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HomeMy WebLinkAboutLA189964 18889 Ixonia Ave 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 FLOORTOTAL3,185 SF1,913 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,272 SF1,272 SF641 SFUNFINISHED200 AMP SERVICEWALKOUTGARAGE RIGHTSIDEWALK158 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,803 SF1,223 SFPRESERVE OF LAKEVILLELOT 3, BLOCK 1 18889 IXONIA AVENUEBRANDON & NANCY SCHMIDTHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E9'-6"F5'-0"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044G10'-0"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 SUPPLIER2018 BUILDING CODE2015 ENERGY CODECONCRETE APRON272 SFSCREENED PORCH-182 SFFRAMERS - 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 WALLSGARAGE DROPPED 16" ( 2 RISERS) SEE PLANSBOLT 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"A-02FoyerMudRoomCOVEREDENTRYCONC.6'-0" UP 3R UP 1R 36" 36"SIDEWALK 158 SF14'-0"17'-812"6'-0"RECESSED STEPSGarage6'-6"14'-0"9'-212"8'-0"2'-0"See Sheet A-4for Conc. ApronSITE VERIFY - AS FEW STAIRSRECESSED AS POSSIBLE6'-0"1 RISERSITE VERIFY1x6 CEDAR TRIM1x6 CEDAR TRIM1'-2"1'-4"ALUMINUM SOFFITROUGH CUT CEDARCEDAR COLUMNS3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 CEDAR TRIM ON FRONT1x2 ON EACH SIDESCALE: 3/4" = 1'-0"COLUMN #12 - CONCRETE PORCH6" CONC. WALLCONCRETE PORCHT.O. CONC.T.O. FTG.T.O. WALLELEV. 107'-0"A-01-20-21COVER SHEETSTONELEIGH RAMBLER GARAGE LEFT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/21/2021dmathews SCALE: 1/4" = 1'-0"FRONT ELEVATION A-119'-0"9'-118"1ST FLRSUBFLOORELEV.110'-8-1/4"T.O. FND. WALLELEV.109'-0"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'WALL PLATEELEV.119'-9-3/8"12'-11 8"T.O. GARAGESLAB AT BACK WALLELEV.107'-8"1'-0"6" WINDOW& DOOR TRIM5-1/2" HARDIEFRIEZE BOARDBOARD & BATTEN12121'-6"FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.FOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERSCONCRETE STOOPRETURN BOARD &BATTEN ON BOTHSIDES OF ENTRY1ST FLRSUBFLOORELEV.110'-8-1/4"4'-0" WIDE RECESSEDSTEP IF MORE THAN ONE RISERSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES18'-0"1'-6"GARAGE PLATEELEV.119'-9-1/8"6'-1114"GARAGE DROPPED 16"FRONT , LEFT & BACKWALLS. (2 RISERS)7:121'-4"PITCH CHANGEHARDIE ON ALL 4 SIDESTOP OF FTG.ELEV.103'-8"SHINGLES10'-0"10'-0" 10'-0"ADDRESS12" RAKE END OVERHANGBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE12" RAKE END OVERHANGBOARD & BATTEN9'-0" TALL FOUNDATION WALLSBOARD & BATTEN12127:125:12CONCRETE PORCH10'-0"FIELD VERIFY CONC.PORCH WITH BUYERSBEFORE POURINGA-11-20-21FRONT ELEVATIONSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM/DZLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 17, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216 A-2RIGHT ELEVATION3SCALE: 1/8" = 1'-0"A-2REAR ELEVATION1SCALE: 1/8" = 1'-0"A-2LEFT ELEVATION3SCALE: 3/16" = 1'-0"T.O. SLABELEV.100'-4"10'-414"9'-1-1/8"1ST FLRSUBFLOOR8'-0"GAS F.P.VENT1'-0"8'-0"STEP DOWN TOP OF FOUNDATIONWALL AND FOOTING AS GRADE DICTATESSTEP DOWN TOP OF FOUNDATIONWALL AND FOOTING AS GRADE DICTATES1'-0"1'-6"1'-0"1'-6"7:121281288:1218"6'-0" 18" 10'-0" 3"WALL PLATEELEV.119'-9-3/8"1ST FLRSUBFLOORELEV.110'-8-1/4"WALL PLATEELEV.119'-9-3/8"1ST FLRSUBFLOORELEV.110'-8-1/4"T.O. SLABELEV.100'-4"1'-6"12:121'-6"8'-0"1'-6"9'-11 8" 16'-3"12:12CRICKET121212:12GARAGE DROPPED 16"FRONT , LEFT & BACKWALLS. (2 RISERS)12915'-0"1'-6"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES8'-0"ROCKWELLEGRESS PIT4'-0"46'-0"46'-0"7:1212:1220'-0"4'-0"8:128:1215 ROOF VENTS12:1212:1212:1212:125:12 7:1212:1212:12A-2ROOF PLAN4SCALE: 3/16 = 1'-0"7:12 7:126'-0"40'-0"65'-0"46'-0" 46'-0"12:1250'-0"12712517'-834"APPROX.7:12 1271'-0"1'-0"1'-0"1'-6"5:125:12T.O. SLABELEV.100'-4"12813'-0" COVERED DECK 8:128:1214'-0"8'-0"WALL PLATEELEV.119'-9-3/8"13'-0"1x6 COLORPLUS TRIM@ BEAMSCREENED PORCHWESTBURYSCREENRAILINGWESTBURYSCREENRAILINGT.O. WALLELEV.105'-0""23'-2"T.O. WALLELEV.107'-8"3'-01 4"A-21-20-21ELEVATIONSSTONELEIGH RAMBLER GARAGE LEFT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670WALKOUT1JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216 6'-0" X 6'-11" PATIO14'-0"20'-0"16'-0"8'-0"4'-0"7'-012"7'-5"12'-11"3'-1"2'-4"A(2) 9-1/2" LSL(3) 2x10(2) 1-3/4" x 9-1/2" LSL5'-6"(2) 36x60 MULLEDT.O. 8" WALL109'-0"8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGELEV. 100'-0"Unexcavated4" CONC. SLABLINE OF FRAMINGROD & SHELFFURN.WATERHEATERMech.Room4" CONC. SLABSUMPBEARING WALLUnfinishedFlex Room4" CONC. SLABFinishedFamily RoomCARPET65'-0"13'-2"16'-4"22'-0"14'-0"1'-1012"26'-6" 22'-6" 8" 27'-6" 8'-1" 8'-0"6'-0"13'-4"UP 17R 18'-5"W.I.C.CARPET4'-9"3'-6"HALF WALL (+42")OPEN ABOVE3'-6"3'-1012"7'-514"6'-10"157 SF18'-3" M.O.10'-3" M.O.2" LEDGET.O. WALL ATDOOR 107'-0"T.O. WALL AT DOOR107'-0"T.O. FOOTINGAT GARAGE103'-8"START SLAB AT TOPOF WALL AT BACK OFGARAGE(2) 1-3/4" X 11-7/8" LSL(2) 2x104" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDFLUSH8'-814"4'-734"6'-11"5,000 LB. FOOTINGSTRENGTH MIX32"28"3'-1012" 18" FLOOR TRUSSES SEE FLOOR TRUSS LAYOUTBASEMENT PLANA-31SCALE: 3/16" = 1'-0"A(2) 36x60 MULLED46'-0" 20'-0" 7'-6" 8'-0" 18'-6" 8'-0" 26'-0"FinishedBedroom #3CARPETFinishedHallCARPETFinishedBedroom #2CARPETFinishedHallCARPETCDCD107'-0"1A-510'-0" MIN. FTG. STEP 10'-0" MIN. FTG. STEP NO DRAINTILE AT WALKOUT WALL ONLY5'-0"T.O. 6"CURB107'-8"T.O. 2" LEDGE107'-0"T.O. FOOTINGAT GARAGEOUTSIDE OF FULLBASEMENT DIG103'-8"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED2A-0Unexcavated4" CONC. SLABSSSROD & SHELFBEARING WALL5'-512"2'-93 4" 18'-6"(2) 2x10(2) 2x1032"FinishedBathVINYL48 SF (FLR)Fin.W.I.C.CARPET30"30" 28"28"28"SS7'-512"5'-31 2"3'-1014"9'-23 4"7'-834"9'-0" TALL FOUNDATION WALL18" FLOOR TRUSSES @ 19.2" O.C.6" CURB ON TOP OF FOOTINGSAT INTERIOR BEARING WALLS(TYP). TOP OF CURB FLUSHWITH TOP OF BASEMENT SLAB2x4 INTERIOR WALLS WITH AFINISHED BSMT.1'-4"VOID ALLOW FOR SEWER24" VOID TO36'-0"46'-0"1'-1012"1'-1012"1'-1012"4'-0"4'-0" 13'-11"30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOM9'-314"30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOM2" LEDGE107'-0"T.O. 8" WALL109'-0"T.O. FOOTING100'-0"T.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"EL. 96'-4"T.O. FTG.EL. 105'-0"T.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 105'-0"T.O. 8" WALLT.O. FTG.EL. 100'-0"2" BRICK LEDGE FORCONCRETE STOOP @ 107'-8"6"T.O. 6" CURB107'-8"GARAGE DROPPED 16"FRONT, LEFT & BACKWALL - (2 RISERS)T.O. 6"CURB107'-8"T.O. FOOTINGAT GARAGEOUTSIDE OF FULLBASEMENT DIG100'-0"EL. 100'-0"T.O. FTG.EL. 109'-0"T.O. 8" WALLEL. 96'-4"T.O. FTG.EL. 109'-0"T.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 100'-4"T.O. 8" CONC.32" GARAGE SERV.DOOR ABOVE34-1/2" M.O.2'-3"48x60 FIX.(2) 2x10(2) 2x10(2) 2x10A6'-0"48x60 FIX.(2) 2x10A6'-0"4'-0"28"12'-1014"LINENDRYERSTACKINGWASHER/ROUGH-ININSTALLMUSTEE#14FM26'-5"WINDOW WELL # 664472ROCKWELL GRAY ELITEATTACH TO FOUNDATIONWALL.DO NOT POUR EGRESSWALLS OR FTGS.(2) 2x1060x42 SLIDERD66-1/2" M.O 3'-91 8"16'-01 8"(2) 2x1018" FLOOR TRUSSES SEE FLOOR TRUSS LAYOUT 18" FLOOR TRUSSES SEE FLOOR TRUSS LAYOUT 10'-0" 6'-0"ConcreteApronDRAINTRENCH4" SLEEVE DOWN18" FROM LEDGEFOR FLOOR DRAINSCREEN PORCH ABOVE14'-0" x 13'-0"BELOW GRADEBE A MIN. OF 42"ALL FOOTINGS TO 24" FLAIR AT BOTTOM6'-914"6'-914"234"234"234" 12'-914"28"1'-1034"9'-1"11'-5"4'-334"3'-113 4"DRAINTRENCH14'-0"29'-6"(2) 2x10ROUGH-INCEILING FANROUGH-INCEILING FAN60x322'-0"VOID2'-0"VOIDT.O. 8" WALL109'-0"MAINTAIN FROST PROTECTION ADJUST FOOTING DEPTH TO STEP PER SURVEY1'-4"VOIDWET BAR ROUGH-INWET BAR ROUGH-IN13'-6" WALL HEIGHT 109'-0" 5'-0" 27'-6" WALL HEIGHT 105'-0" 5'-0" WALL 103'-6"T.O. 6" CURB107'-8"18x24 FTG18x24 FTG2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND396 SFROOM SIZESBEDROOM #2 & W.I.C.MECHANICALFLEX ROOM - UNFINISHEDSTAIRREC ROOMBEDROOM #3 & W.I.C.BATHTOTAL268 SF157 SF484 SF68 SF310 SF79 SF1,913 SFHALL & LINEN - FINISHED83 SFHALL TO FLEX - FINISHED61 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"A-31-20-21BASEMENT PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 202164S1S1FRAMING DETAIL PORCH END WALL5NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.