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Home My WebLink AboutLA188764 19013 Inndale Dr Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION FIRST FLOORTOTAL4,129 SF1856 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,632 SF910 SF212 SFUNFINISHED200 AMP SERVICEWALKOUTGARAGE RIGHTSIDEWALK102 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE2,305 SF889 SFPRESERVE OF LAKEVILLELOT 3, BLOCK 519013 INNDALE DRIVEJIM & TIERNEE PAQUIN2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G9'-6"NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODESPORT COURT641 SF-WINDOW & DOOR TRIMALLOW FOR LARGERFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLS6'-314"6'-314"1'-434"1'-434"3'-6"3'-214"6'-312"LINE OFLINE OFFIREPLACESHEETROCK6'-118"5'-0" 5'-0"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"SHIPLAP FACE1'-5"LINE OF MANTLE8"11'-118"6'-914"6'-312"6'-5"1'-5"4'-034"WALL HEIGHT11'-1-1/8"48x96 FIX9'-11"& RETURNSSHIPLAP W/ RETURNS 8" TILE SURROUND8"8"BOLT W/ (1) NUT &1" Ø x 8" ANCHORWASHER @ 60" O.C.OR SIMPSON MAB6 @48" O.C. OR APP'D EQ.6"WALLGALV. ROLLED FLASHING4" CONC. SLAB8"6"2"262x6 STUD WALL W/BATT INSUL.HIGH DENSITY F.G.1/2" SHEATHING4 MIL. POLY V.B.1/2" GYP. BD OVER266"EL. 108'-4"T.O. 8" CONC.1ST FLOOREL. 110'-0-1/4"1ST FLOOREL. 107'-8"T.O. 8" CONC.1'-6" 6"SECTION AT CONCRETE STOOPSCALE: 1-1/2" = 1'-0"SCALE: 3/4" = 1'-0"COLUMN #10 - CONCRETE PORCH1'-4"LINE OF STONELINE OF BOX3'-0"6" CONC. WALLCONCRETE PORCH2x6 BLOCKING1x6 LP TRIM2'-0"LP PANEL1x6 LP WRAP6x6 TREATED POSTW/ CEDARMILL1'-2"1'-4"TREATEDT.O. CONC.T.O. FTG.3"3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDET.O. WALL107'-8"GarageConcretePorchStudy13'-0"15'-0"10'-6"9'-0"5'-6"2'-0"SIDEWALK 102 SF4'-0"2 RECESSED STEPS9'-0"4'-6"A-010-14-20COVER SHEETROCKINGHAM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZDave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY:1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 20216Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/14/2021dmathews T.O. 6" CURBT.O. 8" WALLT.O. 8" WALLT.O. FTG.EL. 96'-4"EL. 100'-4"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDUSE (1) 2x6 TOP PLATE9'-0" WALLS6'-0"x 6'-11" PATIO(2)1-3/4x9-1/2 LSLFinishedBedroom #2LVPFinishedFitness RoomRUBBERFURN.WATERHEATERSOFTENERFinishedFamily RoomLVP7'-0"14'-6"8'-1014"7'-734"8'-0"46'-0"WALKOUT32"30"28"30"2'-0"Mechical &Storage4" CONC. SLAB212 SF30'-6"11'-6" 10'-0"9'-0" 68'-0"11'-0"9'-0"22'-0"66'-0"A-31BASEMENT PLANSCALE: 3/16" = 1'-0"Fin.BathLVP49 SF (FLR)USE (1) 2x6 TOP9'-0" WALLST.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"15'-734"16'-7" 5'-312"2'-6"15'-234"7'-114"1'-10"3'-9"4'-0"3'-1012"T.O. SLABUnexcavated4" CONC. SLABVARIESSLOPE SLAB FOR DRAINAGE 24'-0"13'-0"19'-0"7'-0" SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C.9'-0" TALL FOUNDATION WALL46'-0"5'-8"8'-4"CONCRETE FOOTINGS8" x 20" - TYPICALT.O. 8" WALLEL. 100'-4"T.O. FTG.EL. 96'-4"T.O. 8" WALLEL. 100'-4"T.O. FTG.EL. 96'-4"T.O. 6" CURBEL. 109'-0"EL. 105'-0"T.O. FTG.ROD & SHELFROD & SHELFT.O. FTG.EL. 100'-0"2" BRICK LEDGE FORCONCRETE STOOP @ 108'-4"9'-0"1A-09'-934"4'-214"19'-1034"WALKOUT 24'-114"WALKOUT LINEN SEL. 105'-0"SUMP14'-0"3'-0"T.O. SLABEL. 100'-4"2'-0"EL. 105'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL1'-412"16'-3" M.O,1'-412"2'-412"8'-3" M.O.2'-412"EL. 109'-0"T.O. 6" CURBDRAINFLOOREL. 105'-0"T.O. FTG.EL. 109'-0"T.O. 4" CURBEL. 108'-4"EL. 109-0T.O. FTG.EL. 109'-0"T.O. 6" CURBFinishHallLVP5'-334"9'-6"63 ' - 7 7 8"49'-1038"50' - 5 7 16"40'-458"14'-6"2'-0"VOID4'-0" ALLOW FOR SEWER24" VOID TO6'-1012"18" FOOTINGFLOOR TRUSS TO BE FIRESTOPPED - 5/8" SHEETROCKONE SIDE OF FLOOR TRUSS(1000 SF MAX.)8'-512"(2)1-3/4x9-1/2 LSL11'-8" 10"2" BRICK LEDGE2" BRICK LEDGE5'-10" 10'-0"11'-1034" 26'-0"PLATE12" - FLUSH WITHCEILING DROPPEDBOTTOM OF 9-1/2"LSL.5,000 LB. FOOTINGSTRENGTH MIXLINEN18"2'-1112"1'-1" 2'-6"FinishedStairsCARPETNO LEDGE4'-118"3"UP28"(2)2x1010"4'-438"3'-334"EL. 108'-4"10'-0" MIN. FTG. STEP ALLOW FOR SEWER2'-0"VOID24" VOID TONO DRAINTILE AT WALKOUT WALL ONLY42X60(2)2x10(3) 1-3/4" x 9-1/2" LSL54x60 FIX2- 2 x 6 30x6030x602- 2 x 6AA 2x10 JOISTS @ 16" O.C.EL. 107'-8"3'-534"(3) 2x1018"8" x 24" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIXT.O. 8" WALLT.O. FTG.EL. 100'-4"EL. 96'-4"ON SHEETLIGHTSE-42'-0" VOID 21'-0"10"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDUnexcavated4" CONC. SLAB36"(2) 2 X 10TIMBER STRAND STUDSFOR TALL WALLS2 StorySport CourtPROVIDE FOOTINGS PER 1/52& PROVIDE REQUIRED REINFORCINGFTG. W/ (3) #5 EA. WAY2'-6" x 2'-6" x 12" CONC.24'-11 4" 16'-0"6'-1012"14'-0"14'-0"28"28"28"28"10'-1"3" 2'-1"(2) 2x10(1) 2x10STAIRS TO GRADE234" 5'-0"3'-612"4'-0"2'-914"BELOW GRADEBE A MIN. OF 60"ALL FOOTINGS TO 12" FOOTINGSFLAIR AT BOTTOM14'-0"8"WATERUTILITY SINKINSTALL1'-0"INSULATIONSOUNDSSSUNDER STAIRSFINISHCDT.O. 8" WALLEL. 106'-0"10'-0" FOOTING STEPT.O. FTG.EL. 100'-0"T.O. 8" WALLEL. 106'-0"T.O. FTG.EL. 100'-0"T.O. 8" WALLEL. 109'-0"1A-81A-51A-62A-71A-7T.O. 8" WALLEL. 100'-4"T.O. FTG.EL. 96'-4"SHOSEBIBHOSEBIB13'-012"T.O. 8" WALLEL. 109'-0"T.O. 8" WALLEL. 105'-0"42X60 (2)2x10 A 3'-1014"60x3218" FOOTINGSEE BRACED WALL ENGINEERINGFOR FOOTING REQUIREMENTS5'-0"5'-0"1'-8"1'-8"ADJUST FOOTINGS PER GRADE CONCRETE WALLS2x4 INTERIOR WALLS2x6 INTERIOR WALLSBRICK / BRICK LEDGESHEATHING - INSULATED2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDSOFFIT AREA868 SFROOM SIZESBEDROOM #2 - LVPMECH / STORAGE - CONC.HALLWAY - LVPSTAIR - CARPETFAMILY ROOM - LVPFITNESS ROOM - RUBBERBATH #1 - LVPTOTAL256 SF212 SF53 SF106 SF265 SF83 SF2,484 SFSPORT COURT641 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"A-310-14-20BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZWALKOUT1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 202162#46+#..19'4.'8'.5*190(14.1%#6+104'('4'0%'10.;5#4'('4'0%'2.#0Ä.'0)6*21749#..2'4*#0510)4172(170&#6+10)7+&'.+0'5Y*11-5"1%6121(9#..*11-55*190#&,#%'06 '0574'.19)4#&'&1'5016':%''&21749#..2'4*#0510)4172(170&#6+10)7+&'.+0'5Y*11-5"1%6121(9#..*11-55*190$'.19Ä.'0)6**11-5&4+..'&+0 '21:;)4176'&+061':+56+0)9#.."1% '/$'&*11-5&4+..'&+0 '21:;)4176'&+061':+56+0)9#.."1% '/$'&5#Revision forimproperly installedre-inforcement./+0%+2%10%4'6'9#..2'4*#0510)4172(170&#6+10)7+&'.+0'59#..5'%6+10.'&)'5.12')4#&'#9#;(41/(170&#6+1001661 ':%''&Ä5.#$Ä10Ä)4#&'2418+&')4#07.#4/#6'4+#.(14(+..$'.195.#$0'9%10%4'6'(116+0)':6'05+10 *14+<106#.$#45#55*190&4+..+0 '21:;)4176ZÄ&19'.5'/$'&&'&+061':+56+0)9#.."1%/#: %#56+061(116+0)':6'05+10Ä/+0Ä&4+..+0 '21:;)4176ZÄ&19'.5'/$'&&'&+061':+56+0)(116+0)"1%/#: %#56+061(116+0)':6'05+104'2146'&.;01&19'.5(41/(170&#6+109#..+061(116+0)2'4*#0510)4172(170&#6+10)7+&'.+0'54'2146'&':+56+0)Z%10%4'6'(116+0)614'/#+05#)#4#)'(170&#6+109#..YQ(116+0)&19'.55''5#(14*11-5&4+..'&+061':+56+0)(170&#6+109#..Revision forimproperly installedre-inforcement.2'4(14#6'&5*'#49#..4#+5'&#$18'(.1145;56'/5(4#/+0)&'6#+.016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.70.'55016'&5*19016*'49+5'5+/251056*&*1.&190#0%*14(#56'0'&61&17$.'567&5 4'('4615(142156Ä+056#..'&*1.&190126+102418+&'&17$.'567&5(14#66#%*/'061($16*564#2 *1.&190 /#;75'$'#4+0)-+0)567&5#54'3&5+/2510/56%564#2%'06'4'&10(.1145;56'/#6.1%#6+105*190 2418+&'Z$.1%-+0)+0(.11452#%'#54'3&2418+&'&17$.'567&5#66*+5'0&1(5*'#49#.. /#;75'$'#4+0)-+0)567&5#54'3&6;2+%#.Z567&5"1%2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5*#6%*'&#4'#+0&+%#6'5146*+%-'42.;911&15$':6'4+145*'#6*+0)(#56'0'&61567&5YF0#+.5"1%#62#0'.'&)'5 "1%#6+06'4+1457221465(#56'0$1661/2.#6'Y F0#+.5'8'4;+06'4/'&+#6'$'#4+0)567&5$;5722.+'4*'#&'4 $'#4+0)-+0)567&5#65+&'51(12'0+0)5$;5722.+'4UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.2418+&'&17$.'567&5(#56'0'&615+/251056*&*1.&190'/$'&&'&+0%10%4'6' 14#.6'40#6+8'*1.&1905*190+05%106+07'*1.&1905(41/#$18'#55*190+05ÄÄ21749#..2'4%1&'YZÄ"1%6121(9#..*11-55*190$'.19ÄÄ21749#..2'4%1&'YZÄ"1%6121(9#..*11-55*190$'.19 '0574'.19)4#&'&1'5016':%''&#..2'4%1&'Y9.5See Engineering for largersport court wall footings10'-0" MIN LENGTH, 716" MIN. PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TO STUDS w/ 8dNAILS @ 6" O.C. AT PANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTS55 Stairs4'-018"10" 3"GreatRoomWOOD11'-1-1/8"MASTERBedroomCARPET9'-1 1/8"W.I.C.CARPET9'-1 1/8"LaundryWOOD51 SF (FLR)KitchenWOOD9'-1 1/8"DiningWOOD9'-1 1/8"BathWOOD27 SF (FLR)ConcretePorchGarage4" CONC. SLABEntryWOOD11'-1 1/8"8'-0"8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL2-2x42- 2 x 416'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSL2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL1'-6"16'-0"1'-6"8'-0"13'-0"19'-0"32'-0"8'-0"7'-834"9'-314"7'-0"7'-0"7'-0"(2) 30X60 MULLED42"2'-9"(3) 2x104'-018"3'-412"4'-438"35'-6" 68'-0"14'-0"16'-314"15'-834"46'-0"30" 30" 28"28"(2) 24x36 FIX MULLED2'-0"9'-1114"4'-4"8'-5"4'-0"9'-0"5'-6"5'-6"11'-0"20'-0"DR. S.C.32" MTL.StudyWOOD11'-1 1/8"2- 2 x 4 2-2x444'-0"46'-0"2'-0"11'-6" 6'-914"6'-312"6'-5" 4'-112"3'-10"2'-6" 4'-112"1'-5"4'-034"3'-1012"3'-8"1'-734"1'-11"6'-312"RAILING(2) 30x66 MULLED1A-5ROD & SHELFROD & SHELVES CEILING HEIGHT 5'-10"4'-6"4'-6"4'-11 2"5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE2-2X1017'-334" DN @ 11'-1-1/8"1A-61A-7(2) 30x24 MULLED2- 2 x 6 48x96 FIX(3) 2x102- 2 x 6 2'-0"2'-6"12" TRANSOM@ 24" O.C.PRE-ENGINEERED TRUSSESBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGEA-41FIRST FLOOR PLANSCALE: 3/16" = 1'-0"48x60 FIX36x60 S.H.36x60 S.H.