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HomeMy WebLinkAboutLA184728 19005 Inndale Dr Permit PackCANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION FIRST FLOORTOTAL4,861 SF1,546 SF-GARAGEBASEMENTFLOOR AREAFINISHED-1,313 SF896 SF235 SFUNFINISHEDSECOND FLOOR (A & B)2,002 SFSIDEWALK146 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,431 SF860 SFCOVERED PORCH-196 SF200 AMP SERVICEGARAGE RIGHTWALKOUTPRESERVE OF LAKEVILLELOT 1, BLOCK 519005 INNDALE DRIVENOTED 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 SUPPLIERMODEL HOME2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDBRACED WALL REQUIREMENTS(FULL SHEET OF SHEATHING)LAKEVILLE, 550442018 BUILDING CODE2015 ENERGY CODEHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"ALLOW FOR LARGER TRIMGAS FIREPLACE2'-1018"5'-838"17'-434"5'-838"1'-3"1'-3"3'-6"2'-1014"9'-118" 3'-21 4"6'-0"2'-1018"LINE OFLINE OFFIREPLACESHEETROCK4'-51 8"4'-8" 4'-8"2'-1014"1ST FLOOR FIREPLACE / ENT. CENTERSCALE: 1/4" = 1'-0"GreatRoomWOODSHEETROCK1'-5"NO HEARTHTILE18'-5"2X6 WALL2X4 WALL6"BUILT-INBUILT-IN2'-1014"2'-1014"18'-5"5'-1018"9"(2)24x24 FIXEDMULLEDB5'-1018"3'-412"(2) 2x10(2)24x24 FIXEDMULLEDB(2) 2x101'-5"5'-838"1'-3"3'-6"1'-3"5'-838"3'-414"8'-0"LINE OF MANTLESTANDARD BOX MANTLEEDGE TO EDGE ON SHEETROCKMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"SIDEWALK 146 SF4'-0"13'-6"26'-1012"CONCRETE4'-0" 4'-0"GaragePorch30x24FIXEDFRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETEPORCH & DECK LEDGERSCOUNTRY JOE SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-11'-8" FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9" = R-23 6" ROUND PIPET.O. RIM6x6 POST12" CONC. PIER2'-0"T.O. FTG.VARIES1'-714"T.O. WALL2 X 10 DROPPEDHEADER2x8 DECK JOIST1x6 LP TRIM1x LP TRIM1'-6"1'-6"ALUMINUM SOFFITCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDE1'-2"34"ELEV. 108'-4"1'-0"SCALE: 1/2" = 1'-0"COLUMN #22 - WOOD PORCH5/4" CEDARDECKING24" WIDE SOFFIT10" TALL10"8-14-20A-0COVER SHEETOAKHILL 4 BEDROOM TWO STORY GARAGE LEFT LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ORIGINAL DESIGN WORK BY: Dave.Zweber@DavidCharlezDesigns.com Tel: 952.428.8200 David C. Zweber David Charlez Designs/ PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode10/01/2020dmathews 18" RAKE AT GABLES ONTHE FRONT OF HOUSE9'-0"9'-1018"1'-218"9'-118"1'-634"8'-118"10'-778"4"1ST FLRSUBFLOORELEV.110'-2-1/8"T.O. MAINFND. WALLELEV.109'-0"2ND FLR.SUBFLOORELEV.121'-0"T.O. SLABELEV.100'-4"T.O. FTG.ELEV.100'16129:124.5:124:1210:1210:124:121'-0"1'-0"1'-6"1'-6"11'-0"11'-0"3'-9-5/8"THIS RIDGE HEIGHT SETS THE HEIGHT FORTHE MAIN 10:12 PITCH RIDGE LINE1'-0"1'-0"1'-0"1ST FLRSUBFLOORELEV.110'-2-1/8"9'-11 8"TOP OF PLATE6"1'-0"8" HARDIE TRIMFRIEZE7'-0"WOODPORCH& STEPSSCALE: 1/4" = 1'-0"FRONT ELEVATION - AA-11WALL PLATEELEV.129'-1-1/8"7'-0"T.O. FTG.ELEV.105'-0"13'-0"EL. 119'-3-1/4"TOP OF PLATEEL. 119'-3-1/4"HARDIE LAPHARDIE SHAKESBOARD - HARDIE COLOR PLUS PANELSBATTEN - HARDIE COLOR PLUSBATTEN MUST BE 3" W/ TEXTUREHARDIE SKIRT BD.DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)1'-6"1'-6"10" SOFFIT.EACH SIDE1'-6" STONE RETURNHARDIE LAP7'-8"BL26068'-0"BL2606BL2606SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES7'-111 4" BOX OUTGABLE 6"16'-0"ADDRESSTEMPTEMPTEMP8-14-20FRONT ELEVATIONOAKHILL A-1ATWO STORY 4 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203 41251251210:124:1210:1210121012101210125:124124125:124124'-6"6"1'-0"16:1216:12101216:124.5121012T.O. MAINFND. WALLELEV.109'-0"2ND FLR.SUBFLOORELEV.121'-0"1'-0"8'-118"5:12T.O. SLABELEV.100'-4"6"1'-6"8'-11 8"TOP OF PLATE1'-6"1'-6"1'-6"1'-6"1'-0"1ST FLRSUBFLOORELEV.110'-2-1/8"TOP OFPORCH BEAM9'-318"A-2REAR ELEVATION1SCALE: 1/8" = 1'-0"A-22SCALE: 1/8" = 1'-0"RIGHT ELEVATIONSCALE: 1/8" = 1'-0"3LEFT ELEVATIONA-2BETWEEN SIDING AND6" EARTH SEPERATIONVENTGRADE6X6 CEDAR POSTSGAS F.P.10:1210:121'-6"1'-6"ROOF VENTS OR RIDGE VENTS PER BUILDERS SPECIFICATIONS16:1216:1210:124:1210:124:124.5:124:124:125:125:125:1216:129:1210:121'-6" 1'-6" 1'-8"1'-6"1'-0"1'-6"1'-6"1'-6"1'-0" 1'-6"1'-0"1'-0"6"1'-6" 3'-6"SCALE: 1/8" = 1'-0"ROOF PLANA-241'-8"12 ROOF VENTS1'-6"1'-6"1ST FLRSUBFLOORELEV.110'-2-1/8"TOP OF FTGEL.96'-4"T.O. MAINFND. WALLELEV.109'-0"2ND FLR.SUBFLOORELEV.121'-0"T.O. SLABELEV.100'-4"1ST FLRSUBFLOORELEV.110'-2-1/8"TOP OF FTGEL.96'-4"T.O. SLABELEV.100'-4"10'-0"10'-0"TOP OF PLATEELEV.129'-1-1/8"ELEV. 129'-1-1/8"HARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDESHARDIE ON ALL 4 SIDES1'-6"8'-0"GAS F.P.VENTOAKHILL8-14-20ELEVATIONSA-2A4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203 T.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"6'-0"x 6'-11" PATIO(3) 1-3/4" x 9-1/2" LSL10'-0" MIN. FOOTING STEP NO DRAINTILE AT WALKOUT WALL ONLY10'-0"MIN. FOOTING STEP 28"UP16" DIA. CONCRETE FILLED SONOTUBE FOOTINGS. FLARE BOTTOM16" OF FOOTING OUT TO 22" DIA.LINE OF DECK EDGE6X6 P.T.POSTSP.T. 2X10'S @ 16" O.C. (2)P.T. 2X10 RIM (2)P.T. 2X10 RIM (3)P.T. 2X10 RIM28"W.I.C.FinishedCARPET32"4'-4"FURN.WATERHEATERMechanical / StorageRoom4" CONC. SLABSUMP32"FLR.DRN.30 "Fin.BathC.T.43 SF (FLR)FinishedHallCARPETFinishedLiving RoomCARPETFinishedBedroom # 5CARPET30"FinishedFlex RoomRUBBER8"x20" CONCRETEFOOTING - TYPICALUnexcavated4" CONC. SLABUnexcavated4" CONC. SLAB60'-0"12'-0"5'-0"5'-0"22'-0"16'-0"12'-0"23'-0"11'-0"24'-0"13'-91 4"17'-0"19'-0"7'-0" 7'-0" 1'-6" 54'-6" 1'-6"8'-0"34'-0"54'-6"15'-7"18'-5" 4'-0"8'-0"5'-0" 17'-0"22'-0"2'-1012"6'-3"P.T. 2X4s ON THE FLAT@ 16" O.C. W/ 12" GYP.ON STAIR AREAFOUNDATION WALL8"8"LINE OF FRAMING ABOVE7'-4"T.O. 8" WALL 109'-0"T.O. 8" WALL 109'-0"T.O. FOOTINGEL. 100'-0"T.O. 8" WALL 100'-4"T.O. 8" WALL109'-0"BASEMENT PLANA-31SCALE: 1/4" = 1'-0"FLUSH BEAMSPER FLR. SYSTEMMFG. SPECIFICATIONST.O. 6"CURB 109'-0"T.O. 6"CURB 100'-4"4'-8"4'-8"2'-9"8'-7"Stairs9'-0" TALL FOUNDATIONS WALL3A-81A-61A-74A622'-0"32'-218"6 8 ' - 1 1 58"68'-1158"4'-0"7'-10"21'-6"6'-2" 4'-9"RAIL235 SFFinishedLandingCARPET6'-914"6'-91 4"234"6'-914"234"14'-0"234"5,000 LB. FOOTINGSTRENGTH MIXBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLVARIEST.O. SLABT.O. 8" WALLEL. 108'-4"4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKEDEL. 105'-0"T.O. FTG.EL. 109'-0"T.O. 6" CURB2" BRICK LEDGEEL. 108'-4"16'-3" M.O.2'-1012"EL. 105'-0"T.O. FTG.EL. 109'-0"T.O. 6" CURBGARAGESTART SLAB AT TOPOF WALL AT BACK OF2" BRICK LEDGEEL. 108'-4"31 ' - 9 7 8"2'-0"VOID8'-3" M.O. ALLOW FOR SEWER1'-71 2"24" VOID TO2'-112"T.O. FTG.EL. 96'-4"CDVARIEST.O. SLAB2" BRICK LEDGEEL. 108'-4"4'-0"(2) 36X60 MULLED(2) 2x10AA10'-1"13'-11"(2) 36X60 MULLED(2) 9-1/2" LSL42x60A7'-0"8'-0"4'-0"T.O. FOOTING96'-4"T.O. FOOTING100'-0"4'-2"9'-5"8'-01 2"(2) 9-1/2" LSL- DROPPED(2) 9-1/2" LSL(2) 2x10FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTED5'-0"22'-0"HOSEBIBHOSEBIBSHOULD BE THEPORCH FOOTINGSSAME HEIGHT AS THEHOUSE FOOTINGSIF SOIL IS UNDISTURBEDMAKE FOOTINGS 42" DEEP7'-0"2x8 PORCH LEDGERFTGS. TYP.24"x24"LINE OF PORCH ABOVE7'-8"12" CONC. PIERS1'-0"P.T. 2x8 DECKJOISTS @ 16" O.C.(2) 2x10FTGS. TYP.24"x24"12" CONC. PIERS(2) 2x101'-0"4'-10"19'-6"APPROXIMATE LINE OF SOFFITSS6'-11 4"T.O. 6"CURB 100'-4"16'-8"19'-2"(2) 1-3/4" x 9-1/2" LSL2-2x64- 2 x 6 2-TRIMMERS(2) 2x105x5 PSL5x5 PSLEACH SIDE2-TRIMMERS3-TRIMMERS4-TRIMMERS3-TRIMMERS5x 5 P S L T O F N D .3'-8"6'-13 4" GAS FIREPLACENO HEARTH 9'-4"SSSCDROD & SHELF3'-2"4'-101 4"BEV.WETBARREF.60x34 FIB. BASE18 "LINEN2'-8" 11-7/8" TIMBERSTRAND LSL JOISTS MECH RM ONLY SEE EWP PLAN 11-7/8" TJI JOISTS SEE EWP PLAN 11-7/8" TJI JOISTS SEE EWP PLAN 11-7/8" TJI JOISTS 2A-3CT WALLSHVACNO JOISTSHERE2x6 EXTERIOR WALL WITH 1/2"WALL LEGEND2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSFUTURE FINISHMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESBEDROOM #5 & W.I.C.BATHSTAIRFLEX ROOMMECHANICALLIVING ROOMTOTAL248 SF75 SF103 SF230 SF235 SF457 SF1,548 SFFINISHED HALL47 SFFINISHED LANDING153 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"BASEMENT PLANA-38-14-20TWO STORY 4 BEDROOM OAKHILL LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. GAS FIREPLACEBASEMENT FIREPLACESCALE: 1/4" = 1'-0"NO HEARTHUPFinishedLiving RoomCARPET9'-4"42x60A7'-0"HOSEBIBAPPROXIMATE LINE OF SOFFIT(2) 1-3/4" x 9-1/2" LSL2-2x65'-814"5'-814"17'-8"5'-814"1'-434"3'-6"8'-8" 3'-214"6'-312"5'-814"LINE OFLINE OFFIREPLACESHEETROCK4'-0"4'-8" 4'-8"SHEETROCK1'-5"TILE6"3'-6"1'-434"1'-434"1'-434"5'-814"5'-814"2'-5" 1'-5"LINE OF MANTLESTANDARD BOX MANTLEEDGE TO EDGE ON SHEETROCK2x6 EXTERIOR WALL WITH 1/2"WALL LEGEND2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSFUTURE FINISHSECTION @ MECH. ROOM2A-3SCALE: 1" = 1'-0"118" RIMLSL JOISTTJI JOIST2x6 WALLMECHANICAL ROOMFINISHED BASEMENT(TIMBERSTRAND)FINISHED BASEMENTS ONLYBASEMENT PLANA-38-14-20TWO STORY 4 BEDROOM OAKHILL LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ PO1SEPTEMBER 9, 2020DETAILS2SEPTEMBER 21, 2020SEPTEMBER 24, 20203 START SLAB AT TOPOF WALL AT BACK OFOF WALL AT BACK OFGARAGEBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLTHERMOSTAT30x66 2-2x62-2x62-2x62-2x65x7 PSL32" MTL.GreatRoomWOODCoveredDeckCedar Decking28 "LOCKERS28 "DWPANTRY CAB. 20" FLOOR TRUSSES @ 19.2" O.C. 14' S.R.O.28 "30"24"24"(2) 9-1/2" "LSL - CONT.