35361/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.2'-6" UNEXCAVATED* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE/SHEATHING,NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABKNEE WALL W/ 14" PAINTED SPINDLES 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.5' - 0"68' - 6"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7' - 0"17' - 5 1/4"5' - 5 1/2"4' - 6 1/4"1' - 2"17' - 5"5' TUB/SHWR4' VANITY2' LINEN2x6SMOKEDET.R & SH. @ 65"5' - 0"4' - 4"1' - 7"0' - 4"19' - 8"4' - 0"6' - 2"3' - 4"14' - 10"21' - 4"4' - 0"3' - 8"5' - 4"0' - 4"0' - 4"18' - 1"2' - 11 3/4"21' - 1 1/4"3-9 1/2" LSLDROPPED8' - 11"4' - 8 3/4"21' - 9 1/4"3' - 8"8' - 11"7' - 0"7' - 0"27' - 3"6' - 9"2-9 1/2" LSL34' - 4"24' - 6"33' - 6"15' - 6"73' - 6"12' - 0"8' - 6"19' - 0"19' - 0"20' - 6"38' - 0"BEDROOM #2CLOSETBATHFAMILY ROOMMECHANICAL/STORAGE26' - 8"7' - 10"13' - 10"0' - 4"0' - 4"9' - 2"14' - 0"34' - 0"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2-2x10W/ 2 TRIMMERS CS-WSP2' - 8" B.W.P.2-2x10W. H.FURNACEAIR EX.SUMP2x10 HAND FRAMING ABOVE, COVER 4 TREADS 6' - 10"2' - 0"2-2x10'S TRT'D@ 16" 0.C.2-2x10'S TRT'D@ 16" 0.C.14' - 11"5' - 8 1/4"13' - 2 3/4"6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)2' - 0"31' - 6"22' - 6"2' - 0"48' - 0"10' - 6"42/6 x 6/8R.O. 2' -8" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"56040E NVG1R.O. 6' -0" x 4' -0"H.H. 6' -10"56040E NVG1R.O. 6' -0" x 4' -0"H.H. 6' -10"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 NOTES0' - 2 3/4"11' - 0 1/2"4' - 2 3/4"3-2x60' - 2 3/4"3' - 6"7' - 6 1/2"6' - 2 3/4"SCREEN PORCH ABOVE DECK ABOVE 8' - 10"24' - 8 3/4"3' - 0 1/2"2' - 11 1/2"3' - 3 1/4"0' - 2 3/4"13' - 6 1/2"0' - 2 3/4"3' - 6"14' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"SMOKEDET.CO DET.SMOKEDET.R & SH. @ 65"CLOSETBEDROOM #35' - 1"11' - 1 3/4"6' - 0"55" LINEAR ELEC. F.P.2' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"58' - 6"UNEXCAVATED42/6 x 6/8R.O. 2' -8" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"STORAGEFINISHEDEXERCISE ROOMFINISHEDSINKU.C. REFWET BARBASEBASE W/ TV ABOVE 5' - 6 1/2"14' - 2 3/4"139/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"3-2x102-9 1/2" LVL2-2x10 W/2 TRIMMERS 73' - 6"5 1/4" x 11" TRT'D GLULAM 2-2x10 TRT'D 2-2x10 TRT'D 2-2x1023' - 1 1/4"22' - 10 3/4"7' - 0"4-2x63-2x64-2x658' - 6"2x651' - 0" (BRACED WALL LINE SPACING)17.6'REQUIRED 48' - 0" (BRACED WALL LINE SPACING)15.7'REQUIRED 15.7'REQUIRED 15.7' OF WALL BRACING REQUIRED. BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET 15.7' OF WALL BRACING REQUIRED. BRACE TO FOUNDATION OR UNTIL MINIMUM IS MET CS-WSP8' - 0" B.W.P.2-2x62-2x6CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP2' - 8" B.W.P.1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/14/2023 10:54:47 AMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-402OTT3836.23.23 CB193615736.23.23 CB7.12.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL3536BWPsAboveFAN 4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. @ CEILING 1/2" GYP. BD. ON GARAGE WALLS 2x4 EXTERIOR WALLS @ GARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISEGARAGE34' - 0"2' - 0"31' - 6"22' - 6"2' - 0"8' - 0"14' - 0"7' - 0"2' - 0"9' - 0"12' - 0"8' - 6"19' - 0"19' - 0"27' - 0"58' - 6"15' - 6"33' - 6"24' - 6"19' - 1"33' - 11"4' - 3"4' - 9"73' - 6"14' - 0"34' - 0"48' - 0"10' - 6"1' - 6"16' - 0"1' - 6"1' - 6"16' - 0"1' - 6"5' - 1"6' - 2"2' - 7"11' - 3"7' - 0"4' - 7 3/4"9' - 4 1/4"R & SH. @ 65"9' - 1 3/4"2' - 6"3' - 7 1/4"4' - 5"DBLOVEN16" SH.36" REFSINK19' - 8"4' - 0"6' - 2"18' - 2"5' - 7"5' - 8"6' - 10"15' - 11"2' - 0 1/4"16' - 0"5' - 0"3' - 8"4' - 0"21' - 4"0' - 4"0' - 4"2x10 HAND FRAMING BELOW COVER 4 TREADS 6'-6" VANITYTILE SHOWERR & SH. @ 65"SINKATTICACCESSEQEQ78" LINEAR ELEC. F.P.8' - 0"7' - 0"7' - 0"8' - 8 1/8"17' - 1 7/8"8' - 2"0' - 4 1/2" TYP.DININGGREAT ROOMOWNER'S SUITE12" BOX VAULTOWNER'SBATHLAUNDRYVESTIBULEFOYERBEDROOM #2BATHPANTRYKITCHEN11' - 4 3/4"1' - 2"3' - 4"3' - 6"4' - 6"SET FIREPLACE 12" A.F.F.W/ TV ABOVE CENTERED 6' - 0"6' - 0"6' - 6"20' - 6"SMOKEDET.SMOKEDET.CO DET.CO DET.SMOKEDET.KNEE WALL W/ 14" STAINED SPINDLES PORCHGIRDER TRUSSPFH1' - 6"PFH1' - 6"PFH1' - 6"METHOD G.B. 4' - 0" BOTH SIDES CS-PF2' - 6"CS-PF2' - 6" B.W.P.36" COOKTOP W/WOOD HOOD ABOVE SCREENPORCH2-9 1/2" LSL2-9 1/2" LSL W/2 TRIMMERS EA. SIDE MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSL 2' - 3"4' - 0"2' - 3"73' - 6"MFG. ROOF TRUSSES@ 24" O.C.GRILL DECKRECYCLING R & SH. @ 65"OWNER'SCLOSETMAKE-UPDRESSER5' - 2"0' - 10"2' - 6 1/4"2x662/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"42/6 x 6/8R.O. 2' -8" x 6' -11"125/0 x 6/8R.O. 5' -2" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"114/0 x 6/8R.O. 4' -2" x 6' -11"45050E NVC2R.O. 5' -0" x 5' -0"H.H. 6' -10"72/8 x 6/8 PKTR.O. 5' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"83/0 x 6/8 OPG.72/8 x 6/8 PKTR.O. 5' -6" x 6' -11"52/8 x 6/8R.O. 2' -10" x 6' -11"68050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"24050 NVPWG/4020 NVA1 TEMP.R.O. 4' -0" x 6' -11 1/2"H.H. 8' -0"22139/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"93/0 x 6/8 SCREEN DOOR22/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"TYP.2' - 0"2-9 1/2" LSL1' - 0"4' - 3 1/4"1' - 7 3/4"3' - 6"2' - 5"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 NOTES5' - 2"5' - 2"5' - 2"24' - 6"3' - 6"2' - 6"3' - 6"58' - 6"3' - 6"8' - 0"6' - 0"5:12 VAULT LINE KNOTTY CEDAR CEILING SCREEN PANELS ON 36" (H) KNOTTY CEDAR WALLS SHOWER BENCH 5' - 0"53' - 0"15' - 6"24" KNEE WALL W/ GLASS ABOVE 3-11 7/8" LSL FULL LENGTH 3-11 7/8" LSL FULL LENGTH 2-11 7/8" LSL FULL LENGTH 3-2x6SMOKEDET.28' - 0"6' - 0"9' - 0"4' - 0"8' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"60" F.G. SHWRR & SH. @ 65"9' - 0"3' - 6"4' - 6"4' - 0"DW16" SH.16" SH.35016 NVPWGR.O. 5' -0" x 1' -6"H.H. 5' -2"18" BUFFET18" BUFFETBASEBENCH12/4 SHWR DR.BUILT-INBUILT-IN4' - 8"4' - 8"4' - 8"MUD RM.MFG. ROOF TRUSSES@ 24" O.C.4'-3" VANITY52/8 x 6/8R.O. 2' -10" x 6' -11"BASE CONTROLFACE FRAME DOORSTACK W/D4' - 8"LINENFULL HEIGHT FULL HEIGHT 30" PANTRYBOOKS AT END U.C. LIGHTSU.C. LIGHTSWINDOW BETWEEN COUNTER TOP AND UPPER CABINETS 4:12 VAULT VAULT LINE FLAT VAULT FLAT VAULT MFG. ROOF TRUSSES@ 24" O.C.2x62-2x10 DROPPED 4 TRIMMERS 103/0 x 6/8 W/ 12" D.S. SL'S2-11 7/8" LSL 2-2x12HUC410HUC410TALL WALL FRAMING SEE FORTE CALCULATION FOR SPECS4-2x63-2x618" BUFFET4-2x6GIRDER TRUSSGIRDER TRUSSGIRDER TRUSS2-11 7/8" LSLGIRDER TRUSS3-2x63-2x62-2x101-5 1/2" LSL (PLANK) 2-2x62-2x620' - 6"38' - 0"3' - 8 