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HomeMy WebLinkAboutLA224742 - 18332 Gibbon Ct 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 24" RETURNS TYP.6" 12"6" 12"8" / 12"6" / 12"8" / 12"8" / 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING @ SIDES & REAR TYP.6" / 12"6" / 12"6" / 12"6" 12"8" 12"8" 12"6" 12"6" 12"8" / 12"8" / 12"MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.VINYL SHAKES TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONT TYP.VINYL BOARD& BATTEN TYP.12" ARCH12" ARCHSEE COLUMN SHEETA-501 DETAILVINYL LAP @ FRONT TYP.ADDRESS STONE 6" SMARTSIDE TRIM @ FRONT WINDOWS TYP.6" / 12"6" / 12"8" 12"8" 12"SMARTSIDE STORY BOARD TYP. 1' - 6"3' - 0"3' - 6"GRAGE PLATE HEIGHT 10' - 9 3/8"0' - 10"TOP ROW GLASSTOP ROW GLASSTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/28/2024 9:08:30 AMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-201OTT4445.28.24 CB1758153412693.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATION1/4" = 1'-0"A-2011FRONT ELEVATIONSecure door closed until deckis constructed with a separatepermit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode06/11/2024jnuetzman 19' - 10"1' - 4 1/2"16' - 3" M.O.0' - 4 1/2"0' - 10 1/2"16' - 3" M.O.0' - 10 1/2"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION12' - 7 1/4"3' - 10 3/4"3' - 10 3/4"17' - 9 1/4"8' - 3"5' - 1 3/4"5' - 11 1/4":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 3 1/2" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.15' - 0"16' - 0"18' - 0"12' - 0"38' - 2"5' - 10"3' - 0"8' - 10"50' - 2"19' - 4"18' - 0"18' - 0"36' - 0"18' - 6"2' - 0"27' - 6"22' - 6"7' - 0"5' - 6"29' - 8"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATIONSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE6' - 9 1/4"2' - 0 3/4"54' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE2' - 10 3/4"17' - 8 1/2"3' - 1 1/2"5' - 11 1/4"59' - 0"5' - 6"49' - 0"23' - 4"FLOOR DRAINSLEEVE FOR GARAGE DRAIN 29' - 6"29' - 6"59' - 0"15' - 8 3/4"15' - 3 1/4"54' - 6"3' - 0"LEAVE A 12" GAPIN THE FOOTING FOR PLUMBING SITE VERIFY6' - 0"6'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY4' - 1"7' - 10 1/4"6' - 9 3/4"18' - 0 3/4"5' - 3 1/4"0' - 9 1/4"6' - 2 3/4"30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY18' - 0 3/4"5' - 3 1/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 3 1/2" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/28/2024 9:08:31 AMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-401OTT4445.28.24 CB1758153412693.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/4" = 1'-0"A-4011FOUNDATION PLANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 18" FLOOR TRUSSESPER MFG. SPACINGSET SILL 6" ABOVETREATED PLATE 3-14" LVL DROPPED 8"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB29' - 8"5' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"(5) 16" SH.62/8 x 6/8R.O. 2' -10" x 6' -11"MECHANICALBATHBEDROOM #5FAMILY ROOMGAME ROOMW. H.F. D.SUMPAIR EX.3' - 7"15' - 9"0' - 4"16' - 6"21' - 8"5' - 9"6' - 3"3' - 0"5' - 10"38' - 2"12' - 0"8' - 10"50' - 2"19' - 4"8' - 10"19' - 10"1' - 4 1/2"16' - 3" M.O.0' - 4 1/2"0' - 10 1/2"16' - 3" M.O.0' - 10 1/2"36' - 0"18' - 6"54' - 6"29' - 6"29' - 6"7' - 6"7' - 6"8' - 0"8' - 0"9' - 0"9' - 0"15' - 0"16' - 0"18' - 0"3-11 7/8" LSL W/3 TRIMMERS 2-2x104-2x63-2x63' - 6"3' - 6"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING12' - 10"3' - 8"3' - 8"18' - 0"CO DET.SMOKEDET.2-2x102-2x1018' - 0"18' - 0"59' - 0"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.SMOKEDET.5' - 6"49' - 0"2-2x1023' - 4"INSULATE FLOOR ABOVE GAS LINEFLOOR DRAINCAN'T JOISTSLEEVE FOR GARAGE DRAIN 2-ZONE HVAC 7' - 0"22' - 6"27' - 6"2' - 0"59' - 0"84030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"148040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"148040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"136/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"W.S.18" FLOOR TRUSSESPER MFG. SPACING6' - 6 1/4"4' - 2 3/4"0' - 8"11' - 11"3' - 7 1/4"11' - 8"42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.R & SH.48" F.G. SHWR6' VANITY2' LINENFLOOR GIRDER LEAVE A 12" GAPIN THE FOOTING FOR PLUMBING CLOSET2x6.MECH. CHASE ABOVE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.FURNACE3 TRIMMERS 2-9 1/2" LSL2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.3-2x102-9 1/2" LSL 2-9 1/2" LSLW/ 2 TRIMMERS 4-2x64-2x64-2x64-2x64' - 6"5' - 10"9' - 0"54' - 6"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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/28/2024 9:08:32 AMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-402OTT4445.28.24 CB1758153412693.