(3) 2 x 1011'-6"21'-6"5'-214"6'-334"4'-0"3'-0"2'-10"ROD & SHELF36" SHEETROCKOPENING 4'-534"30'-6"MudRoomCT9'-1 1/8"PantryC.T.42" BENCHSAME HEIGHT AS PLATE (9'-1-1/8")(+8") STEP UP CEILING9'-9-1/8")2'-0"HATCHED AREASARE AT 11'-1-1/8"2- 2 x 6(2) 2 x 10 W/ 2 TRIMMERS(2) 2x1024"DROPZONE8'-1012"14'-6"1'-1114" 9'-1114" 1'-812" 2'-2" 11'-712" TO FACE OF HEADER 4'-438"10'-0"9'-0"7'-0" 10'-0"2'-6"5'-6"11'-814"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"5'-10" 3"3"3" REVEAL7'-2"PANELACCESSATTIC22x3032"32"BGEAWDWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.48x96 FIX48x96 FIX60x18" TRANSOM9'-1-1/8"9'-1-1/8"RAILINGRAILING6'-812" 1'-638" VALVE 28"3'-312"WALK-IN SHOWER28"36x72FRAME30-1/2" WIDE4'-0"4'-0" DW 3'-6"TOP SIZE 42x9630"x 93ISLAND26'-0"PANELACCESSATTIC22x30RECESSED STEPS2'-0"5'-8"SLOPE SLAB FLAT 1'-63 16"11'-814"8'-9"20'-6"28"W.I.C.C.T5'-014"21'-0"9'-0" X 8'-0" PATIO(3) 9-1/2" LSL14'-0" x 14'-0"Deck14'-0"14'-0"4x4 POSTSFOR RAILINGTIMBER STRAND STUDS21'-5 3/8" TALL WALLS2 StorySport Court21'-5" CEILING HEIGHT(+96")11'-0"48x36 AWNING 5'-834"SLINEN2'-6"6"E24'-1" 16'-0"RECYCLEVENTWOODHOOD(2) 24x24 MULLED 3'-6"B(2) 24x24 MULLED B(1) 3-1/2" x 5-1/2" LSL (plank)3'-6"66'-0"28"1'-934"MICROCOLUMN2'-6"9'-6"6'-534"2-2x6INSULATE GARAGECOMPLETE(2) 24x24 MULLED 3'-6"B(2) 24x24 MULLED B3'-6" 9'-0" 9'-11"(2) 2x10STAIRS4'-6"4'-0"4'-0"5'-2"7'-012"MasterBathC.T. 119 SF (FLR)9'-1 1/8"24x24 FIXED (2) 2X10A 3'-914"8'-634"TEMP. 3'-0"GAS18'-012"1'-0"66"x36" FREE STANDING TUB 1'-6"1'-4"INSULATEDSOUNDINSULATEDSOUND28" PKTS1A-8(2) 24x24 MULLED - FIX.ATEMP.2A-71A-7GIRDER TRUSS(2) 2 x 10 W/2 TRIMMERS (1) 3-1/2" x 5-1/2" LSL (plank)(1) 3-1/2" x 5-1/2" LSL (plank)(1) 3-1/2" x 5-1/2" LSL (plank)W/ 2 TRIMMERS(2) 2x105' UPPERS2 4 "AROUND TUB AREA36" TALL - TILE WAINSCOTINGTALL WALLS AT GREAT ROOM & FOYERREF.AROUGH-INCEILING FAN3'-212"7'-1012"2 -CORNER SHELVES @ 4'RC-1 CHANNEL INSTALLED @ 11'1-1/8" S W I N G CONCRETE WALLS2x4 INTERIOR WALLS2x6 INTERIOR WALLSBRICK / BRICK LEDGESHEATHING - INSULATED2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND11'-1-1/8" TALL WALLSFINISHED ROOM SIZESSTUDY - WOODPOWDER BATH - WOODGREAT ROOM - WOODKIT/DINE/FOYER-WOOD113 SF27 SF333 SF475 SFMASTER BEDROOM - CARPET257 SFMASTER BATH - C.T.154 SFMUD ROOM/PANTRY/ WIC - CT104 SF81 SFMASTER W.I.C. - CARPET51 SFLAUNDRY - WOODHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G8'-6"6'-11-3/8"1'-4"1'-4"7'-4"2'-8"10'-0"BACKING FOR ADJUSTABLE HOOPA-410-14-20FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020WINDOW & DOOR TRIMALLOW FOR LARGERJANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 202163.25Shearwall/+02.;911&15$':6'4+145*'#6*+0)(#56'0'&61567&5YF0#+.5"1%#62#0'.'&)'5 "1%#6+06'4+145722146555555555Shear Panelw/holdownsShear Panelw/holdownsPFHPFH555332.52.5Cantilevered RoofTrusses-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).10'-0" MIN LENGTH, 716" MIN. PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TO STUDS w/ 8dNAILS @ 6" O.C. AT PANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTS FOOTING PLANSCALE: 1/4" = 1'-0"14'-0"6"x6" TRTD POST18" FOOTING6'-1058"6'-1058"13'-914"(3) 2x10FLUSH@ 16" O.C. 2x10 JOISTS 14'-0"2 StorySport Court6'-0"x 6'-11" PATIO(2)1-3/4x9-1/2 LSL2'-0"(2) 2x10(1) 2x10BELOW GRADEBE A MIN. OF 60"ALL FOOTINGS TO 12" FOOTINGSFLAIR AT BOTTOMSTAIRS TO GRADE23 4" 5'-0"3'-612"4'-0"18" FOOTING1RAILING DETAILDTLSCALE: 1/2" = 1'-0"T.O. DECKING3'-0" 312"T.O. RAILING312"MAINTENANCE FREE RAILING4"6X6 POSTS(3) 2x10 BEAMSFLUSH AT CORNER4" SPHERE CANNOT PASS6'-0"MAX SPAN CENTER TO CENTERPOST AT COVERED DECKMAINTENANCEFREE RAILINGWESTBURY RAILINGWESTBURY RAILINGHOLDER REQUIRED TOANCHOR STRAP OR POSTCONCRETE PIER FOOTING1'-6"512"POST6x6 DECK SUPPORT5'-0"1'-0"FLARE BOTTOM OF FOOTINGTO A MINUMUM DIAMETER OF 18"CONNECT POST TO FOOTING2POST & PIER DETAILDTLSCALE: 1/2" = 1'-0"DECK PLAN ELEV. ASCALE: 1/4" = 1'-0"2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATEDMAINTENANCE FREE DECKING 3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATED2x10 DECK LEDGER14'-0"14'-0"2x10 JOISTS @ 16" O.C.8'-0"6'-0"9'-0" x 8'-0" PATIO(3) 9-1/2" LSL14'-0" x 14'-0"DeckWESTBURYRAILINGDining2 StorySport Court(1) 2x10GRIPPABLE HANDRAILSTRAP STRINGERSTO RIM7-3/4" MAX RISE10" MAX RUNLESS THAN 4" OPENINGON STAIR RISERS(2) 2x10STAIRS5'-0"4'-0"4'-0" 3'-0"DECK10-14-20FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 20216 3/4" OSB SHEATHINGGLUED AND NAILEDA-51SCALE: 1/4" = 1'-0"BUILDING SECTIONSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6 TOP9'-0"@ 6'-0" O.C.PLATEPRESSURE TREATED 2x6Stair(3) LSLSTAIRSTYP. ALLSTRINGERSGreatRoom1'-0"ELEV. 119'-9-3/8"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"MechanicalStorage4" CONC. SLABSIDINGMasterBathTOP OF PLATEWorkshopGarage10'-814"9'-118"18" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONLaundry11'-11 8"Entry2x SOLID BLOCKINGTO OF BLOCKINGFLUSH W/ BOTTOMOF TRUSSA-510-14-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 20216 12'-938"1289'-0"7'-6"3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6@ 6'-0" O.C.TOP PLATEPRESSURE TREATED 2x618" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11'-118"A-61SCALE: 1/4" = 1'-0"BUILDING SECTION9'-0"1'-6"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"SIDING10'-81 4"RAILING36" HIGHWEBS PER MANUF.GreatRoomSTAIRFAMILY ROOMRoom16'-0"11'-8"TO RISER5'-10"(2) 2x10(1) 2x10CONCRETE FOOTING8"x20" - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX8:12T.O. PLATEELEV. 121'-9-3/8"11'-118"8"A-62-26-19SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 20216 RAISED ROOF @ GREAT ROOM - 11'-1-1/8" WALL2A-7SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8 1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-118"34"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BPROOFINGDUCTSPACEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGBUILDING SECTION @ 9'-1-1/8" WALL1A-7SCALE: 1/2" = 1'-0"1'-6"112"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 121'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8-1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING11'-11 8" 3 4"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLSBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BPROOFINGDUCTSPACEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHING1'-6" 112"5,000 LB FOOTINGSTRENGTH MIX5,000 LB FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERPROOFINGFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.9'-0" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION9'-0" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONGLUED AND NAILEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESGLUED AND NAILED12'-938"3) APPLY ABOVE GRADEFOUNDATION COATING3) APPLY ABOVE GRADEFOUNDATION COATINGRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C.RIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C.18" FLOOR TRUSSES - SEE FLOORTRUSS LAYOUT FOR SPACING18" FLOOR TRUSSES - SEE FLOORTRUSS LAYOUT FOR SPACING2x6 TIMBER STRAND STUDS16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISEA-710-14-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 20216 4" CONCRETE SLAB8" x 20" CONC. FTG'S6'-0"ELEV. 100'-0"TOP OF FOOTINGTOP OF 8" CONC.ELEV. 106'-0"1ST FLOOR15'-938"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLS2x6 TIMBER STRAND STUDS16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE PROOFINGOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C.MAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDINGTOP OF PLATE21'-538" 8" HEEL HT.2x6 BLOCK'G. FORINSUL. STOP1'-6"1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISEELEV. 110'-8-1/4"ELEV. 121'-9-3/8"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL11'-118"10'-81 4"3) APPLY ABOVE GRADEFOUNDATION COATINGA-810-14-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZBUILDING SECTION @ SPORT COURT1A-8SCALE: 1/2" = 1'-0"ADJUST WALLAFTER SURVEY1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214FEBRUARY 16, 20215MARCH 31, 20216 (4-FT)(4-FT)(4-FT)(4-FT)(9.5-FT)BRACEDWALL LINEBRACED WALL LINE (5-FT)(5-FT)(5-FT)(3.25-FT)CONSTRUCTSHEARWALL ASSHOWN IN 2/S2716" MIN. PLYWOOD/OSB EXTERIOR SHEATHINGFASTENED TO STUDS w/ 8d NAILS @ 6" O.C. ATPANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS716" MIN. PLYWOOD/OSB EXTERIOR SHEATHINGFASTENED TO STUDS w/ 8d NAILS @ 6" O.C. ATPANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTSCONTINUE HOLDOWNSFROM ABOVE ASSHOWN IN 2/S25S2SIM.5S2PROVIDE DOUBLE STUDSFASTENED TO SIMPSONSTHD14 HOLDOWNEMBEDDED IN CONCRETE(OR ALTERNATIVEHOLDOWN SHOWN IN 4/S2)6S28 S2 7S2CONSTRUCTPORTAL FRAME ASSHOWN IN 1/S28S22'-0"2'-0"2'-0"2'-0"POUR WALL PER CODE w/#4x4'-0" @ 24" O.C. TOP OFWALL HOOKS SHOWNBELOW (ENSURE LOWGRADE DOES NOTEXCEED 36")POUR WALL PER CODE w/#4x4'-0" @ 24" O.C. TOP OFWALL HOOKS SHOWNBELOWBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(3-FT)(2.5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(5-FT) (5-FT)(5-FT)(5-FT) (4-FT)(4-FT)(4-FT)(4-FT)(2.5-FT)(3-FT)CONSTRUCTSHEAR WALL ASSHOWN IN 3/S2CONSTRUCTSHEAR WALL ASSHOWN IN 3/S2MIRROREDCOPYRIGHT HANSON GROUP, LLC 2021©January 21, 2021Project Number:Date:0.683S11Sheets: of2Print Name:Signed: License Number:4-13-21Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.Paquin Residence19013 Inndale DriveLakeville, MNNick Hanson46665PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANMATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THATPROVIDES A WATER AND VAPOR RESISTANCEAT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYSREINFORCING STEEL: ASTM A615 GRADE 60AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS- 34" MAXON-SITE SOIL:CLAY (GROUP III ASSUMED)geq = 60 PSF/FT (ACTIVE)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - E=1,300,000 PSI OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL BEAMS:134" WIDTH - E=1,550,000 PSI OR BETTERLVL:134" WIDTH - E=1,900,000 PSI OR BETTERLOADSROOF LIVE LOAD: 35 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODES2020 MINNESOTA RESIDENTIAL CODEFOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIRINSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHORWITHIN 12" OF EACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHINGHOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.RETAINING WALL FOUNDATIONS RELY ON SLAB-ON GRADE FOR LATERAL RESISTANCE.ADEQUATE TEMPORARY BRACING IS BY OTHERS UNTIL SLAB IS IN PLACE AND FULLY CURED.5.BULKHEAD STEP ALL RETAINING WALL TYPE FOOTING ELEVATION CHANGES. DO NOT JUMPFOOTINGS AT THESE LOCATIONS.FRAMING NOTES1.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6"SPACING.2.