1/4"3' - 9 13/32"4' - 0 5/32"4' - 0 5/32"58' - 6" (BRACED WALL LINE SPACING)CS-WSP2' - 8" B.W.P.31' - 6" (BRACED WALL LINE SPACING)22' - 6" (BRACED WALL LINE SPACING)10' - 6" (BRACED WALL LINE SPACING)48' - 0" (BRACED WALL LINE SPACING)31' - 6" (BRACED WALL LINE SPACING)22' - 6" (BRACED WALL LINE SPACING)12.2'REQUIRED 6.8'REQUIRED 18.2' G.B.REQUIRED 8.6'REQUIRED 6.8'REQUIRED 18.2' G.B.REQUIRED 8.6'REQUIRED 13.0'REQUIRED 13.0'REQUIRED 13.0'REQUIRED 12.2'REQUIRED CS-WSP2' - 8" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP8' - 0" B.W.P.CS-WSP8' - 0" B.W.P.METHOD G.B. 4' - 0" BOTH SIDES METHOD G.B. 4' - 0" BOTH SIDES CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP6' - 0" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.CS-WSP4' - 0" B.W.P.CS-WSP2' - 8" B.W.P.1/4" = 1'-0"A-4031MAIN FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/14/2023 10:54:49 AMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-403OTT3836.23.23 CB193615736.23.23 CB7.12.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL3536-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFANFANPorch roof beamspocketed into house andblocked to foundation.8" / 12"6" / 12"1/8" = 1'-0"A-2013REAR ELEVATION2- A232- A232- A23Tall Wall - Great RoomMember NameResultsCurrent SolutionStudsPassed1 piece(s) 2 x 6 SPF No.1/No.2 @ 16" OCWindow (W)Passed1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank)ColumnsPassed2 piece(s) 2 x 6 SPF No.1/No.2Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. 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 WHERE 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 WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" 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 PLANS0' - 8"18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 8:12 10 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 4 ROOF VENTREQUIRED @ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"6" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"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 FOOTINGSWATER PROOF COATINGFROM GRADE TO TOPOF FOOTING6 MIL POLY V.B., OVERLAP EDGESMIN. 12" & TAPE. SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" RIGID (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 10"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGSIDING, 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" PLYWOOD SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATIONRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" RIGID (R-10)INSULATION*OUTSIDE OF CONCRETEFOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATION PROTECTION FROMUNDER SIDING TO BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/14/2023 10:54:50 AMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-501OTT3836.23.23 CB193615736.23.23 CB7.12.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL35361/2" = 1'-0"A-5012TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5013TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5014TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5015TYP. HOUSE/GARAGE WALL1/8" = 1'-0"A-5016ROOF PLAN3" 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 IS:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5019BEARING WALL SECTION3/8" = 1'-0"A-5017TYP. POURED WALL SECTION,1/2" = 1'-0"A-5018TYP. COLUMNWINDOW SCHEDULEWINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 2020 NVPWG VECTOR ENVISION SERIES 2 2' - 0" 2' - 0" 10' - 4"2 4050 NVPWG/4020 NVA1 TEMP. VECTOR ENVISION SERIES 3 4' - 0" 6' - 11 1/2" 8' - 0"3 5016 NVPWG VECTOR ENVISION SERIES 1 5' - 0" 1' - 6" 5' - 2"4 5050E NVC2 VECTOR ENVISION 1 5' - 0" 5' - 0" 6' - 10"5 6040E NVG1 VECTOR ENVISION SERIES 2 6' - 0" 4' - 0" 6' - 10"6 8050E NVGE VECTOR ENVISION SERIES 1 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #3 168 SF 8' - 10"LOWER FLOOR CLOSET 41 SF 8' - 10"LOWER FLOOR EXERCISE ROOM 308 SF 8' - 10" FINISHEDLOWER FLOOR MECHANICAL/ STORAGE 310 SF 8' - 10" UNFINISHEDLOWER FLOOR STORAGE 57 SF 8' - 10" FINISHEDLOWER FLOOR BEDROOM #2 CARPET 214 SF 8' - 10"LOWER FLOOR CLOSET CARPET 41 SF 8' - 10"LOWER FLOOR FAMILY ROOM CARPET 500 SF 8' - 10"LOWER FLOOR BATH VINYL 62 SF 8' - 10"MAIN FLOOR GARAGE 792 SF 12' - 9 3/8"MAIN FLOOR BEDROOM #2 CARPET 143 SF 9' - 1 1/8"MAIN FLOOR OWNER'S CLOSET CARPET 63 SF 9' - 1 1/8"MAIN FLOOR OWNER'S SUITE CARPET 239 SF 9' - 1 1/8" 12" BOX VAULTMAIN FLOOR PORCH CONCRETE 60 SF 9' - 1 1/8"MAIN FLOOR OWNER'S BATH TILE 99 SF 9' - 1 1/8"MAIN FLOOR GRILL DECK TREX 60 SF 9' - 1 1/8"MAIN FLOOR SCREEN PORCH TREX 195 SF 9' - 1 1/8"MAIN FLOOR LAUNDRY VINYL 47 SF 9' - 1 1/8"MAIN FLOOR MUD RM. VINYL 69 SF 9' - 1 1/8"MAIN FLOOR BATH WOOD 62 SF 9' - 1 1/8"MAIN FLOOR DINING WOOD 170 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 157 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM WOOD 310 SF 9' - 1 1/8"MAIN FLOOR KITCHEN WOOD 254 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 41 SF 9' - 1 1/8"MAIN FLOOR VESTIBULE WOOD 25 SF 9' - 1 1/8"DOOR SCHEDULE R/O'STYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 6 2' - 6" 6' - 11"3 2/4 x 6/8 PKT 2 4' - 10" 6' - 11"4 2/6 x 6/8 5 2' - 8" 6' - 11"5 2/8 x 6/8 4 2' - 10" 6' - 11"6 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"7 2/8 x 6/8 PKT 2 5' - 6" 6' - 11"8 3/0 x 6/8 OPG. 19 3/0 x 6/8 SCREEN DOOR 110 3/0 x 6/8 W/ 12" D.S. SL'S 111 4/0 x 6/8 1 4' - 2" 6' - 11"12 5/0 x 6/8 1 5' - 2" 6' - 11"13 9/0 x 6/8 SLIDER 2 8' - 11 3/4" 6' - 8"14 16' x 8' O.H. GARAGE DOOR 2 FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER 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 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:7/14/2023 10:54:52 AMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-502OTT3836.23.23 CB193615736.23.23 CB7.12.