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/4" = 1'-0"A-4021LOWER FLOOR-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANContinue Holdowns asshown in 3/S2 12' - 0"38' - 0"6' - 0"3' - 0"49' - 0"5' - 6"UNDERMOUNTSINKDWPORCH18' - 6"36' - 0"1' - 0"16' - 0"1' - 0"0' - 6"16' - 0"1' - 6"0' - 10"10' - 10"6' - 10"1516' x 8' INSULATED O.H. GARAGEDOOR20" FLOOR TRUSSESPER MFG. SPACING9' - 0"50' - 0"18' - 0"16' - 0"15' - 0"GARAGEDBLOVEN@ 7' -10" H.H.ABOVE LANDING20" FLOOR TRUSSESPER MFG. SPACING3' - 0"32' - 6"EQEQKNEE WALL W/ 14" SPINDLES 18' - 0"3' - 8"3' - 8"12' - 8"SEE COLUMN DETAIL SHEET A-50118' - 0"18' - 0"1516' x 8' INSULATED O.H. GARAGEDOOR54' - 6"17' - 0"3' - 0"72/8 x 6/8R.O. 2' -10" x 6' -10 1/4"83/0 x 6/8 ARCH4' - 5"5' - 0"3' - 6"9' - 0"3' - 6"CLOSETPOWDERMUDROOM12" B.C.36" PANTRY36" REF36" GASCOOKTOPW/ HOOD42" TALL WALLW/ WOOD CAPDINING2' - 0"93/0 x 6/8 W/ 12" SL'S1' - 0"9" HEAT DUCTGREAT ROOM20" FLOOR TRUSSESPER MFG. SPACING5' - 4 1/4"5' - 1 3/4"5' - 6"7' - 0"5' - 0"6' - 2"GIRDER TRUSSMFG. ROOF TRUSSES@ 24" O.C.KITCHENCARPETWOOD5' - 9"3' - 9"5' - 9 1/4"7' - 10"11' - 2"OFFICEFOYER1' - 6"4' - 0"13' - 0"4' - 0"8' - 9"6' - 3"19' - 0"5' - 6"7' - 6"19' - 6"2' - 0"27' - 6"22' - 6"7' - 0"29' - 6"29' - 6"3' - 8"8' - 8"2' - 8"8' - 0"8' - 0"8' - 6"9' - 6"0' - 8" TYP.2' - 10 5/8"12' - 3"6' - 6 3/8"16' - 4"5' - 5"0' - 7"5' - 9"6' - 3"3-20" LVLFLUSH3-2x102-2x10 CONT.5'-0" COUNTERHEIGHT BUFFET W/ STAINED WOOD TOP 3-16" LVL FLUSH7' - 6"SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.R & SH.126/0 x 6/8 FULL VIEWR.O. 6' -2" x 6' -11"MICROSHELF 12"x12" S.R. SOFFITPULLOUTS 2-2x8 DROP CONT.2-16" LVL FLUSH2-2x102-2x102-2x102-2x10RECESSED 1414" TRANSOM / 6/0 x 6/8 SLIDERR.O. 6' -0" x 7' -10"PED. SINKSTAINED LOCKERS 12" FLUSH S.B.3-9 1/2" LSL8' - 6"14' - 6"2-2x104' - 6"6' - 8"7' - 10"LEDGEGIRDER TRUSSWALL ABOVE BEARING ON FLOOR TRUSSES WHITE PAINTED CABINETS & TILE BACKSPLASHGIRDER TRUSSSET F.P. 18" A.F.F. T.V. ABOVENO HEARTHSTONE TO CEILINGTECH TUBE20" FLOOR TRUSSESPER MFG. SPACING59' - 0"WALL LINE ABOVE5' - 6"9' - 6"3-2x64-2x6GIRDER9' - 0"54' - 6"16" SH.16" SH.23' - 0"18" SHALLOWBASE53636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"MANTEL HGT.PAINTEDBUILT-INMANTEL HGT.PAINTEDBUILT-INGAS LINE4" CONCRETE SLAB, SLOPETOWARDS DRAINS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISEINSULATE GARAGE WALLS AND CEILINGROUGH-IN FOR FUTURE GARAGE HEATER COLD SPIGOTL.T.3' - 0"FLOOR DRAINPOT FILLER CABINETS TO CEILING W/ SMALL GLASS UPPERS ABOVE 2' - 9"18"MECH. CHASE 24" CANT. ABOVE 59' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"MFG. ROOF TRUSSES@ 24" O.C.SMOKEDET.136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"104050 NVPWG TEMP.R.O. 4' -0" x 5' -0"H.H. 13' -6 3/4"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"663650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"642036 NVH1R.O. 2' -0" x 3' -6"H.H. 6' -10"78" LINEAR ELEC. F.P.ALL TOILETS SET UP FOR BIDET, ELONGATEDTOILETS12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 68"1' - 0"12' - 3"4' - 3"63' - 4"3' - 8"22/4 x 6/8 ARCHPOT FILLER63650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"660' - 8" TYP.EQEQ5x5 PSL FROM FLUSH BEAM TO HEADER, NO PLATES MFG. ROOF TRUSSES@ 24" O.C.3-16" LVL 5x5 PSL5x5 PSL5x7 PSL FROM GIRDER TO HEADER, NO SPF PLATES 2-11 7/8" LSL3-24" LVL 4-2x65x5 PSL5x7 PSL FROM GIRDER TO HEADER, NO SPF PLATES 2-2x102-2x102-2x102-2x10 CONT.4-2x64-2x64-2x65x5 PSL4' - 6"5' - 10"8' - 8"35' - 6"20' - 0"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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/28/2024 9:08:34 AMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-403OTT4445.28.24 CB1758153412693.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPENFANVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).BWPsAboveBWPsAboveBWPsAboveShearwall5.855555PFHPFHPFHPFH633.255.710.25Powered makeup airunit required for rangehood exceeding 400cfm. Must beinterlocked with rangehood.3.63.1 SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.BEDROOM #4KNEE WALL W/ 14" SPINDLES14' - 8"3' - 8"3' - 8"18' - 0"29' - 2 3/4"10' - 9 1/4"18' - 4"21' - 8"31' - 8"0' - 10"5' - 0"4' - 6"ATTICACCESSMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.5' - 5"8' - 0 3/4"3' - 8"8' - 5 1/2"1' - 3"5' - 6 3/4"9' - 7"13' - 7"2' - 6"3' - 8"6' - 3"5' - 4"2' - 8"12' - 0"8' - 0"8' - 0"4' - 6"8' - 0"5' - 6"8' - 0"16' - 0"18' - 0"8' - 9"8' - 9"4' - 6"4' - 6"7' - 9"7' - 9"17' - 6"9' - 0"15' - 6"42' - 0"2-2x102-2x102-9 1/2" LSL W/ 2 TRIMMERS40' - 0"6' - 0"2-2x106' - 0"40' - 0"46' - 0"2-2x106' - 4 1/4"5' - 5 1/2"4' - 2"3' - 3"7' - 11 1/4"5' - 4"3' VANITY2' LINEN3' VANITYBATHBEDROOM #311' - 8"6' - 8 1/4"2' - 11 1/2"4' - 2"8' - 2"8' - 4 1/4"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"R & SH.R & SH.CLOSET5' x 3' TUB W/ 6" TILEDECK0' - 6"TILE SHOWER(2) SHAMPOO SHELF7'-6" VANITYEN SUITEPRIMARY SUITEBOX VAULTTYP.2' - 0"J&J BATH48" F.G. SHWRBEDROOM #212/4 x 6/8R.O. 2' -6" x 6' -11"L.T.LAUNDRY42' - 0"2-2x102-2x10 W/ 2 TRIMMERSHALLCO DET.CLOSET #1CLOSET #2CONTROLHEADWASHERDRYER2' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 9"6' - 10"3' - 4"5' - 1"0' - 11"3' - 5"5' - 9"62/8 x 6/8R.O. 2' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 1 1/2"2' - 5"1'-6" LINEN116/0 x 6/8R.O. 6' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"74020 NVPWG TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"CURB2' - 8"R & SH.CORNER SEAT R & SH.2x62x63' VANITY115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"126020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"158046E NVGER.O. 8' -0" x 4' -6"H.H. 6' -10"32036 NVC1R.O. 2' -0" x 3' -6"H.H. 6' -10"94040E NVG1R.O. 4' -0" x 4' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"42/6 x 6/8R.O. 2' -8" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"46' - 0"42" HALF WALL W/ GLASS PANEL ABOVE 5' - 8"2' - 0 1/4"4' - 2"2' - 8"5' TUB/SHWR6' - 0"2' - 0"3' - 1"105/0 x 6/8R.O. 5' -2" x 6' -11"8' - 6"3' - 2"1' - 0 1/4"5' - 8"R & SH.14' - 6 1/4"R & SH.R & SH.2' - 0"2x62' - 10"R & SH.3' - 2"6' - 8"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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/28/2024 9:08:35 AMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-404OTT4445.28.24 CB1758153412693.