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8"O.C. MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)3.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.4.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND(4)0.131"Øx3" TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.5.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)0.131"Ø x 3" IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"FACE NAILS.6.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).7.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WINDLOADS.8.THE DECK AND COVERED ENTRY PORCH ARE CONSIDERED BY THE HANSON GROUP TO BE PRIMARILYOPEN, NON-ESSENTIAL PORTIONS OF THE STRUCTURE AND ARE EXCLUDED FROM THE OVERALL MAINWINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTSAND TENSION CONNECTIONS AT LEDGERS.PROJECT SCOPEDESIGN AND DETAIL OF THE REQUIRED MAIN WINDFORCE RESISTING SYSTEM, FOUNDATIONWALLS ALONG A SPORT COURT, AND TOP-OF-WALL CONNECTION AT FOUNDATIONS WITHOUTFLOOR SUPPORT AT TOP FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE INACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPAREDBY YOUNGFIELD HOMES LAST DATED 3-31-21 FOR MORE INFORMATION.2.THE HANSON GROUP'S ENGINEERING IS LIMITED TO THE ITEMS LISTED IN THE PROJECTSCOPE ABOVE. THE DESIGN OF THE REMAINING HOME IS BY OTHERS.3.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THECONTRACTOR.4.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFOREPROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.5.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 1.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INFRAMING NOTE 2, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSESABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELSARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)w/ TRUSSESw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.w/ TRUSSESw/ TRUSSESINTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14" CONCRETESCREWS OR POWDERACTUATED 0.145" WASHEREDPINS @ 16" O.C. w/ 1"EMBEDMENT IN CONCRETEYoungfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 55044DescriptionDateRevisionPlan Revisions4-13-211BRACED WALL LINE (4-FT)(5-FT)(5-FT)(4-FT)AS ALLOWED BY SITE GRADE - DROP FTG ASREQUIRED FOR FROST PROTECTION10'-0" MIN LENGTH, 716" MIN. PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TO STUDS w/ 8dNAILS @ 6" O.C. AT PANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTS10'-0" MIN LENGTH, 716" MIN. PLYWOOD/OSBEXTERIOR SHEATHING FASTENED TO STUDS w/ 8dNAILS @ 6" O.C. AT PANEL EDGES & @ 12" O.C. ATINTERIOR SUPPORTS 16'-3"±10'-93 8"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4 BEARING STUD & (1) 2x4 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROM CENTEROF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x4 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x4 INFILL WALL ABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S2 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGPROVIDE FASTENING OF ABOVE FRAMING EQUAL TOTHAT DETAILED FOR BRACED WALL PANELSCONTINUOUS LSL/LVL HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-412"±1'-412"±S2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSSDETAIL UNLESS NOTED/SHOWN OTHERWISE.SIMPSON STHD14 HOLDOWNANCHOR FASTENED TO DOUBLESTUDS (REFER TO 4/S2 FORPOST-INSTALLED HOLDOWNOPTION)PROVIDE DOUBLE STUDSFOR ATTACHMENT OFBOTH STRAP & HOLDOWN(MAY USE BEARING/KINGSTUDS AS REQ'D)SIMPSON MSTC52 STRAP CENTEREDON FLOOR SYSTEM AT LOCATIONSHOWN (PROVIDE 2x BLOCKING INFLOOR SPACE AS REQ'D)PROVIDE DOUBLE STUDS ATTHIS END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)TYPICAL 2x6 STUDS @ 16" O.C.PROVIDE FASTENING OF ABOVEFRAMING EQUAL TO THAT DETAILEDFOR BRACED WALL PANELSHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSFASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"INTERMEDIATE BEARINGSTUDS BY SUPPLIERDescriptionDateRevision©Project Number:Date:S22Sheets: of2Print Name:Signed: License Number:Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comNick Hanson46665 WALL SECTION 7S2 RETAINING WALL TYPE SPORTCOURT FOUNDATION WALL -AS ALLOWED BY GRADE WALL SECTION 8S2WALKOUT SPORT COURTFOUNDATION WALL#4 x 2'-0" DOWELS @ 72" O.C.(5" MIN. EMBED)20" WIDE x 8" DEEPMIN. CONCRETESTRIP FOOTINGSLAB-ON-GRADESLOPE GRADE AWAYFROM FOUNDATION#4 HORIZ. BAR ATTOP OF WALL8" MIN. C.I.P.CONCRETE WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.6"MIN. WALL SECTION 6S2 RETAINING WALL TYPE SPORTCOURT FOUNDATION WALL -LOW GRADETO BE LOCATED IN THE FIELDAS REQUIRED AND ALLOWEDWITH SITE GRADE(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.8" OR 10" C.I.P. CONCRETEWALL#5 OR #6 VERTICALBARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK#5 OR #6 x 5'-0"HOOKS @ 18" O.C.TRANSVERSE BARSOPTIONS:#5 @ 24" O.C. OR#6 @ 36" O.C.10" THICK C.I.P.CONCRETE FOOTING1'-6"3'-6"2" TO VERTICAL BARS & HOOKS1'-5"3'-6"SLOPE GRADE AWAYFROM FOUNDATION2" 3" 9'-0" MAX.36"MIN.SLAB-ON-GRADESLAB-ON-GRADE#4 HORIZ. BARS @ TOPAND BOTTOM OF WALL#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL@ 24" O.C. DOWELS MUSTBE WET SET OR DRILLEDAND EPOXY GROUTED12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.6"MIN.20" MIN. WIDE x 8" MIN.THICK CONCRETE FOOTINGCENTERED UNDER WALL8" MIN. C.I.P. CONCRETE WALL3'-6"±SLOPE GRADE AWAYFROM FOUNDATION WALL SECTION 5S2 RETAINING WALL TYPE SPORTCOURT FOUNDATION WALL(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 HORIZ. BARS@ 24" O.C.10" MIN. C.I.P. CONCRETE WALLVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.#4 BARS @ END &BEND OF HOOK6'-0" HOOK OPTIONS:#5 HOOKS @ 12" O.C. OR#6 HOOKS @ 18" O.C.TRANSVERSE BARS OPTIONS:#5 BARS @ 18" O.C. OR#6 BARS @ 24" O.C.10" MIN. THICK C.I.P.CONCRETE FOOTING2'-0"4'-0"2" TO VERTICAL BARS & HOOKS1'-8"5'-0"SLOPE GRADE AWAYFROM FOUNDATION(GARAGE SLAB AT SIM. w/OPTIONAL SLAB LEDGE)2"3"9'-0" MAX.6"MIN.SLAB-ON-GRADE WOOD WALL12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.COPYRIGHT HANSON GROUP, LLC 2021CONTRACTOR MAY USE 8" WALL CONSTRUCTEDSIMILAR TO BELOW w/ THE FOLLOWING CHANGES:·6'-0" HOOK OPTIONS:#5 HOOKS @ 9" O.C. OR #6 HOOKS @ 12" O.C.·VERTICAL BAR OPTIONS:#5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C.CONCRETEFOUNDATIONBELOWSIMPSON HTT5 HOLDOWNANCHOR FASTENED TODOUBLE STUDS w/ 12"Ø x12" LONG SIMPSON TITENHD SCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION4S2FRAMING DETAILS2FRAMING DETAILGARAGE SHEARWALL3FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALLPANELS ALONG THISSHEARWALL AS WELL ASABOVE OVERHEAD DOORHATCHED AREA INDICATES 716"OR THICKER PLYWOOD/OSBEXTERIOR SHEATHINGFASTENED TO STUDS w/ 8d NAILS@ 4" O.C. AT PANEL EDGES & @12" O.C. AT INTERIOR SUPPORTSSIMPSON STHD14 HOLDOWNANCHOR FASTENED TODOUBLE STUDS (REFER TO4/S2 FOR POST-INSTALLEDHOLDOWN OPTION)(2) 12" Ø ANCHOR BOLTS(7" MIN. EMBED)TYPICAL 2x4 STUDS SPACING BY SUPPLIERPROVIDE DOUBLE STUDS ATEND OF SHEARWALLHEADER & BEARING/KING STUDSAT SIDES OF OPENINGS BYSUPPLIERFOUNDATION WALL BELOWTALL WOOD WALL FRAMING IS TO BEDESIGNED BY SUPPLIER FOR GRAVITYAND OUT-OF-PLANE WIND LOADSTALL WOOD WALL FRAMING IS TO BEDESIGNED BY SUPPLIER FOR GRAVITYAND OUT-OF-PLANE WIND LOADSHEADER & BEARING/KING STUDSAT SIDES OF OPENINGS BYSUPPLIERWALL FRAMING ABOVEWALL FRAMING ABOVEJanuary 21, 20210.6834-13-21Paquin Residence19013 Inndale DriveLakeville, MNYoungfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 55044Plan Revisions4-13-211 FIRST FLOORTOTAL4,129 SF1856 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,632 SF910 SF212 SFUNFINISHED200 AMP SERVICEWALKOUTGARAGE RIGHTSIDEWALK101 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE2,305 SF889 SFPRESERVE OF LAKEVILLELOT 3, BLOCK 519013 INNDALE DRIVEJIM & TIERNEE PAQUINSCREENED PORCH196 SF-2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 5504HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G9'-6"NOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODESPORT COURT641 SF-WINDOW & DOOR TRIMALLOW FOR LARGERFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLS6'-314"6'-314"1'-434"1'-434"3'-6"3'-214"6'-312"LINE OFLINE OFFIREPLACESHEETROCK6'-118"5'-0" 5'-0"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"SHIPLAP FACE1'-5"LINE OF MANTLE8"11'-118"6'-914"6'-312"6'-5"1'-5"4'-034"WALL HEIGHT11'-1-1/8"48x96 FIX9'-11"& RETURNSSHIPLAP W/ RETURNS 8" TILE SURROUND8"8"BOLT W/ (1) NUT &1" Ø x 8" ANCHORWASHER @ 60" O.C.OR SIMPSON MAB6 @48" O.C. OR APP'D EQ.6"WALLGALV. ROLLED FLASHING4" CONC. SLAB8"6"4"262x6 STUD WALL W/BATT INSUL.HIGH DENSITY F.G.3/4" SHEATHING4 MIL. POLY V.B.1/2" GYP. BD OVER26614"EL. 108'-4"T.O. 8" CONC.1ST FLOOREL. 110'-0-1/4"1ST FLOOREL. 