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL35363/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS 18" DEEP TRUSSES24" O.C. BASE SPACING.DIMENSIONS ARE FROM THE OUTSIDE OFSHEATHING. TRUSSES HAVE BEEN HELD IN1/2" AT EXTERIOR WALLS FOR SHEATHING.THE PAINTED END DENOTES THE LEFT ENDOF THE FLOOR TRUSS. THIS END OF THEFLOOR TRUSS IS TO BE PLACED WHERE YOUSEE THE TRIANGLE AND THE PAINTED ENDNOTE ON THE PLACEMENT PLAN. THEPAINTED END ALSO CORRESPONDS TO THELEFT SIDE OF THE SEALED TRUSS DRAWING.PLUMBING LOCATIONS ARE ESTIMATED.CONTRACTOR TO VERIFY PLUMBINGLOCATIONS.DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLANDY @ 651-688-3613OREMAIL: AHOERNEMANN@VILLAUME.COMF1F2F2F2F2F2F2F3F3F4F13F4F14F4F14F4F15F4F15F4F15F4F15F5F5F6F6F6F6F6F7F8F18F17F12F12F11F10F10F10F10F10F9F3F12F1023-01-0422-10-1253-00-0014-00-0034-00-0021-01-0412-10-122-00-0034-00-008-00-009-00-0012-00-009-00-0027-00-008-00-008-00-008-00-008-00-008-00-008-00-007-00-00Customer: Lyman Lumber - ChanhassenJob Number: 324532-AHome Owner: TOPAZ / KASEY XL / 19572 HARBOR DR SPECJob Name: RoofSite Address: 19572 HARBOR DRIVE Sales Rep: Tony StimmlerCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 6/28/2023Version: 8.5.3.233 HAND FRAMESADDLEHAND FRAMESADDLEADD 1-1/2" UNDER"G3" GIRDER BEARINGN1NNNNNNN2E1EAC2K2K1KKKKKK1C1CCCCCCCCCD1DG1GGGGGG2K3G3H1H1H1H1H1HHHHL1LLLLLLLLMH1V1V2V3V4V5V20V21V22FV23FV24FV25FV26FV31BV30BV29BV28BV27BV6V7V8V9V10V11V12V13V14BV15BV16BV17BV18BV19BV32FV33FP1PPPPPPPPPPP3P2P2P2P2P2P2P2P3P2P2P2P2P2P2P2P2P4P4P4P4P4P4P4P4P4P414-00-0034-00-004-00-0014-00-0031-06-0822-06-0019-00-0019-00-00 8-06-00 12-00-0012-00-0053-00-005-00-002-00-00Customer: Lyman Lumber - ChanhassenJob Number: 324532-AHome Owner: TOPAZ / KASEY XL / 19572 HARBOR DR SPECJob Name: RoofSite Address: 19572 HARBOR DRIVE Sales Rep: Tony StimmlerCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 6/28/2023Version: 8.5.3.233 Main Level Member Name Results Current Solution Comments Drop Screen Porch (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Drop Screen Porch (V)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Dining Patio Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Owner's Suite Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mudroom Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 16' Garage Door Middle Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 16' Garage Door End Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Entry Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #2 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Front Porch (H)Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Lower Level Member Name Results Current Solution Comments Bath Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Exercise Door Passed 2 piece(s) 2 x 10 SPF No.1/No.2 Drop Stairs (H)Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #2 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Bedroom #3 Window Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Tall Wall - Great Room Member Name Results Current Solution Comments Studs Passed 1 piece(s) 2 x 6 SPF No.1/No.2 @ 16" OC Window (G)Passed 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Window (W)Passed 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Columns Passed 2 piece(s) 2 x 6 SPF No.1/No.2 19572 Harbor Dr, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 1 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1824 @ 5 1/4"4725 (1.50")Passed (39%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1549 @ 1' 5 1/8"9878 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5986 @ 7'18346 Passed (33%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.101 @ 7'0.656 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.267 @ 7'0.875 Passed (L/591)--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. • 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 Snow Factored Accessories 1 - Hanger on 11 7/8" LSL beam 5.25"Hanger¹1.50"1205 735 1940 See note ¹ 2 - Hanger on 11 7/8" LSL beam 5.25"Hanger¹1.50"1205 735 1940 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' 2" o/c Bottom Edge (Lu)13' 2" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HUC410 2.50"N/A 18-10dx1.5 10-10d 2 - Face Mount Hanger HUC410 2.50"N/A 18-10dx1.5 10-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)5 1/4" to 13' 6 3/4"N/A 13.0 -- 1 - Uniform (PLF)0 to 14' (Front)N/A 160.0 105.0 Snow - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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 (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 2 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5836 @ 15' 8"20934 (5.50")Passed (28%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3191 @ 1' 5 3/8"14817 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)14312 @ 8'27519 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.347 @ 8'0.767 Passed (L/531)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.567 @ 8'1.022 Passed (L/324)--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 Factored Accessories 1 - Column - SPF 5.50"5.50"1.50"1516 2380 3896 Blocking 2 - Column - SPF 5.50"5.50"1.53"2721 3115 5836 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 8" o/c Bottom Edge (Lu)16' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16'N/A 19.5 -- 1 - Uniform (PSF)0 to 16' (Front)8' 6"20.0 35.0 Snow - Porch 2 - Point (lb)16' (Front)N/A 1205 735 Linked from: Drop Screen Porch (H), Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 3 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1292 @ 1 1/2"3825 (3.00")Passed (34%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1014 @ 1' 1/4"2872 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2909 @ 4' 9"3946 Passed (74%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.062 @ 4' 9"0.308 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.162 @ 4' 9"0.463 Passed (L/686)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"793 499 1292 None 2 - Trimmer - SPF 3.00"3.00"1.50"793 499 1292 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 6" o/c Bottom Edge (Lu)9' 6" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 7.0 -- 1 - Uniform (PLF)0 to 9' 6"N/A 160.0 105.0 Snow - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 4 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4485 @ 1 1/2"7613 (3.00")Passed (59%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3386 @ 1' 1/2"7902 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8979 @ 4' 3"11985 Passed (75%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.204 @ 4' 3"0.275 Passed (L/485)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.324 @ 4' 3"0.412 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.77"1659 2826 4485 None 2 - Trimmer - SPF 3.00"3.00"1.77"1659 2826 4485 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"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 6/23/23. 