(3) PLY FLUSHBEAM BYSUPPLIER8'-0" SINGLE SHEET TYP.SIMPSON ABU66 POSTBASE w/ 58"Ø x 8"SIMPSON TITEN HDSCREW-IN ANCHOR6x6 POSTSEE HOUSE PLANSFOR CONCRETEPIER FOOTINGS TYP.CROSS HATCH AREAS INDICATES 716"OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO EXTERIORSIDES OF POSTS & 34" OR THICKERPLYWOOD OR OSB SHEATHINGAPPLIED TO INTERIOR SIDES OFPOSTS (NAIL SHEATHING AROUNDPERIMETER w/ (2) ROWS 8d NAILS @3" O.C. STAGGERED)716" OR THICKERPLYWOOD OR OSBSHEATHING APPLIEDTO EXTERIOR SIDESOF POSTSFLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TOFLUSH OUT BEAM w/POST34" OR THICKERPLYWOOD OR OSBSHEATHING APPLIEDTO INTERIOR SIDES OFPOSTS (INSTALL PRIORTO JOISTS)1'-0"±1'-0"±NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716"OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO EXTERIORSIDE OF STUDS(NAIL SHEATHING AROUNDPERIMETER w/ (2) ROWS 8d NAILS@ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDEFACE OF WALL (PROVIDE SPACERTO FLUSH OUT HEADER TO WALLSTUD THICKNESS)FASTEN TOP PLATETO HEADER w/ (2)ROWS 16d SINKERNAILS @ 3" O.C.(1) 2x6 BEARING STUD& (1) 2x6 FULL HEIGHTSTUD EACH END OFHEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARINGSTUDS MIN.LENGTH OF CONTINUOUS HEADERFASTEN KING STUDTO HEADER w/ (2)ROWS 16d SINKERNAILS @ 3" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALLPANELSLARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 516" x 5 18" GRK RSSMIN. (2) 9 12" LSL/LVLCONTINUOUS HEADER1'-0"±FASTEN STUDS TOBEAM w/ SIMPSONMSTC28 STRAPCENTER POST w/STANDARD POST BASE& CAP BY SUPPLIER1'-0"±-FT)ME ASS1CONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1, SIM.(4-FT)(4-FT)(10-FT)BRACEDWALL LINE(4-FT)BRACEDWALL LINE(5-FT)(5-FT)(5-FT)4x4 CEDAR POST, BYSUPPLIERNAIL SHEATHING TOBEAM w/ 8d NAILS @3" O.C. EA. WAY TYP.See Porch End WallEngineering 5/S1.(3)2x10TemperUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Top of WallConnections3.755.5 14'-0"STANDARD GASGAS FIREPLACE6'-0"(3)9-1/2" LSL1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILPOLY VAPOR BARRIER & 1/2" GYP. BD.TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.Garage4" CONCRETE SLAB PITCHEDTOWARDS TRENCH DRAINS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTSRO0F TRUSSES @ 24" O.C. (2) 2X10(2) 2x10 CONT.48x18 FIX(2)2x6 BETWEEN48x72 FIXOVER48x18 FIX7'-5"36x72OVER36x18LOWER UNIT FIXED6'-0"KitchenWOODGreatRoomWOODVAULTED CEILING9'-1-1/8"CEILINGDiningWOOD13'-0"10" 8' HIGH SRO RO0F TRUSSES@ 24" O.C.RO0F TRUSSES @ 24" O.C.FoyerWOOD9'-1-1/8" CLG. HT.DN 16RHALF WALL (+42")HALF WALL (+42")GIRDER TRUSSGIRDER TRUSSOPEN TOBELOWHALF WALL (+42")MainBathVINYL33 SF (FLOOR)32"VAN.28"STUDYCARPET30"MasterBedroomCARPETLIN.COVEREDENTRYCONC.8'-0" 46'-0"8'-0" 11'-534"2'-6"5'-912" 7'-9" 3'-11"3'-10" 18'-534"2'-4"5'-5"4'-3" 4'-3"10'-0"1'-534"8'-0" 23'-6" 4'-0"29'-0"13'-0"6'-0"3'-834"4'-1"65'-0"15'-0"4'-634"9'-1112"UP 3R UP 1R 1'-0"7'-0"2'-2"4'-012"2'-6"13'-1"LEDGE 9'-1014"10'-6" 17'-734"PANELACCESSATTIC22x3020'-0"16'-0"3'-6"3'-6"3'-134"3'-134"1'-5"3'-412"3'-114"BBBFROM MAIN LEVEL 36X18 FIXED G2-2x62- 2 x 6 (2)2X10B B2- 2 x 6CD(2)2X10 3'-41 2" (2) 2x10 36X18 FIXED (2) 2x10 5'-0" CLR 30x18 FIX(2) 2x6BETWEEN30x72 FIX OVER30x18 AWNING30x18 FIX(2) 2x6BETWEEN30x72 FIX OVER30x18 AWNINGSLIDE-IN3'-534"60" DRYWALLOPENING TO11"A6'-6"(2) 2x10(2) 36x60 MULLEDWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.48x66 FIX36x66 SH36x66 SH2- 2 x 6 2- 2 x 6B(2) 2x10 CONT.PLATE HT. 9'-1-/8"12'-1-1/8" WALLS15'-0"2'-0"FULL HT.4'-634"6'-012"9'-1014"CEILING13'-3"4'-9"4'-734"ROD & SHELFR & S1A-530"28"START VAULT 9'-3"5'-2"5'-2"9'-0"4'-158"DW24"x 97"ISLANDTOP SIZE 62"x111"SSSSSTART VAULT46'-0"15'-0"36" 36"24243'-8"1'-6"3'-1012" 28"28" PKTW.I.C.LVT7'-6" VANITYCT WALLS& BASE28"4'-334"SHOWER DOOR3'-11"12'-734" 16'-73 4"28" FRAMELESS1'-0"5'-1134"5'-0" BENCH 36x603'-814"5'-0"A(2) 2x1016'-0"CDS50'-0"14'-0"CABINETDOORSVAULT9:12VAULT9:12RO0F TRUSSES @ 24" O.C. 11'-7"8'-2"19'-914"MasterBathLVT70 SF (FLR)4' -2"HallWOOD22'-6"18'x8' O.H. DOOR(2)11-7/8" LVL CONT. HEADER4'-0"14'-0"36'-0"SCALE: 3/16" = 1'-0"FIRST FLOOR PLAN - AA-4110'-0"2'-0"2'-0"18'-0"2'-0"PORTAL FRAME22'-0"2'-0"GIRDER TRUSSRO0F TRUSSES @ 24" O.C.32" SERV.DOOR10'x10' O.H. DOOR(2) 11-7/8" LSL8'-0" 10'-0" 6'-0"ConcreteApronMudRoomVINYL9'-1-1/8" CLG. HT.(2)2x1032"1'-0"1'-6"PantryWOODDRYERSTACKINGWASHER/36" DRYWALL OPENING (+96") 5'-0" BENCH (2) 2x105 RISERS3'-4"9'-034"4'-514" 2'-0" 1'-0"3'-1134"28"28"ROD & SHELF 70" REF.36" DUALFUEL RANGE OVENCOLUMNVENTHOODPOTFILLER RECYCLE32"x 6'-11"ANDERSEN200 SERIESB(2) 2x1060 x 66 FIXED6'-3"DOORLINENCABINET4'-9"28"INSULATE WALLS& CEILING COMPLETEWOODFORD HOT/COLD SILLCOCKLAUNDRY TUB ROUGH-INGARAGE HEATER*72 x 48 FIXED(2) 36x18 AWN.BELOW72 x 48 FIXED(2) 36x18 AWN.BELOW24 "24"DRAINTRENCHDRAINTRENCHSCREENED PORCH14'-0" x 13'-0"SEE PORCH PLANS FOR DETAILS13'-0" VAULT 4:12 VAULT 4:12CLOSET SHELVINGBY HOMEBUYERAFTER CLOSING5'-712"10'-012"234" 9'-81 4"ROUGH-INGARAGE HEATERSITE VERIFY - AS FEW STAIRSRECESSED AS POSSIBLESWING6'-6"(30-3/8" - 30-1/2" )FRAME OPENING2 LEGSROUGH-INCEILING FANROUGH-INCEILING FANNICHE14x14NICHE14x14SLOPE CONCRETE (2) 2x103-2x63-2x65x5 PSLGIRDER TRUSS5x5 PSLTRIMMER3-2x6EACH SIDE2-TRIMMERSLINE OF CONCRETE(2) 2x10 PORTAL FRAMEPANELACCESSATTIC22x3060x322'-1014"FURWALL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFINISHED ROOM SIZESSTUDY - CARPETMAIN BATH - VINYLHALL (BY STAIRS) - WOODGREAT ROOM - WOODKITCHEN / PANTRY & DINING - WOOD154 SF51 SF50 SF329 SF306 SFMASTER BEDROOM - CARPET223 SFMASTER BATH - LVT128 SFMUD ROOM - VINYL58 SF90 SFMASTER W.I.C. - LVT44 SFHALL / LAUNDRY - VINYLFOYER & CLOSET - WOOD120 SFSTAIRS - CARPET67 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E9'-5" OFF LANDINGF5'-0"G10'-0"BE FIELD MEASURED BY TRUSS SUPPLIERHEADERS:TRUSS DESIGN BY MFG. TRUSSES NOTEDWITH DIMENSIONS TO BE VERIFED SHALLALL HEADERS ARE (2) 2x10 TYPICAL UNLESSNOTED OTHERWISE ON PLANS.TRUSSES:GREAT ROOM WINDOWS(2) 2x6A-41-20-21FIRST FLOOR PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.FANFANFANTemperTemper5.255.25Connections3.252.251055562.53.53.56PFHPFHPFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). GREAT ROOM WINDOWS(2) 2x610'-0"Kitchen16'-23 4" 9'-11 8" 3'-21 4"6'-312"LINE OFLINE OFFIREPLACESTONE4'-8"FIREPLACE / ENTERTAINMENT CENTERSCALE: 3/8" = 1'-0"1'-5"STONE1'-434"1'-434"6'-0"6'-0"3'-6" 1'-5"6'-312"3'-412"3'-112"5'-834"5'-834"9'-11 8" 8'-0" 2'-0"A-01LINE OF MANTLESTANDARD BOX MANTLEEDGE TO EDGE ON SHEETROCK3'-6"5'-834"5'-834"SET FIREBOXON THE FLOOR4'-63 4"9'-1014"CT WALLS& BASESHOWER DOOR28" FRAMELESSLINENCABINET4'-9"28"*SWINGFRAME OPENINGMASTER BATH SHOWERSCALE: 3/8"=1'-0"NICHE14x141'-2"1'-2"4'-0" 9'-11 8" 1'-2"1'-2"VALVEVALVE4" DEEPNICHE14x144" DEEP1'-434"FURWALLA-41-20-21FIRST FLOOR PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216 (2) 2x10 (2) 2x10BELOW GRADEBE A MIN. OF 42"ALL FOOTINGS TO 24" FLAIR AT BOTTOM14'-0"x13'-0" Screened Porch13'-0" 12'-91 4"6'-914"6'-914"234"234"23 4"14'-0"7'-012"(2) 36x60 MULLEDFinishedBedroom #21FOOTING PLAND-1SCALE: 3/8" = 1'-0"18x24 FTG18x24 FTG(3) 2x10HOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TOP OF PIERCONCRETE PIER FOOTING2'-0"512"POST6x6 DECK SUPPORT4'-0"1'-0"FLARE BOTTOM OF FOOTINGTO A MINIMUM DIAMETER OF 24"CONNECT POST TO FOOTINGPOST & PIER DETAILSCALE: 3/4" = 1'-0"2D-1WRAP POST IN AZEK(3) 2x102x10 DECK LEDGER2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATEDTREX DECKING3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATEDAZEK SKIRT BOARD2x10 DECK JOISTS @ 16" O.C.DECKING SHOULD BE DOWN4" FROM THE FIRST FLOOR14'-0"x13'-0" Screened Porch(2) 11-7/8" LSL HEADER ABOVE (2) 11-7/8" LSL HEADER ABOVEROOF TRUSSES @ 24" O.C.4:12 INTERIOR VAULT14'-0"2'-4"5'-5"32"x 6'-11"ANDERSEN200 SERIES(2) 2x1060x66 FIXEX6'-3"DOOR1FRAMING PLAND-2SCALE: 3/8" = 1'-0"Dining1'-0" 1'-0"T.O. DECKING3'-0" 312"T.O. RAILINGALUMINUM PICKETSPOST CAPALMUMINUM POSTSBOLTWESTBURYALUMINUM TOP RAIL4"ALUMINUM BOTTOM RAIL6X6 POSTS(3) 2x12 BEAMSFLUSH AT CORNER3RAILING DETAILSD-2SCALE: 1/2" = 1'-0"4" SPHERE CANNOT PASS6'-0"MAX SPAN CENTER TO CENTERPOST AT DECK RAILINGWESTBURY C10 RAILINGWRAP POST IN AZEKELEV. 