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/4" = 1'-0"A-4041UPPER FLOOR PLANTemper ifwithin 60"of tub floorFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).3.53.75 STANDARD ENERGY HEELS @ 8:12 18" OVERHANGS & 12" RAKES TYP. 8 ROOF VENTS REQUIRED @ HOUSE STANDARD ENERGY HEELS @ 6:12 W/ 8:12 FASCIA LINES TO MATCH 6" / 12"8" / 12"8" / 12"6" / 12"6" / 12"6" / 12"6" / 12"8" / 12"8" / 12"6" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED 1 ROOF VENT REQUIRED 3 ROOF VENTS REQUIRED AT GARAGE WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERVERIFY 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 FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)ANCHOR 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"ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS9' - 1 1/8"1' - 4"6' - 8"R=1'-7"3' - 0"1' - 5"0' - 9 1/2"2x6 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 6"FRAMING4x4 POST3' - 0"1' - 10"1' - 8"1' - 4"1' - 2"1' - 10"1' - 4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 6REV. 7REV. 8REV. 9REV. 10PLATE 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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN5/28/2024 9:08:37 AMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-501OTT4445.28.24 CB1758153412693.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPENWINDOW SCHEDULEWINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 2020 NVA1 VECTOR ENVISION SERIES 2 2' - 0" 2' - 0" 6' - 10"2 2020 NVFA1 VECTOR ENVISION SERIES 2 2' - 0" 2' - 0" 8' - 0"3 2036 NVC1 VECTOR ENVISION SERIES 1 2' - 0" 3' - 6" 6' - 10"4 2036 NVH1 VECTOR ENVISION SERIES 1 2' - 0" 3' - 6" 6' - 10"5 3636 NVG1 VECTOR ENVISION SERIES 1 3' - 6" 3' - 6" 6' - 10"6 3650 NVPWG/3620 NVA1 TEMP. VECTOR ENVISION SERIES 7 3' - 6" 7' - 0" 8' - 0"7 4020 NVPWG TEMP. VECTOR ENVISION SERIES 1 4' - 0" 2' - 0" 6' - 10"8 4030 NVPWG TEMP. VECTOR ENVISION SERIES 1 4' - 0" 3' - 0" 1' - 8 1/4"9 4040E NVG1 VECTOR ENVISION SERIES 1 4' - 0" 4' - 0" 6' - 10"10 4050 NVPWG TEMP. VECTOR ENVISION SERIES 1 4' - 0" 5' - 0" 13' - 6 3/4"11 5040E NVG1 VECTOR ENVISION SERIES 3 5' - 0" 4' - 0" 6' - 10"12 6020 NVFA3 VECTOR ENVISION SERIES 1 6' - 0" 2' - 0" 6' - 10"13 6050E NVG1 VECTOR ENVISION SERIES 1 6' - 0" 5' - 0" 6' - 10"14 8040E NVGE VECTOR ENVISION SERIES 2 8' - 0" 4' - 0" 6' - 10"15 8046E NVGE VECTOR ENVISION SERIES 1 8' - 0" 4' - 6" 6' - 10"16 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 #5 CARPET 160 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 48 SF 8' - 2"LOWER FLOOR FAMILY ROOM CARPET 685 SF 8' - 2" .LOWER FLOOR GAME ROOM CARPET 181 SF 8' - 2" .LOWER FLOOR MECHANICAL CONCRETE 195 SF 8' - 2"LOWER FLOOR BATH VINYL 68 SF 8' - 2" .MAIN FLOOR GREAT ROOM CARPET 299 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 957 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 106 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 43 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM VINYL 75 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 177 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 148 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 352 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD 120 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #2 CARPET 192 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 192 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 196 SF 9' - 1 1/8"UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 53 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 62 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 145 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 257 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR EN SUITE TILE 177 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 50 SF 8' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 108 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 SF 8' - 1 1/8" .DOOR SCHEDULE R/O'STYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 x 6/8 12 2' - 6" 6' - 11"2 2/4 x 6/8 ARCH 13 2/4 x 6/8 PKT 2 4' - 10" 6' - 11"4 2/6 x 6/8 5 2' - 8" 6' - 11"5 2/6 x 6/8 PKT 1 5' - 2" 6' - 11"6 2/8 x 6/8 3 2' - 10" 6' - 11"7 2/8 x 6/8 1 2' - 10" 6' - 10 1/4"8 3/0 x 6/8 ARCH 19 3/0 x 6/8 W/ 12" SL'S 110 5/0 x 6/8 1 5' - 2" 6' - 11"11 6/0 x 6/8 1 6' - 2" 6' - 11"12 6/0 x 6/8 FULL VIEW 1 6' - 2" 6' - 11"13 6/0 x 6/8 SLIDER 1 6' - 0" 6' - 8"14 14" TRANSOM / 6/0 x 6/8 SLIDER 1 6' - 0" 7' - 10"15 16' x 8' INSULATED O.H. GARAGE DOOR 21/8" = 1'-0"A-5011ROOF PLAN3/8" = 1'-0"A-5012TYP. WALL SECTION1/2" = 1'-0"A-5013TYP. WALKOUT SECTION1/2" = 1'-0"A-5014TYP. LOOKOUT SECTION1/2" = 1'-0"A-5015TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5016TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5017GARAGE CEILING1/2" = 1'-0"A-5018BEARING WALL SECTION1/2" = 1'-0"A-5019ARCH DETAIL1/2" = 1'-0"A-50110TYP. COLUMN3" 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: COPYRIGHT HANSON GROUP, LLC 2024©June 6, 2024Project Number:Date:4.250S11Sheets: of2PLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DescriptionDateRevisionGhani Residence18332 Gibbon CourtLakeville, MN5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPrint Name:Signed: License Number:6-6-24Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 