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, Owner's Suite Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 5 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)822 @ 0 3806 (1.50")Passed (22%)--1.0 D + 1.0 S (All Spans) Shear (lbs)333 @ 11"7902 Passed (4%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)633 @ 1' 6 1/2"11985 Passed (5%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.006 @ 1' 6 1/2"0.154 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 Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"309 513 822 None 2 - Trimmer - SPF 1.50"1.50"1.50"309 513 822 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 10.4 -- 1 - Uniform (PSF)0 to 3' 1"9' 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 6/23/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mudroom Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 6 / 22 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 Factored 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 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 6/23/23. 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 Middle 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 7 / 22 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 Factored 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 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 6/23/23. 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 End 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 8 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10742 @ 6' 1 1/2"11419 (4.50")Passed (94%)--1.0 D + 1.0 S (All Spans) Shear (lbs)6186 @ 5' 2 1/2"7902 Passed (78%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7644 @ 3' 10"11985 Passed (64%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.104 @ 3' 3 3/16"0.200 Passed (L/694)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.164 @ 3' 3 3/16"0.300 Passed (L/439)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.68"1569 2690 4259 None 2 - Trimmer - SPF 4.50"4.50"4.23"3928 6814 10742 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 5" o/c Bottom Edge (Lu)6' 5" o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 4 1/2"N/A 10.4 -- 1 - Uniform (PSF)0 to 5' 6"20'20.0 35.0 Snow - Main 2 - Uniform (PSF)5' 6" to 6' 4 1/2"31' 3"20.0 35.0 Snow - Main 3 - Point (lb)5' 6"N/A 2684 4697 Girder Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Foyer Entry Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 9 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1060 @ 1 1/2"7613 (3.00")Passed (14%)--1.0 D + 1.0 S (All Spans) Shear (lbs)658 @ 1' 1/2"7902 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1328 @ 2' 9"11985 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"579 481 1060 None 2 - Trimmer - SPF 3.00"3.00"1.50"579 481 1060 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 10.4 -- 1 - Uniform (PLF)0 to 5' 6"N/A 160.0 105.0 Snow - Gable 2 - Uniform (PSF)0 to 5' 6"2'20.0 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 6/23/23. 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, Bedroom #2 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 10 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1444 @ 2"4463 (3.50")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1116 @ 1' 3/4"2872 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3134 @ 4' 8"3946 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.103 @ 4' 8"0.450 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.165 @ 4' 8"0.600 Passed (L/655)--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. •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 Factored Accessories 1 - Column - SPF 3.50"3.50"1.50"546 898 1444 Blocking 2 - Column - SPF 5.50"5.50"1.50"566 930 1496 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 6" o/c Bottom Edge (Lu)9' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 9' 6" (Front)5' 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 6/23/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 11 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2515 @ 1 1/2"3825 (3.00")Passed (66%)--1.0 D + 1.0 L (All Spans) Shear (lbs)893 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1689 @ 1' 7"3431 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 7"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 7"0.146 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.97"694 1821 2515 None 2 - Trimmer - SPF 3.00"3.00"1.97"694 1821 2515 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 2" o/c Bottom Edge (Lu)3' 2" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 2"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 2"28' 9"15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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, Bath Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 12 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2297 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)816 @ 1' 1/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1543 @ 1' 7"3431 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 7"0.097 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 7"0.146 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.80"635 1663 2297 None 2 - Trimmer - SPF 3.00"3.00"1.80"635 1663 2297 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 2" o/c Bottom Edge (Lu)3' 2" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 2"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 2"26' 3"15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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, Exercise Door 2 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 13 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4369 @ 9' 7 1/2"11419 (3.00")Passed (38%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3422 @ 8' 8 1/2"10308 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9957 @ 4' 11 5/16"15633 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.219 @ 4' 10 11/16"0.317 Passed (L/521)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.306 @ 4' 10 11/16"0.475 Passed (L/372)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1102 2736 3838 None 2 - Trimmer - SPF 3.00"3.00"1.50"1247 3122 4369 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 9" o/c Bottom Edge (Lu)9' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 9' 9"N/A 15.6 -- 1 - Uniform (PSF)0 to 2' 1" (Front)10' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)2' 1" to 9' 9" (Front)16' 3"15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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, Drop Stairs (H) 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 14 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3682 @ 1 1/2"7613 (3.00")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2502 @ 1' 1/2"6872 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5532 @ 3' 3"10422 Passed (53%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.086 @ 3' 3"0.208 Passed (L/871)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.125 @ 3' 3"0.313 Passed (L/600)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1147 2535 3682 None 2 - Trimmer - SPF 3.00"3.00"1.50"1147 2535 3682 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Vertical Loads Location Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 6"11' 6"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"8'10.0 40.0 Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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 #2 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 15 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4351 @ 1 1/2"7613 (3.00")Passed (57%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3311 @ 1' 1/2"6318 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9190 @ 5' 2 5/16"11775 Passed (78%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.154 @ 4' 8 15/16"0.308 Passed (L/721)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.308 @ 4' 8 15/16"0.463 Passed (L/360)--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 Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.71"2313 1995 722 4351 None 2 - Trimmer - SPF 3.00"3.00"1.57"1999 1995 518 3994 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 6" o/c Bottom Edge (Lu)9' 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 9' 6"N/A 9.7 ---- 1 - Uniform (PSF)0 to 9' 6"10' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 9' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)9"N/A 792 -524 Linked from: Window (G), Support 2 4 - Point (lb)5' 3"N/A 792 -524 Linked from: Window (G), Support 3 5 - Point (lb)9' 6"N/A 285 -192 Linked from: Window (G), Support 4 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 6/23/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Patio Door 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 16 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5879 @ 6' 4 1/2"5738 (3.00")Passed (102%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2972 @ 5' 5 3/4"4308 Passed (69%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)3805 @ 3' 5 11/16"5147 Passed (74%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.038 @ 3' 4 5/8"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.069 @ 3' 4 9/16"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"991 1365 261 2356 None 2 - Trimmer - SPF 3.00"3.00"3.07"2598 1365 3009 5879 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 6' 6"10' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)5' 10" to 6' 6"19'20.0 -35.0 Snow - Main 4 - Point (lb)5' 10"N/A 1659 -2826 Linked from: Owner's Suite Window, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. 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 #3 Window 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 17 / 22 Wall Height: 11' 4 1/2"Member Height: 11'O. C. Spacing: 16.00" Design Results Actual Allowed Result LDF Load: Combination Slenderness 24 50 Passed (48%)---- Compression (lbs)353 5207 Passed (7%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)353 4383 Passed (8%)--1.0 D + 1.0 S Lateral Reaction (lbs)107 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)98 1188 Passed (8%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)294 @ mid-span 1302 Passed (23%)1.60 1.0 D + 0.6 W Total Deflection (in)0.16 @ mid-span 0.73 Passed (L/817)--1.0 D + 0.6 W Bending/Compression 0.25 1 Passed (25%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for this design is 16.67% of applicable member side dimension. •Applicable calculations are based on NDS. •A bearing area factor of 1.25 has been applied to base plate bearing capacity. •A 15% increase in the moment capacity has been added to account for repetitive member usage. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 1' System : Wall Member Type : Stud Building Code : IBC 2018 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe)2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe)2 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Spacing (0.90)(1.15)Comments 1 - Point (PLF)16.00"160.0 105.0 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Spacing (1.60)Comments 1 - Uniform (PSF)Full Length 16.00"24.3 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 6/23/23. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Great Room, Studs 1 piece(s) 2 x 6 SPF No.1/No.2 @ 16" OC ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTC Jeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 18 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)477 @ 0 5528 (1.50")Passed (9%)--1.0 D + 1.0 S (Alt Spans) Shear (lbs)576 @ 3' 10"2214 Passed (26%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-526 @ 4' 3 3/4"2045 Passed (26%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.023 @ 2' 9/16"0.144 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.053 @ 2' 1/8"0.216 Passed (L/984)--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). •Member has been designed in flat (plank) orientation. •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"285 192 477 None 2 - Trimmer - SPF 4.50"4.50"1.50"792 524 1316 None 3 - Trimmer - SPF 4.50"4.50"1.50"792 524 1316 None 4 - Trimmer - SPF 1.50"1.50"1.50"285 192 477 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' o/c Bottom Edge (Lu)13' o/c Dead Snow Vertical Loads Location Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 13'N/A 5.6 -- 1 - Uniform (PLF)0 to 13'N/A 160.0 105.0 Snow - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Tall Wall - Great Room, Window (G) 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 19 / 22 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)36 @ 0 5528 (1.50")Passed (1%)--1.0 D (All Spans) Shear (lbs)34 @ 5"1733 Passed (2%)0.90 1.0 D (All Spans) Moment (Ft-lbs)119 @ 6' 6"1600 Passed (7%)0.90 1.0 D (All Spans) Vert Live Load Defl. (in)0.000 @ 0 0.433 Passed (2L/999+)--1.0 D (All Spans) Vert Total Load Defl. (in)0.142 @ 6' 6"0.313 Passed (L/999+)--1.0 D (All Spans) Lat Member Reaction (lbs)628 @ 13'N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)572 @ 7"8727 Passed (7%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)2042 @ mid-span 4140 Passed (49%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.702 @ mid-span 0.867 Passed (L/222)--1.0 D + 0.6 W Bi-Axial Bending 0.54 1.00 Passed (54%)1.60 1.0 D + 0.6 W System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (5/16"). •Lateral deflection criteria: Wind (L/180) •Member has been designed in flat (plank) orientation. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"36 36 None 2 - Trimmer - SPF 1.50"1.50"1.50"36 36 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' o/c Bottom Edge (Lu)13' o/c Lateral Connections: Simpson Strong-Tie Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce-Pine-Fir Angle Connectors A23 2 (8) - 10d x 1 1/2" Right 2X Spruce-Pine-Fir Angle Connectors A23 2 (8) - 10d x 1 1/2" Dead Vertical Load Location Tributary Width (0.90)Comments 0 - Self Weight (PLF)0 to 13'N/A 5.6 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 7'23.0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Tall Wall - Great Room, Window (W) 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 20 / 22 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 6/23/23. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTCJeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 21 / 22 Wall Height: 11' 4 1/2"Member Height: 11'Tributary Width: 7' 5" Design Results Actual Allowed Result LDF Load: Combination Slenderness 32 50 Passed (64%)---- Compression (lbs)1000 3783 Passed (26%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)1000 7013 Passed (14%)--1.0 D + 1.0 S Lateral Reaction (lbs)567 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)520 2376 Passed (22%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)1560 @ mid-span 2243 Passed (70%)1.60 1.0 D + 0.6 W Total Deflection (in)0.41 @ mid-span 0.73 Passed (L/320)--1.0 D + 0.6 W Bending/Compression 0.72 1 Passed (72%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for this design is 16.67% of applicable member side dimension. •Applicable calculations are based on NDS. •The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple-member connection requirements. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 8' System : Wall Member Type : Column Building Code : IBC 2018 Design Methodology : ASD Lateral Connections: Simpson Strong-Tie Supports Connector Type/Model Quantity Connector Nailing Top Angle Connectors A23 2 (8) - 10d x 1 1/2" Base Angle Connectors A23 2 (8) - 10d x 1 1/2" •Angle connectors are to be installed staggered each side of members < 3.00" thick. Dead Snow Vertical Load Tributary Width (0.90)(1.15)Comments 1 - Point (lb)N/A 200 800 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 7' 5"23.2 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 6/23/23. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Great Room, Columns 2 piece(s) 2 x 6 SPF No.1/No.2 ForteWEB Software Operator Job Notes 7/7/2023 11:53:41 PM UTC Jeffrey Doty, EWP Designer Arrow, Lampert, & Lyman Companies (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: 19572 Harbor Dr, Lakeville, MN Topaz - Kasey XL Custom 19572 Harbor Dr, Lakeville, MN 7/7/23; #30415 Page 22 / 22 MAIN FLOOR1' -8 1/4"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"SMARTSIDE BOARD & BATTEN TYP.6" SMARTSIDE FRIEZE BOARDTYP. @ FRONT6" SMARTSIDE CORNER TRIM @ FRONT TYP.4" SMARTSIDE TRIM@ FRONT TYP.ADDRESS STONE6" SMARTSIDE LAP SIDING @ FRONT TYP.GARAGE PLATE HEIGHT10' - 9 3/8"MAIN PLATE HEIGHT9' - 1 1/8"CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.8" / 12"3 PHOTOCELL LIGHTS @ FRONT8" / 12"3' - 6"4" / 12"TOP ROW GLASSTOP ROW GLASS12020 NVPWGR.O. 2' -0" x 2' -0"H.H. 10' -4"8" 12"8" 12"8" 12"12020 NVPWGR.O. 2' -0" x 2' -0"H.H. 10' -4"24" RETURNS TYP.8" 12"8" / 12"8" / 12"8" / 12"8" / 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING @ SIDES & REAR4" SMARTSIDE TRIMWINDOWS & DOORS @ SIDES & REAR 8" / 12"6" / 12"24" RETURNS TYP.8" 12"8" / 12"8" / 12"8" / 12"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:6/23/2023 4:54:46 PMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-201OTT3836.23.23 CB193615736.23.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL35361/4" = 1'-0"A-2011FRONT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATION PLANA-402 LOWER FLOOR PLANA-403 MAIN FLOOR PLANA-501 DETAILS/ ROOF/ SCHEDULE1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATION2- A232- A232- A23Tall Wall - Great RoomMember NameResultsCurrent SolutionStudsPassed1 piece(s) 2 x 6 SPF No.1/No.2 @ 16" OCWindow (W)Passed1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank)ColumnsPassed2 piece(s) 2 x 6 SPF No.1/No.2 7' - 10"13' - 10"12' - 0"8' - 6"38' - 0"1' - 4 1/2"16' - 9" M.O.0' - 10 1/2"1' - 4 1/2"16' - 3" M.O.1' - 4 1/2"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.9'-0"(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.0' - 4"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB24' - 6"33' - 6"19' - 0"19' - 0"9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.ALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.34' - 0"14' - 0":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODESTEP 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.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8' - 10":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEALL DIMENSIONS ARETO EXTERIOR OF CONCRETE, NOT INSULATION26' - 8"5' - 0"53' - 0"58' - 0"58' - 0"48' - 0"10' - 6"4' - 7"4' - 2 1/4"1' - 5 3/4"2' - 11 3/4"21' - 1 1/4"13' - 5"6' - 0 1/4"4' - 5 1/2"14' - 2 1/2"9' - 10 3/4"9' - 2"9'-0"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.14' - 2 3/4"3' - 0 1/2"2' - 6"3' - 6"6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)2' - 0"31' - 6"22' - 6"2' - 0"58' - 6"34' - 4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY2' - 0"6' - 10"58' - 6"3' - 6"7' - 6 1/2"6' - 2 3/4"10' - 5"3' - 8"5' - 11 3/4"8' - 6"5' - 2 1/4"14' - 3"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY15' - 3 1/4"24' - 8 3/4"3' - 0 1/2"2' - 11 1/2"3' - 6"13' - 6 1/2"0' - 2 3/4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:6/23/2023 4:54:47 PMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-401OTT3836.23.23 CB193615736.23.