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Home My WebLink AboutLA220211 - 17700 Ellsworth Drive - 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"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.VINYL BOARD & BATTEN CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" BUMP-OUT GABLE END W/ VINYL BOARD & BATTEN ADDRESS STONE 6"x6"x30" CORBELS TYP.8" SMARTSIDEFRIEZE BD.3' - 6"3' - 6"6" BUMP-OUT GABLE END W/ VINYL BOARD & BATTENW/ PAINTED CORBELS SEE COLUMN DETAIL SHEET A-5018" / 12"8" / 12"8" / 12"5" / 12"5" / 12"10" 12"10" 12"10" 12"12036 NVH1R.O. 2' -0" x 3' -6"H.H. 12' -9 3/4"3' - 6"VINYL SIDING &CORNERS TYP.6" SMARTSIDE WINDOW & DOOR TRIM TYP. @ FRONT 24" RETURN TYP.8" 12"7" / 12"10" / 12"10" / 12"8" / 12"5" 12"MAIN FLOOR1' -8 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @SIDES & REAR OWNER'S SUITE PLATE21' -7 1/4"OWNER'S SUITE FLOOR13' -6 1/8"GREAT RM. PLATE11' -9 3/8"10' - 1 1/8"8' - 1 1/8"8" / 12"5" / 12"7" 12"24" RETURN TYP.8" 12"5" 12"10" / 12"10" / 12"10" / 12"7" / 12"0' - 5 1/2"0' - 5 1/2"6x60' - 5 1/2"FRONT VIEWSIDE VIEW 0' - 2"0' - 3 1/2"0' - 3 1/2"0' - 5 1/2"R 0' - 2"0' - 5 1/2"2' - 6"6x60' - 5 1/4"0' - 5 1/4"FRONT VIEWSIDE VIEW 0' - 2 1/8"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.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:11/7/2023 4:49:42 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-201OTT40710.18.23 CB16111539119111.7.23 CB10.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 ROOF/ SCHEDULES/ DETALSA-502 DETAILS3/4" = 1'-0"A-2015CORBEL DETAIL - 6x61/2" = 1'-0"A-2016CORBEL DETAIL - 6x6x30Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode11/09/2023jnuetzman 19' - 10"1' - 10"2' - 0"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"0' - 7 1/2"8' - 3" M.O.1' - 7 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' - 11 3/4"17' - 10 1/4"2' - 10"8' - 0 1/2"5' - 4 1/4"2' - 0 1/4"3' - 11"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 0"38' - 2"5' - 10"2' - 0"7' - 10"50' - 2"19' - 4"1' - 0"20' - 0"10' - 6"30' - 6"19' - 6"4' - 0"23' - 8"23' - 4"7' - 0"27' - 8"30' - 4"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 INSULATION6' - 0"2' - 2"36' - 0"9' - 0"11' - 6"3' - 10 3/4"15' - 11 1/4"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.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY50' - 0"1' - 0"7' - 8 3/4"15' - 11 1/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYLEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 1' - 0"49' - 0"18' - 0"16' - 0"15' - 0"58' - 0"58' - 0"4' - 9 1/4"8' - 5 1/2"4' - 9 1/4"15' - 8 3/4"15' - 3 1/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY5' - 3 1/4"18' - 0 3/4"50' - 0"48" x 48" 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 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY11' - 11 1/4"7' - 4 3/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER 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.36" x 36" x 12" CONCRETE FTG.W/ (3) #5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAYANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICALTHE 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:11/7/2023 4:49:43 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-401OTT40710.18.23 CB16111539119111.7.23 CB10.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDUNEXCAVATED4-14" LVL DROPPED 8"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB62/8 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"MECHANICALBATHFAMILY ROOMGAME ROOMFURNACEW. H.F. D.SUMPAIR EX.3' - 8"15' - 8"0' - 4"2' - 0"5' - 10"38' - 2"12' - 0"7' - 10"50' - 2"19' - 4"1' - 0"CANT. JOIST2' - 0"1' - 10"19' - 10"9' - 0"11' - 6"30' - 6"19' - 6"15' - 0"16' - 0"18' - 0"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2 TRIMMERS EA. SIDE 2-9 1/2" LSLDROPPED 2-2x10*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.SMOKEDET.7x7 PSL W/ COLUMN CAPECCQ7.1-7.1SDS2.5 W/ STRAPS ROTATED 90°NO PLATES 36' - 0"2' - 2"6' - 0"1' - 10"27' - 8"30' - 4"20' - 0"10' - 6"1' - 0"29' - 8"18" CANT. ABOVE 50' - 0"7' - 0"23' - 4"23' - 8"4' - 0"12' - 6 1/4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"2' LINEN6' VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"6' - 6 1/4"4' - 2 3/4"0' - 8"11' - 11"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.3' - 10 1/4"11' - 4"BEDROOM #548" F.G. SHWRHALF WALL6' - 2"4' - 2"1' - 0"49' - 0"50' - 0"CLOSET2x6.58' - 0"58' - 0"3-2x102-2x10 FLUSHGIRDER TRUSS4-2x6 W/ SQUASH BLOCKING 2x8EQEQGAS LINE FOR FUTURE FIREPLACE GAS LINE FOR FUTURE GRILL9' - 0"9' - 0"8' - 0"8' - 0"7' - 6"7' - 6"108040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"116/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"6' - 3"5' - 9"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"5x7 PSLSTEP 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.B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTES3-9 1/2" LVL W/3 TRIMMERS 2-2x102-2x10ANCHOR BOLTS ON EACH SIDEOF BEARING POINT TYPICAL9' - 0"5' - 10"4' - 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.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:11/7/2023 4:49:45 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-402OTT40710.18.23 CB16111539119111.7.23 CB10.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-4021LOWER FLOOR PLANFANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 12' - 0"38' - 0"6' - 0"2' - 0"1' - 0"49' - 0"SINGLE BOWLUNDERMOUNTSINK S.S.DWPORCH19' - 6"30' - 6"1' - 9"8' - 0"0' - 9"2' - 0"16' - 0"2' - 0"1' - 0"4" REINFORCED CONCRETE SLAB,SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. GB. ON GARAGE WALLS GARAGE PLATE HEIGHT TOMATCH MAIN FLOOR PLATER-38 MIN INSULATION IN FLOOR ABOVE 128' x 8' O.H. GARAGE DOOR8' - 0"50' - 0"18' - 0"16' - 0"15' - 0"GARAGEDBLOVENGAS F.P.30' - 0"EQEQFULL HEIGHT IRONSPINDLE RAILING 18' - 0"3' - 8"3' - 8"12' - 8"SEE COLUMN DETAIL SHEET A-50150' - 0"2' - 0"17' - 0"3' - 0"LOCKERS.83/0 x 6/8 ARCH4' - 3 1/2"5' - 0"3' - 4"9' - 0"3' - 6"CLOSETPOWDERMUD RM.12/4 x 6/8R.O. 2' -6" x 6' -11"42" PANTRY36" REF36" GASCOOKTOPW/ HOOD42" HALF WALLW/ WOOD CAPDINING2' - 0"STONE TO CEILING93/0 x 6/8 W/ 2-12" D.S. S.L.'SSTEEL7' - 10"0' - 10"5' - 10"4' - 6"GREAT ROOM5' - 4 1/4"5' - 1 3/4"5' - 6"7' - 0"5' - 0"6' - 2"PED. SINKGIRDER TRUSSWHITE PAINTED CABINETS & TILE BACKSPLASHKITCHEN3-14" LVL FLUSH CONTINUOUS5' - 9"3' - 9"5' - 9 1/4"7' - 10"11' - 2"OFFICEFOYER4' - 0"9' - 3"5' - 9"19' - 0"2' - 0"3' - 6"2' - 0"19' - 6"3' - 0"58' - 0"12' - 10"2' - 2"8' - 0"8' - 0"8' - 6"9' - 6"0' - 8" TYP.38' - 0"5' - 4"0' - 8"B.W.P.4' - 0"B.W.P.8' - 0"B.W.P.6' - 5"B.W.P.2' - 8"B.W.P.2' - 7"5' - 9"6' - 3"B.W.P.3' - 7"B.W.P.8' - 0"B.W.P.4' - 0"4' - 0" B.W.P.B.W.P.2' - 3"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"3-2x63-2x63-18" LVL FLUSH2-2x123-9 1/2" LSL2-2x102-9 1/2" LSL CONT.W/ 2 TRIMMERS EA. SIDE 5'-0" COUNTER HGT.BUFFET W/ TILE BACKSPLASH1' - 1"3-16" LVL FLUSHTRASH PULLOUT B.W.P.8' - 0"SMOKEDET.20' - 0"10' - 6"8' - 0"11' - 6"0' - 8"7' - 8"0' - 8"10' - 10"0' - 8"WALL ABOVE BEARING ON FLOOR TRUSSESB.W.P.4' - 0"4-TRIMMERSFRIDGE RECESS 39"x73"x2"MONO GIRDER2-2x10 DROPPED3-2x10 DROPPED3-2x10DROPPED 2-TRIMMERS EA. SIDE2-2x10 SET 6" OFF FIREPLACE @ FINISHED FLOOR 12"x12" GYP.BD. SOFFIT12/4 x 6/8R.O. 2' -6" x 6' -11"MICROCABINET 9"x5' ISLANDW/ 6" LEGSFLUSH SNACK BAR1316' x 8' O.H. GARAGE DOOR2-2x102-2x102' - 0"0' - 8"1' - 4"0' - 6" TYP.28' - 0"30' - 0"3' - 4"3' - 8"58' - 0"50' - 0"STEP IN FLOOR ABOVE10'-1 1/8" CEILING9'-1 1/8" CEILING4' - 0"24' - 0"23' - 0"7' - 0"LUS210-32-11 7/8" LSL2-2x105x7 PSL NO SPF PLATES SYP PLATES OK 2-2x12 CONTINUOUS 5x5 PSL W/ COLUMN CAPCCQ66SD2.5 NO PLATES4-2x6 SYP PLATES OK1' - 6"2-2x10DROPPED@ 6'-8" H.H. VAULT LINE 3.5:123.5:1218" DEEP PULLOUTS U.C. LIGHTU.C. LIGHTU.C. LIGHT4' - 3"12' - 3"STAINED WOODTOP ON 36" FRAMED WALLW/ (1) SHELF 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 NOTES32 FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2' - 0"6' - 0"53350E NVH1R.O. 3' -3" x 5' -0"H.H. 6' -10"773650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"773650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"53350E NVH1R.O. 3' -3" x 5' -0"H.H. 6' -10"5' - 9 1/4"9' - 6"63636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"22/4 x 6/8 ARCH16" SH.16" SH.PANTRYPFH2' - 0"PFH2' - 0"PFH1' - 9"72/8 x 6/8R.O. 2' -10" x 6' -10 1/4"B.W.P.3' - 6"73650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"116/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"B.W.P.2' - 8"2' - 0"5' - 4"0' - 8"6' - 0"2-2x102-2x10 DROPPED HANGER INTO SIDE OF PSL W/ HUC28-23-2x64' - 0"77CS-PF2' - 1"CS-PF2' - 1"12/4 x 6/8R.O. 2' -6" x 6' -11"B.W.P.2' - 8"B.W.P.4' - 0"2' - 0"8' - 7"3' - 7"105/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"9" HEAT DUCTHGUS5.50/144-2x65x7 PSL NO SPF PLATES SYP PLATES OK R & SH @ 68"9' - 0"DBL. FRAMED WALLFOR REFG. RECESSU.C. LIGHTBUILT-IN CAB.BUILT-IN CAB.31" (W)x 18" (T)RECESS FOR TV MOUNT ABOVEADD BLOCKING FUTURE U.C. REF SHALLOWBASE1' - 7"ELONGATED 2 TRIMMERS 5x5 PSL DIRECT FROM SUPPORT MEMBER TO HEADER 2-9 1/2" LSL1/4" = 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:11/7/2023 4:49:47 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-403OTT40710.18.23 CB16111539119111.7.23 CB10.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKEBWPsAboveVerify 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). CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.EN SUITEPRIMARY SUITEVAULTEDBEDROOM #3HALLBEDROOM #412' - 8"3' - 8"3' - 8"18' - 0"4' - 0"1' - 0"15' - 0"18' - 0"16' - 4"21' - 8"30' - 8"5' - 10"4' - 6"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"BEDROOM #262/8 x 6/8R.O. 2' -10" x 6' -11"ATTICACCESS12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH @ 68"9'-0" VANITY10' - 3"3' - 9"6' - 4"4' - 2"3' - 11"5' - 7"15' - 0"5' - 0"9' - 2"3' - 10"7' - 3"15' - 2 7/8"19' - 0 1/8"7' - 6"49' - 0"10' - 0"9' - 0"4' - 0"9' - 3"5' - 9"2-9 1/2" LSLB.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 9"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"3'-6" VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"6' - 4"3' - 6"2' - 9"3' - 0"2' - 5"SEATCONTROLS (2) SHELVES STACKEDTILE SHOWER R & SH @ 42" & 84"R & SH @ 42" & 84"12/4 x 6/8R.O. 2' -6" x 6' -11"PRIMARYCLOSET48" TALL WALL W/GLASS PANEL12/4 x 6/8R.O. 2' -6" x 6' -11"HOOK WALL R & SH @ 68"5-SHELVESCLOSETLAUNDRYBATH12/4 x 6/8R.O. 2' -6" x 6' -11"16" SH.9" SH.