107'-8"T.O. 8" CONC.1'-6" 6"SCALE: 3/4" = 1'-0"COLUMN #10 - CONCRETE PORCH1'-4"LINE OF STONELINE OF BOX3'-0"6" CONC. WALLCONCRETE PORCH2x6 BLOCKING1x6 LP TRIM2'-0"LP PANEL1x6 LP WRAP6x6 TREATED POSTW/ CEDARMILL1'-2"1'-4"TREATEDT.O. CONC.T.O. FTG.3"3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDET.O. WALL107'-8"GarageConcretePorchStudy13'-0"15'-0"10'-6"9'-0"4'-6"2'-0"SIDEWALK 101 SF4'-0" RECESSED STEPS9'-0"A-010-14-20COVER SHEETROCKINGHAM RAMBLER LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZDave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY:1NOVEMBER 18, 20202DECEMBER 8, 2020SECTION @ PORCH STOOPSCALE: 1-1/2" = 1'-0"A-01JANUARY 14, 20213JANUARY 29, 20214 FRONT ELEVATION "A"SCALE: 1/4" = 1'-0"1A-1TOP OF FTGEL.100'-0"12101210TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.119'-9-3/8"1'-0"1'-6"5-1/2" TRIM BOARDS8'-0"1'-6"1'-6"128BOARD & BATTENHARDIE LAPHARDIE SHAKESFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.EL.105'-0"TOP OF FTG.6" FRIEZE BOARD12" RAKE AT GABLES18" AT EYEBROWS8"27'-7"FOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERS8"1'-6"8"12"1'-6"RECESSED STEPSHARDIE LAP - 4" EXPOSURESHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURESHINGLESSHINGLES66'-0"5'-8"HARDIE ON ALL 4 SIDESCONCRETE PORCHTOP OF PLATEEL.121'-9-3/8"6'-1114"SAME HT. ASCOLUMN A-1A10-14-20FRONT ELEVATIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214 128128TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.121'-9-3/8"1'-6"1'-0"1'-6"1'-6"MAINTAIN A MIN. CL. OF6" FROM GRADE TO B.O.SIDING, TYP.REAR ELEVATIONSCALE: 1/8" = 1'-0"2A-2LEFT ELEVATIONSCALE: 1/8" = 1'-0"3A-2TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF PLATEEL.121'-9-3/8"ROOFVENTS10'-0"TOP OF FTGEL.96'-6"TOP OF FTGEL.96'-6"MAINTAIN A MIN. CL. OF6" FROM GRADE TO B.O.SIDING, TYP.EGRESSPIT21'-0"3'-0"12'-0"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES8:128:1210:1210:12TOP OF PLATEEL.119'-9-3/8"15'-834"TALLER HEELS THIS AREA4'-0"4'-0"1281'-6"EL.105'-0"TOP OF FTG.MAINTAIN A MIN. CL. OF 6" FROMGRADE TO B.O. SIDING, TYP.RIGHT ELEVATIONSCALE: 1/8" = 1'-0"2A-2TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8-1/4"TOP OF PLATEEL.119'-9-3/8"10'-0"TOP OF FTGEL.96'-6"8:12HARDIE ON ALL 4 SIDES10:12TOP OF FTGEL.100'-0"TOP OF 8" CONC.EL.109'-0"1ST FLOOREL.110'-8 1/4"TOP OF FTGEL.96'-6"TOP OF PLATEEL.121'-9-3/8"1'-0"8:12 8:12 10:12EXTEND GARAGE WALLTO BOTTOM OF ENTRYSOFFIT14'x14'DeckSCALE: 1/8" = 1'-0"ROOF PLAN - AA-249'-0"10:1210:1210:128:128:128:1215 ROOF VENTS10:1210:1210:12A-210-14-20ELEVATIONSROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214 T.O. 6" CURBT.O. 8" WALLT.O. 8" WALLT.O. FTG.EL. 96'-4"EL. 100'-4"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDUSE (1) 2x6 TOP PLATE9'-0" WALLS6'-0"x 6'-11" PATIO(2)1-3/4x9-1/2 LSLFinishedBedroom #2CARPETFinishedFitness RoomCARPETFURN.WATERHEATERSOFTENERFinishedFamily RoomCARPET8'-0"14'-6"8'-1014"7'-734"8'-0"46'-0"(2) 2x10 32"30"28"30"2'-0"Mechical &Storage4" CONC. SLAB212 SF30'-6"11'-6" 10'-0"9'-0" 68'-0"11'-0"9'-0"22'-0"66'-0"A-31BASEMENT PLANSCALE: 3/16" = 1'-0"Fin.BathVINYL49 SF (FLR)USE (1) 2x6 TOP9'-0" WALLST.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"15'-734"16'-7"5'-412"2'-6"15'-234"7'-114"1'-10"3'-9"4'-0"3'-1012"T.O. SLABUnexcavated4" CONC. SLABVARIESSLOPE SLAB FOR DRAINAGE 24'-0"13'-0"19'-0"7'-0" SEE FRAMING PLAN 18" FLOOR TRUSSES @ 19.2" O.C.9'-0" TALL FOUNDATION WALL1A-546'-0"5'-8"8'-4"1A-6CONCRETE FOOTINGS8" x 20" - TYPICALT.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 96'-4"T.O. 8" WALLEL. 109'-0"T.O. FTG.EL. 100'-0"T.O. 6" CURBEL. 109'-0"EL. 105'-0"T.O. FTG.ROD & SHELFROD & SHELFT.O. FTG.EL. 100'-0"2" BRICK LEDGE FORCONCRETE STOOP @ 108'-4"9'-0"1A-09'-934"4'-214"12'-0"24'-0"4'-0"LINEN S8'-0" 60x42 SLIDER EL. 105'-0"SUMP14'-0"3'-334"T.O. SLABEL. 100'-4"2'-0"EL. 105'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALL1'-412"16'-3" M.O,1'-412"2'-412"8'-3" M.O.2'-412"EL. 109'-0"T.O. 6" CURBDRAINFLOOREL. 105'-0"T.O. FTG.EL. 109'-0"T.O. 4" CURBEL. 108'-4"EL. 109-0T.O. FTG.EL. 109'-0"T.O. 6" CURBFinishHallCARPET5'-334"9'-6"8'-814" 63 ' - 7 7 8"49'-1038"50 ' - 5 7 16"40'-458"24" FOOTING14'-6"2'-0"VOID4'-0" ALLOW FOR SEWER24" VOID TO6'-1012"18" FOOTINGFLOOR TRUSS TO BE FIRESTOPPED - 5/8" SHEETROCKONE SIDE OF FLOOR TRUSS(1000 SF MAX.)8'-512"(2)1-3/4x9-1/2 LSL11'-8" 10"2" BRICK LEDGE2" BRICK LEDGE5'-10" 10'-0"11'-1034" 26'-0"PLATE12" - FLUSH WITHCEILING DROPPEDBOTTOM OF 9-1/2"LSL.D5,000 LB. FOOTINGSTRENGTH MIXLINEN18"2'-1112"12" 2'-6"FinishedStairsCARPETNO LEDGE4'-118"3"UP28"(2)1-3/4x9-1/2 LSLFLUSH10"4'-438"2'-6"EL. 108'-4"10'-0" MIN. FTG. STEP ALLOW FOR SEWER2'-0"VOID24" VOID TONO DRAINTILE AT WALKOUT WALL ONLY42X60(2)2x10(3) 1-3/4" x 9-1/2" LSL54x60 FIX2- 2 x 6 30x6030x602- 2 x 6AA 2x10 JOISTS @ 16" O.C.EL. 107'-8"3'-734"(3) 2x1018"8" x 24" - TYPICALCONCRETE FOOTINGS5,000 LB. FOOTINGSTRENGTH MIXT.O. 8" WALLT.O. FTG.EL. 100'-4"EL. 96'-4"ON SHEETLIGHTSE-42'-0" VOID 21'-0"10"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDUnexcavated4" CONC. SLAB36"(2) 9-1/2" LSL10'-0" MIN. FTG. STEP TIMBER STRAND STUDSFOR TALL WALLS2 StorySport CourtPROVIDE FOOTINGS PER 1/52& PROVIDE REQUIRED REINFORCING5x5 PSLFTG. W/ (3) #5 EA. WAY2'-6" x 2'-6" x 12" CONC.24'-11 4" 16'-0"6'-1012"14'-0"14'-0"28"28"28"28"10'-1"3" 2'-1"(2) 2x10(1) 2x10STAIRS TO GRADE234" 5'-0"3'-612"4'-0"2'-914"BELOW GRADEBE A MIN. OF 60"ALL FOOTINGS TO 12" FOOTINGSFLAIR AT BOTTOM14'-0"5'-834"3'-0"3'-0"6'-0"8'-334"LVPROUGH-INCEILING FANROUGH-INCEILING FAN8"WATERUTILITY SINKINSTALL1'-0"INSULATORSOUNDSSSSUNDER STAIRSFINISHCDCONCRETE WALLS2x4 INTERIOR WALLS2x6 INTERIOR WALLSBRICK / BRICK LEDGESHEATHING - INSULATED2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDSOFFIT AREA868 SFROOM SIZESBEDROOM #2 - CARPETMECH / STORAGE - CONC.HALLWAY - CARPETSTAIR - CARPETFAMILY ROOM - CARPETFITNESS ROOM - CARPETBATH #1 - VINYLTOTAL256 SF212 SF53 SF106 SF265 SF83 SF2,484 SFSPORT COURT641 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"A-310-14-20BASEMENT PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZWALKOUT1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 202142-2x102-2x10 StairsNO LEDGE AT STAIRS4'-018"10" 3"GreatRoomWOOD11'-1-1/8"MASTERBedroomCARPET9'-1 1/8"W.I.C.CARPET9'-1 1/8"LaundryWOOD51 SF (FLR)KitchenWOOD9'-1 1/8"DiningWOOD9'-1 1/8"BathWOOD27 SF (FLR)ConcretePorchGarage4" CONC. SLABEntryWOOD11'-1 1/8"8'-0"8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL2-2x42- 2 x 416'x8' O.H. DOOR(2) 1-3/4"x11 7/8" LSL2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILTYPICAL GARAGE WALL2x4 STUD WALLS @ 16" O.C. W/INSIDE AND 1/2" SHEATHING - EXT.POLY VAPOR BARRIER & 1/2" GYP. BD.1/2" SHEATHING - EXT.TYPICAL EXT. WALL1'-6"16'-0"1'-6"8'-0"13'-0"19'-0"32'-0"8'-0"7'-834"9'-314"7'-0"7'-0"7'-0"(2) 30X60 MULLED42"2'-9"(2) 2x104'-018"3'-412"4'-438"35'-6" 68'-0"14'-0"16'-314"15'-834"46'-0"30" 30" 28"28"(2) 24x36 FIX MULLED2'-0"9'-1114"4'-4"8'-5"4'-0"9'-0"5'-6"5'-6"11'-0"20'-0"DR. S.C.32" MTL.StudyWOOD11'-1 1/8"2- 2 x 4 2-2x444'-0"46'-0"2'-0"11'-6" 6'-914"6'-312"6'-5" 4'-112"3'-10"2'-6" 4'-112"1'-5"4'-034"3'-1012"3'-8"3'-912"1'-11"6'-312"RAILING(2) 30x66 MULLED1A-5ROD & SHELFROD & SHELVES CEILING HEIGHT 5'-10"4'-6"4'-6"4'-11 2"5/8" TYPE "X" GYP. BD. ON ALLWALLS ADJACENT TO HOUSE2-2X1017'-334" DN @ 11'-1-1/8"1A-51A-61A-81A-7(2) 30x24 MULLED2- 2 x 6 48x96 FIX(3) 2x102- 2 x 6 2'-0"2'-6"12" TRANSOM@ 24" O.C.PRE-ENGINEERED TRUSSESBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGEA-41FIRST FLOOR PLANSCALE: 1/4" = 1'-0"48x60 FIX36x60 S.H.36x60 S.H.(3) 1-3/4" 9-1/2" LSL11'-6"21'-6"5'-214"6'-334"4'-0"3'-0"2'-10"ROD & SHELF36" SHEETROCKOPENING 4'-534"30'-6"MudRoomCT9'-1 1/8"PantryWOOD42" BENCHSAME HEIGHT AS PLATE (9'-1-1/8")(+8") STEP UP CEILING9'-9-1/8")2'-0"HATCHED AREASARE AT 11'-1-1/8"2- 2 x 6(2) 1-3/4" 9-1/2" LSL(2) 2x1024"DROPZONE8'-1012"14'-6"1'-1114" 9'-1114" 1'-812" 2'-2" 11'-712" TO FACE OF HEADER 4'-438"10'-0"9'-0"7'-0" 10'-0"2'-6"5'-6"11'-814"(2) 1-3/4"x 7-1/4" LSL WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"WALL HEIGHT11'-1-1/8"5'-10" 3"3"3" REVEAL7'-2"PANELACCESSATTIC22x3032"32"BGEAAWDWINDOW SILLS MORE THAN 6' ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.48x96 FIX48x96 FIX60x18" TRANSOM9'-1-1/8"9'-1-1/8"RAILINGRAILING6'-812" 1'-638" VALVE 28"3'-312"WALK-IN SHOWER28"36x72FRAME28-1/2" WIDE4'-0"4'-0" DW 3'-6"TOP SIZE 42x9630"x 93ISLAND26'-0"PANELACCESSATTIC22x30RECESSED STEPS2'-0"5'-8"SLOPE SLAB FLAT 1'-63 16"11'-814"8'-9"20'-6"28"W.I.C.WOOD5'-014"21'-0"9'-0" X 8'-0" PATIO(3) 9-1/2" LSL14'-0" x 14'-0"Deck14'-0"14'-0"4x4 POSTSFOR RAILINGTIMBER STRAND STUDS18'-0" TALL WALLS2 StorySport Court21'-5" CEILING HEIGHT2x4 FLOUR.LIGHTS(+96")11'-0"72X48 AWNING 5'-834"SBROOMCLOSET2'-6"6"E24'-1" 16'-0"RECYCLEVENTWOODHOOD(2) 24x24 MULLED 3'-6"B(2) 24x24 MULLED B(1) 3-1/2" x 5-1/2" LSL3'-6" (2) 2x1066'-0"28"1'-934"70" REF.OVENCOMBO2'-6"9'-6"6'-534"2-2x6INSULATE GARAGECOMPLETE(2) 24x24 MULLED 3'-6"B(2) 24x24 MULLED B3'-6" 9'-0" 9'-11"(2) 11-7/8" LSL (ROOF HEADER)(2) 2x10STAIRS4'-6"4'-0"4'-0"5'-3"CLEAR7'-012"MasterBathC.T. 98 SF (FLR)9'-1 1/8"(2) 24x24 MULLED (2) 2X10 24x24 FIXED (2) 2X10AFIXEDTEMP.3'-914"8'-634"TEMP. 3'-0"GAS18'-012"1'-0"66"x36" FREE STANDING TUB 1'-6"1'-4"INSULATEDSOUNDINSULATEDSOUND28" PKT21'-334"SCONCRETE WALLS2x4 INTERIOR WALLS2x6 INTERIOR WALLSBRICK / BRICK LEDGESHEATHING - INSULATED2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND11'-1-1/8" TALL WALLSFINISHED ROOM SIZESSTUDYMAIN BATH - VINYLGREAT ROOMKIT/DINE/FOYER - WOOD127 SF37 SF275 SF521 SFMASTER BEDROOM257 SFMASTER BATH104 SFPANTRY/MUD ROOM/ W.I.C.96 SF102 SFMASTER W.I.C.50 SFLAUNDRYHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"DE10'-0" F5'-0"G9'-6"6'-11-3/8"1'-4"1'-4"7'-4"2'-8"10'-0"BACKING FOR ADJUSTABLE HOOPA-410-14-20FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020WINDOW & DOOR TRIMALLOW FOR LARGERJANUARY 14, 20213JANUARY 29, 20214Girder Truss3-2x103/16"1-3 1/2" x 5 1/2" LSL(Plank)No beam here,cantilever rooftrusses2-2x10 w/2 Trimmers2-2x10 w/2 Trimmers3-2x1021'-5 3/8"2-2x10 w/2 Trimmers FOOTING PLANSCALE: 1/4" = 1'-0"14'-0"6"x6" TRTD POST24" FOOTING18" FOOTING6'-1058"6'-1058"13'-914"(3) 2x10FLUSH@ 16" O.C. 2x10 JOISTS 14'-0"2 StorySport Court6'-0"x 6'-11" PATIO(2)1-3/4x9-1/2 LSL2'-0"(2) 2x10(1) 2x10BELOW GRADEBE A MIN. OF 60"ALL FOOTINGS TO 12" FOOTINGSFLAIR AT BOTTOMSTAIRS TO GRADE23 4" 5'-0"3'-612"4'-0"1RAILING DETAILDTLSCALE: 1/2" = 1'-0"T.O. DECKING3'-0" 312"T.O. RAILING312"MAINTENANCE FREE RAILING2X4 RAIL4x4 POSTS4x4 POST4"6X6 POSTS(3) 2x10 BEAMSFLUSH AT CORNER4" SPHERE CANNOT PASS6'-0"MAX SPAN CENTER TO CENTERPOST AT COVERED DECKBETWEEN POSTSMAINTENANCEFREE RAILINGHOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TOP OF PIERCONCRETE PIER FOOTING1'-6"512"POST6x6 DECK SUPPORT5'-0"1'-0"FLARE BOTTOM OF FOOTINGTO A MINUMUM DIAMETER OF 18"CONNECT POST TO FOOTING2POST & PIER DETAILDTLSCALE: 1/2" = 1'-0"DECK PLAN ELEV. ASCALE: 1/4" = 1'-0"2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATEDMAINTENANCE FREE DECKING 3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATED2x10 DECK LEDGER14'-0"14'-0"2x10 JOISTS @ 16" O.C.