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL35361/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATED* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE/SHEATHING,NOT INSULATION2" FOAM INSULATIONBETWEEN WALL & SLABKNEE WALL W/ 14" PAINTED SPINDLES 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.5' - 0"53' - 0"15' - 6"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7' - 0"17' - 5 1/4"5' - 5 1/2"4' - 6 1/4"1' - 2"17' - 5"5' TUB/SHWR4' VANITY2' LINEN2x6SMOKEDET.R & SH. @ 65"5' - 0"4' - 4"1' - 7"0' - 4"19' - 8"4' - 0"9' - 6"14' - 10"21' - 4"4' - 0"3' - 8"5' - 4"0' - 4"0' - 4"18' - 1"2' - 11 3/4"23' - 1 1/4"3-9 1/2" LSLDROPPED8' - 11"4' - 8 3/4"21' - 9 1/4"3' - 8"8' - 11"7' - 0"7' - 0"27' - 3"6' - 9"2-9 1/2" LSL34' - 4"24' - 6"33' - 6"15' - 6"73' - 6"12' - 0"8' - 6"19' - 0"19' - 0"20' - 6"38' - 0"BEDROOM #2CLOSETBATHFAMILY ROOMMECHANICAL/STORAGE26' - 8"7' - 10"13' - 10"0' - 4"0' - 4"9' - 2"14' - 0"34' - 0"10' - 6"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING2-2x10W/ 2 TRIMMERS B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.2' - 8"2-2x10W. H.FURNACEAIR EX.SUMP2x10 HAND FRAMING ABOVE, COVER 4 TREADS 6' - 10"2' - 0"2-2x10'S TRT'D@ 16" 0.C.2-2x10'S TRT'D@ 16" 0.C.14' - 11"5' - 8 1/4"13' - 2 3/4"6x6 TRT'D POST ONCONCRETE BELL FOOTINGMIN. 42" BELOW GRADE (TYP.)2' - 0"31' - 6"22' - 6"2' - 0"58' - 6"32/6 x 6/8R.O. 2' -8" x 6' -11"32/6 x 6/8R.O. 2' -8" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"56040E NVG1R.O. 6' -0" x 4' -0"H.H. 6' -10"56040E NVG1R.O. 6' -0" x 4' -0"H.H. 6' -10"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 NOTES0' - 2 3/4"11' - 0 1/2"4' - 2 3/4"3-2x60' - 2 3/4"3' - 6"7' - 6 1/2"6' - 2 3/4"SCREEN PORCH ABOVE DECK ABOVE 8' - 10"24' - 8 3/4"3' - 0 1/2"2' - 11 1/2"3' - 3 1/4"0' - 2 3/4"13' - 6 1/2"0' - 2 3/4"3' - 6"14' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"SMOKEDET.CO DET.SMOKEDET.R & SH. @ 65"B.W.P.2' - 8"CLOSETBEDROOM #35' - 1"11' - 1 3/4"6' - 0"55" LINEAR ELEC. F.P.2' - 0"32/6 x 6/8R.O. 2' -8" x 6' -11"58' - 6"UNEXCAVATED32/6 x 6/8R.O. 2' -8" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"STORAGEFINISHEDEXERCISE ROOMFINISHEDSINKU.C. REFWET BARBASEBASE W/ TV ABOVE 5' - 6 1/2"14' - 2 3/4"1/4" = 1'-0"A-4021LOWER FLOOR PLANTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:6/23/2023 4:54:49 PMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-402OTT3836.23.23 CB193615736.23.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL3536Make this abearing wall2-2x107500#7500#5 1/4" x 11" Trtd. Glulam2-2x10 Trtd.2-2x10 Trtd.2-2x10 Trtd.2-2x10 Trtd.3-2x64-2x63-2x64-2x62-2x10 w/2 Trimmers2-9 1/2" LVL3-2x10Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise *** 4" CONCRETE SLAB, SLOPETOWARDS DOORS5/8" TYPE X GYP. BD. @ CEILING 1/2" GYP. BD. ON GARAGE WALLS 2x4 EXTERIOR WALLS @ GARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISEGARAGE34' - 0"2' - 0"31' - 6"22' - 6"2' - 0"8' - 0"14' - 0"7' - 0"2' - 0"9' - 0"19' - 0"19' - 0"12' - 0"8' - 6"38' - 0"27' - 0"58' - 6"15' - 6"33' - 6"24' - 6"19' - 1"33' - 11"4' - 3"4' - 9"73' - 6"14' - 0"34' - 0"48' - 0"10' - 6"1' - 6"16' - 0"1' - 6"1' - 6"16' - 0"1' - 6"5' - 1"6' - 2"2' - 7"11' - 3"7' - 0"4' - 7 3/4"9' - 4 1/4"R & SH. @ 65"9' - 1 3/4"2' - 6"3' - 7 1/4"4' - 5"DBLOVEN16" SH.36" REFSINK19' - 8"4' - 0"24' - 4"5' - 7"5' - 8"6' - 10"15' - 11"2' - 0"16' - 0"5' - 0"3' - 8"4' - 0"21' - 4"0' - 4"0' - 4"2x10 HAND FRAMING BELOW COVER 4 TREADS 6'-6" VANITYTILE SHOWERR & SH. @ 65"SINKATTICACCESSEQEQ78" LINEAR ELEC. F.P.8' - 0"7' - 0"7' - 0"8' - 8 1/8"17' - 1 7/8"8' - 2"0' - 4 1/2" TYP.DININGGREAT ROOMOWNER'S SUITE12" BOX VAULTOWNER'SBATHLAUNDRYVESTIBULEFOYERBEDROOM #2BATHPANTRYKITCHEN11' - 4 3/4"1' - 2"3' - 4"3' - 6"4' - 6"SET FIREPLACE 12" A.F.F.W/ TV ABOVE CENTERED 6' - 0"6' - 0"6' - 6"20' - 6"SMOKEDET.SMOKEDET.CO DET.CO DET.SMOKEDET.KNEE WALL W/ 14" STAINED SPINDLES PORCHGIRDER TRUSSB.W.P.4' - 0"B.W.P.4' - 0"PFH1' - 6"PFH1' - 6"PFH1' - 6"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.3' - 6"B.W.P.3' - 6"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"B.W.P.2' - 6"B.W.P.2' - 6"B.W.P.4' - 0"B.W.P.3' - 0"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"36" COOKTOP W/WOOD HOOD ABOVE SCREENPORCH3-2x102-9 1/2" LSL2-9 1/2" LSL W/2 TRIMMERS EA. SIDE MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2-9 1/2" LSL W/2 TRIMMERS EA. SIDE 2' - 3"4' - 0"2' - 3"73' - 6"MFG. ROOF TRUSSES@ 24" O.C.GRILL DECKRECYCLING R & SH. @ 65"OWNER'SCLOSETMAKE-UPDRESSER5' - 2"0' - 10"2' - 6 1/4"2x652/8 x 6/8 FIRE RATEDR.O. 2' -10" x 6' -10 1/4"93/0 x 6/8 W/ 12" D.S. SL'S32/6 x 6/8R.O. 2' -8" x 6' -11"115/0 x 6/8R.O. 5' -2" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"104/0 x 6/8R.O. 4' -2" x 6' -11"45050E NVC2R.O. 5' -0" x 5' -0"H.H. 6' -10"62/8 x 6/8 PKTR.O. 5' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"73/0 x 6/8 OPG.62/8 x 6/8 PKTR.O. 5' -6" x 6' -11"42/8 x 6/8R.O. 2' -10" x 6' -11"78050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"24050 NVPWG/4020 NVA1 TEMP.R.O. 4' -0" x 6' -11 1/2"H.H. 8' -0"22139/0 x 6/8 SLIDERR.O. 8' -11 3/4" x 6' -8"83/0 x 6/8 SCREEN DOOR22/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"TYP.2' - 0"2-9 1/2" LSL1' - 0"4' - 3 1/4"1' - 7 3/4"3' - 6"2' - 5"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 NOTES5' - 2"5' - 2"5' - 2"24' - 6"3' - 6"2' - 6"3' - 6"58' - 6"3' - 6"8' - 0"6' - 0"5:12 VAULT LINE KNOTTY CEDAR CEILING SCREEN PANELS ON 36" (H) KNOTTY CEDAR WALLS SHOWER BENCH 5' - 0"53' - 0"15' - 6"24" KNEE WALL W/ GLASS ABOVE 3-9 1/2" LSL FULL LENGTH 3-9 1/2" LSL FULL LENGTH 2-9 1/2" LSL FULL LENGTH 3-2x6SMOKEDET.28' - 0"6' - 0"9' - 0"B.W.P.4' - 0"4' - 0"8' - 0"22/4 x 6/8R.O. 2' -6" x 6' -11"22/4 x 6/8R.O. 2' -6" x 6' -11"60" F.G. SHWRR & SH. @ 65"9' - 0"3' - 6"4' - 6"4' - 0"DW16" SH.16" SH.35016 NVPWGR.O. 5' -0" x 1' -6"H.H. 5' -2"18" BUFFET18" BUFFETBASE18" BUFFETBENCH12/4 SHWR DR.BUILT-INBUILT-IN4' - 8"4' - 8"4' - 8"MUD RM.MFG. ROOF TRUSSES@ 24" O.C.WALL BRACING WILLBE UPDATED WHEN PLAN IN FINISHED 4'-3" VANITY42/8 x 6/8R.O. 2' -10" x 6' -11"BASE CONTROLFACE FRAME DOORSTACK W/D4' - 8"LINENFULL HEIGHT FULL HEIGHT 30" PANTRYBOOKS AT END U.C. LIGHTSU.C. LIGHTSWINDOW BETWEEN COUNTER TOP AND UPPER CABINETS 4:12 VAULT VAULT LINE FLAT VAULT FLAT VAULT MFG. ROOF TRUSSES@ 24" O.C.2x61/4" = 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:6/23/2023 4:54:51 PMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-403OTT3836.23.23 CB193615736.23.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL3536Header Spans:Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***2-2x103-11 7/8" LSLFull Length3-2x64-2x63-2x62-2x103-2x63-2x64-2x63-2x6Girder TrussGirder Truss2-11 7/8" LSL2-11 7/8" LSL3-11 7/8" LSLFull Length2-11 7/8" LSLFull LengthHUC410Tall Wall - See sheet A2014 Trimmers2-2x10Dropped 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 WHERE 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 WHERE REQUIRED BY CODE)3/4" T&GSUBFLOOR6 MIL. V.B.1/2" GYP. BD.2x6 STUDS @ 16" O.C.W/ R-20 F.G. INSULATION1/2" 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 PLANS0' - 8"FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER 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 PORTAL18" OVERHANGS & 12" RAKES TYP.STANDARD ENERGY HEELS @ 5:12W/ 8:12 FASCIA LINES TO MATCH 10 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 4 ROOF VENTREQUIRED @ GARAGE 8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" / 12"8" / 12"6" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"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 FOOTINGSWATER PROOF COATINGFROM GRADE TO TOPOF FOOTING6 MIL POLY V.B., OVERLAP EDGESMIN. 