(5)12/4 x 6/8R.O. 2' -6" x 6' -11"5'-9" VANITY -TALLLINEN5' TUB/SHWR2x6CLOSETBATH6' - 0"7' - 0"3' - 11 1/2"5' - 4 1/2"2' - 3"6' - 1"3' - 10"6' - 2"8' - 0"3' - 0"19' - 0"19' - 0"6' - 0"4' - 0"2' - 8"49' - 0"38' - 0"38' - 0"STORAGE2-2x102-2x10 2-2x6 EA. SIDE 2-2x10 GIRDER TRUSS42/6 x 6/8R.O. 2' -8" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2x65' TUB/SHWR12/4 x 6/8R.O. 2' -6" x 6' -11"13' - 0"6' - 0"R & SH @ 68"12/4 x 6/8R.O. 2' -6" x 6' -11"L.T.CLOSET2-2x102-2x103-2x63-2x62-2x104-2x6TILECURB32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"48" LINEN2' - 6"2x6 KNEE WALL W/14" PAINTEDSPINDLES 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 NOTESMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.SMOKEDET.CO DET.118050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"96020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"43050E NVC1R.O. 3' -0" x 5' -0"H.H. 6' -10"33020 NVPWGR.O. 3' -0" x 2' -0"H.H. 6' -10"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"4522626 NVFA1R.O. 2' -6" x 2' -6"H.H. 6' -10"53350E NVH1R.O. 3' -3" x 5' -0"H.H. 6' -10"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"R & SH @ 68"SPRAY FAOM SMOKEDET.0' - 9"0' - 6"4:12 ELONGATED DRYERWASHER4' - 7"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:11/7/2023 4:49:49 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-404OTT40710.18.23 CB16111539119111.7.23 CB10.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-4041UPPER FLOOR PLANFANFANFANFAN-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 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 PLANS1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS9' - 1 1/8"6' - 8"R=1'-7"3' - 0"1' - 4"ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.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 INSULATIONSTANDARD ENERGY HEELS @ 8:12 W/10:12 FASCIA LINES TO MATCH 18" OVERHANGS & 12" RAKES TYP. 8 ROOF VENTS REQUIRED STANDARD ENERGY HEELS @ 5:12 W/ 7:12, 8:12 & 10:12 FASCIA LINES TO MATCH 5:12 RAISED HEEL2 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 8" / 12"8" / 12"7" / 12"7" / 12"5" / 12"8" / 12"8" / 12"10" / 12"10" / 12"10" / 12"10" / 12"5" / 12"10" / 12"10" / 12"5" / 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:11/7/2023 4:49:51 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-501OTT40710.18.23 CB16111539119111.7.23 CB10.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/2" = 1'-0"A-5011TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5012TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5013TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5014TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5015TYP. COLUMN1/2" = 1'-0"A-5017BEARING WALL SECTION1/2" = 1'-0"A-5018ARCH DETAIL1/2" = 1'-0"A-5019GARAGE CEILING3/8" = 1'-0"A-50110TYP. POURED WALL SECTION1/8" = 1'-0"A-50111ROOF PLANWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 VECTOR ENVISION SERIES 1 2036 NVH1 2' - 0" 3' - 6" 12' - 9 3/4"2 VECTOR ENVISION SERIES 1 2626 NVFA1 2' - 6" 2' - 6" 6' - 10"3 VECTOR ENVISION SERIES 1 3020 NVPWG 3' - 0" 2' - 0" 6' - 10" OBSCURE GLASS4 VECTOR ENVISION SERIES 2 3050E NVC1 3' - 0" 5' - 0" 6' - 10"5 VECTOR ENVISION SERIES 4 3350E NVH1 3' - 3" 5' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 3636 NVG1 3' - 6" 3' - 6" 6' - 10"7 VECTOR ENVISION SERIES 7 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"8 VECTOR ENVISION SERIES 3 5040E NVG1 5' - 0" 4' - 0" 6' - 10"9 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"10 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR ROOM NAME AREA FLOOR FINISH CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL 208 SF 8' - 2"LOWER FLOOR BEDROOM #5 158 SF CARPET 8' - 2" .LOWER FLOOR FAMILY ROOM 598 SF CARPET 8' - 2" .LOWER FLOOR GAME ROOM 181 SF CARPET 8' - 2" .LOWER FLOOR CLOSET 47 SF CARPET 8' - 2"LOWER FLOOR BATH 68 SF VINYL 8' - 2" .MAIN FLOOR PANTRY 42 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM 287 SF CARPET 10' - 1 1/8" 10'-1 1/8" PLATE HEIGHTMAIN FLOOR OFFICE 121 SF CARPET 9' - 1 1/8" .MAIN FLOOR PORCH 164 SF CONCRETE 9' - 1 1/8" .MAIN FLOOR GARAGE 663 SF CONCRETE 10' - 9 3/8"MAIN FLOOR CLOSET 43 SF VINYL 9' - 1 1/8" .MAIN FLOOR POWDER 27 SF VINYL 9' - 1 1/8" .MAIN FLOOR MUD RM. 79 SF VINYL 9' - 1 1/8" .MAIN FLOOR DINING 177 SF WOOD 9' - 1 1/8" .MAIN FLOOR KITCHEN 384 SF WOOD 9' - 1 1/8" .MAIN FLOOR FOYER 153 SF WOOD 9' - 1 1/8" .UPPER FLOOR PRIMARY SUITE 246 SF CARPET 8' - 1 1/8" VAULTEDUPPER FLOOR BEDROOM #3 139 SF CARPET 8' - 1 1/8" .UPPER FLOOR HALL 143 SF CARPET 8' - 1 1/8"UPPER FLOOR BEDROOM #4 168 SF CARPET 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 175 SF CARPET 8' - 1 1/8" .UPPER FLOOR PRIMARY CLOSET 78 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 27 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 29 SF CARPET 8' - 1 1/8" .UPPER FLOOR STORAGE 20 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 21 SF CARPET 8' - 1 1/8"UPPER FLOOR EN SUITE 140 SF TILE 8' - 1 1/8" .UPPER FLOOR LAUNDRY 55 SF TILE 8' - 1 1/8" .UPPER FLOOR BATH 48 SF VINYL 8' - 1 1/8" .UPPER FLOOR BATH 56 SF VINYL 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE Rough Width Rough Height COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 132 2/4 x 6/8 ARCH 13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 34 2/6 x 6/8 2' - 8" 6' - 11" 45 2/6 x 6/8 PKT 5' - 2" 6' - 11" 16 2/8 x 6/8 2' - 10" 6' - 11" 47 2/8 x 6/8 2' - 10" 6' - 10 1/4" 18 3/0 x 6/8 ARCH 19 3/0 x 6/8 W/ 2-12" D.S. S.L.'S STEEL 110 5/0 x 6/8 FULL VIEW 5' - 2" 6' - 11" 111 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 212 8' x 8' O.H. GARAGE DOOR 113 16' x 8' O.H. GARAGE DOOR 1 FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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:11/7/2023 4:49:52 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-502OTT40710.18.23 CB16111539119111.7.23 CB10.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: =3x4 =3x4 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32123456789101112131415 ST1 W1W1 B1 T1 BL2 BL10-1-80-1-817-11-8 17-11-81-6-01-6-0Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 16 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 64 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 17-11-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F1 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:40 Page: 1 ID:8WjeWFcE_HLWWDxFLQsyGhziJEK-UTFjWFBVFHxjMhDB?qXSeZ9rL5C36WJjdjwcqbyLzY5 =2x6 =6x12 =M18AHS 7x18 =M18AHS 7x18=1.5x5 =6x8 =6x12 =1.5x5 =6x12 =7x8 =8x10 =6x12 =2x6 =1.5x3 13 12 11 10 9 14 151234561678 W2W1 B1B1 T1T1 W3W3 BL2 BL10-1-80-1-82-4-0 2-4-0 2-5-4 2-8-8 17-11-8 15-3-0 15-3-01-6-01-6-0Scale = 1:32.4 Plate Offsets (X, Y):[3:0-3-0,Edge], [5:0-3-0,Edge], [7:0-3-0,Edge], [8:0-3-0,Edge], [10:0-3-0,Edge], [12:0-8-12,Edge], [15:0-1-8,0-0-9] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL)-0.10 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.67 Vert(CT)-0.46 11-12 >462 240 M18AHS 142/136 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.08 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 144 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=2480/0-5-8, (min. 0-1-11), 13=2444/0-5-8, (min. 0-1-10) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8733/0, 3-4=-8733/0, 4-5=-11350/0, 5-6=-11350/0, 6-16=-5084/0, 7-16=-5084/0 BOT CHORD 12-13=0/4696, 11-12=0/11297, 10-11=0/9004, 9-10=0/4544 WEBS 7-10=0/2156, 2-13=-5218/0, 2-12=0/4513, 3-12=-686/0, 4-12=-2867/0, 5-11=-1168/0, 6-11=0/2623, 6-10=-4420/0,7-9=-5107/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 9-13=-10, 1-3=-110, 3-16=-470, 8-16=-110 Job Truss Truss Type Qty Ply Roof 325790-A F2 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:40 Page: 1 ID:ovYuJcaP8sQA6W3d1DIjVZziJD4-UTFjWFBVFHxjMhDB?qXSeZ9g552u6NkjdjwcqbyLzY5 =1.5x3 =1.5x3 =3x6 =4x8 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =4x4 =4x6 =3x8 =1.5x3 =1.5x3 13 12 11 10 9 14 15 1 2 3 4 5 6 7 8 W2W1 B1 T1 W3 BL2 BL10-1-82-5-8 0-1-82-5-4 17-11-8 17-11-81-6-01-6-0Scale = 1:32.4 Plate Offsets (X, Y):[7:0-1-8,Edge], [10:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL)-0.20 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.72 Vert(CT)-0.31 11-12 >684 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT)0.07 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 71 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=1056/0-5-8, (min. 0-1-8), 13=1056/0-5-8, (min. 0-1-8) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2841/0, 3-4=-2841/0, 4-5=-3403/0, 5-6=-3403/0, 6-7=-1799/0 BOT CHORD 12-13=0/1727, 11-12=0/3375, 10-11=0/2841, 9-10=0/1799 WEBS 2-13=-1954/0, 2-12=0/1271, 3-12=-264/0, 4-12=-609/0, 5-11=-275/0, 6-11=0/641, 6-10=-1189/0, 7-10=0/615, 7-9=-2021/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F3 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:41 Page: 1 ID:ovYuJcaP8sQA6W3d1DIjVZziJD4-yfp6jaC70b4azroNZX2hBnhuuVNKrtPtsNg9M1yLzY4 =1.5x3 =1.5x3 =3x6 =4x8 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =1.5x3 =4x12 =4x10 =1.5x3 =2x6 13 12 11 10 9 14 15 16 1 2 3 4 5 6 7 8 W2W1 BL2BL2T1 B1 W3 BL10-1-82-4-0 0-3-02-5-4 0-3-0 17-11-8 17-8-8 17-8-81-6-00-9-40-9-40-8-121-6-0Scale = 1:33.3 Plate Offsets (X, Y):[8:0-4-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL)-0.21 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.96 Vert(CT)-0.32 11-12 >671 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.05 16 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 71 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 11-12. REACTIONS (lb/size)13=1052/0-5-8, (min. 0-1-8), 16=1044/0-3-0, (min. 0-1-8) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2828/0, 3-4=-2828/0, 4-5=-3375/0, 5-6=-3375/0, 6-7=-1747/0, 7-8=-1747/0 BOT CHORD 12-13=0/1720, 11-12=0/3354, 10-11=0/2809 WEBS 2-13=-1946/0, 2-12=0/1264, 3-12=-264/0, 4-12=-601/0, 5-11=-274/0, 6-11=0/645, 6-10=-1212/0, 7-10=-284/0,8-10=0/1864, 8-16=-1080/0 NOTES 1)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F4 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:41 Page: 1 ID:FMji9GKENoLKg?B?ddLAXjziJ8F-yfp6jaC70b4azroNZX2hBnhwlVJXrrjtsNg9M1yLzY4 MT18HS 3x12 FP 3x8 FP =1.5x3 =1.5x3 =4x8 =4x12 =4x12 =1.5x3 =3x6 =3x8 =1.5x3 =1.5x5 =3x4 =1.5x3 =3x8 =3x6 =3x4 =3x4 =5x8 =5x8 =6x6 =5x8 =1.5x3 =1.5x3 21 20 19 18 17 16 15 14 13 22 23123456789101112 W1 W2 W5W5 T1 B1 B2 T2 W3 W4 BL2 BL10-1-80-11-141-10-122-2-4 0-3-80-1-80-11-14 2-5-4 0-1-12 17-10-0 0-1-12 17-11-12 1-4-6 21-7-6 2-3-4 20-3-0 17-8-4 17-8-41-6-01-6-0Scale = 1:37.9 Plate Offsets (X, Y):[10:0-3-0,Edge], [13:Edge,0-1-8], [14:0-3-0,Edge], [21:Edge,0-1-8], [22:0-1-8,0-0-2] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL)-0.43 17-19 >596 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 1.00 Vert(CT)-0.65 17-19 >395 240 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT)0.11 13 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 104 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T2:2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)13=2586/0-2-10, (min. 0-1-12), 21=1276/0-5-8, (min. 0-1-8) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3858/0, 3-4=-3858/0, 4-5=-5868/0, 5-6=-5868/0, 