302Burnsville, MN 55337Garrett Brunell52600UPPER LEVEL PLAN SHOWN FORLOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN FLOOR PLAN SHOWN FORLOCATION REFERENCE ONLY2S1REFERENCE PLANPARTIAL LOWER LEVEL FLOOR PLANSHOWN FOR LOCATION REFERENCEONLY1S1REFERENCE PLANBRACEDWALL LINE(3.75-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACED WALL LINE (4-FT)(4-FT)(4-FT) BRACED WALL LINE(4-FT)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM AT A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE INACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY MARKA ARCHITECTURE LAST DATED 5-23-24FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. THE DESIGN OF THE REMAININGHOME, INCLUDING ALL BEAM AND HEADER SIZES, FOUNDATION WALLS, PAD FOOTINGS, ETC IS BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE HANSON GROUP FOR REVIEW. IF FINAL TRUSSLAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSONGROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THEREQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. OR TYPE S/W WALLBOARDSCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATESUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" IN LAP ZONE. ATCORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.8.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND IS EXCLUDED FROM THEOVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODECONSTRUCTPERFORATEDSHEAR WALL ASSHOWN IN 3/S2BRACEDWALL LINE(3.6-FT)(3.1-FT)EXTENDPLYWOOD/OSBBRACED WALLSHEATHINGINTO CORNER(5.8-FT)BRACED WALL LINE(4-FT)(4-FT)(5.5-FT)(5.7-FT)ONE-SIDEBRACEDWALL LINEBRACEDWALL LINE(3.25-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE CONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 1/S2(10.25-FT)(4-FT)(4-FT) (4-FT)BRACEDWALL LINE(4-FT)BRACEDWALL LINE(4-FT)(4-FT)CONTINUEHOLDOWNSAS SHOWN IN3/S2(4-FT)(4-FT)(3.5-FT)(4-FT)EXTEND GARAGE DOORHEADER AND SHEATHINGINTO CORNER(4-FT)(5-FT)(5-FT) (5-FT)(5-FT) (6-FT) (4-FT)(4-FT)(4-FT)CONSTRUCT GARAGE PORTALFRAME AS SHOWN IN 2/S2BRACEDWALL LINE(4-FT) COPYRIGHT HANSON GROUP, LLC 2024©Project Number:Date:S22Sheets: of2DescriptionDateRevisionPrint Name:Signed: License Number:Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.OneTenTen Homes3000 County Road 42 WSuite 302Burnsville, MN 55337Garrett Brunell526005851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S2FRAMING DETAILS2FRAMING DETAILGARAGE FRONT PORTAL FRAME116'-3"±10'-938"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(3) 2x6 FULL HEIGHT STUDTHIS END OF HEADER(FRAME INTO CORNER)LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)PSL POST BY SUPPLIERPROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S2 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC52 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS1'-412"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)S2FRAMING DETAILPERFORATED SHEARWALLRAISED ABOVE FLOOR SYSTEM3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY OTHERSHATCHED AREA INDICATES716" OR THICKERPLYWOOD/OSB EXTERIORSHEATHING FASTENED TOSTUDS w/ 8d NAILS @ 4"O.C. AT PANEL EDGES & @12" O.C. AT INTERIORSUPPORTSTYPICAL 2x6 STUDS@ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14 HOLDOWNANCHOR FASTENED TO DOUBLESTUDS (REFER TO 4/S2 FORPOST-INSTALLED HOLDOWNOPTION)PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)(4) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.SIMPSON MSTC52 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)SHEATH FRAMING INTO CORNERSIMPSON LMA6Z MUDSILL ANCHOR(WET SET) FOR KING STUDS IN CORNERJune 6, 20244.250Ghani Residence18332 Gibbon CourtLakeville, MN6-6-24S2FRAMING DETAILGARAGE FRONT PORTAL FRAME2NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±10'-938"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2xSOLID BLOCKING REQUIRED AT SHEATHINGJOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN (MUST WETSET HOLDOWN AS SHOWN)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.CROSS HATCHED AREA INDICATES 34" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 34" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWN FOR BRACEDWALL PANELSCONTINUOUS LSL/LVL HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN.514" WIDTH & MIN.1114" DEPTH REQ'D)1012"±1012"±GARAGE SLAB BEYONDPSL AT GIRDER TRUSS BRG,BY SUPPLIER 24" RETURNS TYP.6" 12"6" 12"8" / 12"6" / 12"8" / 12"8" / 12"6" 12"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING @ SIDES & REAR TYP.6" / 12"6" / 12"6" / 12"6" 12"8" 12"8" 12"6" 12"6" 12"8" / 12"8" / 12"MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.VINYL SHAKES TYP.CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" SMARTSIDE TRIM @ FRONT TYP.VINYL BOARD& BATTEN TYP.12" ARCH12" ARCHSEE COLUMN SHEETA-501 DETAILVINYL LAP @ FRONT TYP.ADDRESS STONE 6" SMARTSIDE TRIM @ FRONT WINDOWS TYP.6" / 12"6" / 12"8" 12"8" 12"SMARTSIDE STORY BOARD TYP. 1' - 6"3' - 0"3' - 6"GRAGE PLATE HEIGHT 10' - 9 3/8"0' - 10"TOP ROW GLASSTOP ROW GLASSTHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND.: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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/18/2024 1:48:03 PMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-201OTT4444.2.24 CB1758153412694.4.22 CB4.18.24 CB3.