110'-8-1/8"1ST FLOOR1'-6"34"18" FLOOR TRUSSES2x10 JOISTS @ 16" O.C.2x10 DECK LEDGERDTT1Z DECK TENSION TIEDECK LEDGER HANGER4"2LATERAL LOAD CONNECTION DETAILD-2SCALE: 3/4" = 1'-0"BOLT THROUGH BLOCKING18" LVL FOR LEDGER BACKING13'-0"SCREENED PORCHALL FOOTINGS TO BE A MIN. OF 42"BELOW GRADEEXISTING HOUSE9'-118"(2) 2x10'SROOF VENTS = 1/300 SQ. FT.6x6 POSTSROOF TRUSSES @ 24" O.C.SHINGLES15# FELT1/2" ROOF SHEATHINGSCALE: 1/4" = 1'-0"SECTIOND--31(3) 2x10"S3'-0"(2) 1-3/4" x 11-7/8" LSLCUT BEAM INTO WALL& BLOCK TO FND.LAG & FLASH @ DECK LEDGERUSE APPROVED HANGERSFOR ACQ LUMBERICE & WATER SHEILD REQUIREDPOST TO BEAMCONNECTION REQUIREDPOST TO FOOTINGCONNECTION REQUIREDELEV. 110'-8-1/4"1ST FLOOR1ST FLOOR91 2"PORCH DECKING SHOULD BEDOWN 4" FROM THE FIRST FLOOR1'-0"4"X4" CEDAR POST1x6 COLORPLUS TRIM@ BEAM1x6 T & G VAULTED CEILING4"X4" CEDAR POST12812:12WESTBURY C-10 RAILINGSCREENWESTBURY C-10 RAILINGSCREENWESTBURY C-10 RAILINGSCREENAZEK SKIRT BOARDWRAPPED IN AZEK12" BRACED WALLPANEL-SEE BRACEDENGINEERINGA-41-20-21FIRST FLOOR PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 202118889 IXONIA AVENUELOT 3, BLOCK 1PRESERVE OF LAKEVILLE14' x 13' SCREENED PORCHFEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216(2) 9-1/2" LSL/LVLcontinuous per engineering. CUSTOM HOMEA-51SCALE: 1/4" = 1'-0"BUILDING SECTION - CUSTOMR-49 ROOF INSULATION9TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFVAULTED GREATROOM ROOFW.I.C.MasterBathPantryMechanical / StorageRoomFoyer10'-41 4"PLATE W/ SILL SEAL INSUL. &3/8" ANCHOR BOLTS @ 6'-0" O.C.9'-0" WALLS - (1) 2x6 TOP PLATE PRESSURE TREATED 2x6 SILLTO BOTTOM OF SIDINGOF 6" FROM GRADEMAINTAIN A MIN. CL.8" x 20" CONC. FTG'S4" CONCRETE SLABTYPICALTYPICAL STAIR CONSTRUCTION NOTES:* 6'-10" MINIMUM HEADROOM* (3) 11-7/8" STAIR STRINGERS W/* 11" TREADS* PROVIDE 36" HIGH HANDRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 34" MAX. NOSING 1-1/4"3'-758"6'-858"13'-3"9'-17 8"18" FLOOR TRUSSES @ 19.2" O.C.8'-91 2" 1'-63 4" 9'-0"5,000 LB. FOOTINGSTRENGTH MIXHALF WALL (+42")HALF WALL (+42")1ST FLRSUBFLOORELEV.110'-8-1/4"T.O. MAINFND. WALLELEV.109'-0"T.O. FTG.ELEV.100'9'-118"2'-0"10'-0"HallFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED9'-11 8"1'-6"1'-6"TOP OFGARAGE WALLELEV.107'-8"3'-01 4"1'-6"10'-0"1291212TOP OFFOOTINGELEV.103'-8"1ST FLRSUBFLOORELEV.110'-8-1/4"WALL PLATEELEV.119'-9-3/8"T.O. FTG.ELEV.100'11'-538"10'-0"4'-0"A-51-20-21SECTIONSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216 INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TOSUMP BASKET.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" EXTERIOR SHEATHING18" FLOOR TRUSSESBLOCKING 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" 11 2"5,000 LB. FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYBOISE RIM BOARD1-1/8" OSB RIM BOARD(R-20)9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONFIRE RESISTANT FLOOR SYSTEM1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.BUILDING SECTION1A-6SCALE: 1/2" = 1'-0"GLUED AND NAILED10'-41 4"RIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES3) APPLY ABOVE GRADEFOUNDATION COATING1'-6"A-61-20-21SECTIONSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 17, 2021FEBRUARY 5, 20213MARCH 24, 20214APRIL 8, 20215APRIL 30, 20216 S1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.18'-3"±10'-3"± @ SIM.12'-118"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE)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.CONTINUOUS HEADER TO SUPPORTVERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-1012"±1'-1012"±COPYRIGHT HANSON GROUP, LLC 2021©DescriptionDateRevisionApril 5, 2021Project Number:Date:1.158S11Sheets: of13407 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.Print Name:License Number:Garrett Brunell5-7-2152600Date:Schmidt Residence18889 Ixonia AvenueLakeville, MNSigned: 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.MAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANYoungfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 55044SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.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. MAX.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE COVERED ENTRY IS CONSIDERED BY THE HANSON GROUP TO BE A PRIMARILY OPEN, NON-ESSENTIAL STRUCTUREAND IS EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED LEDGERTENSION AND POST UPLIFT CONNECTIONS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODELARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONS4S1FRAMING DETAILINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED 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 INNOTE 3, 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 CONCRETEPlan Updates5-7-211S1FRAMING DETAIL PORCH END WALL5NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.(3) PLY FLUSHBEAM BYSUPPLIER8'-0" SINGLE SHEET TYP.SIMPSON ABU66 POSTBASE w/ 58"Ø x 8"SIMPSON TITEN HDSCREW-IN ANCHOR6x6 POSTSEE HOUSE PLANSFOR CONCRETEPIER FOOTINGS TYP.CROSS HATCH AREAS INDICATES 716"OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO EXTERIORSIDES OF POSTS & 34" OR THICKERPLYWOOD OR OSB SHEATHINGAPPLIED TO INTERIOR SIDES OFPOSTS (NAIL SHEATHING AROUNDPERIMETER w/ (2) ROWS 8d NAILS @3" O.C. STAGGERED)716" OR THICKERPLYWOOD OR OSBSHEATHING APPLIEDTO EXTERIOR SIDESOF POSTSFLUSH BEAMPROVIDE LAYER/S OFPLYWOOD/OSB TOFLUSH OUT BEAM w/POST34" OR THICKERPLYWOOD OR OSBSHEATHING APPLIEDTO INTERIOR SIDES OFPOSTS (INSTALL PRIORTO JOISTS)1'-0"±1'-0"±NAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716"OR THICKER PLYWOOD OR OSBSHEATHING APPLIED TO EXTERIORSIDE OF STUDS(NAIL SHEATHING AROUNDPERIMETER w/ (2) ROWS 8d NAILS@ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON LSTA24 STRAP ON INSIDEFACE OF WALL (PROVIDE SPACERTO FLUSH OUT HEADER TO WALLSTUD THICKNESS)FASTEN TOP PLATETO HEADER w/ (2)ROWS 16d SINKERNAILS @ 3" O.C.(1) 2x6 BEARING STUD& (1) 2x6 FULL HEIGHTSTUD EACH END OFHEADERLOCATE PANEL JOINT WITHIN 2'-0"FROM CENTER OF HEADER HEIGHTAS REQ'D (2x SOLID BLOCKINGREQUIRED AT SHEATHING JOINT)(2) 2x6 BEARINGSTUDS MIN.LENGTH OF CONTINUOUS HEADERFASTEN KING STUDTO HEADER w/ (2)ROWS 16d SINKERNAILS @ 3" O.C.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALLPANELSLARGER HATCHED AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILING PATTERNFASTEN BOTTOM PLATEw/ (3) 516" x 5 18" GRK RSSMIN. (2) 9 12" LSL/LVLCONTINUOUS HEADER1'-0"±FASTEN STUDS TOBEAM w/ SIMPSONMSTC28 STRAPCENTER POST w/STANDARD POST BASE& CAP BY SUPPLIER1'-0"±BRACEDWALL LINE(5.25-FT)(3.25-FT)(2.25-FT)PROVIDE TOP & BOTTOM OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLBRACEDWALL LINE(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(3.5-FT)(3.5-FT)(3-FT)CONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1CONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1, SIM.BRACEDWALL LINE(4-FT)(4-FT)(5.25-FT)(6-FT)BRACED WALL LINE (4-FT)(4-FT) (10-FT)BRACED WALL LINE (4-FT) (6-FT)BRACED WALL LINE (5-FT) BRACED WALL LINE (5-FT)(5-FT)(5-FT)CONSTRUCTPORCH END WALLAS SHOWN IN 5/S1BRACEDWALL LINE(5.5-FT)(3.75-FT)(4-FT)(4-FT)PROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELS ALONGINDICATED PORTION OF WALLCONSTRUCTPORCH END WALLAS SHOWN IN 5/S14x4 CEDAR POST, BYSUPPLIERNAIL SHEATHING TOBEAM w/ 8d NAILS @3" O.C. EA. WAY TYP. FIRST FLOORTOTAL3,185 SF1,913 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,272 SF1,272 SF641 SFUNFINISHED200 AMP SERVICEWALKOUTGARAGE RIGHTSIDEWALK158 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,803 SF1,223 SFPRESERVE OF LAKEVILLELOT 3, BLOCK 1 18889 IXONIA AVENUEBRANDON & NANCY SCHMIDTHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E9'-6"F5'-0"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044G10'-0"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 SUPPLIER2018 BUILDING CODE2015 ENERGY CODECONCRETE APRON272 SFSCREENED PORCH-182 SFFRAMERS - 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 WALLSGARAGE DROPPED 16" ( 2 RISERS) SEE PLANSBOLT 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"A-02MudRoomCOVEREDENTRYCONC.6'-0" UP 3R UP 1R SIDEWALK 158 SF14'-0"17'-812"6'-0"RECESSED STEPGarage6'-6"14'-0"9'-212"8'-0"2'-0"See Sheet A-4for Conc. ApronSITE VERIFY - AS FEW STAIRSRECESSED AS POSSIBLE5'-2"1x6 CEDAR TRIM1x6 CEDAR TRIM1'-2"1'-4"ALUMINUM SOFFITROUGH CUT CEDARCEDAR COLUMNS3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 CEDAR TRIM ON FRONT1x2 ON EACH SIDESCALE: 3/4" = 1'-0"COLUMN #12 - CONCRETE PORCH6" CONC. WALLCONCRETE PORCHT.O. CONC.T.O. FTG.T.O. WALLELEV. 