6-7=-6188/0, 7-8=-6188/0, 8-9=-6188/0, 9-10=-5467/0, 10-11=-2200/0 BOT CHORD 20-21=0/2185, 19-20=0/5069, 18-19=0/6215, 17-18=0/6215, 16-17=0/5467, 15-16=0/5467, 14-15=0/5467, 13-14=0/2072 WEBS 9-16=-596/0, 10-15=0/718, 11-14=0/2199, 2-21=-2475/0, 2-20=0/1909, 4-20=-1382/0, 4-19=0/913, 6-19=-522/0, 6-17=-64/410, 8-17=-306/0, 9-17=-62/880, 10-14=-3882/0, 11-13=-3209/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 18 = 11% 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 15-21=-8, 13-15=-98 (F=-90), 1-10=-88, 10-12=-178 (F=-90) Concentrated Loads (lb) Vert: 9=-610, 10=-610 Job Truss Truss Type Qty Ply Roof 325790-A F5 1 1Floor Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:41 Page: 1 ID:aHKUEUpSvgNE3chhtsdZZozcgB6-yfp6jaC70b4azroNZX2hBnhptVJzrp9tsNg9M1yLzY4 MT18HS 3x12 FP 3x6 FP =1.5x3 =1.5x3 =4x8 =4x10 =4x12 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =4x10 =4x8 =5x5 =4x4 =4x6 =1.5x3 =1.5x3 18 17 16 15 14 13 12 19 201234567891011 W2W1 T1 B1 B2 T2 W3 BL2 BL10-1-81-1-60-1-82-5-4 21-7-6 21-7-61-6-01-6-0Scale = 1:37.9 Plate Offsets (X, Y):[10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [18:Edge,0-1-8], [19:0-1-8,0-0-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL)-0.40 14-16 >633 480 MT18HS 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.93 Vert(CT)-0.62 14-16 >416 240 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.11 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 86 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 14-16. REACTIONS (lb/size)12=1275/0-2-10, (min. 0-1-8), 18=1275/0-5-8, (min. 0-1-8) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3647/0, 3-4=-3647/0, 4-5=-5001/0, 5-6=-5001/0, 6-7=-4185/0, 7-8=-4185/0, 8-9=-4185/0, 9-10=-1183/0 BOT CHORD 17-18=0/2135, 16-17=0/4578, 15-16=0/4846, 14-15=0/4846, 13-14=0/2940, 12-13=0/1183 WEBS 2-18=-2417/0, 2-17=0/1725, 3-17=-263/0, 4-17=-1063/0, 4-16=0/483, 5-16=-271/0, 6-14=-754/0, 8-14=-271/0,9-14=0/1421, 9-13=-2005/0, 10-13=0/1009, 10-12=-1718/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F6 4 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:42 Page: 1 ID:iBc3WBDPT0RfsBobFfwrwJziIr0-QrNUxwCmnvCRb?Na7FZwj_E?HvgHaJQ051PjuTyLzY3 =6x6 =5x8 =1.5x3 =4x8 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =4x4 =4x6 =3x8 =3x4 15 14 13 12 11 10 16 1 2 3 4 5 6 7 8 9 W2 W3W1W1BL1BL1 T1 B1 W40-3-141-0-72-5-01-0-72-5-4 1-0-5 1-4-3 0-3-14 0-3-14 3-7-3 4-11-6 12-8-12 17-8-21-6-00-6-00-6-01-0-01-6-01-6-0Scale = 1:34.2 Plate Offsets (X, Y):[8:0-1-8,Edge], [11:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL)-0.19 12-13 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.31 12-13 >683 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.06 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 12-13. REACTIONS (lb/size)10=1046/0-5-8, (min. 0-1-8), 16=1044/0-3-6, (min. 0-1-8) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-873/0, 2-3=-873/0, 3-4=-2699/0, 4-5=-2699/0, 5-6=-3308/0, 6-7=-3308/0, 7-8=-1745/0, 1-16=-1044/0 BOT CHORD 13-14=0/1557, 12-13=0/3252, 11-12=0/2765, 10-11=0/1745 WEBS 4-13=-281/0, 1-14=0/1313, 3-13=0/1304, 3-14=-1095/0, 5-13=-630/0, 6-12=-278/0, 7-12=0/620, 7-11=-1164/0,8-11=0/602, 8-10=-1973/0 NOTES 1)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F7 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:42 Page: 1 ID:EbIGoDzH9Tq2uQlxC_zmp_ziIku-QrNUxwCmnvCRb?Na7FZwj_E5XvgzaKu051PjuTyLzY3 =6x6 =5x8 =1.5x3 =4x8 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =4x4 =4x6 =3x4 =4x10 =3x4 =2x6 =3x6 17 16 15 14 13 12 1119 181234567820910 W2 W3W1W1 BL2BL2BL1BL1 T1 B1 W4 W50-3-140-3-01-0-72-5-01-0-71-5-9 2-5-4 0-2-12 17-8-2 1-0-5 1-4-3 0-3-14 0-3-14 1-10-1 19-6-3 3-7-3 4-11-6 12-6-0 17-5-61-6-00-6-00-6-01-0-01-6-01-6-0Scale = 1:37 Plate Offsets (X, Y):[8:0-1-8,Edge], [10:0-1-8,Edge], [13:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL)-0.19 14-15 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 1.00 Vert(CT)-0.29 14-15 >718 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT)0.05 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 83 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:6-0-0 oc bracing: 11-12. REACTIONS (lb/size)12=1497/0-5-8, (min. 0-1-8), 19=1012/0-3-6, (min. 0-1-8) Max Grav 12=1497 (LC 1), 19=1018 (LC 3) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-850/0, 2-3=-850/0, 3-4=-2609/0, 4-5=-2609/0, 5-6=-3123/0, 6-7=-3123/0, 7-8=-1456/0, 8-20=0/364, 9-20=0/364, 9-10=0/361, 1-19=-1018/0 BOT CHORD 15-16=0/1513, 14-15=0/3115, 13-14=0/2536, 12-13=0/1456 WEBS 4-15=-281/0, 9-12=-272/0, 1-16=0/1278, 3-15=0/1251, 3-16=-1062/0, 5-15=-577/0, 6-14=-275/0, 7-14=0/682, 7-13=-1248/0, 8-13=0/638, 8-12=-1959/0, 10-12=-467/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 11-17=-10, 1-10=-110 Concentrated Loads (lb) Vert: 10=-220 Job Truss Truss Type Qty Ply Roof 325790-A F8 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:43 Page: 1 ID:d93PVlWiwotK9cERRjEjj_ziIgI-QrNUxwCmnvCRb?Na7FZwj_E4tvf7aKx051PjuTyLzY3 =6x8 =6x8 =1.5x3 =4x10 =4x10 =1.5x3 =3x4 =1.5x3 =3x6 =3x6 =4x4 =4x6 =4x8 =1.5x3 =1.5x3 15 14 13 12 11 10 17 16123456789 W3W2W1W1BL1BL1 T1 B1 W4 BL20-3-141-0-72-5-0 0-1-81-0-72-5-4 1-0-5 1-4-3 0-3-14 0-3-14 3-7-3 4-11-6 12-8-12 17-8-21-6-00-6-00-6-01-0-01-6-01-6-0Scale = 1:34.2 Plate Offsets (X, Y):[1:Edge,0-1-8], [8:0-1-8,Edge], [10:Edge,0-1-8], [11:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL)-0.19 12-13 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.87 Vert(CT)-0.37 12-13 >571 240 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT)0.07 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=1298/0-5-8, (min. 0-1-8), 17=1305/0-3-6, (min. 0-1-8) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1090/0, 2-3=-1090/0, 3-4=-3372/0, 4-5=-3372/0, 5-6=-4131/0, 6-7=-4131/0, 7-8=-2177/0, 1-17=-1305/0 BOT CHORD 13-14=0/1947, 12-13=0/4068, 11-12=0/3460, 10-11=0/2177 WEBS 4-13=-357/0, 1-14=0/1640, 3-13=0/1625, 3-14=-1373/0, 5-13=-795/0, 6-12=-352/0, 7-12=0/765, 7-11=-1465/0,8-11=0/747, 8-10=-2454/0 NOTES 1)Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-15=-10, 1-9=-140 Job Truss Truss Type Qty Ply Roof 325790-A F9 7 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:43 Page: 1 ID:KxMm_AT87gKVeWsIVeFwK2ziImp-u2xs8GDOYCKID9xmhy49GCnATJ1PJmc9Kh9GQvyLzY2 3x8 FP MT18HS 3x12 FP =1.5x3 =1.5x3 =4x8 =5x12 =5x16 =1.5x3 =3x6 =3x8 =1.5x3 =3x4 =1.5x3 =4x10 =4x8 =5x5 =5x8 =4x8 =1.5x3 =1.5x3 18 17 16 15 14 13 12 19 201234567891011 W3W1W2W2BL1 BL1 B1 T1 T2 B2 W40-1-82-5-0 0-1-82-5-4 22-11-0 22-11-01-6-01-6-0Scale = 1:39.8 Plate Offsets (X, Y):[10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL)-0.39 15-16 >695 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.73 15-16 >372 240 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT)0.13 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 107 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) *Except* T2:2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=1674/0-5-8, (min. 0-1-8), 18=1558/0-5-8, (min. 0-1-8) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4693/0, 3-4=-4693/0, 4-5=-6806/0, 5-6=-6806/0, 6-7=-6201/0, 7-8=-6201/0, 8-9=-6201/0, 9-10=-2886/0 BOT CHORD 17-18=0/2599, 16-17=0/6075, 15-16=0/6825, 14-15=0/4853, 13-14=0/4853, 12-13=0/2886 WEBS 2-18=-2963/0, 2-17=0/2375, 3-17=-305/0, 4-17=-1577/0, 4-16=0/834, 5-16=-345/0, 6-15=-712/0, 8-15=-348/0, 9-15=0/1538, 9-13=-2245/0, 10-13=0/1123, 10-12=-3256/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 12-18=-10, 1-3=-110, 3-11=-140 Job Truss Truss Type Qty Ply Roof 325790-A F10 4 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:43 Page: 1 ID:qvI68uM2q6SapFdE?L2zWRziIj4-u2xs8GDOYCKID9xmhy49GCn8lJ2yJjy9Kh9GQvyLzY2 MT18HS 3x12 FP 3x6 FP =4x8 =4x10 =4x12 =3x4 =3x6 =3x4 =4x10 =4x8 =5x5 =6x6 =3x4 =4x10 =3x4 20 19 18 17 16 15 14 13 22 21 23123456789101112 W2W1 T1 B2B1 T2 W3 W4BL1 BL20-1-80-1-82-5-0 1-9-02-5-4 0-1-8 24-11-0 0-2-12 22-11-0 1-10-8 24-9-8 22-8-4 22-8-41-6-01-6-0Scale = 1:42.8 Plate Offsets (X, Y):[10:0-1-8,Edge], [12:0-1-8,Edge], [15:0-1-8,Edge], [20:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL)-0.44 16-18 >618 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 0.62 Vert(CT)-0.65 16-18 >419 360 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(CT)0.10 14 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 109 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T2:2x4 SPF No.2(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)14=1842/0-5-8, (min. 0-1-8), 20=1323/0-5-8, (min. 0-1-8) Max Grav 14=1842 (LC 1), 20=1330 (LC 3) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3847/0, 3-4=-3847/0, 4-5=-5400/0, 5-6=-5400/0, 6-7=-4784/0, 7-8=-4784/0, 8-9=-4784/0, 9-10=-1990/0, 10-11=0/445, 11-12=0/443 BOT CHORD 19-20=0/2238, 18-19=0/4881, 17-18=0/5348, 16-17=0/5348, 15-16=0/3637, 14-15=0/1990 WEBS 11-14=-290/0, 2-20=-2534/0, 2-19=0/1836, 3-19=-261/0, 4-19=-1180/0, 4-18=0/592, 5-18=-267/0, 6-16=-657/0, 8-16=-270/0, 9-16=0/1323, 9-15=-1899/0, 10-15=0/949, 10-14=-2617/0, 12-14=-542/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 17 = 11% 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 13-20=-10, 1-12=-110 Concentrated Loads (lb) Vert: 12=-220 Job Truss Truss Type Qty Ply Roof 325790-A F11 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:44 Page: 1 ID:t2JDwKHfmL8l3upJQgLj5ZziIe1-MEVEMcE0JWS9qJWyEgbOoPJJDiRc2CLJYLuqzMyLzY1 MT18HS 3x12 FP 3x6 FP=1.5x3 =1.5x3 =4x8 =4x10 =4x12 =1.5x3 =3x4 =3x6 =1.5x3 =1.5x3 =3x4 =1.5x3 =4x8 =4x8 =5x5 =6x6 =4x8 =1.5x3 =1.5x3 18 17 16 15 14 13 12 19 201234567891011 W2W1BL1 BL1 T1 B1 B2 T2 W30-1-82-5-0 0-1-82-5-4 22-11-0 22-11-01-6-01-6-0Scale = 1:39.8 Plate Offsets (X, Y):[10:0-1-8,Edge], [12:Edge,0-1-8], [13:0-1-8,Edge], [18:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL)-0.44 14-16 >622 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 0.64 Vert(CT)-0.67 14-16 >408 360 MT20 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT)0.10 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 99 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 DF 2400F 2.0E or 2x4 SP 2400F 2.0E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=1353/0-5-8, (min. 0-1-8), 18=1353/0-5-8, (min. 0-1-8) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3932/0, 3-4=-3932/0, 4-5=-5569/0, 5-6=-5569/0, 6-7=-5038/0, 7-8=-5038/0, 8-9=-5038/0, 9-10=-2336/0 BOT CHORD 17-18=0/2281, 16-17=0/5008, 15-16=0/5559, 14-15=0/5559, 13-14=0/3930, 12-13=0/2336 WEBS 2-18=-2582/0, 2-17=0/1884, 3-17=-260/0, 4-17=-1228/0, 4-16=0/640, 5-16=-267/0, 6-14=-594/0, 8-14=-272/0,9-14=0/1264, 9-13=-1820/0, 10-13=0/918, 10-12=-2636/0 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)The Fabrication Tolerance at joint 15 = 11% 4)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F12 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:44 Page: 1 ID:t2JDwKHfmL8l3upJQgLj5ZziIe1-MEVEMcE0JWS9qJWyEgbOoPJNqiQF2CHJYLuqzMyLzY1 3x6 FP 3x6 FP =3x4 =3x4 =3x4 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 38 3912345678910111213141516171819 ST1W1 W1BL1BL1 T1 B1 B2 T20-1-80-1-822-11-0 22-11-01-6-01-6-0Scale = 1:39.