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATION1/4" = 1'-0"A-2011FRONT ELEVATION 19' - 10"1' - 4 1/2"16' - 3" M.O.0' - 4 1/2"0' - 10 1/2"16' - 3" M.O.0' - 10 1/2"8'-4"(H) x 10"(W) POUREDCONCRETE FOUND. WALL W/4" x 8" EXTERIOR LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.0' - 4"0' - 4"* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATION12' - 7 1/4"3' - 10 3/4"3' - 10 3/4"17' - 9 1/4"8' - 3"7' - 0"4' - 1":WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 3 1/2" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.15' - 0"16' - 0"18' - 0"12' - 0"38' - 2"5' - 10"3' - 0"8' - 10"50' - 2"19' - 4"18' - 0"18' - 0"36' - 0"18' - 6"2' - 0"27' - 6"22' - 6"7' - 0"5' - 6"29' - 8"3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL W/2" x 8" INTERIOR LEDGE ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.7'-8"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.* ALL DIMENSIONS ARE TO EXTERIOR OF CONCRETE, NOT INSULATIONSTEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE6' - 9 1/4"2' - 0 3/4"54' - 6":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE20' - 7 1/4"3' - 1 1/2"5' - 11 1/4"59' - 0"5' - 6"49' - 0"23' - 4"FLOOR DRAINSLEEVE FOR GARAGE DRAIN 29' - 6"29' - 6"59' - 0"15' - 8 3/4"15' - 3 1/4"54' - 6"3' - 0"LEAVE A 12" GAPIN THE FOOTING FOR PLUMBING 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND.: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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/18/2024 1:48:05 PMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-401OTT4444.2.24 CB1758153412694.4.22 CB4.18.24 CB3.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/4" = 1'-0"A-4011FOUNDATION PLAN 18" FLOOR TRUSSESPER MFG. SPACINGSET SILL 6" ABOVETREATED PLATE 3-14" LVL DROPPED 8"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB29' - 8"5' - 6"62/8 x 6/8R.O. 2' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"(5) 16" SH.62/8 x 6/8R.O. 2' -10" x 6' -11"8' - 1 3/4"6' - 8 1/4"4' - 6"MECHANICALBATHBEDROOM #5FAMILY ROOMGAME ROOMW. H.F. D.SUMPAIR EX.3' - 7"15' - 9"0' - 4"16' - 6"21' - 8"5' - 9"6' - 3"3' - 0"5' - 10"38' - 2"12' - 0"8' - 10"50' - 2"19' - 4"8' - 10"19' - 10"1' - 4 1/2"16' - 3" M.O.0' - 4 1/2"0' - 10 1/2"16' - 3" M.O.0' - 10 1/2"36' - 0"18' - 6"54' - 6"29' - 6"29' - 6"7' - 9"7' - 3"8' - 0"8' - 0"9' - 0"9' - 0"15' - 0"16' - 0"18' - 0"2-9 1/2" LSL2-2x10XXXXX3-2x63' - 6"3' - 6"*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING12' - 10"3' - 8"3' - 8"18' - 0"CO DET.SMOKEDET.2-2x102-2x102-2x1018' - 0"18' - 0"59' - 0"STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.STEP FOOTING & FOUNDATIONMAXIMUM 3:1 DROP IN GRADEALLOWED. STEP FOOTING &FOUNDATION AS REQUIRED.SMOKEDET.49' - 0"2-9 1/2" LSLWRAPPED STRUCTRAL POST XXXXX23' - 4"INSULATE FLOOR ABOVE GAS LINEFLOOR DRAINCAN'T JOISTSLEEVE FOR GARAGE DRAIN 2-ZONE HVAC 7' - 0"22' - 6"27' - 6"2' - 0"59' - 0"84030 NVPWG TEMP.R.O. 4' -0" x 3' -0"H.H. 1' -8 1/4"148040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"148040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"136/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"W.S.18" FLOOR TRUSSESPER MFG. SPACING6' - 6 1/4"4' - 2 3/4"0' - 8"11' - 11"3' - 7 1/4"11' - 8"42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.R & SH.48" F.G. SHWR6' VANITY2' LINENFLOOR GIRDER LEAVE A 12" GAPIN THE FOOTING FOR PLUMBING CLOSET2x6.MECH. CHASE ABOVE 2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.FURNACETHE 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND.: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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/18/2024 1:48:06 PMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-402OTT4444.2.24 CB1758153412694.4.22 CB4.18.24 CB3.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/4" = 1'-0"A-4021LOWER FLOOR= Loaded for Future Deck Load*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***Add Strip Footing||[||[[[[||[[[[[[[||[[||H4H5H62 - 1 3/4" x 9 1/2" LSL2 - 1 3/4" x 9 1/2" LSLOK3 - 2 x 10 OKOK2 - 1 3/4" x 9 1/2" LSL3 - Trimmers2 - 2 x 10 B43 - 1 3/4" x 11 7/8" LSL3 - Trimmers 12' - 0"38' - 0"6' - 0"3' - 0"49' - 0"5' - 6"UNDERMOUNTSINKDWPORCH18' - 6"36' - 0"1' - 0"16' - 0"1' - 0"0' - 6"16' - 0"1' - 6"0' - 10"10' - 10"6' - 10"1516' x 8' INSULATED O.H. GARAGEDOOR20" FLOOR TRUSSESPER MFG. SPACING9' - 0"50' - 0"18' - 0"16' - 0"15' - 0"GARAGEDBLOVEN@ 7' -10" H.H.ABOVE LANDING20" FLOOR TRUSSESPER MFG. SPACING3' - 0"32' - 6"EQEQKNEE WALL W/ 14" SPINDLES 18' - 0"3' - 8"3' - 8"12' - 8"SEE COLUMN DETAIL SHEET A-50118' - 0"18' - 0"1516' x 8' INSULATED O.H. GARAGEDOOR54' - 6"17' - 0"3' - 0"72/8 x 6/8R.O. 2' -10" x 6' -10 1/4"83/0 x 6/8 ARCH4' - 5"5' - 0"3' - 6"9' - 0"3' - 6"CLOSETPOWDERMUDROOM12" B.C.36" PANTRY36" REF36" GASCOOKTOPW/ HOOD42" TALL WALLW/ WOOD CAPDINING2' - 0"93/0 x 6/8 W/ 12" SL'S1' - 0"9" HEAT DUCTGREAT ROOM20" FLOOR TRUSSESPER MFG. SPACING5' - 4 1/4"5' - 1 3/4"5' - 6"7' - 0"5' - 0"6' - 2"GIRDER TRUSSMFG. ROOF TRUSSES@ 24" O.C.KITCHENCARPETWOOD5' - 9"3' - 9"5' - 9 1/4"7' - 10"11' - 2"OFFICEFOYER1' - 6"4' - 0"13' - 0"4' - 0"8' - 9"6' - 3"19' - 0"5' - 6"7' - 6"19' - 6"2' - 0"27' - 6"22' - 6"7' - 0"29' - 6"29' - 6"3' - 8"8' - 8"2' - 8"8' - 0"8' - 0"8' - 6"9' - 6"0' - 8" TYP.2' - 10 5/8"12' - 3"6' - 6 3/8"16' - 4"5' - 5"0' - 7"5' - 9"6' - 3"xxxx FLUSH3-2x102-9 1/2" LSL CONT.5'-0" COUNTERHEIGHT BUFFET W/ STAINED WOOD TOP 3-16" LVL FLUSH7' - 6"SMOKEDET.MFG. ROOF TRUSSES@ 24" O.C.R & SH.126/0 x 6/8 FULL VIEWR.O. 6' -2" x 6' -11"MICROSHELF 