(2)24x24 FIXEDMULLED(2) 2x10 UP 17RDN 16RLEDGE HVACDining RoomWOODKitchenWOODFlexRoomCARPETGarageFoyerWOODMudRoomC.T.BathWOOD26 SF (FLR)PorchWOODPantryWOODHallWOOD61'-6" 1'-6"12'-0" 23'-0" 34'-0"14'-0" 11'-0"60'-0"12'-0"5'-0"22'-0"5'-0"16'-0"6'-0"4'-0"8'-0"34'-0" 7'-0" 17'-0" 12'-0"5'-0" 6'-2"4'-5" 5'-0"22'-0"21'-6"7'-5" 11'-8"19'-0"17'-0"14'-0"10'-512"35'-612"60'-0"FLOOR LINEABOVE4'-0"3'-8"4'-4"10'-7"10"15'-7"18'-5" 6'-0"3'-0"3'-10"ClosetC.T.1A-62-2x68'-6"1A-73'-9"SCALE: 1/4" = 1'-0"FIRST FLOOR PLANA-41BEAM PER MFG. SPEC9"7'-0"7'-0"STAIRWELLFLUSH BEAMSPER FLR.SYSTEMMFG. SPECS.7'-5"4'-9"3'-512"7'-4"7'-8"1'-0"7'-0"16'x8' O.H. DOOR8'x8' O.H. DOOR (2) 11-7/8" LSL - CONT.WALL LINE ABOVEFLOOR SYSTEM DESIGNERTO DESIGN FLOOR TO CARRYWALL AND ROOF LOADSWALL LINE ABOVEFLOOR SYSTEM DESIGNERTO DESIGN FLOOR TO CARRYWALL AND ROOF LOADS20" FLOOR TRUSSES @ 19.2" O.C.(2) 11-7/8" LSL - FLUSH4'-6"8'-0"4'-0"WOOD RAILPER CODE9'-212"4'-5"(2) 2x10(2) 2x10 - CONT.(2) 9-1/2" LSL6'-812"3'-8"RO0F TRUSSES@ 24" O.C.RO0F TRUSSES @ 24" O.C.2X6 WALL2X4 WALL4'-8" 4'-9"RAILOPENABV.6'-10"1'-10"5'-8"6'-2" 3'-6" 20" FLOOR TRUSSES RO0F TRUSSES @ 24" O.C.13'-8"2'-6"6'-101 4"4'-5"R & S R & S 20" FLOOR TRUSSES @ 19.2" O.C.1/2" 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.FINISH WINDOWS IN GARAGE WITH JAMBSRO0F TRUSSES @ 24" O.C.4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS5/8" TYPE X GYP. BRD.ON ALL COMMON WALLS &CEILINGS.MUD ALL JOINTS4" CONCRETE SLAB PITCHEDTOWARDS OVERHEAD DOORS(2)24x24 FIXEDMULLED 42"30x30FIXED30x30FIXED42x606'-0" X 8'-0" PATIO30x6654x66FIXED30x66Garage4" CONC. SLABBBBBAB(3) 2x102 PLY GIRDER ROOF OR TRUSS(2) 11-7/8" LSL(2) 16" LVL - FLUSH (3) 16" LVL - FLUSH (2) 2x10FLUSH28"(2) 7-1/4" LSL(2) 7-1/4" LSL 2-2x630x662-2x630x6630x6630x66B2- 2 x 6 30x662- 2 x 6 30x663'-4" REF.GASCOOKTOP5'-10"GAS FIREPLACENO HEARTH1'-5"3'-5"6'-4"6'-0" 14'-0"OVENCOMBO86"x 54"ISLANDTOP SIZE 96" x 72"4'-1"PANELACCESSATTIC22x301'-6"5'-0"6'-0"5'-0"16'-0"3'-0"2'-0"8'-0" 2'-0"(3) 20" LVL7'-0" 7'-0"11'-6"DRYWALL OPENING4'-6"4'-0"3'-8"RAILING4'-3"HALF WALL BUILT-IN BUILT-IN 30x30FIXEDWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.5'-2"2'-0"ResourceWOODSSVENTHOODRECYCLE 10'-512"8'-6"10'-612"1'-8"(1) 3-1/2" x5-1/2" LSLTALL WALLS @ STAIRSSTUDS: (1) 2X6 LSL @ 16" O.C.UPPER HEADER: (1) 3-1/2" x 7-1/4" LSLLOWER HEADER: (1) 3-1/2" x 5-1/2" LSLCOLUMNS: (3) 2x6 LSL(3) 2x6(3) 2x6 (2) 7-1/4" LSL(2) 2x102-2x6(3) 11-7/8"LSL - DROPPED5x5 PSL5x5 PSL(2) 20" LSL FLUSH(2) 9-1/2" LSL FULL LENGTH (2) 9-1/2" LSLFULL LENGTH(3) 9-1/2" LSLFULL LENGTH2-TRIMMERS(4) 2x6(2) 20" LVL FLUSH (2) 2 x 6 5 x 5 PS L ( 3 ) 2 x 6(3)2x6(2) 2x10 - CONT.2-2x62- 2 x 6 (2) 2x10(2) 2x102-2x65x 5 P S L T O F N D .(4) 2x6(2) 2x1036" DRYWALL OPENING PED. ROD & SHELF 4'-13 4" PORTAL FRAMING 8" DEEPCOFFEREDCEILING(+96)LINE OF 20" SOFFIT(10" TALL)1'-8"4'-2"36" DRYWALLOPENING(+96)36" DRYWALLOPENING(+96)FINISHED ROOM SIZESFLEX ROOM - CARPETMUD ROOM / W.I.C. - C.T.GREAT ROOM - WOOD133 SF96 SF316 SFPANTRY / RESOURCE - WOOD61 SFKITCHEN/DINING/ENTRY/ HALL - WOOD616 SFBATH - WOOD42 SFSTAIRS - CARPET103 SFCOVERED PORCH196 SFDHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"6'-11-3/8"OAKHILL8-14-201ST FLOOR PLANA-44 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 2020373.54.555555PFHPFHShear Panelw/holdownsShear Panelw/holdowns5533.5FANSmokeCO SCALE: 1/4" = 1'-0"DECK FRAMING PLAN2D-11FOOTING PLAND-1SCALE: 1/4" = 1'-0"13'-914"2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATED5/4" CEDAR DECKING - #2 OR BETTER2-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATED2x10 DECK LEDGER.2X10 JOIST HANGERSBELOW FINISHED 1ST FLOORTOP OF DECK LEDGER SHOULD BE 4" 7'-0"14'-0"10'-814"DOUBLE RIM234"6'-914"234"6'-914"14'-0"2x10 DECK JOISTS @ 16" O.C.COVERED DECK4:12 VAULT4:12 VAULTINTERIORINTERIOR(2) 1-3/4" x 9-1/2" LSL13'-914"14'-0"30"Dining RoomWOODFlexRoomCARPETHallWOOD7'-0"Clos.WOOD RAILPER CODE10'-512"RO0F TRUSSES@ 24" O.C.SD6080SLIDER234"234"6'-914"6'-914"24'-0"6'-91 4"16" DIA. CONCRETE FILLED SONOTUBE FOOTINGS. FLARE BOTTOM16" OF FOOTING OUT TO 22" DIA.ALL FOOTINGS TO BE A MIN. OF42" BELOW GRADE.LINE OF DECK EDGEP.T. 2X10 RIM(3)P.T. 2X10 RIM28"BasementSUMPT.O. 8" WALL 108'-4"6'-91 4"P.T. 2X10 RIM14'-0" (2) 1-3/4" x 9-1/2" LSLBLOCKING FOR PICTURE FRAME DECKING(2) 1-3/4" x 9-1/2" LSLSCALE:POST & PIER DETAIL3/4"=1'-0"2D-23'-6"1'-0"6x6 DECK SUPPORTPOSTCONCRETE PIER FOOTINGMETAL ELEVATEDPOST SUPPORT5-1/212" SONOTUBEFLAIR AT BOTTOMT.O. DECKING3'-0" 4"T.O. RAILING31 2"SQUARE CEDAR PICKETS2X4 CEDAR RAIL - FLAT2X4 CEDAR RAIL4x4 CEDAR POSTSBOLT4x4 CEDAR POST2X4 CEDAR 4"2X4 CEDAR 6X6 POSTS(2) 2x10 BEAMSFLUSH AT CORNERHARDIE SKIRT BD.'OAKHILL8-14-201ST FLOOR PLANA-44 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ POXXXXX INNDALE DRIVECOVERED DECK1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203 Jr. SuiteBathC.T.31 SF (FLR)28"28"30"28"30"28"28"30 " 32"28" 28 " 30 "30"DN 17R2'-9"2'-9"2'-9"2'-9"MasterBedroomCARPET8" DEEP SOFFIT @ 8'-1-1/8" TALL (3) 2x10(2) 36X60 MULLEDPANELACCESSATTIC22x30LaundryVINYL64 SFW.I.C.CARPETBedroom # 4CarpetBedroom # 2CarpetBedroom # 3CarpetHallCarpetLoftCarpetJack &Jill BathC.T.82 SFW.I.C.CarpetW.I.C.CarpetW.I.C.Carpet60'-0" 12'-0" 0" 12'-0" 34'-0" 34'-0"60'-0"14'-0"5'-0"12'-0"9'-0"14'-0"20'-0"12'-0"4'-0"4'-0" 16'-0" 12'-0"4'-0"34'-0"5'-0"60'-0"4'-0"4'-4"11'-0"22'-0"4'-11 14" HIGH WALL. 4'-11 14" HIGH WALL. 4'-6"HIGH GABLE END WALL18'-6"15'-6"SCALE: 1/4" = 1'-0"2nd FLOORA-513A61A51A64A6FANFANR & S R & S R & S R & S36x60 R & S4'-3"4'-8" 15'-6" 6'-2"4'-8"4'-8"OPENTOBELOW(2)36x66 MULLED(2)1-3/4"x9-1/2"LSL7'-0"7'-0"5'-534"3'-614"1'-1134"12'-5" 3'-111 4"(2)36x60 MULLED15'-6"5'-8"12'-10"A(2)36x60 MULLED4'-4"15'-6"5'-334"16'-814"17'-6"8'-11"A8'-7"8'-234"1'-1134"3'-4"48"VAN.11'-2"15'-6" 4'-0" 7'-61 4" 4'-0"6'-0"5'-8"9'-414"9'-334"3'-4"2'-4"5'-334"7'-51 4"3'-1012"3'-1134"5'-312"3'-1012"4'-014"RO0F TRUSSES @ 24" O.C. RO0F TRUSSES @ 24" O.C. RO0F TRUSSES @ 24" O.C.RO0F TRUSSES@ 24" O.C.WD(2) 30x54 MULLED30x30 TEMPHEADER HEIGHT SCHEDULEAB11'-2"C6'-11-1/4"8'-0"7'-6"DAAAAA30x30 FIX TEMPAROOF GIRDER W/ 1-3/4 LEDGER LAGGED 10'-10" HALF WALL 60x34 FIB. BASE28"6'-11-3/8"3'-10"6'-814"MasterBathC.T.98 SF (FLR)(2) 24x48 TEMP.4'-10"5'-312"A(2) 2X103'-53 4"3'-8" 28"60x348'-512"28"LINENC.T. WALLS TO 8'C.T WALLS TO 8'FRAME 62-1/2"CAST IRON TUBC.T WALLS TO 8'42" VANITY42" VANITY(1) 3-1/2" x7-1/4" LSLTALL WALLS @ STAIRSSTUDS: (1) 2X6 LSL @ 16" O.C.UPPER HEADER: (1) 3-1/2" x 7-1/4" LSLLOWER HEADER: (1) 3-1/2" x 5-1/2" LSLCOLUMNS: (3) 2x6 LSL(3) 2x6(3) 2x6 FANEACH SIDE2-TRIMMERS(2) 2x10(3) 2x10(3) 2x10(2) 2x10(2) 14" LVL FLUSHOR ROOF GIRDER(3) 2x6(3 ) 2 x 6 (2) 2X10 ROUGH-INCEILING FAN66"x36"FREE STANDINGTUB25" SINK W/ 42"BASE CABINETC.T BASE28" PKT 28" PKT 3'-1014"SSSSSSCDSCD3'-112"3'-4"151 SF222 SFBEDROOM # 4BEDROOM # 3JACK & JILL BATH - C.T.THE TOTALS FOR FLOORING ARE ON FLOOR PLANFINISHED ROOM SIZESMASTER BEDROOMLAUNDRY - VINYLMASTER BATH - C.T.314 SF64 SFHALLWAY160 SFBEDROOM # 2211 SF193 SF110 SFMASTER W.I.C.82 SFJR. SUITE BATH - C.T.52 SFOAKHILL8-14-20SECOND FLOOR PLANA-54 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 202033.753.752.52.5-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).Top of WallConnections COVEREDPORCHP.T. 6X6 POST412TOP OF MAIN LEVEL SUBFLOORTOP OF PORCH BEAMTYPICAL STAIR CONSTRUCTION NOTES:* 6'-10" MINIMUM HEADROOM* (3) 11-7/8" STAIR STRINGERS W/* 11" TREADS* PROVIDE 36"-36" HIGH HANRAILS & GUARD RAILS PER CODE.~ MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4"MINIMUM NOSING 34" MAX. NOSING 1-1/4"34'-0"6" 9'-11 8"1'-6"8'-0"9'-0" 12-5/16"7'-6"7'-3 3 8"2'-4 7 8" 9'-101 8" 2'-5 1 8" 4'-10 14" 8'-11"SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAILKFOR RADON PROTECTION4" CONCRETE SLAB11"11"10'-97 8" 8'-1 15 16"2'-5 15 16" 3'-1 1116"5'-0 14"LINE OF RAKE END OVERHANGIN FRONT OF THIS SECTION20" FLOOR TRUSSES @ 19.2" O.C.11-7/8" LSL JOISTS @ 16" O.C.PRE-ENGINEERED ROOFTRUSSES PER MFG.R-49 INSULATION8'-912" 1'-05 8" 9'-118"1'-834"8'-118"GREATROOMFUTUREFAMILYROOM1'-6"1'-6"412714"41271 4"101210125128'-91 8"1'-6"1'-8"MASTERBEDROOMSCALE: 1/4" = 1'-0"SECTIONA-51LOFT17'-0"17'-0"4'-5"HALFWALL1'-8"10"1'-2"MIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"OAKHILL8-14-20SECTIONA-64 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203 BEDROOMROOF TRUSSESPER MFG.8'-111 8" 1'-83 4" 8'-11 8"7'-0"7'-0"4'-11-1/4" 8'-111 8"2'-6"1'-6"GARAGE11'-0"11'-0"MAIN LEVEL SUBFLOOR1'-27 8"1'-2"R-49 INSULATION16121612SCALE: 3/8" = 1'-0"SECTIONA-7120" FLOOR TRUSSEST.O. SLAB LEDGEEL. 