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horiz(TL)0.00 20 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 80 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 22-11-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F13 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:45 Page: 1 ID:VXYUpVKkQnu?Ic4kBbspJiziIa5-MEVEMcE0JWS9qJWyEgbOoPJX3ia22KJJYLuqzMyLzY1 =1.5x3 =1.5x3 =1.5x3 =3x4 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =1.5x3 9 8 7 6 10 11 1 2 12 3 4 5 W1 W4 T1 B1 W3W2BL10-1-82-5-0 1-9-0 2-5-4 0-1-8 0-1-8 0-2-12 2-2-12 0-1-8 9-11-0 1-10-8 2-0-0 2-6-0 4-8-12 5-0-12 9-9-81-6-01-6-0Scale = 1:25.5 Plate Offsets (X, Y):[3:0-1-8,Edge], [7:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL)-0.01 6-7 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.27 Vert(CT)-0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT)0.00 5 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 42 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)5=342/0-1-8, (min. 0-1-8), 8=1273/0-5-8, (min. 0-1-8) Max Grav 5=362 (LC 4), 8=1273 (LC 1) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=0/253, 1-2=0/579, 2-12=0/582, 3-12=0/582, 3-4=-279/204 BOT CHORD 7-8=-204/279, 6-7=-20/421 WEBS 2-8=-454/0, 1-8=-708/0, 3-8=-867/0, 4-6=-480/23 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION, Do not erect truss backwards. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down at 0-2-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 6-9=-10, 1-12=-220 (F=-110), 5-12=-110 Concentrated Loads (lb) Vert: 1=-220 (F) Job Truss Truss Type Qty Ply Roof 325790-A F14 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:45 Page: 1 ID:0_Lzm5HngM3CzOWC9XJeqZziIbR-rQ3cZyFe4qa0SS58oN6dLdsao6sFnlASn_eNVoyLzY0 =3x4 20 19 18 17 16 15 14 13 12 11 21 1 2 3 4 5 6 7 8 9 10 ST1W1 W1 B1 T1 BL10-1-811-11-0 11-11-01-6-01-6-0Scale = 1:23.4 Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 11 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 43 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 11-11-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F15 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:45 Page: 1 ID:5nFHsd_gjOJGPxaIqQWJiszcgJw-rQ3cZyFe4qa0SS58oN6dLdsjN6wKnnfSn_eNVoyLzY0 =1.5x3 =1.5x3 =3x6 =3x4 =3x4 =1.5x3 =1.5x3 =3x4 =3x4 =3x4 =4x4 =6x6 =3x6 11 10 9 8 13 14 12 7123456 W2W1 BL2BL2BL2 T1 B1 W3 T2 W4BL1 0-4-80-1-81-10-8 2-0-6 2-5-4 0-4-8 12-2-10 4-7-14 11-10-2 7-2-4 7-2-41-6-00-6-00-6-01-0-01-6-0Scale = 1:25.1 Plate Offsets (X, Y):[8:Edge,0-1-8], [9:0-1-8,Edge], [10:0-1-8,Edge], [14:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL)-0.14 10-11 >992 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.59 Vert(CT)-0.22 10-11 >645 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.02 14 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 51 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=705/0-5-8, (min. 0-1-8), 14=686/0-3-6, (min. 0-1-8) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-14=0/584, 7-14=0/584, 2-3=-1533/0, 3-4=-1533/0, 4-5=-1533/0 BOT CHORD 10-11=0/1076, 9-10=0/1533, 8-9=0/984 WEBS 4-9=-263/0, 2-11=-1216/0, 2-10=0/603, 5-9=0/676, 5-8=-1028/0, 7-14=-718/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F16 7 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:46 Page: 1 ID:yCDn_Rds1_2Zj5lsERIaAVziJ99-rQ3cZyFe4qa0SS58oN6dLdsbB6nGnk1Sn_eNVoyLzY0 =3x4 =3x4 13 12 11 10 9 8 14 1 2 3 4 5 6 7 ST1W1 W1 B1 T1 BL1 0-1-86-11-8 6-11-81-6-01-6-0Scale = 1:16 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 27 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 6-11-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 10, 11, 12, 13 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F17 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:46 Page: 1 ID:A7huA36Ww4lWheXnmcYjTeziJ9p-Jdd?mIFGr7it4cgLM4esuqPtnWGPWEoc0eNw1EyLzY? =1.5x3 =1.5x3 =3x6 =3x4 =3x4 =3x6 =4x6 5 4 7 8 6 1 2 3 BL2BL2BL2W1 T1 B1 W2 W3BL10-1-82-0-6 0-4-82-5-4 0-4-8 5-2-10 4-10-2 4-10-21-6-00-6-00-6-01-0-01-6-0Scale = 1:24.1 Plate Offsets (X, Y):[8:0-3-0,0-3-4] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL)0.00 4 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.20 Vert(CT)-0.06 4-5 >943 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 8 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=228/0-5-8, (min. 0-1-8), 8=213/0-3-6, (min. 0-1-8) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-256/0 NOTES 1)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F18 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:46 Page: 1 ID:loE43sBqsJEREvUGVen_4EzcgH4-Jdd?mIFGr7it4cgLM4esuqPr7WDhWELc0eNw1EyLzY? =3x4 =3x4 22 21 20 19 18 17 16 15 14 13 12 23 24 1 2 3 4 5 6 7 8 9 10 11 ST1W1 W1BL1BL1 B1 T10-1-80-1-812-7-0 12-7-01-6-01-6-0Scale = 1:24.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 47 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 12-7-0. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F19 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:47 Page: 1 ID:dDDaBfq0AuzkZ3frufZFYtziJ6J-Jdd?mIFGr7it4cgLM4esuqPtqWGRWEoc0eNw1EyLzY? =1.5x3 =1.5x3 =3x6 =3x4 =3x4 =3x4 =3x6 =1.5x3 =3x4 =3x6 =1.5x3 =1.5x3 10 9 8 7 11 12 1 2 3 4 5 6 W3W1BL1 BL1 B1 T1 W20-1-82-5-4 0-1-82-1-8 12-7-8 12-7-81-6-01-6-0Scale = 1:24.4 Plate Offsets (X, Y):[2:0-1-8,Edge], [9:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL)-0.06 8-9 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.53 Vert(CT)-0.10 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.03 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 52 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=736/0-5-8, (min. 0-1-8), 10=736/0-5-8, (min. 0-1-8) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1067/0, 3-4=-1668/0, 4-5=-1668/0 BOT CHORD 9-10=0/1067, 8-9=0/1616, 7-8=0/1133 WEBS 5-7=-1280/0, 5-8=0/611, 4-8=-266/0, 3-9=-627/0, 2-9=0/341, 2-10=-1236/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F20 5 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:47 Page: 1 ID:1WNHFtfETbCjtvb84jJz_wziJ6X-npAN_eGubRqkhmFXwo95Q2x_QwTjFdJlEI7UZhyLzY_ =1.5x3 =1.5x3 =4x6 =3x4 =4x4 =3x6 =1.5x3 =3x8 =3x4 =4x8 =1.5x3 =3x8 =3x6 =1.5x3 =1.5x3 13 12 11 10 9 14 15 1 2 3 4 5 6 7 8 W3W1BL1 BL1 B1 T1 W20-1-82-5-4 0-9-6 0-1-816-3-6 16-3-61-6-01-6-0Scale = 1:29.9 Plate Offsets (X, Y):[12:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL)-0.14 10-11 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.83 Vert(CT)-0.23 10-11 >851 240 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.05 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 67 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=955/0-5-8, (min. 0-1-8), 13=955/0-2-10, (min. 0-1-8) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/0, 3-4=-2667/0, 4-5=-2667/0, 5-6=-2472/0, 6-7=-2472/0 BOT CHORD 12-13=0/681, 11-12=0/1930, 10-11=0/2823, 9-10=0/1540 WEBS 7-9=-1742/0, 7-10=0/1064, 6-10=-264/0, 5-10=-400/0, 4-11=-272/0, 3-11=0/841, 3-12=-1425/0, 2-12=0/734, 2-13=-1183/0 NOTES 1)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F21 4 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:47 Page: 1 ID:j?BLDdqOShtQU0BOksLpU4ziIqD-npAN_eGubRqkhmFXwo95Q2xzawP3FcqlEI7UZhyLzY_ =3x4 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 331 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ST1W1 W1 B1 T1 BL10-1-819-11-8 19-11-81-6-01-6-0Scale = 1:35.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 17 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 69 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 19-11-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A F22 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:48 Page: 1 ID:4bBghZDfxXgqZNrEz9gXXKziJ75-F?klB_HWMlybJwqjTVgKzFUDOKx__8JvTys157yLzXz =1.5x3 =1.5x3 =6x6 =3x4 =6x6 =3x4 45 6 1 2 3 W1 B1B1 W2 T1 BL1 0-1-81-9-11 4-1-6 4-1-61-6-01-6-0Scale = 1:22.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL)-0.04 4-5 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.44 Vert(CT)-0.07 4-5 >642 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 24 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=570/0-5-8, (min. 0-1-8), 5=570/0-2-10, (min. 0-1-8) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/365 WEBS 2-5=-426/0, 2-4=-435/0 NOTES 1)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION, Do not erect truss backwards.6)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-5=-100 (F=-90), 1-3=-200 (F=-90) Job Truss Truss Type Qty Ply Roof 325790-A F23 1 1Floor Girder Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:48 Page: 1 ID:nEE9Dp27vQTEUOqcbs8FY9ziIof-F?klB_HWMlybJwqjTVgKzFU8nKrO_7VvTys157yLzXz =3x4 =3x4 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 31 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ST1W1 W1BL1BL1 B1 T10-1-80-1-817-11-8 17-11-81-8-01-8-0Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 16 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 68 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 17-11-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF1 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:48 Page: 1 ID:Liasn9dwT7lfMtzqEa?yWXziFwa-F?klB_HWMlybJwqjTVgKzFUDKKxw_8IvTys157yLzXz =1.5x3 =1.5x3 =3x6 =4x6 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =4x4 =4x4 =3x6 =1.5x3 =1.5x3 13 12 11 10 9 14 1512345678 W2W1BL1 BL1 B1 T1 W30-1-82-5-8 0-1-82-5-4 17-11-8 17-11-81-8-01-8-0Scale = 1:32.4 Plate Offsets (X, Y):[7:0-1-8,Edge], [10:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL)-0.17 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.88 Vert(CT)-0.26 11-12 >818 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.06 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 74 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=1056/0-5-8, (min. 0-1-8), 13=1056/0-5-8, (min. 0-1-8) 25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2536/0, 3-4=-2536/0, 4-5=-3037/0, 5-6=-3037/0, 6-7=-1606/0 BOT CHORD 12-13=0/1541, 11-12=0/3011, 10-11=0/2535, 9-10=0/1606 WEBS 2-13=-1793/0, 2-12=0/1169, 3-12=-265/0, 4-12=-559/0, 5-11=-276/0, 6-11=0/590, 6-10=-1092/0, 7-10=0/616, 7-9=-1853/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF2 2 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:49 Page: 1 ID:lHG_QAfpm27DDKhPvjYf8AziFwX-jCI7PJI9724Sx4Pw1DBZVT1Iej4mjVl2iccbdZyLzXy =1.5x3 =1.5x3 =3x6 =4x6 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =1.5x3 =5x12 =5x8 =3x413 12 11 10 9 15 141 2 3 4 5 6 7 8 W2W1 BL2BL2 T1 B1 