12"x12" S.R. SOFFITPULLOUTS 2-2x10 DROP CONT.2-16" LVL FLUSH2-2x102-2x102-2x103-2x10RECESSED 1414" TRANSOM / 6/0 x 6/8 SLIDERR.O. 6' -0" x 7' -10"PED. SINKSTAINED LOCKERS 12" FLUSH S.B.3-9 1/2" LSL8' - 6"14' - 6"2-2x104' - 6"5' - 10"0' - 10"7' - 10"LEDGEFLOOR GIRDER GIRDER TRUSSWALL ABOVE BEARING ON FLOOR TRUSSES WHITE PAINTED CABINETS & TILE BACKSPLASHGIRDER TRUSSSET F.P. 18" A.F.F. T.V. ABOVENO HEARTHSTONE TO CEILINGTECH TUBE20" FLOOR TRUSSESPER MFG. SPACING59' - 0"WALL LINE ABOVE5' - 6"9' - 6"3-2x62-2x10 FLUSH3-2x6FLUSH9' - 0"54' - 6"16" SH.16" SH.23' - 0"18" SHALLOWBASE53636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"MANTEL HGT.PAINTEDBUILT-INMANTEL HGT.PAINTEDBUILT-INGAS LINE4" CONCRETE SLAB, SLOPETOWARDS DRAINS5/8" TYPE X GYP. BD. CEILING1/2" GYP. B.D. ON GARAGE WALLS R-38 MIN. INSULATION IN FLOOR ABOVEGARAGE PLATE HEIGHT TO MATCHMAIN FLOOR UNLESS NOTED OTHERWISEINSULATE GARAGE WALLS AND CEILINGROUGH-IN FOR FUTURE GARAGE HEATER COLD SPIGOTL.T.3' - 0"FLOOR DRAINPOT FILLER CABINETS TO CEILING W/ SMALL GLASS UPPERS ABOVE 2' - 9"18"MECH. CHASE 24" CANT. ABOVE 59' - 0"12/4 x 6/8R.O. 2' -6" x 6' -11"MFG. ROOF TRUSSES@ 24" O.C.SMOKEDET.136050E NVG1R.O. 6' -0" x 5' -0"H.H. 6' -10"104050 NVPWG TEMP.R.O. 4' -0" x 5' -0"H.H. 13' -6 3/4"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"22020 NVFA1R.O. 2' -0" x 2' -0"H.H. 8' -0"663650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"642036 NVH1R.O. 2' -0" x 3' -6"H.H. 6' -10"78" LINEAR ELEC. F.P.ALL TOILETS SET UP FOR BIDET, ELONGATEDTOILETS12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH. @ 68"1' - 0"12' - 3"4' - 3"63' - 4"3' - 8"22/4 x 6/8 ARCHPOT FILLER63650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 7' -0"H.H. 8' -0"660' - 8" TYP.EQEQ1/4" = 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND.: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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/18/2024 1:48:08 PMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-403OTT4444.2.24 CB1758153412694.4.22 CB4.18.24 CB3.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPENFloor TrussMFG Mono RoofTrusses by OthersMFG Mono RoofTrusses by Others*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***H1H2H3H4H5G1G2B1B2||[[[[[[[[[[[[[[[[ ||2 - 2 x 10 Cont.OK2 - 2 x 10 Cont.4-2x62 - 2 x 10 2 - 2 x 10 2 - 2 x 10 OK2 - 1 3/4" x 11 7/8" LSL3 - 1 3/4" x 24" LVL5x5 PSLOK2 - 2 x 10 2 - 2 x 8 Cont.OKOKOKOK4-2x63 - 1 3/4" x 20" LVL4-2x64-2x6Girder Truss5x5 PSL5x5 PSL3 - 1 3/4" x 16" LVL||[||[[[[||[[[[[[[||[[||OK#14,9625x5 PSL from Flush beamto Header. NO PLATES5x5 PSL5x7 PSL from Girder toHeader. NO SPF PLATES5x7 PSL from Girder toHeader. NO SPF PLATES4-2x6OK SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.BEDROOM #4KNEE WALL W/ 14" SPINDLES14' - 8"3' - 8"3' - 8"2' - 10"15' - 2"29' - 2 3/4"10' - 9 1/4"18' - 4"21' - 8"31' - 8"0' - 10"5' - 0"4' - 6"ATTICACCESSMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.5' - 5"8' - 0 3/4"3' - 8"8' - 5 1/2"1' - 3"5' - 6 3/4"9' - 7"13' - 7"2' - 6"3' - 8"3' - 0"3' - 3"5' - 4"2' - 8"12' - 0"8' - 0"8' - 0"4' - 6"8' - 0"5' - 6"8' - 0"16' - 0"18' - 0"8' - 9"8' - 9"4' - 6"4' - 6"7' - 9"7' - 9"17' - 6"9' - 0"15' - 6"42' - 0"2-2x102-2x102-9 1/2" LSL W/ 2 TRIMMERS40' - 0"6' - 0"2-2x106' - 0"40' - 0"46' - 0"2-2x106' - 4 1/4"5' - 5 1/2"4' - 2"3' - 3"7' - 11 1/4"5' - 4"3' VANITY2' LINEN3' VANITYBATHBEDROOM #311' - 8"6' - 8 1/4"2' - 11 1/2"4' - 2"8' - 2"8' - 4 1/4"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"R & SH.R & SH.CLOSET5' x 3' TUB W/ 6" TILEDECK0' - 6"TILE SHOWER(2) SHAMPOO SHELF7'-6" VANITYEN SUITEPRIMARY SUITEBOX VAULTTYP.2' - 0"J&J BATH48" F.G. SHWRBEDROOM #212/4 x 6/8R.O. 2' -6" x 6' -11"L.T.LAUNDRY42' - 0"2-2x102-2x10 W/ 2 TRIMMERSHALLCO DET.CLOSET #1CLOSET #2CONTROLHEADWASHERDRYER2' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 9"6' - 10"3' - 4"5' - 1"0' - 11"3' - 5"5' - 9"62/8 x 6/8R.O. 2' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"2' - 1 1/2"2' - 5"1'-6" LINEN116/0 x 6/8R.O. 6' -2" x 6' -11"42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"74020 NVPWG TEMP.R.O. 4' -0" x 2' -0"H.H. 6' -10"CURB2' - 8"R & SH.CORNER SEAT R & SH.R & SH.2x62x63' VANITY115040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"126020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"158046E NVGER.O. 8' -0" x 4' -6"H.H. 6' -10"32036 NVC1R.O. 2' -0" x 3' -6"H.H. 6' -10"94040E NVG1R.O. 4' -0" x 4' -0"H.H. 6' -10"168050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"12020 NVA1R.O. 2' -0" x 2' -0"H.H. 6' -10"42/6 x 6/8R.O. 2' -8" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"46' - 0"42" HALF WALL W/ GLASS PANEL ABOVE 5' - 8"2' - 0 1/4"4' - 2"2' - 8"5' TUB/SHWR6' - 0"2' - 0"3' - 1"11' - 0 1/4"105/0 x 6/8R.O. 5' -2" x 6' -11"8' - 6"3' - 2"1' - 0 1/4"5' - 8"R & SH.14' - 6 1/4"R & SH.R & SH.2' - 0"2x6THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND.: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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/18/2024 1:48:10 PMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-404OTT4444.2.24 CB1758153412694.4.22 CB4.18.24 CB3.