(2) 11-7/8" LSL (ROOF HEADER)8'-0"6'-0"9'-0" x 8'-0" PATIO(3) 9-1/2" LSL14'-0" x 14'-0"Deck4x4 POSTSFOR RAILINGDining2 StorySport Court(1) 2x10GRIPPABLE HANDRAILSTRAP STRINGERSTO RIM7-3/4" MAX RISE10" MAX RUNLESS THAN 4" OPENINGON STAIR RISERS(2) 2x10STAIRS5'-0"4'-0"4'-0" 3'-0"DECK10-14-20FIRST FLOOR PLANROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214 NAILED3/4" PLYWOODDECK GLUED AND A-51SCALE: 1/4" = 1'-0"BUILDING SECTIONSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6 TOP9'-0"@ 6'-0" O.C.PLATEPRESSURE TREATED 2x6Stair(3) LSLSTAIRSTYP. ALLSTRINGERSGreatRoom1'-6"ELEV. 119'-9-3/8"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"MechanicalStorage4" CONC. SLABSIDINGMasterBathTOP OF PLATEWorkshopGarage10'-814"9'-118"18" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONLaundry11'-11 8"Entry2x SOLID BLOCKINGTO OF BLOCKINGFLUSH W/ BOTTOMOF TRUSSA-510-14-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214 12'-938"1289'-0"7'-6"3/4" OSB FLOOR SHEATHINGGLUED AND NAILEDSILL PLATE(S) W/ SILL SEALINSUL. & 3/8" ANCHOR BOLTS 9'-0" WALLS - (1) 2x6@ 6'-0" O.C.TOP PLATEPRESSURE TREATED 2x618" FLOOR TRUSSES @ 19.2'' O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11'-118"A-61SCALE: 1/4" = 1'-0"BUILDING SECTION9'-0"1'-6"1ST FLOORT.O. FOOTINGELEV. 100'-0"OF 6" FROM GRADETO BOTTOM OF MAINTAIN A MIN. CL.ELEV. 110'-8-1/4"SIDING10'-81 4"RAILING36" HIGHWEBS PER MANUF.GreatRoomSTAIRFAMILY ROOMRoom16'-0"11'-8"TO RISER5'-10"(2) 2x10(1) 2x10CONCRETE FOOTING8"x20" - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX8:12T.O. PLATEELEV. 121'-9-3/8"A-62-26-19SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214 RAISED ROOF @ STUDY & GREAT ROOM 2A-7SCALE: 1/2" = 1'-0"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8 1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-118" 3 4"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" BRACERITE FOREXTERIOR SHEATHINGBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BPROOFINGDUCTSPACETYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHINGBUILDING SECTION1A-7SCALE: 1/2" = 1'-0"1'-6" 11 2"4" CONCRETE SLAB8" x 20" CONC. FTG'S9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 121'-9-3/8"TOP OF PLATETOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-8-1/4"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING11'-11 8" 3 4"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLS2x6 STUD WALLS @16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 1/2" BRACERITE FOREXTERIOR SHEATHINGBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL S-6BPROOFINGDUCTSPACETYPICAL UNLESS NOTEDOTHERWISEOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.3/4" OSB FLOOR SHEATHING1'-6" 112"11' STUD TO BETIMBERSTRAND1/2" ANCHOR BOLTS@ 6'-0" O.C.(8" EMBED.)1/2" ANCHOR BOLTS@ 6'-0" O.C.(8" EMBED.)5,000 LB FOOTINGSTRENGTH MIX5,000 LB FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERPROOFINGFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERPROOFINGFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.9'-0" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION9'-0" WALLS - (1) 2x6 TOP PLATE SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONGLUED AND NAILEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SF UNPROTECTEDSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESGLUED AND NAILED12'-938"3) APPLY ABOVE GRADEFOUNDATION COATING3) APPLY ABOVE GRADEFOUNDATION COATINGA-710-14-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZ1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214 4" CONCRETE SLAB8" x 20" CONC. FTG'S3'-6"ELEV. 100'-0"TOP OF FOOTINGTOP OF 8" CONC.ELEV. 103'-6"1ST FLOOR18'-338"WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLS2x6 TIMBER STRAND STUDS16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE PROOFINGOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION5,000 LB. FOOTINGSTRENGTH MIX3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-PROOFING2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C.MAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDINGTOP OF PLATE21'-538" 8" HEEL HT.2x6 BLOCK'G. FORINSUL. STOP1'-6"1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISEELEV. 110'-8-1/4"ELEV. 121'-9-3/8"SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILL11'-118"10'-81 4"A-810-14-20SECTIONROCKINGHAM RAMBLER GARAGE RIGHT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 3 BEDROOM/DZBUILDING SECTION @ SPORT COURT1A-8SCALE: 1/2" = 1'-0"ADJUST WALLAFTER SURVEY1NOVEMBER 18, 20202DECEMBER 8, 2020JANUARY 14, 20213JANUARY 29, 20214 Main Level Member Name Results Current Solution Comments Master Bedroom Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Great Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Patio Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Entry Front Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 16' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 8' Garage Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Master Bedroom WIC Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Flush Stairs Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Mechanical Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Window Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Sport Court Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Tall Wall - Sport Court 16' Member Name Results Current Solution Comments Studs Passed 1 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL @ 16" OC Window Header Passed 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Window Column Passed 2 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL Tall Wall - Sport Court 22' Member Name Results Current Solution Comments Studs Passed 2 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL @ 16" OC Window Header Passed 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Window Column Passed 4 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 19013 Inndale Drive, Lakeville, MN JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 1 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5682 @ 3' 3"5738 (3.00")Passed (99%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1714 @ 4' 1 3/4"4308 Passed (40%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1994 @ 3' 3"5919 Passed (34%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.005 @ 5' 4 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.007 @ 5' 4 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"579 1121 1700 None 2 - Trimmer - SPF 3.00"3.00"2.97"2057 3625 5682 None 3 - Trimmer - SPF 3.00"3.00"2.97"2057 3625 5682 None 4 - Trimmer - SPF 1.50"1.50"1.50"579 1121 1700 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 9" o/c Bottom Edge (Lu)10' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 9"N/A 10.6 -- 1 - Uniform (PSF)0 to 10' 9"24'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Master Bedroom Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 2 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5351 @ 4' 3"5738 (3.00")Passed (93%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1870 @ 3' 4 1/4"4308 Passed (43%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2119 @ 4' 3"5919 Passed (36%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.008 @ 2' 1/8"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.012 @ 1' 11 13/16"0.213 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"735 1329 2064 None 2 - Trimmer - SPF 3.00"3.00"2.80"1923 3428 5351 None 3 - Trimmer - SPF 3.00"3.00"2.79"1918 3420 5338 None 4 - Trimmer - SPF 1.50"1.50"1.50"698 1265 1963 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 9" o/c Bottom Edge (Lu)12' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 9"N/A 10.6 -- 1 - Uniform (PSF)0 to 6"24'20.0 35.0 Snow - Main 2 - Uniform (PSF)6" to 12' 9"20'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 3 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3993 @ 1 1/2"11419 (3.00")Passed (35%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3117 @ 1' 1/2"11854 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8990 @ 4' 9"17977 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.165 @ 4' 9"0.308 Passed (L/671)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.265 @ 4' 9"0.463 Passed (L/419)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1499 2494 3993 None 2 - Trimmer - SPF 3.00"3.00"1.50"1499 2494 3993 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 6" o/c Bottom Edge (Lu)9' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 15.6 -- 1 - Uniform (PSF)0 to 9' 6"15'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Patio Door 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 4 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2078 @ 1 1/2"3825 (3.00")Passed (54%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1426 @ 1' 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3123 @ 3' 3"3946 Passed (79%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.050 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.079 @ 3' 3"0.313 Passed (L/946)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.63"770 1308 2078 None 2 - Trimmer - SPF 3.00"3.00"1.63"770 1308 2078 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 6' 6"11' 6"20.0 35.0 Snow - Sport Court Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 5 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2535 @ 1 1/2"3825 (3.00")Passed (66%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1293 @ 1' 1/4"2872 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2334 @ 2' 1"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.015 @ 2' 1"0.131 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 2' 1"0.196 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.99"931 1604 2535 None 2 - Trimmer - SPF 3.00"3.00"1.99"931 1604 2535 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 2" o/c Bottom Edge (Lu)4' 2" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 2"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 2"22'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Entry Front Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 6 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4113 @ 1 