W3BL10-1-82-5-8 0-5-122-5-4 0-5-12 17-11-8 17-5-12 17-5-121-8-00-4-00-4-01-4-01-8-0Scale = 1:34.6 Plate Offsets (X, Y):[8:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.17 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.88 Vert(CT)-0.27 11-12 >801 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.14 15 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)13=1056/0-5-8, (min. 0-1-8), 15=1059/0-5-4, (min. 0-1-8) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2536/0, 3-4=-2536/0, 4-5=-3035/0, 5-6=-3035/0, 6-7=-1616/0, 7-8=-1616/0, 8-15=-1059/0 BOT CHORD 12-13=0/1541, 11-12=0/3010, 10-11=0/2538 WEBS 2-13=-1794/0, 2-12=0/1169, 3-12=-265/0, 4-12=-557/0, 5-11=-276/0, 6-11=0/583, 6-10=-1084/0, 7-10=-322/0,8-10=0/1870 NOTES 1)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF3 7 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:49 Page: 1 ID:E0tDm84mWpXGwjt8TZgs3YziFw_-jCI7PJI9724Sx4Pw1DBZVT1HAj4gjTg2iccbdZyLzXy =3x4 =6x6 =5x8 =1.5x3 =4x6 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =1.5x3 =5x12 =5x8 =3x4 15 14 13 12 11 101617 1 2 3 4 5 6 7 8 9 W3W2BL1BL1 BL1BL1W1W1 T1 B1 W40-5-121-1-142-5-8 0-5-121-1-142-5-4 0-11-14 1-5-10 0-5-12 0-5-12 0-5-12 17-11-8 3-8-10 5-2-4 12-3-8 17-5-121-8-00-4-00-4-01-4-01-8-00-4-00-4-01-4-01-8-0Scale = 1:37.8 Plate Offsets (X, Y):[9:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.17 12-13 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.89 Vert(CT)-0.27 12-13 >783 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.15 17 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 75 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)16=1059/0-5-4, (min. 0-1-8), 17=1059/0-5-4, (min. 0-1-8) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-865/0, 2-3=-865/0, 3-4=-2536/0, 4-5=-2536/0, 5-6=-3036/0, 6-7=-3036/0, 7-8=-1616/0, 8-9=-1616/0, 1-16=-1059/0,9-17=-1059/0 BOT CHORD 13-14=0/1532, 12-13=0/3007, 11-12=0/2539 WEBS 4-13=-282/0, 1-14=0/1316, 3-13=0/1179, 3-14=-1076/0, 5-13=-554/0, 6-12=-278/0, 7-12=0/585, 7-11=-1084/0,8-11=-322/0, 9-11=0/1870 NOTES 1)Bearing at joint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF4 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:49 Page: 1 ID:E0tDm84mWpXGwjt8TZgs3YziFw_-jCI7PJI9724Sx4Pw1DBZVT1HAj4bjTg2iccbdZyLzXy 3x6 FP 3x6 FP =3x4 =3x6 =3x6 =3x8 =1.5x3 =3x4 =4x8 =1.5x3 =3x8 =4x4 =5x5 =3x4 =4x10 =4x6 =4x4 =3x6 =1.5x3 =3x8 =3x4 =1.5x3 =4x8 =4x6 =4x6 =3x4 26 25 24 23 22 21 20 19 18 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 W1 W3 T1 B2B1 T2 W5W4W2 W6 0-8-122-0-0 2-3-12 2-5-4 2-7-4 2-9-8 20-0-8 4-9-0 4-9-0 12-6-0 17-3-0 13-5-12 33-6-41-8-01-8-0Scale = 1:55.6 Plate Offsets (X, Y):[7:0-1-8,Edge], [10:0-1-8,Edge], [17:Edge,0-1-8], [20:0-1-8,Edge], [23:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL)-0.11 24-25 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(CT)-0.16 24-25 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.04 17 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 139 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T2:2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)17=978/ Mechanical, (min. 0-1-8), 21=2463/0-5-8, (min.0-1-10), 26=802/ Mechanical, (min. 0-1-8) Max Grav 17=1109 (LC 10), 21=2463 (LC 1), 26=871 (LC 5) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-498/0, 2-3=-1827/0, 3-4=-1827/0, 4-5=-1879/0, 5-6=-1879/0, 6-7=0/885, 7-8=0/2450, 8-9=0/2451, 9-10=0/2451, 10-11=-168/941, 11-12=-1746/33, 12-13=-1746/33, 13-14=-1380/0, 14-15=-1380/0 BOT CHORD 25-26=0/1051, 24-25=0/2076, 23-24=-349/1154, 22-23=-885/0, 21-22=-885/0, 20-21=-941/168, 19-20=-423/1173, 18-19=0/1784, 17-18=0/448 WEBS 3-25=-272/0, 8-21=-310/0, 10-20=0/746, 2-25=0/912, 2-26=-1298/0, 4-25=-293/94, 4-24=-365/0, 5-24=-275/0, 6-24=0/982, 6-23=-1512/0, 7-23=0/829, 7-21=-2081/0, 10-21=-2135/0, 11-20=-1352/0, 11-19=0/835, 12-19=-276/0, 13-18=-475/74, 14-18=-281/0, 15-18=0/1096, 15-17=-924/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1, 3 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 33-4-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 17-26=-10, 1-16=-110 Concentrated Loads (lb) Vert: 16=-250 (F) 3)Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 17-26=-10, 1-16=-30 Concentrated Loads (lb) Vert: 16=-500 (F) Job Truss Truss Type Qty Ply Roof 325790-A FF5 4 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:50 Page: 1 ID:zBjnFI6BAOeGdh1g2XVqSRziF50-BOsVcfJnuMCJZE_6bwio2gZKO7TtSwjBxGL89?yLzXx 3x6 FP 3x6 FP =3x4 =3x6 =3x6 =3x8 =1.5x3 =3x4 =4x8 =1.5x3 =3x8 =4x4 =5x5 =3x4 =4x10 =4x6 =4x4 =3x6 =1.5x3 =3x8 =3x4 =1.5x3 =4x8 =4x6 =4x6 =3x4 26 25 24 23 22 21 20 19 18 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2715 16 W1 W3 T1 B2B1 T2 W5W4W2 W6 0-8-122-0-0 2-3-12 2-5-4 2-7-4 2-9-8 20-0-8 4-9-0 4-9-0 12-6-0 17-3-0 13-5-12 33-6-41-8-01-8-0Scale = 1:55.6 Plate Offsets (X, Y):[7:0-1-8,Edge], [10:0-1-8,Edge], [17:Edge,0-1-8], [20:0-1-8,Edge], [23:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL)-0.11 24-25 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(CT)-0.16 24-25 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.04 17 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 139 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) *Except* T2:2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)17=1109/ Mechanical, (min. 0-1-8), 21=2471/0-5-8, (min.0-1-11), 26=800/ Mechanical, (min. 0-1-8) Max Grav 17=1240 (LC 10), 21=2471 (LC 1), 26=870 (LC 5) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-17=-529/0, 2-3=-1824/0, 3-4=-1824/0, 4-5=-1872/0, 5-6=-1872/0, 6-7=0/896, 7-8=0/2463, 8-9=0/2464, 9-10=0/2464, 10-11=-167/941, 11-12=-1768/10, 12-13=-1768/10, 13-14=-1426/0, 14-27=-1426/0, 15-27=-1426/0 BOT CHORD 25-26=0/1049, 24-25=0/2071, 23-24=-358/1144, 22-23=-896/0, 21-22=-896/0, 20-21=-941/167, 19-20=-412/1184, 18-19=0/1818, 17-18=0/502 WEBS 3-25=-272/0, 8-21=-310/0, 10-20=0/753, 2-25=0/910, 2-26=-1296/0, 4-25=-291/97, 4-24=-367/0, 5-24=-275/0, 6-24=0/984, 6-23=-1514/0, 7-23=0/831, 7-21=-2083/0, 10-21=-2150/0, 11-20=-1365/0, 11-19=0/849, 12-19=-277/0, 13-18=-461/89, 14-18=-283/0, 15-18=0/1086, 15-17=-1037/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1, 3 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 17-26=-10, 1-27=-110, 16-27=-210 Concentrated Loads (lb) Vert: 16=-250 3)Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 17-26=-10, 1-27=-30, 16-27=-130 Concentrated Loads (lb) Vert: 16=-500 Job Truss Truss Type Qty Ply Roof 325790-A FF6 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:50 Page: 1 ID:p6BdEqrIHb3NZtRtw7YwM0zU7xl-BOsVcfJnuMCJZE_6bwio2gZKK7TvSwgBxGL89?yLzXx 3x6 FP 3x6 FP =3x4 =3x6 =3x6 =3x8 =1.5x3 =3x4 =4x8 =1.5x3 =3x8 =4x4 =5x5 =3x4 =4x10 =4x6 =4x4 =3x6 =1.5x3 =3x8 =3x4 =1.5x3 =4x8 =4x6 =4x6 =3x4 26 25 24 23 22 21 20 19 18 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 W1 W3 T1 B2B1 T2 W5W4W2 W6 0-8-122-0-0 2-3-12 2-5-4 2-7-4 2-9-8 20-0-8 4-9-0 4-9-0 12-6-0 17-3-0 13-5-12 33-6-41-8-01-8-0Scale = 1:55.6 Plate Offsets (X, Y):[7:0-1-8,Edge], [10:0-1-8,Edge], [17:Edge,0-1-8], [20:0-1-8,Edge], [23:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL)-0.11 24-25 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.69 Vert(CT)-0.16 24-25 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.04 17 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 139 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF 1650F 1.5E(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)17=962/ Mechanical, (min. 0-1-8), 21=2482/0-5-8, (min.0-1-11), 26=798/ Mechanical, (min. 0-1-8) Max Grav 17=1082 (LC 10), 21=2482 (LC 1), 26=867 (LC 5) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1815/0, 3-4=-1815/0, 4-5=-1854/0, 5-6=-1854/0, 6-7=0/902, 7-8=0/2485, 8-9=0/2486, 9-10=0/2486, 10-11=-175/954, 11-12=-1802/0, 12-13=-1802/0, 13-14=-1486/0, 14-15=-1486/0 BOT CHORD 25-26=0/1045, 24-25=0/2058, 23-24=-363/1122, 22-23=-902/0, 21-22=-902/0, 20-21=-954/175, 19-20=-408/1205, 18-19=0/1865, 17-18=0/593 WEBS 3-25=-272/0, 8-21=-309/0, 10-20=0/762, 2-25=0/904, 2-26=-1291/0, 4-25=-285/98, 4-24=-371/0, 5-24=-275/0, 6-24=0/988, 6-23=-1518/0, 7-23=0/832, 7-21=-2088/0, 10-21=-2170/0, 11-20=-1383/0, 11-19=0/867, 12-19=-277/0, 13-19=-251/0, 13-18=-446/108, 14-18=-282/0, 15-18=0/1068, 15-17=-1225/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1, 3 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 17-26=-10, 1-16=-110 Concentrated Loads (lb) Vert: 15=-250 3)Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 17-26=-10, 1-16=-30 Concentrated Loads (lb) Vert: 15=-500 Job Truss Truss Type Qty Ply Roof 325790-A FF7 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:51 Page: 1 ID:WarFTtNuw7c8qeoLVNLE8IzU7x3-faQuq?JPfgK9ANZI9eD1bu6YWXpCBNrL9w5hhSyLzXw =3x4 =3x6 =4x6 =4x8 =1.5x3 =3x4 =1.5x3 =3x6 =3x4 =4x4 =4x4 =3x6 =1.5x3 =1.5x3 13 12 11 10 9 1412345678 W1 W3 B1 T1 W4W2 BL1 2-0-0 2-5-0 0-1-82-5-4 4-9-0 4-9-0 12-8-12 17-5-121-8-01-8-0Scale = 1:31.7 Plate Offsets (X, Y):[7:0-1-8,Edge], [10:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL)-0.15 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.82 Vert(CT)-0.24 11-12 >877 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.06 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 73 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=1027/0-5-8, (min. 0-1-8), 13=1034/ Mechanical, (min. 0-1-8) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2314/0, 3-4=-2314/0, 4-5=-2892/0, 5-6=-2892/0, 6-7=-1536/0 BOT CHORD 12-13=0/1275, 11-12=0/2826, 10-11=0/2428, 9-10=0/1536 WEBS 3-12=-272/0, 2-12=0/1221, 2-13=-1575/0, 4-12=-602/0, 5-11=-277/0, 6-11=0/545, 6-10=-1049/0, 7-10=0/593, 7-9=-1780/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF8 5 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:51 Page: 1 ID:uQJbqRqpX06uX_maiSygydzU8Ql-faQuq?JPfgK9ANZI9eD1bu6eYXn4BPaL9w5hhSyLzXw =3x4 =3x4 =3x4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 291234567891011121314 ST1W1W1 W1 B1 T1 BL10-1-817-5-12 17-5-121-8-01-8-0Scale = 1:31.7 Plate Offsets (X, Y):[28:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 15 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 65 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 17-5-12. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF9 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:52 Page: 1 ID:LW3Ti3dr0s7rRbiMNR5jp9ziEI_-faQuq?JPfgK9ANZI9eD1bu6jaXzhBU2L9w5hhSyLzXw =3x4 =3x6 =3x4 =3x6 =3x4 =3x4 =3x6 =3x4 8 7 6 1 2 3 4 5 W1 W3W2W2 T1 B1 1-7-12 1-10-8 1-7-12 3-8-0 3-8-0 4-1-8 7-9-81-8-01-8-0Scale = 1:20.