107'-0"A-01-20-21COVER SHEETSTONELEIGH RAMBLER GARAGE LEFT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214 SCALE: 1/4" = 1'-0"FRONT ELEVATION A-119'-0"9'-118"1ST FLRSUBFLOORELEV.110'-8-1/4"T.O. FND. WALLELEV.109'-0"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'WALL PLATEELEV.119'-9-3/8"12'-118"T.O. GARAGESLAB AT BACK WALLELEV.107'-8"1'-6"6" WINDOW& DOOR TRIM5-1/2" HARDIEFRIEZE BOARDBOARD & BATTEN12121'-6"FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.FOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERSCONCRETE STOOPRETURN BOARD &BATTEN ON BOTHSIDES OF ENTRY1ST FLRSUBFLOORELEV.110'-8-1/4"4'-0" WIDE RECESSEDSTEP IF MORE THAN ONE RISERSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES18'-0"1'-6"GARAGE PLATEELEV.119'-9-1/8"6'-1114"GARAGE DROPPED 16"FRONT , LEFT & BACKWALLS. (2 RISERS)7:121'-4"PITCH CHANGE5:12MATCH ROOF PITCHHARDIE ON ALL 4 SIDESTOP OF FTG.ELEV.103'-8"SHINGLES10'-0"10'-0" 10'-0"ADDRESS12" RAKE END OVERHANGBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE12" RAKE END OVERHANGBOARD & BATTEN9'-0" TALL FOUNDATION WALLSBOARD & BATTEN1212A-11-20-21FRONT ELEVATIONSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM/DZLAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 17, 2021FEBRUARY 5, 20213MARCH 24, 20214 A-2RIGHT ELEVATION3SCALE: 1/8" = 1'-0"A-2REAR ELEVATION1SCALE: 1/8" = 1'-0"A-2LEFT ELEVATION3SCALE: 3/16" = 1'-0"T.O. SLABELEV.100'-4"10'-41 4"9'-1-1/8"1ST FLRSUBFLOOR8'-0"GAS F.P.VENT1'-0"8'-0"T.O.SLABSTEP DOWN TOP OF FOUNDATIONWALL AND FOOTING AS GRADE DICTATESSTEP DOWN TOP OF FOUNDATIONWALL AND FOOTING AS GRADE DICTATES1'-6"1'-6"1'-0"1'-6"1277:121281288:1218" 6'-0" 18" 10'-0" 3"WALL PLATEELEV.119'-9-3/8"1ST FLRSUBFLOORELEV.110'-8-1/4"WALL PLATEELEV.119'-9-3/8"1ST FLRSUBFLOORELEV.110'-8-1/4"T.O. SLABELEV.100'-4"1'-6"12:121'-6"8'-0"1'-6"9'-11 8" 16'-3"12:12CRICKET121212:12GARAGE DROPPED 16"FRONT , LEFT & BACKWALLS. (2 RISERS)12912712MATCH15'-0"8:128:1212 ROOF VENTS12:1212:1212:1212:127:12 7:12 1'-6"12:1212:12A-2ROOF PLAN4SCALE: 3/16 = 1'-0"7:12 7:125:12 HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES8'-0"ROCKWELL EGRESS PIT4'-0"6'-0"40'-0"40'-0" 14'-0"65'-0"46'-0" 46'-0"46'-0"7:1212:126'-0"12512:1250'-0"20'-0"4'-0"A-21-20-21ELEVATIONSSTONELEIGH RAMBLER GARAGE LEFT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670WALKOUT1JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214 6'-0" X 6'-11" PATIO14'-0"20'-0"16'-0"8'-0"4'-0"7'-012"7'-5"12'-11"3'-1"2'-4"A(2) 2x10(2) 1-3/4" x 9-1/2" LSL(2) 1-3/4" x 9-1/2" LSL5'-6"(2) 36x60 MULLEDT.O. 8" WALL108'-4"8"x20" CONCRETEFOOTING - TYPICALT.O. FOOTINGELEV. 100'-0"Unexcavated4" CONC. SLABLINE OF FRAMINGROD & SHELFFURN.WATERHEATERMech.Room4" CONC. SLABSUMPBEARING WALLUnfinishedFlex Room4" CONC. SLABFinishedFamily RoomCARPET65'-0"13'-2"15'-10"22'-0"14'-0"1'-1012"26'-6" 22'-6" 8" 27'-6" 8'-1" 8'-0"6'-0"13'-4"UP 17R 18'-5"W.I.C.CARPET4'-9"3'-6"RAILINGOPEN ABOVE3'-6"3'-1012"7'-514"6'-10"157 SF18'-3" M.O.10'-3" M.O.2" LEDGET.O. WALL ATDOOR 107'-0"T.O. WALL AT DOOR107'-0"T.O. FOOTINGAT GARAGE103'-8"START SLAB AT TOPOF WALL AT BACK OFGARAGE(2) 1-3/4" X 11-7/8" LSL(2) 2x104" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDFLUSH8'-814"4'-734"6'-11"5,000 LB. FOOTINGSTRENGTH MIX32"28"3'-1012" 18" FLOOR TRUSSES SEE FLOOR TRUSS LAYOUTBASEMENT PLANA-31SCALE: 3/16" = 1'-0"A(2) 36x60 MULLED46'-0" 20'-0" 7'-6" 8'-0" 18'-6" 8'-0" 26'-0"FinishedBedroom #3CARPETFinishedHallCARPETFinishedBedroom #2CARPETFinishedHallCARPETCDCD107'-0"1A-510'-0" MIN. FTG. STEP 10'-0" MIN. FTG. STEP NO DRAINTILE AT WALKOUT WALL ONLY5'-0"T.O. 6"CURB107'-8"T.O. 2" LEDGE107'-0"T.O. FOOTINGAT GARAGEOUTSIDE OF FULLBASEMENT DIG103'-8"FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED2A-0Unexcavated4" CONC. SLABSSSROD & SHELFBEARING WALL5'-512"2'-93 4" 18'-6"(2) 11-7/8" LSL(2) 2x1032"FinishedBathVINYL48 SF (FLR)Fin.W.I.C.CARPET30"30" 28"28"28"SS7'-512"5'-31 2"3'-1014"9'-23 4"7'-834"9'-0" TALL FOUNDATION WALL18" FLOOR TRUSSES @ 19.2" O.C.6" CURB ON TOP OF FOOTINGSAT INTERIOR BEARING WALLS(TYP). TOP OF CURB FLUSHWITH TOP OF BASEMENT SLAB2x4 INTERIOR WALLS WITH AFINISHED BSMT.2'-0"VOID ALLOW FOR SEWER24" VOID TO36'-0"46'-0"1'-1012"1'-1012"1'-1012"4'-0"4'-0" 13'-11"30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOM9'-314"30x30x12 FOOTINGSW/ (3) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOM2" LEDGE107'-0"T.O. 8" WALL109'-0"T.O. FOOTING100'-0"T.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"EL. 96'-4"T.O. FTG.EL. 108'-4"T.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 108'-4"T.O. 8" WALLT.O. FTG.EL. 100'-0"2" BRICK LEDGE FORCONCRETE STOOP @ 107'-8"6"T.O. 6" CURB107'-8"GARAGE DROPPED 16"FRONT, LEFT & BACKWALL - (2 RISERS)T.O. 6"CURB107'-8"T.O. FOOTINGAT GARAGEOUTSIDE OF FULLBASEMENT DIG103'-8"EL. 100'-0"T.O. FTG.EL. 109'-0"T.O. 8" WALLEL. 96'-4"T.O. FTG.EL. 109'-0"T.O. 8" WALLEL. 100'-0"T.O. FTG.EL. 100'-4"T.O. 8" CONC.2'-0"VOIDWET BAR ROUGH-IN32" GARAGE SERV.DOOR ABOVE34-1/2" M.O.2'-3"48x60 FIX.(2) 2x10(2) 2x10(2) 2x10A6'-0"48x60 FIX.(2) 2x10A6'-0"4'-0"28"12'-1014"LINENDRYERSTACKINGWASHER/ROUGH-ININSTALLMUSTEE#14FM26'-5"WINDOW WELL # 664472ROCKWELL GRAY ELITEATTACH TO FOUNDATIONWALL.DO NOT POUR EGRESSWALLS OR FTGS.(2) 2x1060x42 SLIDERD66-1/2" M.O 3'-9"16'-01 4"(2) 2x1018" FLOOR TRUSSES SEE FLOOR TRUSS LAYOUT 18" FLOOR TRUSSES SEE FLOOR TRUSS LAYOUT 10'-0" 6'-0"ConcreteApronDRAINTRENCH4" SLEEVE DOWN18" FROM LEDGEFOR FLOOR DRAINSCREEN PORCH ABOVE14'-0" x 13'-0"BELOW GRADEBE A MIN. OF 42"ALL FOOTINGS TO 24" FLAIR AT BOTTOM6'-914"6'-914"234"234"234" 12'-914"28"1'-1034"9'-1"11'-5"4'-334"3'-113 4"DRAINTRENCH14'-0"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND396 SFROOM SIZESBEDROOM #2 & W.I.C.MECHANICALFLEX ROOM - UNFINISHEDSTAIRREC ROOMBEDROOM #3 & W.I.C.BATHTOTAL268 SF157 SF484 SF68 SF310 SF79 SF1,913 SFHALL & LINEN - FINISHED83 SFHALL TO FLEX - FINISHED61 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"A-31-20-21BASEMENT PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 202142-2x10 Trtd. Cont.3-2x102-9 1/2" LSL2-2x10 14'-0"STANDARD GASGAS FIREPLACE6'-0"(3)2X101/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x6 STUD WALLS @ 16" O.C. W/2x6 STUD WALLS @ 16" O.C. W/ (R=21)FIBERGLASS BATT INSULATION 4 MILPOLY VAPOR BARRIER & 1/2" GYP. BD.TYPICAL EXT. WALLINSIDE AND 1/2" SHEATHING - EXT.Garage4" CONCRETE SLAB PITCHEDTOWARDS TRENCH DRAINS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTSRO0F TRUSSES @ 24" O.C. (2) 2X10(3) 2x1048x18 FIX(2)2x6 BETWEEN48x72 FIXOVER48x18 FIX7'-5"36x72OVER36x18LOWER UNIT FIXED6'-0"KitchenWOODGreatRoomWOODVAULTED CEILING9'-1-1/8"CEILINGDiningWOOD13'-0"10" 8' HIGH SRO RO0F TRUSSES@ 24" O.C.RO0F TRUSSES @ 24" O.C.FoyerWOOD9'-1-1/8" CLG. HT.DN 16RRAILING (+42")RAILING (+42")GIRDER TRUSSGIRDER TRUSSOPEN TOBELOWRAILING (+42")MainBathVINYL33 SF (FLOOR)32"VAN.28"STUDYWOOD30"MasterBedroomWOODLIN.COVEREDENTRYCONC.8'-0" 46'-0"8'-0" 11'-534"2'-6"5'-912" 7'-9" 3'-11"3'-10" 