1/2"5738 (3.00")Passed (72%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2586 @ 1' 1/4"4308 Passed (60%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5153 @ 2' 9"5919 Passed (87%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.039 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.062 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.15"1514 2599 4113 None 2 - Trimmer - SPF 3.00"3.00"2.15"1514 2599 4113 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.6 -- 1 - Uniform (PSF)0 to 5' 6"27'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Stairs Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 7 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2328 @ 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1984 @ 1' 2 7/8"9878 Passed (20%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)9460 @ 8' 4 1/2"18346 Passed (52%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.244 @ 8' 4 1/2"0.550 Passed (L/811)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None 2 - Trimmer - SPF 3.00"3.00"1.50"1449 879 2328 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' 9" o/c Bottom Edge (Lu)16' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 13.0 -- 1 - Uniform (PSF)0 to 16' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 16' 9"N/A 100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 8 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1205 @ 1 1/2"7613 (3.00")Passed (16%)--1.0 D + 1.0 S (All Spans) Shear (lbs)918 @ 1' 1/2"7902 Passed (12%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2487 @ 4' 4 1/2"11985 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.036 @ 4' 4 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.095 @ 4' 4 1/2"0.425 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"745 459 1204 None 2 - Trimmer - SPF 3.00"3.00"1.50"745 459 1204 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 9" o/c Bottom Edge (Lu)8' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 9"3'20.0 35.0 Snow - Garage 2 - Uniform (PLF)0 to 8' 9"N/A 100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 8' Garage Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 9 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2986 @ 1 1/2"3825 (3.00")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1631 @ 1' 1/4"2872 Passed (57%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2996 @ 2' 3"3946 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.022 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.035 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.34"1096 1890 2986 None 2 - Trimmer - SPF 3.00"3.00"2.34"1096 1890 2986 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 6"24'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Master Bedroom WIC 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 10 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1778 @ 2"4463 (3.50")Passed (40%)--1.0 D + 1.0 L (All Spans) Shear (lbs)996 @ 1' 3/4"2498 Passed (40%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1862 @ 2' 5"3431 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.018 @ 2' 5"0.112 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.025 @ 2' 5"0.225 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"497 1281 1778 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"497 1281 1778 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 10" o/c Bottom Edge (Lu)4' 10" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 10"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 10" (Front)10' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 4' 10" (Front)3'15.0 40.0 Floor - Stairs Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Flush Stairs 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 11 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3096 @ 4'3806 (1.50")Passed (81%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1637 @ 3' 1"6872 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3014 @ 2' 7/16"10422 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.026 @ 1' 11 15/16"0.133 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.036 @ 1' 11 15/16"0.200 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"823 2138 2961 None 2 - Trimmer - SPF 1.50"1.50"1.50"860 2237 3097 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' o/c Bottom Edge (Lu)4' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4'N/A 10.4 -- 1 - Uniform (PSF)0 to 2' 3"26' 3"15.0 40.0 Floor - Main Level 2 - Uniform (PSF)2' 3" to 4'28' 9"15.0 40.0 Floor - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Drop Mechanical 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 12 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1419 @ 0 1913 (1.50")Passed (74%)--1.0 D + 1.0 L (All Spans) Shear (lbs)741 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1331 @ 1' 10 1/2"3431 Passed (39%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 1' 10 1/2"0.125 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.012 @ 1' 10 1/2"0.188 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"519 900 1419 None 2 - Trimmer - SPF 1.50"1.50"1.50"519 900 1419 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 9" o/c Bottom Edge (Lu)3' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 9"12'15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 3' 9"N/A 90.0 -Wall - Main Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Bedroom #2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 13 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7914 @ 7' 6"11419 (3.00")Passed (69%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)3933 @ 3' 8"11854 Passed (33%)1.15 1.0 D + 1.0 S (Alt Spans) Moment (Ft-lbs)-2474 @ 2' 9"17977 Passed (14%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.012 @ 4' 9 15/16"0.158 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.020 @ 4' 9 5/8"0.237 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •-457 lbs uplift at support located at 0". Strapping or other restraint may be required. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"15 614/-237 -391 629/- 628 None 2 - Trimmer - SPF 3.00"3.00"1.91"3102 2155 3381 8638 None 3 - Trimmer - SPF 3.00"3.00"2.08"3403 2155 3859 9417 None 4 - Trimmer - SPF 1.50"1.50"1.50"248 614/-237 121/-59 983/- 296 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 3" o/c Bottom Edge (Lu)10' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 3"N/A 15.6 ---- 1 - Uniform (PSF)0 to 10' 3"12'15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 10' 3"N/A 90.0 --Wall - Main Level 3 - Point (lb)3' 6"N/A 1923 -3428 Linked from: Great Room Window, Support 2 4 - Point (lb)7' 9"N/A 1918 -3420 Linked from: Great Room Window, Support 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Window 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 14 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3788 @ 1 1/2"7613 (3.00")Passed (50%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2574 @ 1' 1/2"6872 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5690 @ 3' 3"10422 Passed (55%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.088 @ 3' 3"0.208 Passed (L/849)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.129 @ 3' 3"0.313 Passed (L/583)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1188 2600 3788 None 2 - Trimmer - SPF 3.00"3.00"1.50"1188 2600 3788 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 6' 6"13'15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 Floor - Deck Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Family Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 15 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1272 @ 0 1913 (1.50")Passed (67%)--1.0 D + 1.0 S (All Spans) Shear (lbs)605 @ 10 3/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1086 @ 1' 8 1/2"3946 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.004 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.008 @ 1' 8 1/2"0.171 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"584 68 688 1340 None 2 - Trimmer - SPF 1.50"1.50"1.50"584 68 688 1340 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 ---- 1 - Uniform (PSF)0 to 3' 5"11' 6"20.0 -35.0 Snow - Sport Court 2 - Uniform (PSF)0 to 3' 5"1'15.0 40.0 -Floor - Main 3 - Uniform (PLF)0 to 3' 5"N/A 90.0 --Wall - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Sport Court Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 16 / 24 Wall Height: 15' 9 3/8"Member Height: 15' 4 7/8"O. C. Spacing: 16.00" Design Results Actual Allowed Result LDF Load: Combination Slenderness 29 50 Passed (57%)---- Compression (lbs)917 5261 Passed (17%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)917 4383 Passed (21%)--1.0 D + 1.0 S Lateral Reaction (lbs)139 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)131 3740 Passed (4%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)537 @ mid-span 1887 Passed (28%)1.60 1.0 D + 0.6 W Total Deflection (in)0.60 @ mid-span 1.03 Passed (L/307)--1.0 D + 0.6 W Bending/Compression 0.31 1 Passed (31%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for the design is zero •Applicable calculations are based on NDS. •A bearing area factor of 1.25 has been applied to base plate bearing capacity. •A 4% increase in the moment capacity has been added to account for repetitive member usage. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 1' System : Wall Member Type : Stud Building Code : IBC 2018 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 16d x 3.25" Pneumatic (Toe)2 N/A Base Nails 16d x 3.25" Pneumatic (Toe)2 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Spacing (0.90)(1.15)Comments 1 - Point (PLF)16.00"250.0 438.0 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (30'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Spacing (1.60)Comments 1 - Uniform (PSF)Full Length 16.00"22.6 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Sport Court 16', Studs 1 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL @ 16" OC ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTC Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 17 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1473 @ 0 5528 (1.50")Passed (27%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1184 @ 5"2214 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1565 @ 2' 1 1/2"2045 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Vert Live Load Defl. (in)0.135 @ 2' 1 1/2"0.142 Passed (L/378)--1.0 D + 1.0 S (All Spans) Vert Total Load Defl. (in)0.214 @ 2' 1 1/2"0.213 Passed (L/239)--1.0 D + 1.0 S (All Spans) Lat Member Reaction (lbs)244 @ 4' 3"N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)177 @ 7"8727 Passed (2%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)259 @ mid-span 4256 Passed (6%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.011 @ mid-span 0.283 Passed (L/999+)--1.0 D + 0.6 W Bi-Axial Bending 0.51 1.00 Passed (51%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 S System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Lateral deflection criteria: Wind (L/180) •Member has been designed in flat (plank) orientation with vertical (gravity) loads applied to wide strand face. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"543 930 1473 None 2 - Trimmer - SPF 1.50"1.50"1.50"543 930 1473 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce-Pine-Fir Nails 16d x 3.25" Pneumatic (Toe)3 Right 2X Spruce-Pine-Fir Nails 16d x 3.25" Pneumatic (Toe)3 Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 5.6 -- 1 - Uniform (PSF)0 to 4' 3"12' 6"20.0 35.0 Snow - Main • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (30'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 8'23.9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Tall Wall - Sport Court 16', Window Header 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 18 / 24 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 19 / 24 Wall Height: 15' 9 3/8"Member Height: 15' 4 7/8"Tributary Width: 3' 2" Design Results Actual Allowed Result LDF Load: Combination Slenderness 29 50 Passed (57%)---- Compression (lbs)1000 10522 Passed (10%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)1000 7013 Passed (14%)--1.0 D + 1.0 S Lateral Reaction (lbs)331 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)311 7480 Passed (4%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)1274 @ mid-span 3673 Passed (35%)1.60 1.0 D + 0.6 W Total Deflection (in)0.71 @ mid-span 1.03 Passed (L/259)--1.0 D + 0.6 W Bending/Compression 0.35 1 Passed (35%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for the design is zero •Applicable calculations are based on NDS. •The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple-member connection requirements. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 1' System : Wall Member Type : Column Building Code : IBC 2018 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 16d x 3.25" Pneumatic (Toe)4 N/A Base Nails 16d x 3.25" Pneumatic (Toe)4 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Tributary Width (0.90)(1.15)Comments 1 - Point (lb)N/A 200 800 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (30'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 3' 2"22.6 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Sport Court 16', Window Column 2 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTC Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 20 / 24 Wall Height: 21' 5 3/8"Member Height: 21' 7/8"O. C. Spacing: 16.00" Design Results Actual Allowed Result LDF Load: Combination Slenderness 39 50 Passed (78%)---- Compression (lbs)917 5754 Passed (16%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)917 7889 Passed (12%)--1.0 D + 1.0 S Lateral Reaction (lbs)182 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)174 7480 Passed (2%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)961 @ mid-span 3819 Passed (25%)1.60 1.0 D + 0.6 W Total Deflection (in)1.00 @ mid-span 1.40 Passed (L/252)--1.0 D + 0.6 W Bending/Compression 0.27 1 Passed (27%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for the design is zero •Applicable calculations are based on NDS. •A bearing area factor of 1.125 has been applied to base plate bearing capacity. •The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple-member connection requirements. •A 4% increase in the moment capacity has been added to account for repetitive member usage. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 1' System : Wall Member Type : Stud Building Code : IBC 2018 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 16d x 3.25" Pneumatic (Toe)2 N/A Base Nails 16d x 3.25" Pneumatic (Toe)2 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Spacing (0.90)(1.15)Comments 1 - Point (PLF)16.00"250.0 438.0 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (30'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Spacing (1.60)Comments 1 - Uniform (PSF)Full Length 16.00"21.6 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Sport Court 22', Studs 2 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL @ 16" OC ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTC Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 21 / 24 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1473 @ 0 5528 (1.50")Passed (27%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1184 @ 5"2214 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1565 @ 2' 1 1/2"2045 Passed (77%)1.15 1.0 D + 1.0 S (All Spans) Vert Live Load Defl. (in)0.135 @ 2' 1 1/2"0.142 Passed (L/378)--1.0 D + 1.0 S (All Spans) Vert Total Load Defl. (in)0.214 @ 2' 1 1/2"0.213 Passed (L/239)--1.0 D + 1.0 S (All Spans) Lat Member Reaction (lbs)328 @ 4' 3"N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)238 @ 7"8727 Passed (3%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)349 @ mid-span 4256 Passed (8%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.015 @ mid-span 0.283 Passed (L/999+)--1.0 D + 0.6 W Bi-Axial Bending 0.52 1.00 Passed (52%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 S System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Lateral deflection criteria: Wind (L/180) •Member has been designed in flat (plank) orientation with vertical (gravity) loads applied to wide strand face. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"543 930 1473 None 2 - Trimmer - SPF 1.50"1.50"1.50"543 930 1473 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce-Pine-Fir Nails 16d x 3.25" Pneumatic (Toe)3 Right 2X Spruce-Pine-Fir Nails 16d x 3.25" Pneumatic (Toe)3 Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 5.6 -- 1 - Uniform (PSF)0 to 4' 3"12' 6"20.0 35.0 Snow - Main • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (30'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 11'23.4 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Tall Wall - Sport Court 22', Window Header 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 22 / 24 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 23 / 24 Wall Height: 21' 5 3/8"Member Height: 21' 7/8"Tributary Width: 3' 2" Design Results Actual Allowed Result LDF Load: Combination Slenderness 39 50 Passed (78%)---- Compression (lbs)1000 11508 Passed (9%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)1000 14025 Passed (7%)--1.0 D + 1.0 S Lateral Reaction (lbs)433 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)414 14960 Passed (3%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)2282 @ mid-span 7362 Passed (31%)1.60 1.0 D + 0.6 W Total Deflection (in)1.19 @ mid-span 1.40 Passed (L/213)--1.0 D + 0.6 W Bending/Compression 0.32 1 Passed (32%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for the design is zero •Applicable calculations are based on NDS. •The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple-member connection requirements. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 1' System : Wall Member Type : Column Building Code : IBC 2018 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 16d x 3.25" Pneumatic (Toe)4 N/A Base Nails 16d x 3.25" Pneumatic (Toe)4 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Tributary Width (0.90)(1.15)Comments 1 - Point (lb)N/A 200 800 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (30'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 3' 2"21.6 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 1/29/21. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Sport Court 22', Window Column 4 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL ForteWEB Software Operator Job Notes 2/16/2021 6:11:33 PM UTC Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0 File Name: 19013 Inndale Drive, Lakeville, MN Youngfield - Rockingham A 19013 Inndale Drive, Lakeville, MN 2/15/21; #24638 Page 24 / 24 Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-21 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2021. 