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPEN1/4" = 1'-0"A-4041UPPER FLOOR PLAN*** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ****** Header Spans ***Up to 4' 11" = 1 Trimmer5' 0" and Larger = 2 Trimmers*** Unless Noted Otherwise ***OK2 - 2 x 10OKOKOKOKOKOK||[[[[[[[[[[[[[[[[ || STANDARD ENERGY HEELS @ 8:12 18" OVERHANGS & 12" RAKES TYP. 8 ROOF VENTS REQUIRED @ HOUSE STANDARD ENERGY HEELS @ 6:12 W/ 8:12 FASCIA LINES TO MATCH 6" / 12"8" / 12"8" / 12"6" / 12"6" / 12"6" / 12"6" / 12"8" / 12"8" / 12"6" / 12"8" / 12"8" / 12"1 ROOF VENT REQUIRED 1 ROOF VENT REQUIRED 3 ROOF VENTS REQUIRED AT GARAGE WATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER PLATE HEIGHT 8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.1/2" OSBSHEATHINGTYVEK (OR EQUAL)ROLL HOUSE WRAPSIDING, VERIFYW/ ELEVATIONS5/8" GYP. BD.5/8" GYP. BD.VENTED ALUMINUMSOFFIT PANELSICE & WATER GUARDFROM EAVE TO 2'-0"MIN. OVER STRUCTUREVENT CHUTES & WIND WASH@ EACH TRUSS SPACEASPHALT SHINGLES W/15# ROLL FELT UNDER1/2" OSB ROOF SHEATHINGMFG. ROOFTRUSSES @ 24" O.C.ATTIC VENTINGAS PER CODER-49 MIN. BLOWNATTIC INSULATIONALUMINUM FASCIA W/2x6 SUB FASCIAALUMINUMDRIP EDGERIM JOISTRIM JOISTR-20 MIN. SPRAYFOAM INSULATION,COVER FOUNDATION WALLGMX THERMAL DRAINAGE BOARD(R-10) INSULATIONDRYVIT INSULATIONPROTECTION FROM SIDINGTO 6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITH OUTSIDE OF SHEATINGR-20 MIN. SPRAYFOAM INSULATION6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEGRANULAR FILL:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"5000 PSI CONCRETE@ ALL FOOTINGS2" FOAMBOARD(R-10) INSULATION4" DRAIN TILEW/ SILT SOCKWATER PROOF COATING FROM FOOTING TOSILL SEALERWATER PROOF COATINGFROM FOOTING TOINSIDE OF WALL6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETYPICAL 2x6EXTERIOR WALLTRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERGRADEMIN.0' - 6"GRANULAR FILL4" DRAIN TILEW/ SILT SOCK:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTS1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGESINSULATION & SEALANT TOBE CONT. OVER WALL2" FOAMBOARD(R-10) INSULATIONINSULATION PROTECTIONFROM SIDING TO6" BELOW GRADE5000 PSI CONCRETE@ ALL FOOTINGS*OUTSIDE OF FOUNDATION TO ALIGN WITHOUTSIDE OF SHEATHINGANCHOR BOLTPER CODETRT'D 2x6 SILL PLATEW/ ROLL SILL SEALERVERIFY 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 FOUNDATION1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)ANCHOR 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"ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSS2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS9' - 1 1/8"1' - 4"6' - 8"R=1'-7"3' - 0"1' - 5"0' - 9 1/2"2x6 @ BOTTOM1x3 TYP.2x22x4 @ TOPSMOOTH LPSMARTSIDE TYP.SOFFIT1' - 9 1/2"1' - 0"FRONTSIDETOP VIEW1' - 6"FRAMING4x4 POST3' - 0"1' - 10"1' - 8"1' - 4"1' - 2"1' - 10"1' - 4"THE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND CHECK ALL NOTES DETAILS, ELEVATIONS, SECTIONS AND FLOOR PLANS AND NOTIFY ONETENTEN HOMES OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO WARRANTIES ARE EXPRESSED OR IMPLIED INCLUDING COMPLIANCE OF THIS PLAN WITH APPLICABLE BUILDING CODE REQUIREMENTS. THE SELECTION AND APPLICATION OF CORRECT STRUCTURAL MATERIALS IS THE RESPONSIBILITY OF THE BUILDER, THE OWNER OR THE USER OF THESE PLANS.DATEFINISHED SQUARE FEETPROJECTSHEETUPPER:MAIN:LOWER:RELEASEDREV. 1REV. 2REV. 3REV. 4REV. 5PLATE HEIGHTSUPPER:MAIN:FOUND.: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 INSULATION3000 COUNTY ROAD 42 WEST, SUITE 302BURNSVILLE, MN 55337PH (952)-953-4000ONETENTENHOMES.COMTOTAL:P.O. BOX 3915411 LAKERS LANE, SUITE 204NISSWA, MN 56468PH (218) 232-6031MARKA.DESIGN4/18/2024 1:48:11 PMTHE GHANI RESIDENCEL14, B2 -GLACIER CREEK 5TH ADD'N18332 GIBBON COURTLAKEVILLE, MN 55044A-501OTT4444.2.24 CB1758153412694.4.22 CB4.18.24 CB3.22.24 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4561THE ASPENWINDOW SCHEDULEWINDOW MARK UNIT MANUFACTURER MODEL COUNT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 2020 NVA1 VECTOR ENVISION SERIES 2 2' - 0" 2' - 0" 6' - 10"2 2020 NVFA1 VECTOR ENVISION SERIES 2 2' - 0" 2' - 0" 8' - 0"3 2036 NVC1 VECTOR ENVISION SERIES 1 2' - 0" 3' - 6" 6' - 10"4 2036 NVH1 VECTOR ENVISION SERIES 1 2' - 0" 3' - 6" 6' - 10"5 3636 NVG1 VECTOR ENVISION SERIES 1 3' - 6" 3' - 6" 6' - 10"6 3650 NVPWG/3620 NVA1 TEMP. VECTOR ENVISION SERIES 7 3' - 6" 7' - 0" 8' - 0"7 4020 NVPWG TEMP. VECTOR ENVISION SERIES 1 4' - 0" 2' - 0" 6' - 10"8 4030 NVPWG TEMP. VECTOR ENVISION SERIES 1 4' - 0" 3' - 0" 1' - 8 1/4"9 4040E NVG1 VECTOR ENVISION SERIES 1 4' - 0" 4' - 0" 6' - 10"10 4050 NVPWG TEMP. VECTOR ENVISION SERIES 1 4' - 0" 5' - 0" 13' - 6 3/4"11 5040E NVG1 VECTOR ENVISION SERIES 3 5' - 0" 4' - 0" 6' - 10"12 6020 NVFA3 VECTOR ENVISION SERIES 1 6' - 0" 2' - 0" 6' - 10"13 6050E NVG1 VECTOR ENVISION SERIES 1 6' - 0" 5' - 0" 6' - 10"14 8040E NVGE VECTOR ENVISION SERIES 2 8' - 0" 4' - 0" 6' - 10"15 8046E NVGE VECTOR ENVISION SERIES 1 8' - 0" 4' - 6" 6' - 10"16 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 #5 CARPET 160 SF 8' - 2" .LOWER FLOOR CLOSET CARPET 48 SF 8' - 2"LOWER FLOOR FAMILY ROOM CARPET 685 SF 8' - 2" .LOWER FLOOR GAME ROOM CARPET 181 SF 8' - 2" .LOWER FLOOR MECHANICAL CONCRETE 195 SF 8' - 2"LOWER FLOOR BATH VINYL 68 SF 8' - 2" .MAIN FLOOR GREAT ROOM CARPET 299 SF 9' - 1 1/8" .MAIN FLOOR GARAGE CONCRETE 957 SF 9' - 1 1/8"MAIN FLOOR PORCH CONCRETE 106 SF 9' - 1 1/8" .MAIN FLOOR CLOSET VINYL 43 SF 9' - 1 1/8" .MAIN FLOOR MUDROOM VINYL 75 SF 9' - 1 1/8" .MAIN FLOOR POWDER VINYL 27 SF 9' - 1 1/8" .MAIN FLOOR DINING WOOD 177 SF 9' - 1 1/8" .MAIN FLOOR FOYER WOOD 148 SF 9' - 1 1/8" .MAIN