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.11 6-7 >436 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.80 Vert(CT)-0.18 6-7 >262 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT)0.00 6 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-P Weight: 38 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 7-9-8 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=504/0-5-8, (min. 0-1-8), 7=1335/0-3-8, (min. 0-1-8), 8=424/ Mechanical, (min. 0-1-8) Max Grav 6=512 (LC 4), 7=1335 (LC 1), 8=437 (LC 3) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=0/260 WEBS 3-7=-357/0, 2-7=-365/0, 2-8=-261/0, 4-6=-328/0, 4-7=-436/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 6)CAUTION, Do not erect truss backwards. 7)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 6-8=-100 (F=-90), 1-5=-200 (F=-90) Job Truss Truss Type Qty Ply Roof 325790-A FF10 1 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:52 Page: 1 ID:v5xsDG0RyfiCAD0velFs_aziFXX-7m_G1LK1QzS0oX7ViLkG75fpWx7fwwPUOaqFEuyLzXv =3x4 =3x4 22 21 20 19 18 17 16 15 14 13 12 23 24 1 2 3 4 5 6 7 8 9 10 11 ST1W1 W1BL1BL1 B1 T10-1-80-1-812-7-8 12-7-81-8-01-8-0Scale = 1:24.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 12 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 49 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 12-7-8. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc.5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF11 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:52 Page: 1 ID:5bQhJE5X4ylodacILHLhyXzU7qz-7m_G1LK1QzS0oX7ViLkG75fuJxJswxHUOaqFEuyLzXv =1.5x3 =1.5x3 =3x6 =3x4 =3x6 =1.5x3 =3x4 =3x4 =3x4 =3x6 =1.5x3 =1.5x3 10 9 8 7 11 12 1 2 3 4 5 6 W2W1BL1 BL1 B1 T1 W30-1-82-1-8 0-1-82-5-4 12-7-8 12-7-81-8-01-8-0Scale = 1:24.4 Plate Offsets (X, Y):[5:0-1-8,Edge], [8:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL)-0.05 8-9 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.49 Vert(CT)-0.09 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.02 7 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 54 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=736/0-5-8, (min. 0-1-8), 10=736/0-5-8, (min. 0-1-8) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1489/0, 3-4=-1489/0, 4-5=-952/0 BOT CHORD 9-10=0/1011, 8-9=0/1442, 7-8=0/952 WEBS 2-10=-1175/0, 2-9=0/561, 3-9=-266/0, 4-8=-576/0, 5-8=0/341, 5-7=-1140/0 NOTES 1)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF12 5 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:53 Page: 1 ID:YYzpMNKoaX0wLh4HsRdoH9ziFQg-7m_G1LK1QzS0oX7ViLkG75fqFxCYwumUOaqFEuyLzXv =3x4 =4x6 =4x4 =4x4 =3x6 =3x8 =1.5x3 =3x4 =1.5x3 =3x8 =3x6 =4x4 =4x4 =4x6 =1.5x3 =1.5x3 15 14 13 12 11 10 16123456789 W1 W3 B1 T1 W2 W4 BL1 2-2-8 2-1-8 0-1-82-5-4 2-6-4 2-6-4 17-5-4 19-11-81-8-01-8-0Scale = 1:35.4 Plate Offsets (X, Y):[2:0-1-8,Edge], [8:0-1-8,Edge], [10:Edge,0-1-8], [11:0-1-8,Edge], [14:0-1-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL)-0.24 12-13 >983 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.73 Vert(CT)-0.38 12-13 >628 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.08 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 83 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF 1650F 1.5E(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=1176/0-5-8, (min. 0-1-8), 15=1182/ Mechanical, (min. 0-1-8) 36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1664/0, 3-4=-3586/0, 4-5=-3586/0, 5-6=-3570/0, 6-7=-3570/0, 7-8=-1613/0 BOT CHORD 14-15=0/1664, 13-14=0/2843, 12-13=0/3801, 11-12=0/2811, 10-11=0/1613 WEBS 2-14=0/768, 2-15=-1979/0, 3-14=-1384/0, 3-13=0/874, 4-13=-275/0, 5-13=-253/0, 5-12=-272/0, 6-12=-274/0, 7-12=0/891,7-11=-1408/0, 8-11=0/780, 8-10=-1933/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 4)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF13 4 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:53 Page: 1 ID:6SR8LndIKjoiTGyEkOcGCvziFUA-czYeEhLfBHatQhihG3GVgJBy3LTzfIoedEaomKyLzXu =3x4 =3x6 =4x4 =3x4 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =4x10 =4x8 =4x6 =3x4 13 12 11 10 9 1 2 3 4 5 6 7 8 W1 W3 T1 B1 W2 W4 0-8-12 2-2-8 2-5-4 2-6-4 2-6-4 13-5-12 16-0-01-8-01-8-0Scale = 1:29.5 Plate Offsets (X, Y):[2:0-1-8,Edge], [9:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL)-0.11 10-11 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.75 Vert(CT)-0.17 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT)0.04 9 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 69 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=1195/ Mechanical, (min. 0-1-8), 13=945/ Mechanical, (min.0-1-8) Max Grav 9=1225 (LC 4), 13=945 (LC 1) 37 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-498/0, 2-3=-1296/0, 3-4=-2450/0, 4-5=-2450/0, 5-6=-1663/0, 6-7=-1663/0 BOT CHORD 12-13=0/1296, 11-12=0/2090, 10-11=0/2279, 9-10=0/520 WEBS 2-12=0/531, 2-13=-1541/0, 3-12=-933/0, 3-11=0/423, 4-11=-276/0, 5-10=-723/0, 6-10=-281/0, 7-10=0/1343, 7-9=-1073/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1, 3 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 9-13=-10, 1-8=-110 Concentrated Loads (lb) Vert: 8=-250 3)Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 9-13=-10, 1-8=-30 Concentrated Loads (lb) Vert: 8=-500 Job Truss Truss Type Qty Ply Roof 325790-A FF14 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:53 Page: 1 ID:gsq0nG6xVC4q0WzbctnpteziFPg-czYeEhLfBHatQhihG3GVgJB_CLTdfJzedEaomKyLzXu =3x4 =3x6 =4x6 =4x8 =1.5x3 =3x4 =3x6 =1.5x3 =3x4 =1.5x3 =4x10 =4x8 =4x6 =3x4 14 13 12 11 10 1 2 3 4 5 6 7 8 9 W1 W3W2W2 T1 B1 W4 1-4-4 2-5-4 0-8-12 1-4-4 3-0-4 3-0-4 13-5-12 16-6-01-8-01-8-0Scale = 1:30.2 Plate Offsets (X, Y):[10:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL)-0.12 11-12 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.79 Vert(CT)-0.19 11-12 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT)0.05 10 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-S Weight: 71 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=1225/ Mechanical, (min. 0-1-8), 14=975/0-5-8, (min. 0-1-8) Max Grav 10=1250 (LC 4), 14=975 (LC 1) 38 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-497/0, 2-3=-1539/0, 3-4=-1539/0, 4-5=-2611/0, 5-6=-2611/0, 6-7=-1728/0, 7-8=-1728/0 BOT CHORD 13-14=0/859, 12-13=0/2306, 11-12=0/2392, 10-11=0/537 WEBS 2-13=0/1006, 2-14=-1241/0, 4-13=-901/0, 4-12=0/359, 5-12=-272/0, 6-12=0/257, 6-11=-780/0, 7-11=-280/0, 8-11=0/1400, 8-10=-1107/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s) for truss to truss connections. 3)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Load case(s) 1, 3 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outerends or restrained by other means. 6)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 10-14=-10, 1-9=-110 Concentrated Loads (lb) Vert: 9=-250 3)Dead + Roof Live (balanced): Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 10-14=-10, 1-9=-30 Concentrated Loads (lb) Vert: 9=-500 Job Truss Truss Type Qty Ply Roof 325790-A FF15 3 1Floor Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:54 Page: 1 ID:p3OBCrKkPQ8tTeSlqpZjnEziFMp-4950S1MHybik1rHtqmnkCWk9RkoLOlznruJLInyLzXt =3x4 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 =1.5x3 8 7 6 5 9 1 2 3 4 W1 ST1 ST1 B1 T1 BL1 0-1-83-4-10 3-4-101-8-01-8-0Scale = 1:21.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 5 n/a n/a BCDL 5.0 Code IRC2018/TPI2014 Matrix-R Weight: 15 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins,except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 3-4-10. (lb) -Max Grav All reactions 250 (lb) or less at joint(s) 5, 6, 7, 8 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof 325790-A FF16 1 1Floor Supported Gable Job Reference (optional) Villaume Industries, St Paul, MN Run: 8.53 S Apr 27 2022 Print: 8.530 S Apr 27 2022 MiTek Industries, Inc. Mon Nov 06 07:32:54 Page: 1 ID:8TvNYsoT0zIOKc?6HYqSM3zU7mB-4950S1MHybik1rHtqmnkCWkErk_POrnnruJLInyLzXt SEMI-FLUSH HEADER BY OTHERSTHA422FLUSH HEADERBY 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 PLUMBINGLOCATIONSEXTRA TRUSS ADDED FOR PLUMBING.SHIFT TRUSSES TO AVOID PLUMBING.DO NOT OVER SPACE TRUSSES."F14" TRUSS SUPPORTED BY SINGLE 2X10HEADER. ATTACH HEADER TO ADJACENTTRUSS VERTICALS..DO NOT CUT TRUSSES.IF YOU HAVE ANY QUESTIONS OR CONCERNS,PLEASE CALLANDY @ 651-688-3613OREMAIL: AHOERNEMANN@VILLAUME.COMF1F2F3F4F4F4F6F6F6F6F20F20F20F20F20F23F19F7F16F16F16F16F16F16F16F10F10F10F10F9F9F9F9F9F9F9F8F22F11F11F12F11F13F14F17F21F21F21F21F15F18F515-00-0016-00-0018-00-0018-00-007-04-0012-00-0038-00-0019-00-0030-00-003-00-003-00-003-06-0021-06-007-00-0023-00-008-00-008-00-008-00-008-00-008-00-009-00-0012-08-002-00-002-00-0018-00-0012-03-04Customer: Lyman Lumber - ChanhassenJob Number: 325790-AHome Owner: TOPAZ / BROOKE / YOCKEY RESJob Name: RoofSite Address: 17700 ELLSWORTH DR 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: 11/6/2023Version: 8.5.3.233 MAIN FLOOR1' -8 1/4"UPPER PLATE20' -7 1/4"T.O. FOUNDATION0' -0"T.O. FOUNDATION0' -0"MAIN PLATE10' -9 3/8"MAIN PLATE10' -9 3/8"UPPER FLOOR12' -6 1/8"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"UPPER FLOOR PLATE HEIGHT8' - 1 1/8"GARAGE PLATE HEIGHT10' - 9 3/8"SMARTSIDE FRIEZEBOARD @ FRONT TYP.VINYL BOARD & BATTEN CULTURED STONEW/ CONCRETE CAPALUMINUM SOFFIT& FASCIA TYP.6" BUMP-OUT GABLE END W/ VINYL BOARD & BATTEN ADDRESS STONE 6"x6"x30" CORBELS TYP.8" SMARTSIDEFRIEZE BD.3' - 6"3' - 6"6" BUMP-OUT GABLE END W/ VINYL BOARD & BATTENW/ PAINTED CORBELS SEE COLUMN DETAIL SHEET A-5018" / 12"8" / 12"8" / 12"5" / 12"5" / 12"10" 12"10" 12"10" 12"12036 NVH1R.O. 2' -0" x 3' -6"H.H. 12' -9 3/4"3' - 6"VINYL SIDING &CORNERS TYP.6" SMARTSIDE WINDOW & DOOR TRIM TYP. @ FRONT 24" RETURN TYP.8" 12"7" / 12"10" / 12"10" / 12"8" / 12"5" 12"MAIN FLOOR1' -8 1/4"ALUMINUM SOFFIT& FASCIA TYP.VINYL SIDING &CORNERS @SIDES & REAR OWNER'S SUITE PLATE21' -7 1/4"OWNER'S SUITE FLOOR13' -6 1/8"GREAT RM. PLATE11' -9 3/8"10' - 1 1/8"8' - 1 1/8"8" / 12"5" / 12"7" 12"24" RETURN TYP.8" 12"5" 12"10" / 12"10" / 12"10" / 12"7" / 12"0' - 5 1/2"0' - 5 1/2"6x60' - 5 1/2"FRONT VIEWSIDE VIEW 0' - 2"0' - 3 1/2"0' - 3 1/2"0' - 5 1/2"R 0' - 2"0' - 5 1/2"2' - 6"6x60' - 5 1/4"0' - 5 1/4"FRONT VIEWSIDE VIEW 0' - 2 1/8"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.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:10/18/2023 2:59:56 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-201OTT40710.18.23 CB16111539119110.