2021 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 150 1.001 January 1, 2021 S0 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 151 1.001 January 1, 2021 S1 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 152 1.001 January 1, 2021 S2 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 153 1.001 January 1, 2021 S3 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 154 1.001 January 1, 2021 S4 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 155 1.001 January 1, 2021 S5 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0"1'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 156 1.001 January 1, 2021 S6 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 157 1.001 January 1, 2021 S7 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 158 1.001 January 1, 2021 S8 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 159 1.001 January 1, 2021 S9 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1510 1.001 January 1, 2021 S10 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1511 1.001 January 1, 2021 S11 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1512 1.001 January 1, 2021 S12 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1513 1.001 January 1, 2021 S13 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-8" MAX2'-6" MIN OPENING1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1514 1.001 January 1, 2021 S14 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1515 1.001 January 1, 2021 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for Country Joe Homes 19013 Inndale Dr Lakeville, MN 55304 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, January 19, 2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Tuesday, January 19, 2021 Client Name:Country Joe Homes Client Address:19013 Inndale Dr Client City:Lakeville, MN 55304 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:1,362 CFM Per Square ft.:0.314 Square ft. of Room Area:4,341 Square ft. Per Ton:1,309 Volume (ft³):32,673 Building Loads Total Heating Required Including Ventilation Air:77,235 Btuh 77.235 MBH Total Sensible Gain:30,084 Btuh 76 % Total Latent Gain:9,708 Btuh 24 % Total Cooling Required Including Ventilation Air:39,791 Btuh 3.32 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.280 AC/hr 0.150 AC/hr 152 CFM 82 CFM Infiltration Actual:0.251 AC/hr 0.084 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 32,673 X 32,673 8,199 Cu.ft./hr 2,747 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:137 CFM 46 CFM Total Building Ventilation:68 CFM 68 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.280 AC/hr (152 CFM), Construction: Average Summer Infiltration Specified:0.150 AC/hr (82 CFM), Construction: Average C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.32 1,309 4,341 30,084 9,708 39,791 77,235 918 1,362 1,362 System 1 3.32 1,309 4,341 30,084 9,708 39,791 77,235 918 1,362 1,362 12x19 Ventilation 1,016 1,678 2,694 6,314 Return Duct 0 0 0 2,317 Humidification 4,275 Zone 1 4,341 29,068 8,030 37,098 64,329 918 1,362 1,362 12x19 1-Lower Level 1,844 8,195 2,594 10,789 17,568 251 384 384 4--6 2-Main Level 1,856 16,065 4,163 20,228 31,798 454 753 753 7--7 3-Sports Court 641 4,807 1,273 6,080 14,963 214 225 225 3--6 C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size Reg Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 488.8 251 384 384 4--6 2-Main Level Built-In 0 750 0.01 0.1 402.3 454 753 753 7--7 3-Sports Court Built-In 0 750 0.01 0.1 382.4 214 225 225 3--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 860.1 918 1,362 1,362 12x19 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:918 Cooling Flow:1362 C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-347 8,753 0 5,888 5,888 4agdoor: Glazing-114 2,877 0 1,916 1,916 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05, above grade U-value 0.083 816 3,550 0 0 0 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054, above grade U-value 0.083 184 864 0 0 0 12F-0bw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, brick finish, wood studs, U-value 0.065 3181 17,987 0 1,986 1,986 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation, U-value 0.022 2497 4,779 0 2,692 2,692 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide, U-value 0.027 2485 5,838 0 0 0 22B-15pl: Floor-Slab on grade, Vertical board insulation covers slab edge and extends straight down to 3' below grade, any floor cover, R-15 insulation, passive, light dry soil, U-value 0.178 204 3,159 0 0 0 Subtotals for structure:49,324 0 12,918 12,918 People:3 600 690 1,290 Equipment:6,300 8,600 14,900 Lighting:1500 5,115 5,115 Ductwork:4,634 0 0 0 Infiltration: Winter CFM: 137, Summer CFM: 46 12,688 1,130 684 1,814 Ventilation: Winter CFM: 68, Summer CFM: 68 6,314 1,678 1,016 2,694 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 11.66 gal/day :4,275 0 0 0 AED Excursion:0 0 1,061 1,061 Total Building Load Totals:77,235 9,708 30,084 39,791 Check Figures Total Building Supply CFM:1,362 CFM Per Square ft.:0.314 Square ft. of Room Area:4,341 Square ft. Per Ton:1,309 Volume (ft³):32,673 Building Loads Total Heating Required Including Ventilation Air:77,235 Btuh 77.235 MBH Total Sensible Gain:30,084 Btuh 76 % Total Latent Gain:9,708 Btuh 24 % Total Cooling Required Including Ventilation Air:39,791 Btuh 3.32 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,844.0 sq.ft.Supply Air:384 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.6 AC/hr Volume:14,752 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:4 Actual Winter Vent.:19 CFM Runout Air:96 CFM Percent of Supply.:5 % Runout Duct Size:6 in.Actual Summer Vent.:19 CFM Runout Air Velocity:489 ft./min.Percent of Supply:5 % Runout Air Velocity:489 ft./min.Actual Winter Infil.:23 CFM Actual Loss:0.149 in.wg./100 ft.Actual Summer Infil.:8 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 56 X 8 - Abv. grade U-value 0.083 448 0.050 4.4 1,949 0.0 0 0 E -Wall-15B0-10sf-4 46 X 4 - Abv. grade U-value 0.083 184 0.054 4.7 864 0.0 0 0 S -Wall-12F-0bw 56 X 8 341 0.065 5.7 1,928 0.6 0 213 W -Wall-15B0-10sf-8 46 X 8 - Abv. grade U-value 0.083 368 0.050 4.4 1,601 0.0 0 0 E -Wall-12F-0bw 46 X 4 166.5 0.065 5.7 942 0.6 0 104 E -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 S -Gls-4a shgc-0.28 0%S (2)25 0.290 25.2 630 16.8 0 420 S -Gls-4a shgc-0.28 0%S 22.5 0.290 25.2 568 16.8 0 378 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 Floor-21A-20 1 X 1844 1844 0.027 2.3 4,332 0.0 0 0 Subtotals for Structure:14,758 0 2,644 Infil.: Win.: 23.4, Sum.: 7.9 632 3.445 2,177 0.185 194 117 Ductwork:633 0 AED Excursion:299 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:500 1,705 Room Totals:17,568 2,594 8,195 C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,856.0 sq.ft.Supply Air:753 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.7 AC/hr Volume:16,704 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:34 CFM Runout Air:108 CFM Percent of Supply.:4 % Runout Duct Size:7 in.Actual Summer Vent.:38 CFM Runout Air Velocity:402 ft./min.Percent of Supply:5 % Runout Air Velocity:402 ft./min.Actual Winter Infil.:68 CFM Actual Loss:0.082 in.wg./100 ft.Actual Summer Infil.:23 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 56 X 9 387.5 0.065 5.7 2,191 0.6 0 242 E -Wall-12F-0bw 46 X 9 402 0.065 5.7 2,273 0.6 0 251 S -Wall-12F-0bw 56 X 9 286 0.065 5.7 1,617 0.6 0 178 W -Wall-12F-0bw 46 X 9 414 0.065 5.7 2,341 0.6 0 258 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.28 100%S (2)25 0.290 25.2 630 9.4 0 234 N -Gls-4a shgc-0.28 100%S (2)27.5 0.290 25.2 694 9.4 0 258 N -Gls-4a shgc-0.28 100%S (2)10 0.290 25.2 252 9.4 0 94 N -Gls-4a shgc-0.28 100%S (2)12 0.290 25.2 302 9.3 0 112 E -Gls-4a shgc-0.28 0%S (3)12 0.290 25.2 303 30.3 0 363 S -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 16.8 0 504 S -Gls-4a shgc-0.28 0%S 20 0.290 25.2 505 16.8 0 336 S -Gls-4a shgc-0.28 0%S (3)96 0.290 25.2 2,421 16.8 0 1,614 S -Gls-4agdoor shgc-0.28 0%S 72 0.290 25.2 1,817 16.8 0 1,210 UP-Ceil-16B-44 1856 X 1 1856 0.022 1.9 3,552 1.1 0 2,001 Floor-22B-15pl 204 ft..Per. 204 0.178 15.5 3,159 0.0 0 0 Subtotals for Structure:24,330 0 8,091 Infil.: Win.: 68.1, Sum.: 22.8 1,836 3.444 6,323 0.186 563 341 Ductwork:1,145 0 AED Excursion:586 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:3,200 4,200 Lighting:700 2,387 Room Totals:31,798 4,163 16,065 C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Sports Court (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:641.0 sq.ft.Supply Air:225 CFM Ceiling Height:16.0 ft.Supply Air Changes:1.3 AC/hr Volume:10,256 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:16 CFM Runout Air:75 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:11 CFM Runout Air Velocity:382 ft./min.Percent of Supply:5 % Runout Air Velocity:382 ft./min.Actual Winter Infil.:45 CFM Actual Loss:0.092 in.wg./100 ft.Actual Summer Infil.:15 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 9 X 16 144 0.065 5.7 814 0.6 0 90 E -Wall-12F-0bw 16 X 16 240 0.065 5.7 1,357 0.6 0 150 S -Wall-12F-0bw 21 X 16 320 0.065 5.7 1,810 0.6 0 200 W -Wall-12F-0bw 30 X 16 480 0.065 5.7 2,714 0.6 0 300 E -Gls-4a shgc-0.28 0%S (4)16 0.290 25.2 404 30.3 0 484 S -Gls-4a shgc-0.28 0%S (4)16 0.290 25.2 404 16.8 0 268 UP-Ceil-16B-44 641 X 1 641 0.022 1.9 1,227 1.1 0 691 Floor-21A-20 1 X 641 641 0.027 2.3 1,506 0.0 0 0 Subtotals for Structure:10,236 0 2,183 Infil.: Win.: 45.1, Sum.: 15.1 1,216 3.444 4,188 0.186 373 226 Ductwork:539 0 AED Excursion:175 Equipment:900 1,200 Lighting:300 1,023 Room Totals:14,963 1,273 4,807 C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,844 17,568 251 4-6 489 8,195 2,594 384 384 2 Main Level 1,856 31,798 454 7-7 402 16,065 4,163 753 753 3 Sports Court 641 14,963 214 3-6 382 4,807 1,273 225 225 Ventilation 6,314 1,016 1,678 Humidification 4,275 Return Duct 2,317 0 0 System 1 total 4,341 77,235 918 30,084 9,708 1,362 1,362 System 1 Main Trunk Size:12x19 in. Velocity:860 ft./min Loss per 100 ft.:0.098 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.32 76% / 24%30,084 9,708 39,791 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh C:\Users\Slykke\Desktop\19013 Inndale Dr.rh9 Tuesday, January 19, 2021, 11:23 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Date Certificate Posted 1/19/2021 Mailing Address of the Dwelling or Dwelling Unit City 19013 Inndale Dr Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or othersystem monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic WaterHeater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD48080 WEG100C2X045 BA13NA042 Interlocked with exhaust device.Describe: Rating or Size Input in BTUS: 80,000 Capacity in Gallons: 100 Output in Tons: 3.5 Other, describe: Efficiency AFUE or HSPF% 92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 77,235 30,084 39,791 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct 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): Combustion Air Select a Type Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 02/26/21XKP