FLOOR KITCHEN WOOD 352 SF 9' - 1 1/8" .MAIN FLOOR OFFICE WOOD 120 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #2 CARPET 192 SF 8' - 1 1/8"UPPER FLOOR BEDROOM #3 CARPET 192 SF 9' - 1 1/8"UPPER FLOOR BEDROOM #4 CARPET 196 SF 9' - 1 1/8"UPPER FLOOR CLOSET CARPET 27 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #1 CARPET 53 SF 8' - 1 1/8" .UPPER FLOOR CLOSET #2 CARPET 62 SF 8' - 1 1/8" .UPPER FLOOR HALL CARPET 145 SF 8' - 1 1/8" .UPPER FLOOR PRIMARY SUITE CARPET 257 SF 8' - 1 1/8" BOX VAULTUPPER FLOOR EN SUITE TILE 177 SF 8' - 1 1/8" .UPPER FLOOR BATH VINYL 50 SF 8' - 1 1/8" .UPPER FLOOR J&J BATH VINYL 108 SF 8' - 1 1/8" .UPPER FLOOR LAUNDRY VINYL 59 SF 8' - 1 1/8" .DOOR SCHEDULE R/O'STYPE MARK DOOR SIZE COUNT ROUGH WIDTH ROUGH HEIGHT COMMENTS1 2/4 x 6/8 12 2' - 6" 6' - 11"2 2/4 x 6/8 ARCH 13 2/4 x 6/8 PKT 2 4' - 10" 6' - 11"4 2/6 x 6/8 5 2' - 8" 6' - 11"5 2/6 x 6/8 PKT 1 5' - 2" 6' - 11"6 2/8 x 6/8 3 2' - 10" 6' - 11"7 2/8 x 6/8 1 2' - 10" 6' - 10 1/4"8 3/0 x 6/8 ARCH 19 3/0 x 6/8 W/ 12" SL'S 110 5/0 x 6/8 1 5' - 2" 6' - 11"11 6/0 x 6/8 1 6' - 2" 6' - 11"12 6/0 x 6/8 FULL VIEW 1 6' - 2" 6' - 11"13 6/0 x 6/8 SLIDER 1 6' - 0" 6' - 8"14 14" TRANSOM / 6/0 x 6/8 SLIDER 1 6' - 0" 7' - 10"15 16' x 8' INSULATED O.H. GARAGE DOOR 21/8" = 1'-0"A-5011ROOF PLAN3/8" = 1'-0"A-5012TYP. WALL SECTION1/2" = 1'-0"A-5013TYP. WALKOUT SECTION1/2" = 1'-0"A-5014TYP. LOOKOUT SECTION1/2" = 1'-0"A-5015TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5016TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5017GARAGE CEILING1/2" = 1'-0"A-5018BEARING WALL SECTION1/2" = 1'-0"A-5019ARCH DETAIL1/2" = 1'-0"A-50110TYP. COLUMN3" 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: (2) LUS26HUS26(2) SBP6HANGER(2) TBE6<--- 2X4 LEDGER ---><--- 2X4 LEDGER ---><--- 2X4 LEDGER --->L1LLLLLLLL2L3O1OOOOOOOO1H2H1HHG1GGG2G2G2G3KJ1J1RMNNNNNNNNN1M1JJJJJJHREJSJV1BV2B38-00-002-00-0018-00-0016-00-0015-00-0049-00-005-06-0018-00-0016-00-00 8-00-0040-00-006-00-0012-00-0015-06-00 9-00-00 17-06-0018-06-0018-00-0018-00-006-00-0040-00-002-00-00 27-06-0022-06-00 7-00-007-00-004-00-00DCA1AAAAAAAAAAAAAAA2A2A2A2A3E2E1EP1PPPPPPPPPPPPPPPPPPP1Customer: Lyman Lumber - ChanhassenJob Number: 327304-AHome Owner: TOPAZ / ASPEN / GHANI RESJob Name: RoofSite Address: 18332 GIBBON CT Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 5/9/2024Version: 8.5.3.233 THAC422<--- (6) HHUS48 --->(2) LUS26<--- (12) HHUS48 --->HUS26(2) SBP6HANGERHANGER(2) TBE6<--- (4) HHUS48 --->FLUSH HEADER BY OTHERSFLUSH HEADER BY OTHERS<--- 2X4 LEDGER ---><--- 2X4 LEDGER ---><--- 2X4 LEDGER --->20" 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: ANDY.HOERNEMANN@TRUSSABC.COMFF1FF2FF2FF3FF3FF3FF3FF3FF3FF3FF4FF4FF5FF5FF5FF5FF5FF6FF6FF7FF7FF17FF18FF8FF9FF9FF9FF9FF9FF10FF10FF12FF12FF13FF13FF11FF15FF16FF16FF16FF16FF16FF16FF16FF16FF14L1LLLLLLLL2L3O1OOOOOOOO1H2H1HHG1GGG2G2G2G3KJ1J1RMNNNNNNNNN1M1JJJJJJHREJSJV1BV2B18-00-003-08-003-08-0012-08-0038-00-002-00-0018-00-0016-00-0015-00-0049-00-005-06-0018-00-0016-00-00 8-00-0040-00-006-00-0012-00-0015-06-00 9-00-00 17-06-0018-06-0018-00-0018-00-006-00-0040-00-002-00-00 27-06-0022-06-00 7-00-007-00-008-00-00 8-00-00 8-00-00 8-00-00 10-00-004-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327304-AHome Owner: TOPAZ / ASPEN / GHANI RESJob Name: RoofSite Address: 18332 GIBBON CT Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 5/9/2024Version: 8.5.3.233 THA422FLUSH HEADERBY OTHERSSEMI-FLUSH HEADER BY OTHERS18" 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: ANDY.HOERNEMANN@TRUSSABC.COMFF1F2F3F3F3F5F5F5F6F13F13F13F13F13F13F13F8F9F9F9F10F10F10F10F12F16F17F17F17F17F17F11F19F14F7F8F8F8F8F8F8F4F18F18F18F18F9F1518-00-003-08-003-08-0012-08-0038-00-0012-00-0018-00-0016-00-0015-00-007-00-0023-00-0020-00-0019-00-0030-00-0049-00-008-00-00 8-00-00 8-00-00 8-00-00 8-00-00 9-00-00Customer: Lyman Lumber - ChanhassenJob Number: 327304-AHome Owner: TOPAZ / ASPEN / GHANI RESJob Name: RoofSite Address: 18332 GIBBON CT Sales Rep: Josh RudesillCity, ST, ZIP: LAKEVILLE MN 55044 Designer: Andy Hoernemann2926 Lone Oak Circle, St. Paul, MN 55121Ph: 651-454-3610 Fax: 651-454-4765Date: 5/9/2024Version: 8.5.3.233 7" Hard Pipe or 8" Flex 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 X R-30 X X Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered X Interlocked with exhaust device. Describe: Heated makeup air Input in BTUS: 90,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93 Cfm's X " round duct OR 7" flex " 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 7" flex " metal duct ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 350 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 190 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): 36063Residential 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 14 Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 14ACX036 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 Cell0.32 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+) 0.27 Appliances Mechanical room Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 74746 Heating Gain Cooling Load 95 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.6/14/2024 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville18332 Gibbon Court BC730925 City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 3 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) 5/30/24 X PM