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-2011FRONT ELEVATION1/8" = 1'-0"A-2012RIGHT ELEVATION1/8" = 1'-0"A-2013REAR ELEVATION1/8" = 1'-0"A-2014LEFT ELEVATIONSHEET INDEXSHEET NUMBER SHEET NAMEA-201 ELEVATIONSA-401 FOUNDATIONA-402 LOWER FLOORA-403 MAIN FLOORA-404 UPPER FLOORA-501 ROOF/ SCHEDULES/ DETALSA-502 DETAILS3/4" = 1'-0"A-2015CORBEL DETAIL - 6x61/2" = 1'-0"A-2016CORBEL DETAIL - 6x6x30 19' - 10"1' - 10"2' - 0"1' - 10 1/2"16' - 3" M.O.1' - 10 1/2"0' - 7 1/2"8' - 3" M.O.1' - 7 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' - 11 3/4"17' - 10 1/4"2' - 10"8' - 0 1/2"7' - 4 1/2"3' - 11"8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.12' - 0"38' - 2"5' - 10"2' - 0"7' - 10"50' - 2"19' - 4"1' - 0"20' - 0"10' - 6"30' - 6"19' - 6"4' - 0"23' - 8"23' - 4"7' - 0"27' - 8"30' - 4"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 INSULATION6' - 0"2' - 2"36' - 0"9' - 0"11' - 6"3' - 10 3/4"15' - 11 1/4"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.42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY50' - 0"1' - 0"7' - 8 3/4"15' - 11 1/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY48" x 48" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAYLEAVE A 12" GAP IN THE FOOTING FOR PLUMBING 1' - 0"49' - 0"18' - 0"16' - 0"15' - 0"58' - 0"58' - 0"15' - 8 3/4"15' - 3 1/4"42" x 42" x 12" CONCRETE FTG.W/ (4) #5 REBAR EACH WAY5' - 3 1/4"18' - 0 3/4"50' - 0"54 x 54" x 12" CONCRETE FTG.W/ (6) #5 REBAR EACH WAY:WALKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALLW/ 2" x 4" INT. LEDGE ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY30" x 30" x 12"CONCRETE FTG. W/ (3)#5 REBAR EACH WAY11' - 11 1/4"7' - 4 3/4":LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER CODE:LOOKOUT WALL:2x6 STUDS @ 16" O.C. ON3'-6"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG.REBAR PER 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.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:10/18/2023 2:59:57 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-401OTT40710.18.23 CB16111539119110.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-4011FOUNDATION PLAN UNEXCAVATEDUNEXCAVATED4-14" LVL DROPPED 8"0' - 4"2" FOAM INSULATIONBETWEEN WALL & SLAB62/8 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"9' - 0"5' - 10"MECHANICALBATHFAMILY ROOMGAME ROOMFURNACEW. H.F. D.SUMPAIR EX.3' - 8"15' - 8"0' - 4"2' - 0"5' - 10"38' - 2"12' - 0"7' - 10"50' - 2"19' - 4"1' - 0"CANT. JOIST2' - 0"1' - 10"19' - 10"9' - 0"11' - 6"30' - 6"19' - 6"15' - 0"16' - 0"18' - 0"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.2 TRIMMERS EA. SIDE 2-2x102-2x10*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING*ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE/ SHEATHING12' - 10"3' - 8"3' - 8"18' - 0"2-2x10CO DET.SMOKEDET.SMOKEDET.7x7 PSL W/ COLUMN CAPECCQ7.1-7.1SDS2.5 W/ STRAPS ROTATED 90°NO PLATES 36' - 0"2' - 2"6' - 0"1' - 10"27' - 8"30' - 4"20' - 0"10' - 6"1' - 0"29' - 8"18" CANT. ABOVE 50' - 0"7' - 0"23' - 4"23' - 8"4' - 0"12' - 6 1/4"18" FLOOR TRUSSESPER MFG. SPACING18" FLOOR TRUSSESPER MFG. SPACING85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"2' LINEN6' VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"12/4 x 6/8R.O. 2' -6" x 6' -11"6' - 6 1/4"4' - 2 3/4"0' - 8"11' - 11"12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH.3' - 6 1/4"11' - 8"BEDROOM #548" F.G. SHWRHALF WALL6' - 2"4' - 2"1' - 0"49' - 0"50' - 0"CLOSET2x6.58' - 0"58' - 0"2-2x102-2x10 FLUSHGIRDER TRUSS3-2x62x8EQEQGAS LINE FOR FUTURE FIREPLACE GAS LINE FOR FUTURE GRILL9' - 0"9' - 0"8' - 0"8' - 0"7' - 6"7' - 6"108040E NVGER.O. 8' -0" x 4' -0"H.H. 6' -10"116/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"6' - 3"5' - 9"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"5x5 PSLSTEP 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.B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.3' - 3"B.W.P.4' - 0"B.W.P.4' - 0"CS-WSP METHOD BRACED WALL PANELS-8d NAILS 6" ON EDGES & 12" IN FIELD,STACK BETWEEN LEVELS WHEN POSSIBLE.USE (3) 16d NAILS NEXT TO EACHSTUD TO SECURE WALL DOWN TO DECKAT BRACED WALL PANELS.EXPOSURE CATEGORY BASSUMED BRACED WALL NOTESTHE 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:10/18/2023 2:59:59 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-402OTT40710.18.23 CB16111539119110.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-4021LOWER FLOOR PLAN||[]][]|[||]][[]|[||]][][|||3-2x10= Loaded for Future Deck Load2-2x102-2x107x7 PSLOK5x7 PSLOK4-2x6w SquashBlocking3 - 9-1/2" LVL 3 - TrimmersOK2 - 9-1/2" LSLOK*** 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 *** 12' - 0"38' - 0"6' - 0"2' - 0"1' - 0"49' - 0"SINGLE BOWLUNDERMOUNTSINK S.S.DWPORCH19' - 6"30' - 6"1' - 9"8' - 0"0' - 9"2' - 0"16' - 0"2' - 0"1' - 0"4" REINFORCED CONCRETE SLAB,SLOPE TOWARDS DOORS5/8" TYPE X GYP. BD. CEILING1/2" GYP. GB. ON GARAGE WALLS GARAGE PLATE HEIGHT TOMATCH MAIN FLOOR PLATER-38 MIN INSULATION IN FLOOR ABOVE 128' x 8' O.H. GARAGE DOOR8' - 0"50' - 0"18' - 0"16' - 0"15' - 0"GARAGEDBLOVENGAS F.P.30' - 0"EQEQFULL HEIGHT IRONSPINDLE RAILING 18' - 0"3' - 8"3' - 8"12' - 8"SEE COLUMN DETAIL SHEET A-50150' - 0"2' - 0"17' - 0"3' - 0"LOCKERS.83/0 x 6/8 ARCH4' - 3 1/2"5' - 0"3' - 4"9' - 0"3' - 6"CLOSETPOWDERMUD RM.12/4 x 6/8R.O. 2' -6" x 6' -11"42" PANTRY36" REF36" GASCOOKTOPW/ HOOD42" HALF WALLW/ WOOD CAPDINING2' - 0"STONE TO CEILING93/0 x 6/8 W/ 2-12" D.S. S.L.'SSTEEL7' - 10"0' - 10"5' - 10"GREAT ROOM5' - 4 1/4"5' - 1 3/4"5' - 6"7' - 0"5' - 0"6' - 2"PED. SINKGIRDER TRUSSWHITE PAINTED CABINETS & TILE BACKSPLASHKITCHEN3-16" LVL FLUSH CONTINUOUS5' - 9"3' - 9"5' - 9 1/4"7' - 10"11' - 2"OFFICEFOYER4' - 0"9' - 3"5' - 9"19' - 0"2' - 0"3' - 6"2' - 0"19' - 6"3' - 0"58' - 0"12' - 10"2' - 2"8' - 0"8' - 0"8' - 6"9' - 6"0' - 8" TYP.38' - 0"5' - 4"0' - 8"B.W.P.4' - 0"B.W.P.8' - 0"B.W.P.6' - 5"B.W.P.2' - 8"B.W.P.2' - 7"5' - 9"6' - 3"B.W.P.3' - 7"B.W.P.8' - 0"B.W.P.4' - 0"4' - 0" B.W.P.B.W.P.2' - 3"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"3-2x63-2x63-18" LVL FLUSH3-2x102-2x123-9 1/2" LSL2-2x103-9 1/2" LSL2-TRIMMERS5'-0" COUNTER HGT.BUFFET W/ TILE BACKSPLASH1' - 1"3-16" LVL FLUSHTRASH PULLOUT B.W.P.8' - 0"SMOKEDET.20' - 0"10' - 6"8' - 0"11' - 6"0' - 8"7' - 8"0' - 8"10' - 10"0' - 8"WALL ABOVE BEARING ON FLOOR TRUSSESB.W.P.4' - 0"4-TRIMMERSFRIDGE RECESS 39"x73"x2"MONO GIRDER2-2x102-9 1/2" LVL DROPPED2-9 1/2" LSLDROPPED 2-TRIMMERSEA. SIDE2-2x10 SET 6" OFF FIREPLACE @ FINISHED FLOOR 12"x12" GYP.BD. SOFFIT12/4 x 6/8R.O. 2' -6" x 6' -11"MICROCABINET 9"x5' ISLANDW/ 6" LEGSFLUSH SNACK BAR1316' x 8' O.H. GARAGE DOOR2-TRIMMERSEA. SIDE2-2x102-2x102' - 0"0' - 8"1' - 4"0' - 6" TYP.28' - 0"30' - 0"3' - 4"3' - 8"58' - 0"50' - 0"STEP IN FLOOR ABOVE10'-1 1/8" CEILING9'-1 1/8" CEILING4' - 0"24' - 0"23' - 0"7' - 0"LUS4102-11 7/8" LSL2-2x105x7 PSL NO SPF PLATES SYP PLATES OK 2-2x12 CONTINUOUS 5x5 PSL W/ COLUMN CAPCCQ66SD2.5 NO PLATES5x5 PSLNO SPF PLATES SYP PLATES OK1' - 6"2-2x10DROPPED@ 6'-8" H.H. VAULT LINE 3.5:123.5:1218" DEEP PULLOUTS U.C. LIGHTU.C. LIGHTU.C. LIGHT4' - 3"12' - 3"STAINED WOODTOP ON 36" FRAMED WALLW/ (1) SHELF 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 NOTES32 FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACING20" FLOOR TRUSSESPER MFG. SPACINGMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.2' - 0"6' - 0"53350E NVH1R.O. 3' -3" x 5' -0"H.H. 6' -10"773650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"773650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"53350E NVH1R.O. 3' -3" x 5' -0"H.H. 6' -10"5' - 9 1/4"9' - 6"63636 NVG1R.O. 3' -6" x 3' -6"H.H. 6' -10"22/4 x 6/8 ARCH16" SH.16" SH.PANTRYPFH2' - 0"PFH2' - 0"PFH1' - 9"72/8 x 6/8R.O. 2' -10" x 6' -10 1/4"B.W.P.3' - 6"73650 NVPWG/3620 NVA1 TEMP.R.O. 3' -6" x 6' -11 1/2"H.H. 8' -0"116/0 x 6/8 SLIDERR.O. 6' -0" x 6' -8"B.W.P.2' - 8"2' - 0"5' - 4"0' - 8"6' - 0"2-2x102-2x10 DROPPED HANDERED INTO SIDE OF PSL W/ HUC28-24-2x64' - 0"77CS-PF2' - 1"CS-PF2' - 1"12/4 x 6/8R.O. 2' -6" x 6' -11"B.W.P.2' - 8"B.W.P.4' - 0"2' - 0"8' - 7"3' - 7"105/0 x 6/8 FULL VIEWR.O. 5' -2" x 6' -11"9" HEAT DUCTHGUS5.50/144-2x65x7 PSL NO SPF PLATES SYP PLATES OK R & SH @ 68"9' - 0"DBL. FRAMED WALLFOR REFG. RECESSU.C. LIGHTBUILT-IN CAB.BUILT-IN CAB.31" (W)x 18" (T)RECESS FOR TV MOUNT ABOVEADD BLOCKING 2-TRIMMERSFUTURE U.C. REF SHALLOWBASE1' - 7"ELONGATED 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:10/18/2023 3:00:01 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-403OTT40710.18.23 CB16111539119110.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE||[][]||[]][]|[][||]||[||||||OKOK3 - 14" LVL FLUSHOKOKOK4-2x62 - 9-1/2" LSL Cont.OKOKOKOKOKOK3-2x6OKOKOK3-2x103-2x10LUS210-32 - 9-1/2" LSLOKOK5x5 PSL Direct fromsupported memberto HeaderOKOKOKOK2 - TrimmersOK||[]OKOK][]|][[||]][[]|[||]][][|||*** 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 ***2-2x10 CO DET.SMOKEDET.SMOKEDET.SMOKEDET.SMOKEDET.EN SUITEPRIMARY SUITEVAULTEDBEDROOM #3HALLBEDROOM #412' - 8"3' - 8"3' - 8"18' - 0"4' - 0"1' - 0"15' - 0"18' - 0"16' - 4"21' - 8"30' - 8"5' - 10"4' - 6"52/6 x 6/8 PKTR.O. 5' -2" x 6' -11"BEDROOM #262/8 x 6/8R.O. 2' -10" x 6' -11"ATTICACCESS12/4 x 6/8R.O. 2' -6" x 6' -11"R & SH @ 68"9'-0" VANITY10' - 3"3' - 9"6' - 4"4' - 2"3' - 11"5' - 7"15' - 0"5' - 0"9' - 2"3' - 10"7' - 3"15' - 2 7/8"19' - 0 1/8"7' - 6"49' - 0"10' - 0"9' - 0"4' - 0"9' - 3"5' - 9"2-9 1/2" LSLB.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 0"B.W.P.4' - 9"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.4' - 0"B.W.P.4' - 0"42/6 x 6/8R.O. 2' -8" x 6' -11"3'-6" VANITY42/6 x 6/8R.O. 2' -8" x 6' -11"62/8 x 6/8R.O. 2' -10" x 6' -11"6' - 4"3' - 6"2' - 9"3' - 0"2' - 5"SEATCONTROLS (2) SHELVES STACKEDTILE SHOWER R & SH @ 42" & 84"R & SH @ 42" & 84"12/4 x 6/8R.O. 2' -6" x 6' -11"PRIMARYCLOSET48" TALL WALL W/GLASS PANEL12/4 x 6/8R.O. 2' -6" x 6' -11"HOOK WALL R & SH @ 68"5-SHELVESCLOSETLAUNDRYBATH12/4 x 6/8R.O. 2' -6" x 6' -11"16" SH.9" SH.(5)12/4 x 6/8R.O. 2' -6" x 6' -11"5'-9" VANITY -TALLLINEN5' TUB/SHWR2x6CLOSETBATH6' - 0"7' - 0"3' - 11 1/2"5' - 4 1/2"2' - 3"6' - 1"10' - 4"3' - 10"6' - 2"8' - 0"3' - 0"19' - 0"19' - 0"6' - 0"4' - 0"2' - 8"49' - 0"38' - 0"38' - 0"STORAGE2-2x102-2x10 2-2x6 EA. SIDE 2-2x10 GIRDER TRUSS42/6 x 6/8R.O. 2' -8" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"2x65' TUB/SHWR12/4 x 6/8R.O. 2' -6" x 6' -11"13' - 0"6' - 0"R & SH @ 68"12/4 x 6/8R.O. 2' -6" x 6' -11"L.T.CLOSET2-2x102-2x103-2x63-2x62-2x104-2x6TILECURB32/4 x 6/8 PKTR.O. 4' -10" x 6' -11"48" LINEN2' - 6"2x6 KNEE WALL W/14" PAINTEDSPINDLES 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 NOTESMFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.MFG. ROOF TRUSSES@ 24" O.C.SMOKEDET.CO DET.118050E NVGER.O. 8' -0" x 5' -0"H.H. 6' -10"96020 NVFA3R.O. 6' -0" x 2' -0"H.H. 6' -10"43050E NVC1R.O. 3' -0" x 5' -0"H.H. 6' -10"33020 NVPWGR.O. 3' -0" x 2' -0"H.H. 6' -10"85040E NVG1R.O. 5' -0" x 4' -0"H.H. 6' -10"4522626 NVFA1R.O. 2' -6" x 2' -6"H.H. 6' -10"53350E NVH1R.O. 3' -3" x 5' -0"H.H. 6' -10"B.W.P.4' - 0"B.W.P.2' - 8"B.W.P.2' - 8"R & SH @ 68"SPRAY FAOM SMOKEDET.0' - 9"0' - 6"4:12 ELONGATED DRYERWASHER4' - 7"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:10/18/2023 3:00:02 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-404OTT40710.18.23 CB16111539119110.