108'-4"T.O. 6"CURB 109'-0"T.O. 6" CURB 109'-0"OAKHILL8-14-20SECTIONA-74 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)8'-118"9'-0" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL.PRESSURE TREATED 2x6 SILL9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-3-1/4"ELEV. 121'-0"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-2-1/8"1ST FLOORMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING9'-11 8"1178" 34" 34" 1'-8"ELEV. 129'-1-1/8"2ND FLOOR CLG.WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-3) SPRAY ABOVE GRADEW/ ANOTHER COAT OFPOLYUREA WATER-8" THICK CONC. WALLS20" FLOOR TRUSSESBLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGPROOFINGDUCTSPACEBLOCKBLOCKOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONPRE-ENGINEERED ROOFTRUSSES @ 24" O.C.OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.3/4" OSB FLOOR SHEATHING3/4" OSB FLOOR SHEATHINGMIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION112"5,000 LB. FOOTINGSTRENGTH MIXRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE1/2" ANCHOR BOLTS2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2" FOAMAT FULL BASEMENT & 4' FROST FOOTINGS.GLUED AND NAILEDGLUED AND NAILEDBUILDING SECTION2A-7SCALE: 3/8" = 1'-0"@ 19.2" O.C.@ 6'-0" O.C. (8" EMBED.)SHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)1/2" SHEATHING FOREXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" SHEATHING FOREXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE7'-11"7'-10"7'-5"8'-014"SCALE: 1/4" = 1'-0"STAIR HEADROOMA-83SCALE: 1/4" = 1'-0"STAIR HEADROOMA-828'-014"7'-5"9'-3" OAKHILL8-14-20SECTION DETAILSA-84 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/PO1SEPTEMBER 9, 20202SEPTEMBER 21, 2020SEPTEMBER 24, 20203 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 NoH2 2 Simpson LUS210 8- 10dx1.5 - 4- 10d NoH3 1 User HUCQ1.81/11-SDS (10) 1/4 x 1 3/4 SDS (4) 1/4 x 1 3/4 SDS Not RequiredProductsPlotID Length ProductPlies Net QtyTS1 36' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 12TS2 34' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS3 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 4TS4 20' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6TS5 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 16TS6 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 2TS7 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS8 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS9 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS10 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12TS8TS9TS7TS10RimRimRimRimRimRimRimRimRimRimRimRimRimRimH3H11' 10"10"1' 2"Squash BlockingTS416" O.C.TS616" O.C.TS216" O.C.TS316" O.C.TS316" O.C.TS116" O.C.TS516" O.C.H2Round holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge of large holes need to be at least 4 times the diameter of the largest hole(for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span.See chart below for minimum distance from inside face of bearing to edge of hole for holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5" *6.5" * 7.25" *2'-0"2'-0" 3'-0"3'-6"* Allowable spans shown in TB-711 must bereduced by 9" with these size holesCustomer:Job Name:Address/Lot:Youngfield HomesModel Homexxxx Inndale DriveCity, State:Lakeville, MNPlan/Model #:OakhillJob Number:24283Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 1A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:8/31/2020Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Upper Level Member Name Results Current Solution Comments Master Bedroom Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Master Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Junior Suite Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #4 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom #3 Window Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 J&J Bath Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Bedroom #2 (H)Passed 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL Bedroom #2 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Main Level Member Name Results Current Solution Comments Great Window Rear Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Window Rear Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Dining (H)Passed 2 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Kitchen Patio Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Covered Deck Left (V)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Covered Deck Right (V)Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL Drop Covered Deck End (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flex Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Side Garage (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Flush Side Garage (V)Passed 2 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL 16' Garage Door Passed 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL Flush Middle Garage Front (V)Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL 9' Garage Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Middle Garage Back (H)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flush Middle Garage Back (V)Passed 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Flush Middle Garage Side (H)Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Foyer Entry Door Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Front Porch (H)Passed 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL Hallway Opening Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Drop Great/Foyer (H)Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Lower Level Member Name Results Current Solution Comments Living Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Living Patio Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bedroom #5 Window Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Flex Window Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Drop Living/Hall (H)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mechanical Door Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Tall Wall - Stairs Member Name Results Current Solution Comments Studs Passed 1 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL @ 16" OC Upper Header Passed 1 piece(s) 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL Lower Header Passed 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) Columns Passed 3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL xxxx Inndale Drive, Lakeville, MN - Oakhill JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 1 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3431 @ 1 1/2"5738 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2353 @ 1' 1/4"4308 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5154 @ 3' 3"5919 Passed (87%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.055 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.087 @ 3' 3"0.313 Passed (L/860)--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"1.79"1269 2161 3430 None 2 - Trimmer - SPF 3.00"3.00"1.79"1269 2161 3430 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 10.6 -- 1 - Uniform (PSF)0 to 6' 6"19'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Master Bedroom Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 2 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2367 @ 1 1/2"3825 (3.00")Passed (62%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1293 @ 1' 1/4"2872 Passed (45%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2375 @ 2' 3"3946 Passed (60%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.018 @ 2' 3"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.028 @ 2' 3"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.86"871 1496 2367 None 2 - Trimmer - SPF 3.00"3.00"1.86"871 1496 2367 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 6"N/A 7.0 -- 1 - Uniform (PSF)0 to 4' 6"19'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Master Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 3 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1447 @ 0 1913 (1.50")Passed (76%)--1.0 D + 1.0 S (All Spans) Shear (lbs)504 @ 10 3/4"2872 Passed (18%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)994 @ 1' 4 1/2"3946 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.005 @ 1' 4 1/2"0.138 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"532 914 1446 None 2 - Trimmer - SPF 1.50"1.50"1.50"532 914 1446 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 9" o/c Bottom Edge (Lu)2' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 9"19'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Junior Suite Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 4 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3431 @ 1 1/2"5738 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2353 @ 1' 1/4"4308 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5154 @ 3' 3"5919 Passed (87%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.055 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.087 @ 3' 3"0.313 Passed (L/860)--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"1.79"1269 2161 3430 None 2 - Trimmer - SPF 3.00"3.00"1.79"1269 2161 3430 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 10.6 -- 1 - Uniform (PSF)0 to 6' 6"19'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #4 Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 5 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3431 @ 1 1/2"5738 (3.00")Passed (60%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2353 @ 1' 1/4"4308 Passed (55%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5154 @ 3' 3"5919 Passed (87%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.055 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.087 @ 3' 3"0.313 Passed (L/860)--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"1.79"1269 2161 3430 None 2 - Trimmer - SPF 3.00"3.00"1.79"1269 2161 3430 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 10.6 -- 1 - Uniform (PSF)0 to 6' 6"19'20.0 35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #3 Window 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 6 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1295 @ 0 1913 (1.50")Passed (68%)--1.0 D + 1.0 S (All Spans) Shear (lbs)451 @ 10 3/4"2872 Passed (16%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)891 @ 1' 4 1/2"3946 Passed (23%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.004 @ 1' 4 1/2"0.138 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"477 818 1295 None 2 - Trimmer - SPF 1.50"1.50"1.50"477 818 1295 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 9" o/c Bottom Edge (Lu)2' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 2' 9"N/A 7.0 -- 1 - Uniform (PSF)0 to 2' 9"17'20.0 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, J&J Bath Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 7 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7030 @ 4"13956 (5.50")Passed (50%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5398 @ 1' 7 1/2"10707 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)22318 @ 7'27897 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.313 @ 7'0.667 Passed (L/512)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.499 @ 7'0.889 Passed (L/321)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.77"2620 4410 7030 None 2 - Trimmer - SPF 5.50"5.50"2.77"2620 4410 7030 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)14' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 14'N/A 14.3 -- 1 - Uniform (PSF)0 to 14' (Front)18'20.0 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Flush Bedroom #2 (H) 2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 8 / 43 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 100.0 -Wall - Gable 2 - Uniform (PSF)0 to 6' 6"3'20.0 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bedroom #2 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 9 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7478 @ 7' 6"7613 (3.00")Passed (98%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)3311 @ 6' 7"7902 Passed (42%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-2722 @ 7' 6"11985 Passed (23%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.018 @ 5' 4 1/4"0.158 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.032 @ 5' 4 5/16"0.237 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. 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"1300 486/-187 2014 3800/- 187 None 2 - Trimmer - SPF 3.00"3.00"1.50"1561 1706 989 4256 None 3 - Trimmer - SPF 3.00"3.00"2.95"3265 1706 3911 8882 None 4 - Trimmer - SPF 1.50"1.50"1.50"414 486/-187 624/-4 1524/- 191 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 3" o/c Bottom Edge (Lu)10' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 3"N/A 10.4 ---- 1 - Uniform (PSF)0 to 3"19'20.0 -35.0 Snow - Main 2 - Uniform (PSF)6' 3" to 10' 3"19'20.0 -35.0 Snow - Main 3 - Uniform (PSF)0 to 10' 3"9' 6"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)0 to 10' 3"N/A 80.0 --Wall - Upper Level 5 - Point (lb)3"N/A 1269 -2161 Linked from: Master Bedroom Window, Support 1 6 - Point (lb)6' 3"N/A 1269 -2161 Linked from: Master Bedroom Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 10 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)994 @ 8' 3"3825 (3.00")Passed (26%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)243 @ 1' 10 1/4"2872 Passed (8%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-261 @ 2' 9"3946 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.001 @ 1' 2 3/4"0.092 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.001 @ 9' 9 9/16"0.138 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"126 222 348 None 2 - Trimmer - SPF 3.00"3.00"1.50"368 626 994 None 3 - Trimmer - SPF 3.00"3.00"1.50"299 548 847 None 4 - Trimmer - SPF 3.00"3.00"1.50"368 626 994 None 5 - Trimmer - SPF 1.50"1.50"1.50"126 222 348 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)11' o/c Bottom Edge (Lu)11' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11'N/A 7.0 -- 1 - Uniform (PSF)0 to 11'5' 6"20.0 35.0 Snow - Lower Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 11 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)13818 @ 16' 8 1/4"13781 (5.25")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)10590 @ 14' 10 3/4"15295 Passed (69%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)54319 @ 8' 9"54237 Passed (100%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.359 @ 8' 9"0.409 Passed (L/547)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.645 @ 8' 9"0.819 Passed (L/305)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - PSL 5.25"5.25"5.20"6041 3230 6924 16195 None 2 - Trimmer - PSL 5.25"5.25"5.26"6112 3230 7044 16386 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6" o/c Bottom Edge (Lu)17' 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 17'N/A 20.4 ---- 1 - Uniform (PSF)0 to 17' (Front)9' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 17' (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 17' (Front)3' 6"20.0 -35.0 Snow - Lower 4 - Uniform (PSF)0 to 4' 9" (Front)19'20.0 -35.0 Snow - Main 5 - Uniform (PSF)8' 9" to 16' (Front)19'20.0 -35.0 Snow - Main 6 - Point (lb)4' 9" (Front)N/A 871 -1496 Linked from: Master Bath Window, Support 1 7 - Point (lb)8' 9" (Front)N/A 871 -1496 Linked from: Master Bath Window, Support 2 8 - Point (lb)16' (Front)N/A 532 -914 Linked from: Junior Suite Bath Window, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Flush Dining (H) 2 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 12 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4533 @ 1 1/2"7613 (3.00")Passed (60%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4049 @ 1' 1/2"7902 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6675 @ 3' 1 5/8"11985 Passed (56%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.084 @ 3' 2 5/8"0.208 Passed (L/890)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.152 @ 3' 2 5/8"0.313 Passed (L/493)--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 Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.79"2032 899 2437 5368 None 2 - Trimmer - SPF 3.00"3.00"1.69"1919 731 2362 5012 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 (PLF)0 to 6' 6"N/A 80.0 --Wall - Upper Level 2 - Uniform (PSF)0 to 6' 6"1'20.0 -35.0 Snow - Porch 3 - Uniform (PSF)0 to 1' 3"9' 6"15.0 40.0 -Floor - Upper Level 4 - Uniform (PSF)1' 3" to 6' 6"5' 6"15.0 40.0 -Floor - Upper Level 5 - Uniform (PSF)1' to 6' 6"19'20.0 -35.0 Snow - Main 6 - Point (lb)1'N/A 532 -914 Linked from: Junior Suite Bath Window, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Kitchen Patio Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 13 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1673 @ 4"8181 (5.50")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1115 @ 1' 3"7902 Passed (14%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2603 @ 3' 9"11985 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.045 @ 3' 9"0.342 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.068 @ 3' 9"0.456 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"557 1116 1673 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"557 1116 1673 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 6" o/c Bottom Edge (Lu)7' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 7' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 7' 6" (Front)8' 6"16.2 35.0 Snow - Porch 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Covered Deck Left (V) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 14 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3264 @ 4"12272 (5.50")Passed (27%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2701 @ 1' 3"10898 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)10768 @ 7' 3"20312 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.343 @ 7' 3"0.692 Passed (L/484)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.519 @ 7' 3"0.922 Passed (L/320)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"1107 2157 3264 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"1107 2157 3264 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' 6" o/c Bottom Edge (Lu)14' 6" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 14' 6"N/A 14.5 -- 1 - Uniform (PSF)0 to 14' 6" (Front)8' 6"16.2 35.0 Snow - Porch 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Covered Deck Right (V) 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 15 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1490 @ 4"8181 (5.50")Passed (18%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1224 @ 1' 3"7902 Passed (15%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4731 @ 7'11985 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.135 @ 7'0.667 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.412 @ 7'0.889 Passed (L/389)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"1000 490 1490 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"1000 490 1490 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' o/c Bottom Edge (Lu)14' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 14'N/A 10.4 -- 1 - Uniform (PSF)0 to 14' (Front)2'16.2 35.0 Snow - Porch 2 - Uniform (PLF)0 to 14' (Front)N/A 100.0 -Wall - Gable Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Covered Deck End (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 16 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)1938 @ 0 1913 (1.50")Passed (101%)--1.0 D + 1.0 S (All Spans) [1] Shear (lbs)850 @ 10 3/4"2872 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) [1] Moment (Ft-lbs)1541 @ 1' 6"3946 Passed (39%)1.15 1.0 D + 1.0 S (All Spans) [1] Live Load Defl. (in)0.009 @ 1' 10"0.125 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1] Total Load Defl. (in)0.013 @ 1' 9 15/16"0.188 Passed (L/999+)--1.0 D + 1.0 S (All Spans) [1] 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"1.52"712 388 1226 2326 None 2 - Trimmer - SPF 1.50"1.50"1.50"377 148/-3 780 1305/-3 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 9" o/c Bottom Edge (Lu)3' 9" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 9"N/A 7.0 ---- 1 - Uniform (PSF)0 to 1' 6"5' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 1' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 1' 6"19'20.0 -35.0 Snow - Main 4 - Uniform (PSF)1' 6" to 3' 9"7' 6"20.0 -35.0 Snow - Lower 5 - Point (lb)1' 6"N/A -89 206/-172 418/-244 Linked from: GT1 - Garage/Flex (V), 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 Youngfield; plan dated 8/14/2020. 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, Flex Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 17 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6309 @ 9' 8 1/2"6309 (2.00")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)4924 @ 8' 8 5/8"9878 Passed (50%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)14223 @ 5' 2 3/8"18346 Passed (78%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.190 @ 5' 13/16"0.235 Passed (L/595)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.347 @ 5' 11/16"0.471 Passed (L/326)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Hanger on 11 7/8" LVL beam 3.50"Hanger¹1.78"2615 690 3317 6622 See note ¹ 2 - Hanger on 11 7/8" LVL beam 3.50"Hanger¹2.00"2989 1580 3386 7955 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 5" o/c Bottom Edge (Lu)9' 5" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS410 3.00"N/A 30-16d 10-16d 2 - Face Mount Hanger HHUS410 3.00"N/A 30-16d 10-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)3 1/2" to 9' 8 1/2"N/A 13.0 ---- 1 - Uniform (PSF)0 to 4' 6" (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)4' 6" to 10' (Front)9' 6"15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 10' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 10' (Front)17'20.0 -35.0 Snow - Main 5 - Uniform (PSF)0 to 4' 6" (Front)1'20.0 -35.0 Snow - Garage 6 - Uniform (PSF)4' 6" to 10' (Front)2'20.0 -35.0 Snow - Garage 7 - Point (PLF)4' 6" (Front)6'20.0 -35.0 Mono Girder All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Side Garage (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 18 / 43 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 19 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8119 @ 4"13956 (5.50")Passed (58%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7204 @ 2' 1 1/2"15295 Passed (47%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)26349 @ 4'54237 Passed (49%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.265 @ 10' 8 1/4"0.571 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.497 @ 10' 8 1/8"1.142 Passed (L/551)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"3.20"4009 2118 3361 9488 None 2 - Trimmer - SPF 5.50"5.50"1.50"1145 1182 585 2912 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 11" o/c Bottom Edge (Lu)23' 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 23' 6"N/A 20.4 ---- 1 - Uniform (PSF)0 to 4' (Front)1'20.0 -35.0 Snow - Garage 2 - Uniform (PSF)0 to 4' (Front)1'15.0 40.0 -Floor - Upper Level 3 - Uniform (PSF)4' to 23' 6" (Front)2'15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)0 to 4' (Front)N/A 80.0 --Wall - Upper Level 5 - Uniform (PLF)0 to 4' (Front)N/A 100.0 --Wall - Gable 6 - Uniform (PSF)0 to 4' (Front)3'20.0 -35.0 Snow - Main 7 - Point (lb)4' (Front)N/A 2989 1580 3386 Linked from: Flush Side Garage (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Flush Side Garage (V) 2 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 20 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)19051 @ 16' 11 1/2"20672 (5.25")Passed (92%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)21327 @ 2' 3"22943 Passed (93%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Moment (Ft-lbs)79777 @ 8' 5 9/16"81355 Passed (98%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Live Load Defl. (in)0.360 @ 8' 7 1/2"0.550 Passed (L/550)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in)0.671 @ 8' 7 13/16"0.825 Passed (L/295)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] 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 - PSL 7.00"7.00"5.90"10767 4744 11856 27367 None 2 - Trimmer - PSL 5.25"5.25"4.84"9319 3287 9689 22295 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)1' 6" o/c Bottom Edge (Lu)17' 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 17' 3 1/4"N/A 30.6 ---- 1 - Uniform (PSF)2' 6" to 14' 6"11' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)2' 6" to 14' 6"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)2' 6" to 5' 6"19'20.0 -35.0 Snow - Main 4 - Uniform (PSF)11' 6" to 14' 6"19'20.0 -35.0 Snow - Main 5 - Uniform (PSF)0 to 2' 6"4'20.0 -35.0 Snow - Garage 6 - Uniform (PSF)0 to 17' 3 1/4"13' 6"20.0 -35.0 Snow - Garage 7 - Point (lb)5' 6"N/A 1269 -2161 Linked from: Bedroom #3 Window, Support 1 8 - Point (lb)11' 6"N/A 1269 -2161 Linked from: Bedroom #3 Window, Support 2 9 - Point (lb)14' 6"N/A 2837 393/-7 1361 Linked from: GT1 - Garage/Flex (V), Support 1 10 - Point (lb)2' 6"N/A 4009 2118 3361 Linked from: Flush Side Garage (V), Support 1 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, 16' Garage Door 3 piece(s) 1 3/4" x 20" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 21 / 43 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 22 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)14545 @ 17' 2 1/4"20672 (5.25")Passed (70%)--1.0 D + 1.0 S (All Spans) Shear (lbs)13124 @ 15' 8 3/4"18354 Passed (72%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)47382 @ 12'53672 Passed (88%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.383 @ 9' 2 11/16"0.421 Passed (L/529)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.690 @ 9' 2 7/16"0.843 Passed (L/293)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.06"3619 401 4231 8251 None 2 - Trimmer - PSL 5.25"5.25"3.69"6569 1049 7976 15594 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 5" o/c Bottom Edge (Lu)17' 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 17' 6"N/A 24.5 ---- 1 - Uniform (PSF)0 to 16' (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)16' to 17' 6" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 16' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 16' (Front)2'20.0 -35.0 Snow - Garage 5 - Uniform (PSF)0 to 12' (Front)7'20.0 -35.0 Snow - Main 6 - Uniform (PSF)12' to 16' (Front)3'20.0 -35.0 Snow - Main 7 - Uniform (PLF)12' to 16' (Front)N/A 100.0 --Wall - Gable 8 - Point (lb)12' (Front)N/A 2620 -4410 Linked from: Flush Bedroom #2 (H), Support 2 9 - Point (lb)16' (Front)N/A 2615 690 3317 Linked from: Flush Side Garage (H), Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Flush Middle Garage Front (V) 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 23 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1123 @ 1 1/2"7613 (3.00")Passed (15%)--1.0 D + 1.0 S (All Spans) Shear (lbs)883 @ 1' 1/2"7902 Passed (11%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2599 @ 4' 10 1/2"11985 Passed (22%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.073 @ 4' 10 1/2"0.317 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.121 @ 4' 10 1/2"0.475 Passed (L/946)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"441 682 1123 None 2 - Trimmer - SPF 3.00"3.00"1.50"441 682 1123 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 10.4 -- 1 - Uniform (PSF)0 to 9' 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 Youngfield; plan dated 8/14/2020. 