18'-534"2'-4"5'-5"4'-3" 4'-3"10'-0"1'-534"8'-0" 23'-6" 4'-0"29'-0"13'-0"6'-0"3'-834"4'-1"65'-0"15'-0"4'-734"9'-1012"UP 3R UP 1R 10"7'-0"2'-2"4'-012"2'-6"13'-1"LEDGE 9'-1014"10'-0" 17'-734"PANELACCESSATTIC22x3020'-0"16'-0"3'-6"3'-6"3'-134"3'-134"1'-5"3'-412"3'-114"BBBFROM MAIN LEVEL 36X18 FIXED G2- 2 x 6 2-2x6(2)2X10B B2- 2 x 6CD(2)2X10 3'-41 2" 5'-0" (2) 2x10 36X18 FIXED (2) 2x10 5'-0" CLR 30x18 FIX(2) 2x6BETWEEN30x72 FIX OVER30x18 AWNING30x18 FIX(2) 2x6BETWEEN30x72 FIX OVER30x18 AWNINGSLIDE-IN3'-534"60" DRYWALLOPENING TO1'-0"A6'-6"(2) 2x10(2) 36x60 MULLEDWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.48x66 FIX36x66 SH36x66 SH2-2x62-2x6B(3) 2x10PLATE HT. 9'-1-/8"12'-1-1/8" WALLS15'-0"2'-0"FULL HT.4'-734"5'-1112"9'-1014"CEILING13'-3"4'-9"4'-734"ROD & SHELFR & S1A-530"28"START VAULT 9'-3"5'-2"5'-2"9'-0"4'-158"DW36"x 97"ISLANDTOP SIZE 62"x111"SSSSSTART VAULT46'-0"15'-0"36" 36" 24243'-8"1'-6"3'-1012" 28"28" PKTW.I.C.WOOD7'-6" VANITYCT WALLS& BASE28"4'-334" SHOWER DOOR 3'-11"12'-734" 16'-73 4" 28" FRAMELESS 10"5'-1134"5'-0" BENCH 36x604'-2"4'-614"A(2) 2x1016'-0"CDS50'-0"14'-0"CABINETDOORSVAULT9:12VAULT9:12RO0F TRUSSES @ 24" O.C. 8'-0" 11'-7"8'-2"19'-914"MasterBathVINYL70 SF (FLR)4' -2"HallWOOD22'-6"18'x8' O.H. DOOR(2) 1-3/4" x 11-7/8" LSL CONT. HEADER4'-0"14'-0"36'-0"SCALE: 3/16" = 1'-0"FIRST FLOOR PLAN - AA-4110'-0"2'-0"2'-0"18'-0"2'-0"PORTAL FRAME22'-0"2'-0"GIRDER TRUSSRO0F TRUSSES@ 24" O.C.32" SERV.DOOR10'x10' O.H. DOOR(2) 9-1/2"LSL10'-0" 10'-0" 6'-0"ConcreteApronMudRoomVINYL9'-1-1/8" CLG. HT.(3)2x1032"1'-0"1'-6"PantryWOODDRYERSTACKINGWASHER/36" DRYWALL OPENING (+96") 5'-0" BENCH 36x60(2) 2x105 RISERS3'-4"9'-034" 4'-514" 2'-0" 1'-0"3'-8"28"28 " ROD & SHELF 70" REF.36" DUALFUEL RANGE OVENCOLUMNVENTHOODPOTFILLER RECYCLE32"x 6'-11"ANDERSEN200 SERIESB(2) 2x1060 x 66 FIXED6'-3"DOORLINENCABINET4'-9"28"INSULATE WALLS& CEILING COMPLETEWOODFORD HOT/COLD SILLCOCKLAUNDRY TUB ROUGH-INGARAGE HEATER*72 x 48 FIXED(2) 36x18 AWN.BELOW72 x 48 FIXED(2) 36x18 AWN.BELOW24"24"DRAINTRENCHDRAINTRENCHSCREENED PORCH14'-0" x 13'-0"SEE PORCH PLANS FOR DETAILS13'-0" VAULT 4:12 VAULT 4:12CLOSET SHELVINGBY HOMEBUYERAFTER CLOSING5'-512"10'-212"234" 9'-81 4"ROUGH-INGARAGE HEATERSITE VERIFY - AS FEW STAIRSRECESSED AS POSSIBLE2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFINISHED ROOM SIZESSTUDY - WOODMAIN BATH - VINYLHALL (BY STAIRS) - WOODGREAT ROOM - WOODKITCHEN / PANTRY & DINING - WOOD154 SF51 SF50 SF329 SF306 SFMASTER BEDROOM - WOOD223 SFMASTER BATH - VINYL128 SFMUD ROOM - VINYL58 SF90 SFMASTER W.I.C. - WOOD44 SFHALL / LAUNDRY - VINYLFOYER & CLOSET - WOOD120 SFSTAIRS - CARPET67 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"E9'-5" OFF LANDINGF5'-0"G10'-0"BE FIELD MEASURED BY TRUSS SUPPLIERHEADERS:TRUSS DESIGN BY MFG. TRUSSES NOTEDWITH DIMENSIONS TO BE VERIFED SHALLALL HEADERS ARE (2) 2x10 TYPICAL UNLESSNOTED OTHERWISE ON PLANS.TRUSSES:GREAT ROOM WINDOWS(2) 2x6A-41-20-21FIRST FLOOR PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 202142-2x10 Cont.3-2x65x5 PSLGirder Truss3-2x63-2x62-2x102-2x10 Cont.5x5 PSL5x5 PSL2-11 7/8" LVLNo beamCantilever roof2-2x102 Trimmers3-9 1/2" LSL5x5 PSL Trimmer2-2x102-2x10 GREAT ROOM WINDOWS(2) 2x610'-0"Kitchen16'-23 4" 9'-11 8" 3'-21 4"6'-312"LINE OFLINE OFFIREPLACESTONE4'-8"FIREPLACE / ENTERTAINMENT CENTERSCALE: 3/8" = 1'-0"1'-5"STONE1'-434"1'-434"6'-0"6'-0"3'-6" 1'-5"6'-312"3'-412"3'-112"2"5'-834"5'-834"9'-11 8" 8'-0" 2'-0"A-01LINE OF MANTLESTANDARD BOX MANTLEEDGE TO EDGE ON SHEETROCK3'-6"5'-834"5'-834"A-41-20-21FIRST FLOOR PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214 (3) 2x10(1) 2x10 (1) 2x10BELOW GRADEBE A MIN. OF 42"ALL FOOTINGS TO 24" FLAIR AT BOTTOM(2) 2x10 14'-0"x13'-0" Screened Porch13'-0" 12'-91 4"6'-914"6'-914"234"234"23 4"14'-0"7'-012"(2) 36x60 MULLEDFinishedBedroom #21FOOTING PLAND-1SCALE: 3/8" = 1'-0"HOLDER REQUIRED TOANCHOR STRAP OR POSTSLOPE TOP OF PIERCONCRETE PIER FOOTING1'-6"512"POST6x6 DECK SUPPORT4'-0"1'-0"FLARE BOTTOM OF FOOTINGTO A MINIMUM DIAMETER OF 18"CONNECT POST TO FOOTINGPOST & PIER DETAILSCALE: 3/4" = 1'-0"2D-1WRAP POST IN AZEK(3) 2x10(2) 2x10 - DECK (2) 2x10 - DECK 2x10 DECK LEDGER2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATEDTREX DECKING3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATEDAZEK SKIRT BOARD2x10 DECK JOISTS @ 16" O.C.DECKING SHOULD BE DOWN4" FROM THE FIRST FLOOR14'-0"x13'-0" Screened Porch(2) 11-7/8" LSL HEADER ABOVE (2) 11-7/8" LSL HEADER ABOVEROOF TRUSSES @ 24" O.C.4:12 INTERIOR VAULT14'-0"2'-4"5'-5"32"x 6'-11"ANDERSEN200 SERIES(2) 2x1060x66 FIXEX6'-3"DOOR1FRAMING PLAND-2SCALE: 3/8" = 1'-0"Dining8:12 EXTERIOR VAULTT.O. DECKING3'-0" 312"T.O. RAILINGALUMINUM PICKETSPOST CAPALMUMINUM POSTSBOLTPOSTALUMINUM TOP RAIL4"ALUMINUM BOTTOM RAIL6X6 POSTS(3) 2x12 BEAMSFLUSH AT CORNER3RAILING DETAILSD-2SCALE: 1/2" = 1'-0"4" SPHERE CANNOT PASS6'-0"MAX SPAN CENTER TO CENTERPOST AT DECK RAILINGWESTBURY C10 RAILINGWRAP POST IN AZEKELEV. 110'-8-1/8"1ST FLOOR1'-6" 3 4"BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)18" FLOOR TRUSSES2x10 JOISTS @ 16" O.C.2x10 DECK LEDGERDTT1Z DECK TENSION TIEDECK LEDGER HANGER4"2LATERAL LOAD CONNECTION DETAILD-2SCALE: 3/4" = 1'-0"BOLT THROUGH BLOCKING18" LVL FOR LEDGER BACKING13'-0"SCREENED PORCHALL FOOTINGS TO BE A MIN. OF 42"BELOW GRADEEXISTING HOUSE9'-118"(2) 2x10'SROOF VENTS = 1/300 SQ. FT.6x6 POSTSROOF TRUSSES @ 24" O.C.SHINGLES15# FELT1/2" ROOF SHEATHINGSCALE: 1/4" = 1'-0"SECTIOND--31(2) 2x12"S3'-0"(2) 1-3/4" x 11-7/8" LSLCUT BEAM INTO WALL& BLOCK TO FND.LAG & FLASH @ DECK LEDGERUSE APPROVED HANGERSFOR ACQ LUMBERICE & WATER SHEILD REQUIREDPOST TO BEAMCONNECTION REQUIREDPOST TO FOOTINGCONNECTION REQUIREDELEV. 110'-8-1/4"1ST FLOOR1ST FLOOR91 2"PORCH DECKING SHOULD BEDOWN 4" FROM THE FIRST FLOOR1'-0"4"X4" CEDAR POST1x6 COLORPLUS TRIM@ BEAM1x6 T & G VAULTED CEILING4"X4" CEDAR POST4"X4" CEDAR POST12812:12WESTBURY C-10 RAILINGSCREENWESTBURY C-10 RAILINGSCREENWESTBURY C-10 RAILINGSCREENAZEK SKIRT BOARDWRAPPED IN AZEKA-41-20-21FIRST FLOOR PLANSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 202118889 IXONIA AVENUELOT 3, BLOCK 1PRESERVE OF LAKEVILLE14' x 13' SCREENED PORCHFEBRUARY 5, 20213MARCH 24, 20214 CUSTOM HOMEA-51SCALE: 1/4" = 1'-0"BUILDING SECTION - CUSTOMR-49 ROOF INSULATION9TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFVAULTED GREAT ROOM ROOFW.I.C.MasterBathPantryMechanical / StorageRoomFoyer10'-41 4"PLATE W/ SILL SEAL INSUL. &3/8" ANCHOR BOLTS @ 6'-0" O.C.9'-0" WALLS - (1) 2x6 TOP PLATE PRESSURE TREATED 2x6 SILLTO BOTTOM OF SIDINGOF 6" FROM GRADEMAINTAIN A MIN. CL.8" x 20" CONC. FTG'S4" CONCRETE SLABTYPICALTYPICAL STAIR CONSTRUCTION NOTES:* 6'-10" MINIMUM HEADROOM* (3) 11-7/8" STAIR STRINGERS W/* 11" TREADS* PROVIDE 36" HIGH HANDRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 34" MAX. NOSING 1-1/4"3'-758"6'-858"13'-3"9'-17 8"18" FLOOR TRUSSES @ 19.2" O.C.8'-91 2" 1'-63 4" 9'-0"5,000 LB. FOOTINGSTRENGTH MIXRAILING (+42")RAILING (+42")1ST FLRSUBFLOORELEV.110'-0-1/4"T.O. MAINFND. WALLELEV.109'-0"T.O. FTG.ELEV.100'9'-118"2'-0"20'-0"HallFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED9'-11 8"1'-6"1'-6"TOP OFGARAGE WALLELEV.107'-8"1'-4" 3'-01 4"1'-6"10'-0"1291212TOP OFFOOTINGELEV.103'-8"1ST FLRSUBFLOORELEV.110'-8-1/4"WALL PLATEELEV.119'-9-3/8"T.O. FTG.ELEV.100'12'-13 8"A-51-20-21SECTIONSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 19, 2021FEBRUARY 5, 20213MARCH 24, 20214 INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TOSUMP BASKET.9'-0" WALLS - (1) 2x6 TOP PLATE 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" EXTERIOR SHEATHING18" FLOOR TRUSSESBLOCKING 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" 11 2"5,000 LB. FOOTINGSTRENGTH MIX2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITYBOISE RIM BOARD1-1/8" OSB RIM BOARD(R-20)9'-0" WALLS - (1) 2x6 TOP PLATE 1/2" ANCHOR BOLTSPLATE W/ SILL SEAL INSUL. &PRESSURE TREATED 2x6 SILLSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTIONFIRE RESISTANT FLOOR SYSTEM1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2"FOAM AT FULL BASEMENT & 4' FROSTFOOTINGS.BUILDING SECTION1A-6SCALE: 1/2" = 1'-0"GLUED AND NAILED10'-41 4"RIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVES3) APPLY ABOVE GRADEFOUNDATION COATING1'-6"A-61-20-21SECTIONSTONELEIGH RAMBLER GARAGE RIGHT 3 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC6276701JANUARY 27, 20212FEBRUARY 17, 2021FEBRUARY 5, 20213MARCH 24, 20214 Main Level Member Name Results Current Solution Comments Great Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Dining Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Master Bedroom Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 10' Garage Door Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 18' Garage Door Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Mud Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Foyer Entry Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Study Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Lower Level Member Name Results Current Solution Comments Family Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Family Patio Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #2 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #3 Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mech Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Hall Door Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Stairs (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 18889 Ixonia Ave, Lakeville, MN (2) JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 1 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1093 @ 2' 9"3825 (3.00")Passed (29%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)341 @ 3' 7 3/4"2872 Passed (12%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-370 @ 2' 9"3946 Passed (9%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.001 @ 4' 10 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.002 @ 4' 10 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"148 113 261 None 2 - Trimmer - SPF 3.00"3.00"1.50"666 427 1093 None 3 - Trimmer - SPF 3.00"3.00"1.50"666 427 1093 None 4 - Trimmer - SPF 1.50"1.50"1.50"148 113 261 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 9" o/c Bottom Edge (Lu)9' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 9"N/A 7.0 -- 1 - Uniform (PLF)0 to 9' 9"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Window Rear 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 2 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)419 @ 0 1913 (1.50")Passed (22%)--1.0 D + 1.0 S (All Spans) Shear (lbs)176 @ 10 3/4"2872 Passed (6%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)323 @ 1' 6 1/2"3946 Passed (8%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.001 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.002 @ 1' 6 1/2"0.154 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •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"258 162 420 None 2 - Trimmer - SPF 1.50"1.50"1.50"258 162 420 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PLF)0 to 3' 1"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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 Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 3 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)748 @ 1 1/2"3825 (3.00")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)470 @ 1' 1/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)937 @ 2' 9"3946 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.006 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.017 @ 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"1.50"459 289 748 None 2 - Trimmer - SPF 3.00"3.00"1.50"459 289 748 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 7.0 -- 1 - Uniform (PLF)0 to 5' 6"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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 Rear 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 4 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3670 @ 3' 3"3825 (3.00")Passed (96%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)1107 @ 4' 1 3/4"2872 Passed (39%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-1288 @ 3' 3"3946 Passed (33%)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"374 724 1098 None 2 - Trimmer - SPF 3.00"3.00"2.88"1330 2341 3671 None 3 - Trimmer - SPF 3.00"3.00"2.88"1330 2341 3671 None 4 - Trimmer - SPF 1.50"1.50"1.50"374 724 1098 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 7.0 -- 1 - Uniform (PSF)0 to 10' 9"15' 6"20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 5 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1228 @ 1 1/2"3825 (3.00")Passed (32%)--1.0 D + 1.0 S (All Spans) Shear (lbs)957 @ 1' 2 1/4"3493 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3150 @ 5' 4 1/2"5306 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.077 @ 5' 4 1/2"0.350 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.125 @ 5' 4 1/2"0.525 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"476 752 1228 None 2 - Trimmer - SPF 3.00"3.00"1.50"476 752 1228 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 8.6 -- 1 - Uniform (PSF)0 to 10' 9"4'20.0 35.0 Snow - Garage Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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, 10' Garage Door 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 6 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2598 @ 1 1/2"7613 (3.00")Passed (34%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2255 @ 1' 2 7/8"9081 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)11856 @ 9' 4 1/2"20525 Passed (58%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.296 @ 9' 4 1/2"0.617 Passed (L/751)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.781 @ 9' 4 1/2"0.925 Passed (L/284)--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"1614 984 2598 None 2 - Trimmer - SPF 3.00"3.00"1.50"1614 984 2598 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' o/c Bottom Edge (Lu)18' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 18' 9"N/A 12.1 -- 1 - Uniform (PLF)0 to 18' 9"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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, 18' Garage Door 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 7 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2900 @ 1 1/2"3825 (3.00")Passed (76%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1208 @ 1' 1/4"2872 Passed (42%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2188 @ 1' 9"3946 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.010 @ 1' 9"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.015 @ 1' 9"0.162 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"2.27"1062 1838 2900 None 2 - Trimmer - SPF 3.00"3.00"2.27"1062 1838 2900 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 6"30'20.0 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 3/24/21. 