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/4" = 1'-0"A-4041UPPER FLOOR PLANOKOKOKOKOKOKOKOKOK||[][]||[]][]|[][||]||[||OK||||*** 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 *** 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 PLANS1' - 6"2x4 TYP.2x42x4 @ TOPSOFFITFRONTSIDETOP VIEWSMOOTHSMARTSIDETYPICAL4x4 POSTFRAMING1' - 6"1' - 6"1' - 6"1' - 3"1' - 3"1' - 8"1' - 8"2x6 STUDS @ 16" O.C. ONHALF-HIGH 6" BLOCK ON16" x 8" CONCRETE FTG'S.REBAR PER CODE.TRT'D SILL PLATEPOLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSSLEEVE EVERY10'-0" MIN.6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODE5000 PSI CONCRETE@ ALL FOOTINGS9' - 1 1/8"6' - 8"R=1'-7"3' - 0"1' - 4"ALL DUCT WORK & PLUMBING TO REMAIN ABOVE INSULATIONTYVEK OR EQUALHOUSE WRAP5/8" TYPE 'X'GYP. BD., TAPE &MUD ALL SEAMS1" RIGID INSULATION3/4" T&G SUBFLOORR-30 MIN.BLOWN INSULATIONFLOOR TRUSSWATCH DOG WATER PROOFCOATING FROM FOOTING TOSILL SEALER6 MIL POLY V.B., OVERLAPEDGES MIN. 12" & TAPE.SEAL ALL OPENINGS4" MIN. LAYER3/4" RIVER ROCK3 1/2" CONCRETE SLABANCHOR BOLTPER CODETRT'D 2x8 SILL PLATEW/ CLOSED CELL ROLLSILL SEALERGRADEGRANULAR FILL4" DRAIN TILEW/ SILT SOCK1" FOAMBOARD (R-5) INSULATIONW/ ACOUSTICAL SEALANT @ TOP& BOTTOM EDGES, BETWEEN INSUL.& SLAB & AT ALL VERTICAL EDGES(ONLY WHERE REQUIRED BY CODE)POLYURETHANE CAULKOR ELASTOMERICSEALANT @ ALL JOINTSMIN.0' - 6"VERIFY FLOOR SYSTEMWITH FLOOR PLANS3/4" T&GSUBFLOORLOWER FLOOR PLATE HEIGHT8' - 2"MAIN FLOOR PLATE HEIGHT9' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.VERIFY FLOOR SYSTEMWITH FLOOR PLANSUPPER FLOOR PLATE HEIGHT8' - 1 1/8"6 MIL. V.B.1/2" GYP. BD.3/4" T&GSUBFLOOR6 MIL. V.B.2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION2x6 STUDS @ 16" O.C.W/ R-21 F.G. INSULATION8'-4"(H) x 8"(W) POUREDCONCRETE FOUND. WALL ON20" x 8" CONCRETE FTG'S.REBAR PER CODE.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 INSULATIONSTANDARD ENERGY HEELS @ 8:12 W/10:12 FASCIA LINES TO MATCH 18" OVERHANGS & 12" RAKES TYP. 8 ROOF VENTS REQUIRED STANDARD ENERGY HEELS @ 5:12 W/ 7:12, 8:12 & 10:12 FASCIA LINES TO MATCH 5:12 RAISED HEEL2 ROOF VENTS REQUIRED 1 ROOF VENT REQUIRED 8" / 12"8" / 12"7" / 12"7" / 12"5" / 12"8" / 12"8" / 12"10" / 12"10" / 12"10" / 12"10" / 12"5" / 12"10" / 12"10" / 12"5" / 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:10/18/2023 3:00:04 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-501OTT40710.18.23 CB16111539119110.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE1/2" = 1'-0"A-5011TYP. POURED WALKOUT SECTION1/2" = 1'-0"A-5012TYP. POURED LOOKOUT SECTION1/2" = 1'-0"A-5013TYP. HOUSE/STOOP WALL1/2" = 1'-0"A-5014TYP. HOUSE/GARAGE WALL1/2" = 1'-0"A-5015TYP. COLUMN1/2" = 1'-0"A-5017BEARING WALL SECTION1/2" = 1'-0"A-5018ARCH DETAIL1/2" = 1'-0"A-5019GARAGE CEILING3/8" = 1'-0"A-50110TYP. POURED WALL SECTION1/8" = 1'-0"A-50111ROOF PLANWINDOW SCHEDULETYPE MARK MANUFACTURER MODEL COUNT UNIT ROUGH WIDTH ROUGH HEIGHT HEAD HEIGHT COMMENTS1 VECTOR ENVISION SERIES 1 2036 NVH1 2' - 0" 3' - 6" 12' - 9 3/4"2 VECTOR ENVISION SERIES 1 2626 NVFA1 2' - 6" 2' - 6" 6' - 10"3 VECTOR ENVISION SERIES 1 3020 NVPWG 3' - 0" 2' - 0" 6' - 10" OBSCURE GLASS4 VECTOR ENVISION SERIES 2 3050E NVC1 3' - 0" 5' - 0" 6' - 10"5 VECTOR ENVISION SERIES 4 3350E NVH1 3' - 3" 5' - 0" 6' - 10"6 VECTOR ENVISION SERIES 1 3636 NVG1 3' - 6" 3' - 6" 6' - 10"7 VECTOR ENVISION SERIES 7 3650 NVPWG/3620 NVA1 TEMP. 3' - 6" 6' - 11 1/2" 8' - 0"8 VECTOR ENVISION SERIES 3 5040E NVG1 5' - 0" 4' - 0" 6' - 10"9 VECTOR ENVISION SERIES 1 6020 NVFA3 6' - 0" 2' - 0" 6' - 10"10 VECTOR ENVISION SERIES 1 8040E NVGE 8' - 0" 4' - 0" 6' - 10"11 VECTOR ENVISION SERIES 1 8050E NVGE 8' - 0" 5' - 0" 6' - 10"ROOM FINISH SCHEDULEFLOOR ROOM NAME AREA FLOOR FINISH CEILING HEIGHT COMMENTSLOWER FLOOR MECHANICAL 208 SF 8' - 2"LOWER FLOOR BEDROOM #5 158 SF CARPET 8' - 2" .LOWER FLOOR FAMILY ROOM 596 SF CARPET 8' - 2" .LOWER FLOOR GAME ROOM 181 SF CARPET 8' - 2" .LOWER FLOOR CLOSET 48 SF CARPET 8' - 2"LOWER FLOOR BATH 68 SF VINYL 8' - 2" .MAIN FLOOR PANTRY 42 SF 9' - 1 1/8"MAIN FLOOR GREAT ROOM 287 SF CARPET 10' - 1 1/8" 10'-1 1/8" PLATE HEIGHTMAIN FLOOR OFFICE 121 SF CARPET 9' - 1 1/8" .MAIN FLOOR PORCH 164 SF CONCRETE 9' - 1 1/8" .MAIN FLOOR GARAGE 663 SF CONCRETE 10' - 9 3/8"MAIN FLOOR CLOSET 43 SF VINYL 9' - 1 1/8" .MAIN FLOOR POWDER 27 SF VINYL 9' - 1 1/8" .MAIN FLOOR MUD RM. 79 SF VINYL 9' - 1 1/8" .MAIN FLOOR DINING 177 SF WOOD 9' - 1 1/8" .MAIN FLOOR KITCHEN 384 SF WOOD 9' - 1 1/8" .MAIN FLOOR FOYER 153 SF WOOD 9' - 1 1/8" .UPPER FLOOR PRIMARY SUITE 246 SF CARPET 8' - 1 1/8" VAULTEDUPPER FLOOR BEDROOM #3 139 SF CARPET 8' - 1 1/8" .UPPER FLOOR HALL 143 SF CARPET 8' - 1 1/8"UPPER FLOOR BEDROOM #4 168 SF CARPET 8' - 1 1/8" .UPPER FLOOR BEDROOM #2 175 SF CARPET 8' - 1 1/8" .UPPER FLOOR PRIMARY CLOSET 78 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 27 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 29 SF CARPET 8' - 1 1/8" .UPPER FLOOR STORAGE 20 SF CARPET 8' - 1 1/8" .UPPER FLOOR CLOSET 21 SF CARPET 8' - 1 1/8"UPPER FLOOR EN SUITE 140 SF TILE 8' - 1 1/8" .UPPER FLOOR LAUNDRY 55 SF TILE 8' - 1 1/8" .UPPER FLOOR BATH 48 SF VINYL 8' - 1 1/8" .UPPER FLOOR BATH 56 SF VINYL 8' - 1 1/8" .DOOR SCHEDULETYPE MARK DOOR SIZE Rough Width Rough Height COUNT COMMENTS1 2/4 x 6/8 2' - 6" 6' - 11" 132 2/4 x 6/8 ARCH 13 2/4 x 6/8 PKT 4' - 10" 6' - 11" 34 2/6 x 6/8 2' - 8" 6' - 11" 45 2/6 x 6/8 PKT 5' - 2" 6' - 11" 16 2/8 x 6/8 2' - 10" 6' - 11" 47 2/8 x 6/8 2' - 10" 6' - 10 1/4" 18 3/0 x 6/8 ARCH 19 3/0 x 6/8 W/ 2-12" D.S. S.L.'S STEEL 110 5/0 x 6/8 FULL VIEW 5' - 2" 6' - 11" 111 6/0 x 6/8 SLIDER 6' - 0" 6' - 8" 212 8' x 8' O.H. GARAGE DOOR 113 16' x 8' O.H. GARAGE DOOR 1 FASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP. FASTENKING STUD TO HEADERW/ 6-16d SINKERS.MIN. 7/16" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).FRONT ELEVATIONMIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 7/16" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INFRAMING (STUDS AND SILLS) AS SHOWN TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED10' - 0" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)BRACED WALL LINECONTINUOUSLYSHEATHED WITH WOODSTRUCTURAL PANELS.OVERLAP0' - 9 1/4" MIN.WOOD STRUCTURAL PANEL SHEATHINGCONTINUOUS OVER BAND OR RIM JOISTNAIL SOLE PLATE TO JOISTPER TABLE R602.3(1)WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOISTATTACH SHEATHING TOBAND OR RIM JOIST WITH8d COMMON NAILS @3" O.C. TOP @ BOTTOMFASTEN TOP PLATE TOHEADER W/ (2) ROWS OF16d SINKER NAILS @3" O.C. TYP.MIN. 3/8" WOODSTRUCTURAL PANELSHEATHINGSECTIONTENSION STRAP PERTABLE R602.10.6.4(ON OPPOSITE SIDEOF SHEATHING)IF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHINMIDDLE 24" OF WALLMID-HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.TYPICAL PORTALFRAME CONSTRUCTION.MIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R502.5(1) & (2).MIN. 1000 LB HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE & NAILEDINTO FRAMING)FRONT ELEVATIONMIN. FOOTING SIZE UNDER OPENING IS12" X 12". A TURNED DOWN SLAB SHALLBE PERMITTED AT DOOR OPENINGS.MIN. (1) 5/8" DIA. ANCHOR BOLDINSTALLED PER R403.1.6 W/2" X 2" X 3/16" PLATE WASHER.MIN. REINFORCING OF FOUNDATION,ONE #4 BAR TOP & BOTTOM OFFOOTING. LAP BARS 15" MINIMUM.MIN. (2) 4200 LB STRAP-TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETEAND NAILED INTO FRAMING)MIN. LENGTH OF PANELPER TABLE R602.10.5MIN. DOUBLE 2x4 FRAMING COVEREDWITH MIN. 3/8" THICK WOOD STRUCTURALPANEL SHEATHING W/ 8d COMMON ORGALVANIZED BOX NAILS AT 3" O.C. INALL FRAMING (STUDS, BLOCKING AND SILLS) TYP.HEADER TO JACK STUD STRAP PERTABLE R602.10.6.4 ON BOTH SIDES OFOPENING OPPOSITE SIDE OF SHEATHINGFASTEN SHEATHING TO HEADER WITH8d COMMON OR GALVANIZED BOXNAILS IN 3" GRID PATTERN AS SHOWNMIN. 3" X 11 1/4" NET HEADER,STEEL HEADER PROHIBITED9' - 11 1/4" MAX. HEIGHTHEIGHTPONYWALL12' - 0" MAX TOTAL WALL HEIGHTEXTENT OF HEADER WITH SINGLE PORTALFRAME (ONE BRACED WALL PANEL)2' - 0" TO 18' - 0" FINISHED WIDTH OFOPENING FOR SINGLE OR DOUBLE PORTALTHE IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS REPRESENTED HEREIN ARE AND SHALL REMAIN THE EXCLUSIVE COPYRIGHT PROPERTY OF ONETENTEN HOMES. NO PART THERE OF SHALL BE USED, COPIED, OR DISCLOSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF ONETENTEN HOMES.THE PLANS FURNISHED HEREIN WERE PREPARED UPON REQUEST BY DRAFTSPERSONS WHO ARE NOT REGISTERED ARCHITECTS OR ENGINEERS. ONETENTEN HOMES ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS.THE CONTRACTOR AND/OR OWNER MUST VERIFY AND 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:10/18/2023 3:00:06 PMTHE YOCKEY RESIDENCEL34, B1 -PHEASANT RUN 7TH ADD'N17700 ELLSWORTH DRIVELAKEVILLE, MN 55044A-502OTT40710.18.23 CB16111539119110.17.23 CB8'-1 1/8"9'-1 1/8"8'-4" POUR4341THE BROOKE3/8" = 1'-0"A-5021METHOD CS-PF - RAISED WOOD W/ OVERLAP3/8" = 1'-0"A-5022METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS3" MIN. ABS OR PVC GASTIGHTPIPE FROM SUBSLAB TOMIN. 12" ABOVE ROOF, MUSTBE RUN THRU CONDITIONED SPACE.PIPE CAN BE CONNECTED TOSUMP SYSTEM OR HAVE"T" FITTING (MIN. 10'-0" EA. WAY)IN GRAVEL UNDER SLAB.END OF PIPE MUST BE MIN. 10'-0"AWAY FROM ANY WINDOW OROTHER OPENING THAT IS LESSTHAN 2'-0" BELOW END OF PIPE. END OF PIPE MUST ALSO BEMIN. 10'-0" AWAY FROM ANYWINDOW OR OTHER OPENING INADJOINING OR ADJACENTBUILDINGS.SUFFICIENT SPACE MUST BELEFT AROUND PIPE IN ATTIC SPACETO ADD FAN. SPACE MUST BEMIN. ∅24" CENTERED ON AXIS OFPIPE W/ MIN. 3'-0" VERTICAL SPACE.A SINGLE PIPE CAN BE USED IF ALLSOIL GASES IN DWELLING CANFLOW FREELY BETWEEN ALL LEVELSOF FOUNDATION. THIS INCLUDESINTERIOR FOOTINGS & OTHERBARRIERS IF AIRFLOW HASBEEN ESTABLISHED.LABEL THE VENT PIPE AT LEASTONCE PER FLOOR AND INACCESSIBLE ATTICS WITH"RADON REDUCTION SYSTEM".ONE ELECTRICAL RECEPTACLE ISREQUIRED IN THE ATTIC NEARTHE VENT PIPE FOR OPT. FAN.:PASSIVE RADON SYSTEM: 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 7" flex " metal duct 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 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.11/7/2023 New Construction Energy Code Compliance Certificate Name of Residential Contractor One Ten Ten Homes, LLC MN License Number Lakeville17700 Ellsworth Drive BC730925 Mechanical room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 75702 Heating Gain Cooling Load 90 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 THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Non or Not Applicable 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, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL5000L 13ACX036P Model Heating System Natural Gas Lennox 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 13 180 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): 33347Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML19309016C Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 350 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) 11/15/23 X PM