12" & TAPE. SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" RIGID (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSINSULATION & SEALANT TOBE CONT. OVER WALLMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 10"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.6 MIL. V.B.9'-0"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" PLYWOODSHEATHINGSIDING, 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" PLYWOOD SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGE2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATIONRIM JOISTR-20 MIN. SPRAYFOAM INSULATION2" RIGID (R-10)INSULATION*OUTSIDE OF CONCRETEFOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGINSULATION PROTECTION FROMUNDER SIDING TO BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS1' - 5"0' - 9 1/2"2x4 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 5"0' - 9 1/2"FRAMING4x4 POSTTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:6/23/2023 4:54:53 PMKASEY XL SPECL6, B2 -BERRES RIDGE 8TH ADDITION19572 HARBOR DRIVELAVEVILLE, MN 55044A-501OTT3836.23.23 CB193615736.23.23 CB6.23.23 CB9'- 1 /18"9'-0" POURTHE KASEY XL35361/2" = 1'-0"A-5012TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5013TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5014TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5015TYP. HOUSE/GARAGE WALL3/8" = 1'-0"A-5011METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS1/8" = 1'-0"A-5016ROOF PLAN3" MIN. ABS OR PVC GASTIGHT PIPE FROM SUBSLAB TO MIN.12" ABOVE ROOF, MUST BE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TO SUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY) IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0" AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESS THAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BE MIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDINGS.SUFFICIENT SPACE MUST BE LEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BE MIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALL SOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELS OF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHER BARRIERS IF AIRFLOW HAS BEEN ESTABLISHED.LABEL THE VENT PIPE AT LEAST ONCE PER FLOOR AND IN ACCESSIBLE ATTICSWITH "RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE IS REQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM:1/2" = 1'-0"A-5019BEARING WALL SECTION3/8" = 1'-0"A-5017TYP. POURED WALL SECTION,1/2" = 1'-0"A-5018TYP. COLUMNWINDOW SCHEDULEWINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 2020 NVPWG VECTOR ENVISION SERIES 2 2' - 0" 2' - 0" 10' - 4"2 4050 NVPWG/4020 NVA1 TEMP. VECTOR ENVISION SERIES 3 4' - 0" 6' - 11 1/2" 8' - 0"3 5016 NVPWG VECTOR ENVISION SERIES 1 5' - 0" 1' - 6" 5' - 2"4 5050E NVC2 VECTOR ENVISION 1 5' - 0" 5' - 0" 6' - 10"5 6040E NVG1 VECTOR ENVISION SERIES 2 6' - 0" 4' - 0" 6' - 10"7 8050E NVGE VECTOR ENVISION SERIES 1 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR ROOM NAME FLOOR FINISH AREA PLATE HEIGHT COMMENTSLOWER FLOOR BEDROOM #3 168 SF 8' - 10"LOWER FLOOR CLOSET 41 SF 8' - 10"LOWER FLOOR EXERCISE ROOM 309 SF 8' - 10" FINISHEDLOWER FLOOR MECHANICAL/ STORAGE 310 SF 8' - 10" UNFINISHEDLOWER FLOOR STORAGE 58 SF 8' - 10" FINISHEDLOWER FLOOR BEDROOM #2 CARPET 214 SF 8' - 10"LOWER FLOOR CLOSET CARPET 41 SF 8' - 10"LOWER FLOOR FAMILY ROOM CARPET 500 SF 8' - 10"LOWER FLOOR BATH VINYL 62 SF 8' - 10"MAIN FLOOR GARAGE 792 SF 12' - 9 3/8"MAIN FLOOR BEDROOM #2 CARPET 143 SF 9' - 1 1/8"MAIN FLOOR OWNER'S CLOSET CARPET 63 SF 9' - 1 1/8"MAIN FLOOR OWNER'S SUITE CARPET 239 SF 9' - 1 1/8" 12" BOX VAULTMAIN FLOOR PORCH CONCRETE 60 SF 9' - 1 1/8"MAIN FLOOR OWNER'S BATH TILE 99 SF 9' - 1 1/8"MAIN FLOOR GRILL DECK TREX 60 SF 9' - 1 1/8"MAIN FLOOR SCREEN PORCH TREX 195 SF 9' - 1 1/8"MAIN FLOOR LAUNDRY VINYL 47 SF 9' - 1 1/8"MAIN FLOOR MUD RM. VINYL 69 SF 9' - 1 1/8"MAIN FLOOR BATH WOOD 62 SF 9' - 1 1/8"MAIN FLOOR DINING WOOD 170 SF 9' - 1 1/8"MAIN FLOOR FOYER WOOD 157 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM WOOD 311 SF 9' - 1 1/8"MAIN FLOOR KITCHEN WOOD 254 SF 9' - 1 1/8"MAIN FLOOR PANTRY WOOD 41 SF 9' - 1 1/8"MAIN FLOOR VESTIBULE WOOD 25 SF 9' - 1 1/8"DOOR SCHEDULE R/O'STYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 SHWR DR. 12 2/4 x 6/8 6 2' - 6" 6' - 11"3 2/4 x 6/8 PKT 2 4' - 10" 6' - 11"3 2/6 x 6/8 5 2' - 8" 6' - 11"4 2/8 x 6/8 4 2' - 10" 6' - 11"5 2/8 x 6/8 FIRE RATED 1 2' - 10" 6' - 10 1/4"6 2/8 x 6/8 PKT 2 5' - 6" 6' - 11"7 3/0 x 6/8 OPG. 18 3/0 x 6/8 SCREEN DOOR 19 3/0 x 6/8 W/ 12" D.S. SL'S 110 4/0 x 6/8 1 4' - 2" 6' - 11"11 5/0 x 6/8 1 5' - 2" 6' - 11"13 9/0 x 6/8 SLIDER 2 8' - 11 3/4" 6' - 8"14 16' x 8' O.H. GARAGE DOOR 2 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-15 X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: 90,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's X " round duct OR 6" flex " metal duct ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 2.550 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 140 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 32912Residential Load Calculation SEER /EER Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX030 Model Heating System Natural Gas Lennox Fiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Cooling SystemTotal R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.21 Describe other insulated areas Fiberglass, BlownTHERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.28 Appliances Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 73124 Heating Gain Cooling Load 70 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.7/14/2023 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville19572 Harbor Drive BC730925 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 2.5 Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Builders Associaton of Minnesota version 101014 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) 7/19/23 X PM