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, Mud Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 8 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14178 @ 6' 6 1/2"19983 (5.25")Passed (71%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2052 @ 1' 1/2"11854 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4609 @ 3' 4"17977 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 4"0.214 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.072 @ 3' 4"0.321 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"1119 1867 2986 None 2 - Trimmer - SPF 5.25"5.25"3.72"6044 8135 14179 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 10" o/c Bottom Edge (Lu)6' 10" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 10 1/4"N/A 15.6 -- 1 - Uniform (PSF)0 to 6' 10 1/4"16'20.0 35.0 Snow - Main 2 - Point (lb)6' 8"N/A 4862 6163 Linked from: GT2 - Great (V), Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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, Foyer Entry Door 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 9 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)884 @ 1 1/2"3825 (3.00")Passed (23%)--1.0 D + 1.0 S (All Spans) Shear (lbs)606 @ 1' 1/4"2872 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1328 @ 3' 3"3946 Passed (34%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.013 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.034 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"543 341 884 None 2 - Trimmer - SPF 3.00"3.00"1.50"543 341 884 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 (PLF)0 to 6' 6"N/A 160.0 105.0 Snow - Gable End Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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, Study Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 10 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1730 @ 0 1913 (1.50")Passed (90%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1096 @ 3' 4 1/4"2498 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1855 @ 2' 1 3/4"3431 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.011 @ 2' 1 3/8"0.142 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.022 @ 2' 1 7/16"0.213 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 Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"880 850 236 1966 None 2 - Trimmer - SPF 1.50"1.50"1.50"877 850 244 1971 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 Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 ---- 1 - Uniform (PSF)0 to 4' 3"10'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 4' 3"N/A 90.0 --Wall - Main 3 - Uniform (PLF)0 to 3' 6"N/A 160.0 -105.0 Snow - Gable End 4 - Point (lb)3' 6"N/A 148 -113 Linked from: Great Window Rear, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 11 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2780 @ 1 1/2"5738 (3.00")Passed (48%)--1.0 D + 1.0 L (All Spans) Shear (lbs)2116 @ 1' 1/4"3746 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3926 @ 3' 3"5147 Passed (76%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.033 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.068 @ 3' 3"0.313 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 Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1480 1300 427 3207 None 2 - Trimmer - SPF 3.00"3.00"1.50"1480 1300 427 3207 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 ---- 1 - Uniform (PSF)0 to 6' 6"10'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main 3 - Point (lb)1' 3"N/A 666 -427 Linked from: Great Window Rear, Support 2 4 - Point (lb)5' 3"N/A 666 -427 Linked from: Great Window Rear, 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 3/24/21. 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 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 12 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4571 @ 1 1/2"7613 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3133 @ 1' 1/2"6872 Passed (46%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)6646 @ 3' 7/8"10422 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.093 @ 3' 2 7/8"0.208 Passed (L/809)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.150 @ 3' 2 5/8"0.313 Passed (L/499)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.80"1841 2730 389 4960 None 2 - Trimmer - SPF 3.00"3.00"1.65"1450 2730 136 4316 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 6"14'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main 3 - Uniform (PSF)0 to 6' 6"7'10.0 40.0 -Floor - Deck 4 - Uniform (PLF)0 to 2' 3"N/A 160.0 -105.0 Snow - Gable End 5 - Point (lb)2' 3"N/A 459 -289 Linked from: Dining Window Rear, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 13 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4916 @ 1 1/2"7613 (3.00")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4342 @ 1' 1/2"7902 Passed (55%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)5775 @ 3' 3 7/8"11985 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.078 @ 3' 3 1/16"0.208 Passed (L/963)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.139 @ 3' 3 1/16"0.313 Passed (L/538)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.94"2161 1300 2372 5833 None 2 - Trimmer - SPF 3.00"3.00"1.90"2126 1300 2310 5736 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 6" o/c Bottom Edge (Lu)6' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 6"10'15.0 40.0 -Floor - Main 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main 3 - Point (lb)1' 1"N/A 1330 -2341 Linked from: Master Bedroom Window, Support 2 4 - Point (lb)5' 4"N/A 1330 -2341 Linked from: Master Bedroom 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 3/24/21. 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 #3 Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 14 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1813 @ 0 1913 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans) Shear (lbs)759 @ 10 3/4"2498 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1397 @ 1' 6 1/2"3431 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.006 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 1' 6 1/2"0.154 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"502 1310 1812 None 2 - Trimmer - SPF 1.50"1.50"1.50"502 1310 1812 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"21' 3"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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, Mech Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 15 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1177 @ 0 1913 (1.50")Passed (62%)--1.0 D + 1.0 L (All Spans) Shear (lbs)493 @ 10 3/4"2498 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)907 @ 1' 6 1/2"3431 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.004 @ 1' 6 1/2"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.006 @ 1' 6 1/2"0.154 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"329 848 1177 None 2 - Trimmer - SPF 1.50"1.50"1.50"329 848 1177 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 1" o/c Bottom Edge (Lu)3' 1" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 1"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 1"13' 9"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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, Hall Door 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 16 / 17 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8052 @ 13' 4"8881 (3.50")Passed (91%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3560 @ 12' 2 3/8"8590 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-8929 @ 13' 4"15953 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.226 @ 6' 3 13/16"0.325 Passed (L/691)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.308 @ 6' 3 5/16"0.650 Passed (L/506)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •-347 lbs uplift at support located at 20' 1 3/4". Strapping or other restraint may be required. • 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 - Plate on concrete - SYP 5.50"5.50"1.54"864 2191/-83 3055/- 83 Blocking 2 - Column - SPF 3.50"3.50"3.17"2323 5729 8052 None 3 - Column - SPF 5.50"5.50"1.50"426 1861/-773 2287/- 773 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 10" o/c Bottom Edge (Lu)12' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 20' 5 3/4"N/A 13.0 -- 1 - Uniform (PSF)0 to 13' 4" (Front)9' 6"15.0 40.0 Floor - Main 2 - Uniform (PSF)13' 4" to 20' 5 3/4" (Front)13' 6"15.0 40.0 Floor - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by plan dated 3/24/21. 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 (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 4/9/2021 10:43:59 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.1, Engine: V8.1.6.2, Data: V8.0.1.0 File Name: 18889 Ixonia Ave, Lakeville, MN (2) Youngfield 18889 Ixonia Ave, Lakeville, MN 4/1/21; #24750.2 Page 17 / 17 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 18889 Ixonia Ave Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Monday, March 15, 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:Monday, March 15, 2021 Client Name:Country Joe Homes Client Address:18889 Ixonia Ave Client City:Lakeville, MN 55044 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:1,121 CFM Per Square ft.:0.293 Square ft. of Room Area:3,826 Square ft. Per Ton:1,486 Volume (ft³):20,896 Building Loads Total Heating Required Including Ventilation Air:60,754 Btuh 60.754 MBH Total Sensible Gain:24,976 Btuh 81 % Total Latent Gain:5,927 Btuh 19 % Total Cooling Required Including Ventilation Air:30,903 Btuh 2.58 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\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 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 98 CFM 52 CFM Infiltration Actual:0.196 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 20,896 X 20,896 4,095 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:68 CFM 0 CFM Total Building Ventilation:70 CFM 70 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 (98 CFM), Construction: Average Summer Infiltration Specified:0.150 AC/hr (52 CFM), Construction: Average C:\Users\Slykke\Desktop\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 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 2.58 1,486 3,826 24,976 5,927 30,903 60,754 686 1,121 1,121 System 1 2.58 1,486 3,826 24,976 5,927 30,903 60,754 686 1,121 1,121 12x16 Ventilation 1,046 1,727 2,773 6,500 Return Duct 0 0 0 3,038 Humidification 3,248 Zone 1 3,826 23,930 4,200 28,130 47,969 686 1,121 1,121 12x16 1-Lower Level 1,913 7,006 1,600 8,606 17,241 246 328 328 3--7 2-Main Level 1,913 16,924 2,600 19,524 30,728 439 793 793 8--7 C:\Users\Slykke\Desktop\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 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 0.1 409.4 246 328 328 3--7 2-Main Level Built-In 0 750 0.01 0.1 370.8 439 793 793 8--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 840.8 686 1,121 1,121 12x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:686 Cooling Flow:1121 C:\Users\Slykke\Desktop\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 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-445 11,229 0 8,975 8,975 4agdoor: Glazing-63 1,590 0 1,059 1,059 11G: Door-Wood - Panel, U-value 0.54 42 1,973 0 567 567 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 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 1264 5,498 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 1701 9,619 0 1,063 1,063 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 1913 3,661 0 2,062 2,062 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 1913 4,494 0 0 0 Subtotals for structure:38,594 0 13,878 13,878 People:4 800 920 1,720 Equipment:3,400 5,400 8,800 Lighting:1000 3,410 3,410 Ductwork:6,075 0 0 0 Infiltration: Winter CFM: 68, Summer CFM: 0 6,337 0 0 0 Ventilation: Winter CFM: 70, Summer CFM: 70 6,500 1,727 1,046 2,773 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 8.86 gal/day :3,248 0 0 0 AED Excursion:0 0 322 322 Total Building Load Totals:60,754 5,927 24,976 30,903 Check Figures Total Building Supply CFM:1,121 CFM Per Square ft.:0.293 Square ft. of Room Area:3,826 Square ft. Per Ton:1,486 Volume (ft³):20,896 Building Loads Total Heating Required Including Ventilation Air:60,754 Btuh 60.754 MBH Total Sensible Gain:24,976 Btuh 81 % Total Latent Gain:5,927 Btuh 19 % Total Cooling Required Including Ventilation Air:30,903 Btuh 2.58 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\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 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:1,913.0 sq.ft.Supply Air:328 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.3 AC/hr Volume:15,304 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:25 CFM Runout Air:109 CFM Percent of Supply.:8 % Runout Duct Size:7 in.Actual Summer Vent.:20 CFM Runout Air Velocity:409 ft./min.Percent of Supply:6 % Runout Air Velocity:409 ft./min.Actual Winter Infil.:12 CFM Actual Loss:0.085 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 50 X 8 - Abv. grade U-value 0.083 400 0.050 4.4 1,740 0.0 0 0 E -Wall-15B0-10sf-8 54 X 8 - Abv. grade U-value 0.083 432 0.050 4.4 1,879 0.0 0 0 S -Wall-12F-0bw 50 X 8 258 0.065 5.7 1,459 0.6 0 161 W -Wall-15B0-10sf-8 54 X 8 - Abv. grade U-value 0.083 432 0.050 4.4 1,879 0.0 0 0 S -Gls-4a shgc-0.28 0%S (2)40 0.290 25.2 1,010 16.8 0 672 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 S -Gls-4a shgc-0.28 0%S (4)60 0.290 25.2 1,512 16.8 0 1,008 Floor-21A-20 1 X 1913 1913 0.027 2.3 4,494 0.0 0 0 Subtotals for Structure:15,033 0 2,547 Infil.: Win.: 12.0, Sum.: 0.0 400 2.790 1,116 0.000 0 0 Ductwork:1,092 0 AED Excursion:94 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:17,241 1,600 7,006 C:\Users\Slykke\Desktop\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 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:1,913.0 sq.ft.Supply Air:793 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.8 AC/hr Volume:17,217 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:8 Actual Winter Vent.:45 CFM Runout Air:99 CFM Percent of Supply.:6 % Runout Duct Size:7 in.Actual Summer Vent.:50 CFM Runout Air Velocity:371 ft./min.Percent of Supply:6 % Runout Air Velocity:371 ft./min.Actual Winter Infil.:56 CFM Actual Loss:0.070 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 50 X 9 363 0.065 5.7 2,053 0.6 0 227 E -Wall-12F-0bw 54 X 9 406.5 0.065 5.7 2,299 0.6 0 254 S -Wall-12F-0bw 50 X 9 265.5 0.065 5.7 1,501 0.6 0 166 W -Wall-12F-0bw 54 X 9 408 0.065 5.7 2,307 0.6 0 255 N -Door-11G 6 X 7 42 0.540 47.0 1,973 13.5 0 567 W -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Gls-4a shgc-0.28 100%S (3)45 0.290 25.2 1,134 9.3 0 420 E -Gls-4a shgc-0.28 0%S 18 0.290 25.2 454 30.2 0 544 E -Gls-4a shgc-0.28 0%S (3)13.5 0.290 25.2 342 30.2 0 408 E -Gls-4a shgc-0.28 0%S (2)48 0.290 25.2 1,212 30.3 0 1,452 S -Gls-4a shgc-0.28 0%S (4)15 0.290 25.2 380 16.8 0 252 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 (2)12 0.290 25.2 302 16.8 0 202 S -Gls-4a shgc-0.28 0%S 24 0.290 25.2 606 16.8 0 403 S -Gls-4agdoor shgc-0.28 0%S 21 0.290 25.2 530 16.8 0 353 S -Gls-4a shgc-0.28 0%S 27.5 0.290 25.2 694 16.8 0 462 S -Gls-4a shgc-0.28 0%S (2)33 0.290 25.2 832 16.8 0 554 S -Gls-4a shgc-0.28 0%S 22 0.290 25.2 555 16.8 0 370 W -Gls-4a shgc-0.28 0%S (2)48 0.290 25.2 1,212 30.3 0 1,452 W -Gls-4a shgc-0.28 0%S (2)9 0.290 25.2 228 30.2 0 272 UP-Ceil-16B-44 1913 X 1 1913 0.022 1.9 3,661 1.1 0 2,062 Subtotals for Structure:23,561 0 11,331 Infil.: Win.: 56.2, Sum.: 0.0 1,872 2.789 5,221 0.000 0 0 Ductwork:1,946 0 AED Excursion:228 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:2,200 3,200 Lighting:500 1,705 Room Totals:30,728 2,600 16,924 C:\Users\Slykke\Desktop\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 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 1,913 17,241 246 3-7 409 7,006 1,600 328 328 2 Main Level 1,913 30,728 439 8-7 371 16,924 2,600 793 793 Ventilation 6,500 1,046 1,727 Humidification 3,248 Return Duct 3,038 0 0 System 1 total 3,826 60,754 686 24,976 5,927 1,121 1,121 System 1 Main Trunk Size:12x16 in. Velocity:841 ft./min Loss per 100 ft.:0.103 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.58 81% / 19%24,976 5,927 30,903 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\18889 Ixonia Ave.rh9 Monday, March 15, 2021, 8:53 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 3/15/2021 Mailing Address of the Dwelling or Dwelling Unit City 18889 Ixonia Ave 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 BA13NA036 Interlocked with exhaust device.Describe: Rating or Size Input in BTUS: 80,000 Capacity in Gallons: 100 Output in Tons: 3 Other, describe: Efficiency AFUE or HSPF% 92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 60,754 24,976 30,903 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 04/21/21XKP