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, 9' Garage Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 24 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2387 @ 4' 2 1/2"2387 (1.87")Passed (100%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1437 @ 3' 5 1/4"2872 Passed (50%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2312 @ 2' 3 1/4"3946 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.013 @ 2' 3 1/4"0.097 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.023 @ 2' 3 1/4"0.194 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.19"1208 273 1590 3071 None 2 - Hanger on 9 1/4" LVL beam 3.50"Hanger¹1.87"1184 268 1560 3012 See note ¹ •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 Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HUS210-2 2.00"N/A 8-16d 8-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 2 1/2"N/A 7.0 ---- 1 - Uniform (PSF)0 to 4' 6" (Front)3'15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 4' 6" (Front)N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 4' 6" (Front)19'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 4' 6" (Front)1'20.0 -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 Youngfield; plan dated 8/14/2020. 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, Flush Middle Garage Back (H) 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 25 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9515 @ 17' 2"20934 (5.50")Passed (45%)--1.0 D + 1.0 S (All Spans) Shear (lbs)9417 @ 15' 8 1/2"18354 Passed (51%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)48339 @ 12'53672 Passed (90%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.391 @ 9' 2 3/16"0.421 Passed (L/516)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.689 @ 9' 1 11/16"0.842 Passed (L/293)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"2.08"3594 464 4339 8397 None 2 - Trimmer - SPF 5.50"5.50"2.50"4104 724 5411 10239 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' o/c Bottom Edge (Lu)17' 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 17' 6"N/A 24.5 ---- 1 - Uniform (PSF)0 to 12' (Front)1'15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)12' to 17' 6" (Front)2'15.0 40.0 -Floor - Upper Level 3 - Uniform (PLF)0 to 12' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PSF)0 to 12' (Front)2'20.0 -35.0 Snow - Garage 5 - Uniform (PSF)0 to 12' (Front)7'20.0 -35.0 Snow - Main 6 - Point (lb)12' (Front)N/A 2620 -4410 Linked from: Flush Bedroom #2 (H), Support 2 7 - Point (lb)12' (Front)N/A 1184 268 1560 Linked from: Flush Middle Garage Back (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Flush Middle Garage Back (V) 3 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 26 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4563 @ 4"13956 (5.50")Passed (33%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)3371 @ 1' 5 3/8"8590 Passed (39%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)11889 @ 6'15953 Passed (75%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.197 @ 6'0.283 Passed (L/690)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.417 @ 6'0.567 Passed (L/326)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.80"2403 2040 840 5283 None 2 - Trimmer - SPF 5.50"5.50"1.80"2403 2040 840 5283 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 3" o/c Bottom Edge (Lu)12' 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 12'N/A 13.0 ---- 1 - Uniform (PSF)0 to 12' (Front)8' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PSF)0 to 12' (Front)1'20.0 -35.0 Snow - Lower 3 - Uniform (PLF)0 to 12' (Front)N/A 80.0 --Wall - Upper Level 4 - Uniform (PLF)0 to 12' (Front)N/A 100.0 --Wall - Gable 5 - Uniform (PSF)0 to 12' (Front)3'20.0 -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 Youngfield; plan dated 8/14/2020. 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, Flush Middle Garage Side (H) 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 27 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2876 @ 0 2869 (1.50")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1560 @ 10 3/4"4308 Passed (36%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)2816 @ 1' 11 1/2"5919 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.010 @ 1' 11 1/2"0.131 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.019 @ 1' 11 1/2"0.196 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1279 588 1542 3409 None 2 - Trimmer - SPF 1.50"1.50"1.50"1279 588 1542 3409 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 11" o/c Bottom Edge (Lu)3' 11" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 11"N/A 10.6 ---- 1 - Uniform (PSF)0 to 3' 11"7' 6"15.0 40.0 -Floor - Upper Level 2 - Uniform (PLF)0 to 3' 11"N/A 80.0 --Wall - Upper Level 3 - Uniform (PSF)0 to 3' 11"3' 6"20.0 -35.0 Snow - Porch 4 - Uniform (PSF)0 to 3' 11"19'20.0 -35.0 Snow - Main Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 28 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1638 @ 1'8181 (5.50")Passed (20%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1019 @ 1' 10"6031 Passed (17%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2358 @ 4' 9 15/16"7156 Passed (33%)1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in)0.097 @ 4' 9 1/2"0.378 Passed (L/939)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.154 @ 4' 9 9/16"0.504 Passed (L/588)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Stud wall - SPF 5.50"5.50"1.50"620 1018 1638 Blocking 2 - Stud wall - SPF 5.50"5.50"1.50"518 857 1375 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 11" o/c Bottom Edge (Lu)8' 11" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 8' 10 3/4"N/A 7.9 -- 1 - Uniform (PSF)0 to 8' 10 3/4" (Front)6'20.0 35.0 Snow - Porch 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Front Porch (H) 2 piece(s) 1 3/4" x 7 1/4" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 29 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1715 @ 0 1913 (1.50")Passed (90%)--1.0 D + 1.0 L (All Spans) Shear (lbs)816 @ 10 3/4"2498 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1465 @ 1' 8 1/2"3431 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.008 @ 1' 8 1/2"0.114 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.011 @ 1' 8 1/2"0.171 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"476 1239 1715 None 2 - Trimmer - SPF 1.50"1.50"1.50"476 1239 1715 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 5"N/A 7.0 -- 1 - Uniform (PSF)0 to 3' 5"18' 1 1/2"15.0 40.0 Floor - Upper Level Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Hallway Opening 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 30 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6907 @ 11' 5 1/2"11419 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)5434 @ 10' 4 1/8"12884 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)19219 @ 5' 9 1/4"23930 Passed (80%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.311 @ 5' 9 9/16"0.378 Passed (L/437)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.435 @ 5' 9 9/16"0.567 Passed (L/312)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.54"1679 4177 5856 None 2 - Trimmer - SPF 3.00"3.00"1.81"1966 4941 6907 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 8" o/c Bottom Edge (Lu)11' 7" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 11' 7"N/A 19.5 -- 1 - Uniform (PSF)0 to 3' 3" (Front)9' 6"15.0 40.0 Floor - Upper Level 2 - Uniform (PSF)3' 3" to 11' 7" (Front)21' 3"15.0 40.0 Floor - Upper Level 3 - Point (lb)3' 3" (Front)N/A 300 800 Floor Girder Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Drop Great/Foyer (H) 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 31 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)5344 @ 1 1/2"7613 (3.00")Passed (70%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)3035 @ 2' 11 1/2"6872 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) [1] Moment (Ft-lbs)3067 @ 3'10422 Passed (29%)1.00 1.0 D + 1.0 L (All Spans) [1] Live Load Defl. (in)0.019 @ 2' 3/4"0.125 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in)0.033 @ 2' 3/4"0.188 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] 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"2.11"2275 1742 2351 6368 None 2 - Trimmer - SPF 3.00"3.00"1.57"1758 2097 874 4729 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' o/c Bottom Edge (Lu)4' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4'N/A 10.4 ---- 1 - Uniform (PSF)0 to 4'9' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 4'N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 4"9' 6"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)0 to 4"N/A 80.0 --Wall - Upper Level 5 - Uniform (PSF)0 to 4"19'20.0 -35.0 Snow - Main 6 - Point (lb)4"N/A 1300 486/-187 2014 Linked from: Great Window Rear, Support 1 7 - Point (lb)3'N/A 1561 1706 989 Linked from: Great Window Rear, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Living Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 32 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)9653 @ 1 1/2"11419 (3.00")Passed (85%)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Shear (lbs)8705 @ 1' 1/2"11854 Passed (73%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Moment (Ft-lbs)10625 @ 3' 6"17977 Passed (59%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) [1] Live Load Defl. (in)0.094 @ 3' 2 5/16"0.208 Passed (L/802)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] Total Load Defl. (in)0.163 @ 3' 2 1/4"0.313 Passed (L/459)--1.0 D + 0.75 L + 0.75 S (All Spans) [1] 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"2.54"4203 3177 4090 11470 None 2 - Trimmer - SPF 3.00"3.00"1.76"2896 2625 2440 7961 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 15.6 ---- 1 - Uniform (PSF)0 to 6' 6"9' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)3' 6" to 6' 6"9' 6"15.0 40.0 -Floor - Upper Level 4 - Uniform (PLF)3' 6" to 6' 6"N/A 80.0 --Wall - Upper Level 5 - Uniform (PSF)3' 6" to 6' 6"19'20.0 -35.0 Snow - Main 6 - Point (lb)1'N/A 3265 1706 3911 Linked from: Great Window Rear, Support 3 7 - Point (lb)3' 6"N/A 414 486/-187 624/-4 Linked from: Great Window Rear, Support 4 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Living Patio Door 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 33 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2458 @ 1 1/2"3825 (3.00")Passed (64%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)1163 @ 1' 1/4"2498 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2687 @ 3' 3"3431 Passed (78%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.037 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.071 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.93"1150 845 900 2895 None 2 - Trimmer - SPF 3.00"3.00"1.93"1150 845 900 2895 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 7.0 ---- 1 - Uniform (PSF)0 to 6' 6"6' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 3 - Point (lb)3"N/A 368 -626 Linked from: Dining Window Rear, Support 2 4 - Point (lb)3' 3"N/A 299 -548 Linked from: Dining Window Rear, Support 3 5 - Point (lb)6' 3"N/A 368 -626 Linked from: Dining Window Rear, Support 4 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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 #5 Window 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 34 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6983 @ 1 1/2"7613 (3.00")Passed (92%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5024 @ 1' 1/2"7902 Passed (64%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8261 @ 3'11985 Passed (69%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.099 @ 3'0.208 Passed (L/756)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.174 @ 3'0.313 Passed (L/432)--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"2.75"3003 1576 3729 8308 None 2 - Trimmer - SPF 3.00"3.00"1.50"1374 914 1359 3647 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"5' 6"15.0 40.0 -Floor - Main Level 2 - Uniform (PLF)0 to 6' 6"N/A 90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 3'7'10.0 40.0 -Floor - Deck 4 - Uniform (PSF)0 to 1'5' 6"15.0 40.0 -Floor - Upper Level 5 - Uniform (PLF)0 to 1'N/A 80.0 --Wall - Upper Level 6 - Uniform (PSF)0 to 1'19'20.0 -35.0 Snow - Main 7 - Uniform (PSF)0 to 3'1'20.0 -35.0 Snow - Porch 8 - Point (lb)1'N/A 1269 -2161 Linked from: Bedroom #4 Window, Support 1 9 - Point (lb)3'N/A 1107 -2157 Linked from: Drop Covered Deck Right (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 Youngfield; plan dated 8/14/2020. 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, Flex Window 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 35 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)11918 @ 7' 10 1/2"15225 (6.00")Passed (78%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3488 @ 1' 1/2"6872 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)8853 @ 4'10422 Passed (85%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.207 @ 4'0.258 Passed (L/450)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.287 @ 4'0.387 Passed (L/325)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.86"1317 3400 4717 None 2 - Trimmer - SPF 6.00"6.00"4.70"3365 8554 11919 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 1" o/c Bottom Edge (Lu)8' 3" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 3"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 3" (Front)21' 3"15.0 40.0 Floor - Main Level 2 - Point (lb)8' 3" (Front)N/A 1966 4941 Linked from: Drop Great/Foyer (H), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Lower Level, Drop Living/Hall (H) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 36 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2910 @ 3' 2 1/2"3806 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1180 @ 1' 1/2"6872 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2244 @ 1' 8"10422 Passed (22%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.014 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.020 @ 1' 8"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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.92"1456 3406 4862 None 2 - Trimmer - SPF 1.50"1.50"1.50"906 2004 2910 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 2 1/2"N/A 10.4 -- 1 - Uniform (PSF)0 to 3' 2 1/2"14' 4 1/2"15.0 40.0 Floor - Main Level 2 - Uniform (PLF)0 to 3' 2 1/2"N/A 90.0 -Wall - Main Level 3 - Uniform (PSF)0 to 3' 2 1/2"18' 1 1/2"15.0 40.0 Floor - Upper Level 4 - Point (lb)0 N/A 476 1239 Linked from: Hallway Opening, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Youngfield; plan dated 8/14/2020. 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, Mechanical Door 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 37 / 43 Wall Height: 18' 11"Member Height: 18' 6 1/2"O. C. Spacing: 16.00" Design Results Actual Allowed Result LDF Load: Combination Slenderness 34 50 Passed (69%)---- Compression (lbs)1650 3690 Passed (45%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)1650 4383 Passed (38%)--1.0 D + 1.0 S Lateral Reaction (lbs)163 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)155 3740 Passed (4%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)758 @ mid-span 1887 Passed (40%)1.60 1.0 D + 0.6 W Total Deflection (in)1.23 @ mid-span 1.24 Passed (L/182)--1.0 D + 0.6 W Bending/Compression 0.61 1 Passed (61%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 S •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for the design is zero •Applicable calculations are based on NDS. •A bearing area factor of 1.25 has been applied to base plate bearing capacity. •A 4% increase in the moment capacity has been added to account for repetitive member usage. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 1' System : Wall Member Type : Stud Building Code : IBC 2018 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d x 2.5" Box (Toe)3 N/A Base Nails 8d x 2.5" Box (Toe)3 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Loads Spacing (0.90)(1.15)Comments 1 - Point (PLF)16.00"380.0 665.0 2 - Point (PLF)16.00"70.0 122.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (28'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Spacing (1.60)Comments 1 - Uniform (PSF)Full Length 16.00"22.0 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Stairs, Studs 1 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL @ 16" OC ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTC Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 38 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2894 @ 0 3728 (1.50")Passed (78%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2127 @ 8 3/4"8268 Passed (26%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3979 @ 2' 9"5232 Passed (76%)1.15 1.0 D + 1.0 S (All Spans) Vert Live Load Defl. (in)0.112 @ 2' 9"0.183 Passed (L/588)--1.0 D + 1.0 S (All Spans) Vert Total Load Defl. (in)0.178 @ 2' 9"0.275 Passed (L/371)--1.0 D + 1.0 S (All Spans) Lat Member Reaction (lbs)237 @ 5' 6"N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)201 @ 5"4060 Passed (5%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)326 @ mid-span 3750 Passed (9%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.039 @ mid-span 0.367 Passed (L/999+)--1.0 D + 0.6 W Bi-Axial Bending 0.54 1.00 Passed (54%)1.60 1.0 D + 0.45 W + 0.75 L + 0.75 S System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Lateral deflection criteria: Wind (L/180) Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1065 1829 2894 None 2 - Trimmer - SPF 1.50"1.50"1.50"1065 1829 2894 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 Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce-Pine-Fir Nails 10d x 3" Box (End)3 Right 2X Spruce-Pine-Fir Nails 10d x 3" Box (End)3 Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.4 -- 1 - Uniform (PSF)0 to 5' 6"19'20.0 35.0 Snow - Main • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (28'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 6'24.0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Tall Wall - Stairs, Upper Header 1 piece(s) 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 39 / 43 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 40 / 43 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3239 @ 0 5528 (1.50")Passed (59%)--1.0 D + 1.0 S (All Spans) Shear (lbs)293 @ 5"1733 Passed (17%)0.90 1.0 D (All Spans) Moment (Ft-lbs)475 @ 2' 9"1600 Passed (30%)0.90 1.0 D (All Spans) Vert Live Load Defl. (in)0.000 @ 0 0.183 Passed (2L/999+)--1.0 D (All Spans) Vert Total Load Defl. (in)0.106 @ 2' 9"0.275 Passed (L/625)--1.0 D (All Spans) Lat Member Reaction (lbs)347 @ 5' 6"N/A Passed (N/A)1.60 1.0 D + 0.6 W Lat Shear (lbs)273 @ 7"8727 Passed (3%)1.60 1.0 D + 0.6 W Lat Moment (Ft-lbs)476 @ mid-span 4243 Passed (11%)1.60 1.0 D + 0.6 W Lat Deflection (in)0.032 @ mid-span 0.367 Passed (L/999+)--1.0 D + 0.6 W Bi-Axial Bending 0.28 1.00 Passed (28%)1.60 1.0 D + 0.6 W System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Lateral deflection criteria: Wind (L/180) •Member has been designed in flat (plank) orientation with vertical (gravity) loads applied to wide strand face. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1410 1829 3239 None 2 - Trimmer - SPF 1.50"1.50"1.50"1410 1829 3239 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 Lateral Connections Supports Plate Size Plate Material Connector Type/Model Quantity Nailing Left 2X Spruce-Pine-Fir Nails 10d x 3" Box (End)5 Right 2X Spruce-Pine-Fir Nails 10d x 3" Box (End)5 Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 5.6 -- 1 - Uniform (PLF)0 to 5' 6"N/A 120.0 -Wall 2 - Point (lb)0 N/A 1065 1829 Linked from: Upper Header, Support 1 3 - Point (lb)5' 6"N/A 1065 1829 Linked from: Upper Header, Support 2 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (28'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 9'23.3 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Tall Wall - Stairs, Lower Header 1 piece(s) 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL (Plank) ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 41 / 43 • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTCJeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 42 / 43 Wall Height: 18' 11"Member Height: 18' 6 1/2"Tributary Width: 3' 9 1/2" Design Results Actual Allowed Result LDF Load: Combination Slenderness 34 50 Passed (69%)---- Compression (lbs)1000 11071 Passed (9%)1.15 1.0 D + 1.0 S Plate Bearing (lbs)1000 10519 Passed (10%)--1.0 D + 1.0 S Lateral Reaction (lbs)465 ----1.60 1.0 D + 0.6 W Lateral Shear (lbs)442 11220 Passed (4%)1.60 1.0 D + 0.6 W Lateral Moment (ft-lbs)2154 @ mid-span 5518 Passed (39%)1.60 1.0 D + 0.6 W Total Deflection (in)1.16 @ mid-span 1.24 Passed (L/192)--1.0 D + 0.6 W Bending/Compression 0.40 1 Passed (40%)1.60 1.0 D + 0.6 W •Lateral deflection criteria: Wind (L/180) •Input axial load eccentricity for the design is zero •Applicable calculations are based on NDS. •The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple-member connection requirements. Supports Type Material Top Dbl 2X Spruce-Pine-Fir Base 2X Spruce-Pine-Fir Max Unbraced Length Comments 1' System : Wall Member Type : Column Building Code : IBC 2018 Design Methodology : ASD Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 10d x 3" Box (End)6 N/A Base Nails 10d x 3" Box (End)6 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Tributary Width (0.90)(1.15)Comments 1 - Point (lb)N/A 200 800 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (28'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. Wind Lateral Load Location Tributary Width (1.60)Comments 1 - Uniform (PSF)Full Length 3' 9 1/2"22.0 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 Youngfield; plan dated 8/14/2020. Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Tall Wall - Stairs, Columns 3 piece(s) 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL ForteWEB Software Operator Job Notes 9/1/2020 7:13:36 PM UTC Jeffrey Doty, Design Supervisor Lyman Lumber Company (952) 470-4866 jeff_doty@lymanlumber.com ForteWEB v3.0, Engine: V8.1.3.1, Data: V8.0.0.0 File Name: xxxx Inndale Drive, Lakeville, MN - Oakhill Youngfield Homes Oakhill xxxx Inndale Drive, Lakeville, MN 9/1/2020; #24283 Page 43 / 43 2TKPV0COG 5KIPGF 0KEM*CPUQP +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[ OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF 2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC .KEGPUG0WODGTÄÄ&CVG 5%12'1(&4#9+0)5 6*'5'%#56Ä+0Ä2.#%'%10%4'6'(170&#6+109#..)7+&'.+0'&4#9+0)5#4'24'2#4'&#0& %'46+(+'&$;6*'*#0510)4172+0%1/2.+#0%'9+6*6*'/+00'516#4'5+&'06+#.%1&'6*'5' &4#9+0)5%106#+05647%674#.+0(14/#6+10(1475'+06*'%105647%6+101(56#0&#4&%+2 %10%4'6'(170&#6+105(146;2+%#.4'5+&'06+#.%10&+6+1056*+5+0(14/#6+10+54'.'8#06 616*'%10%4'6'%1064#%6146*')'0'4#.%1064#%614#0&6*'(4#/+0)%1064#%614 6*'5'&4#9+0)5':2+4'10&'%'/$'4 (170&#6+10)7+&' &4#9+0)+0&': 5%12'+0&': %'46+(+%#6+10 5 75')7+&'.+0'5#0&/#6'4+#.5 5 )'0'4#.016'5 5 56'2(116+0)&'6#+.5 9#.-1769#..&'6#+.5 .11-176-0''9#..&'6#+.5 ':6'4+14.19)4#&'(170&#6+10&'6#+.5 $#5'/'069#..&'6#+.5 $#5'/'069#..8'46+%#.4'+0(14%+0)6#$.'5 $4+%-.'&)'&'6#+.5 5 (.114/'/$'4$'#4+0)&'6#+.#0&%100'%6+106#$.'5 $#5'/'069#..#0%*1452#%+0)6#$.'5 010Ä$'#4+0)9#..,1+56$.1%-+0)&'6#+.5 010Ä$'#4+0)9#..64755$.1%-+0)&'6#+.5 9+0&199'..&'6#+.5 56'22+0)&1909#..9+6*)4#&'&'6#+.5    %12;4+)*6*#0510)4172..%© %KV[ QH5JGGV &TCYKPI&CVG 2TQLGEV0WODGT   ,CPWCT[5 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 5%12'+0&': %'46+(+%#6+10 2TQLGEV %NKGPV 4GX&CVG5+6'#&&4'55 5VCVG<KR/0 -KNOGT.CPG0QTVJ5WKVG2N[OQWVJ/0 6GNÄÄYYYJCPUQPITQWROPEQO    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 6*'%1064#%614.+56'&+06*'6+6.'$.1%-$'.19+5.+%'05'&$;6*'*#0510)41726175'6*+5 2#%-'69+6*+06*'5'.+/+6#6+105016'&(14241,'%659*+%*6*'.+%'05''+5&+4'%6.;4'52105+$.' 6*'.+%'05''/#;4'.'#5'6*+52#%-'661+6557$Ä%1064#%6145#0&%.+'065(1475'+06*' 241%74'/'061($7+.&+0)2'4/+65(14241,'%659*+%*6*'.+%'05''+575+0)6*'5'&4#9+0)5 6*'(170&#6+10)7+&'.+0'5#4'61$'+557'&616*'#224124+#6'$7+.&+0)&'2#46/'06+0 #%%14&#0%'9+6*6*'+4#22418'&241%'&74'(1475'$;6*'$7+.&+0)#)'0%;&74+0)2.#04'8+'9 #0&+052'%6+105 .+/+6#6+105  $#5'/'06(170&#6+109#..56'0(11614.'55+0%.'#4*'+)*6 (41/6121((.1145.#$61612 1(%10%4'6'9#..#65+..2.#6'$'#4+0)Ä0160'%'55#4+.;$#5'/'06%'+.+0)*'+)*6   5647%674'*'+)*6+501661':%''&6915614+'5#$18'6*'$#5'/'06  18'4#..$7+.&+0)+5#557/'&61(#..9+6*+06*'24'5%4+26+8'.+/+6#6+1051(6*'%1&'#5+6' 52'%+(+%2.#04'8+'9*#5016$''02'4(14/'&  5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170&#6+109#..5+52'4/+66'&  ':6'4+14)4#&'5.12+0)&190#0&#9#;(41/6*'(170&#6+109#..5  #0;%#5'$';10&6*'#$18'016'&+6'/54'37+4'55'2#4#6'#0&52'%+(+%5647%674#. 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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 XXX Inndale Dr Lot 1 Block 5 Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Monday, August 17, 2020 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, August 17, 2020 Client Name:Country Joe Homes Client Address:XXX Inndale Dr Lot 1 Block 5 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:1,436 CFM Per Square ft.:0.282 Square ft. of Room Area:5,096 Square ft. Per Ton:1,495 Volume (ft³):33,608 Building Loads Total Heating Required Including Ventilation Air:81,705 Btuh 81.705 MBH Total Sensible Gain:31,617 Btuh 77 % Total Latent Gain:9,290 Btuh 23 % Total Cooling Required Including Ventilation Air:40,906 Btuh 3.41 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\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM 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:0.370 AC/hr 0.190 AC/hr 207 CFM 106 CFM Infiltration Actual:0.352 AC/hr 0.151 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 33,608 X 33,608 11,815 Cu.ft./hr 5,072 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:197 CFM 85 CFM Total Building Ventilation:65 CFM 65 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:0.370 AC/hr (207 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (106 CFM), Construction: Average C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.41 1,495 5,096 31,617 9,290 40,906 81,705 986 1,436 1,436 System 1 3.41 1,495 5,096 31,617 9,290 40,906 81,705 986 1,436 1,436 12x20 Ventilation 971 1,604 2,575 6,035 Return Duct 0 0 0 2,043 Humidification 5,279 Zone 1 5,096 30,646 7,686 38,332 68,348 986 1,436 1,436 12x20 1-Lower Level 1,548 6,514 1,451 7,965 16,320 235 305 305 3--7 2-Main Level 1,546 12,493 3,349 15,842 25,072 362 585 585 6--7 3-Upper Level 2,002 11,639 2,886 14,525 26,956 389 545 545 5--7 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM 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 System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 380.6 235 305 305 3--7 2-Main Level Built-In 0 750 0.01 0.1 365 362 585 585 6--7 3-Upper Level Built-In 0 750 0.01 0.1 408.1 389 545 545 5--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 861.4 986 1,436 1,436 12x20 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:986 Cooling Flow:1436 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM 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 11,224 0 7,504 7,504 4agdoor: Glazing-84 2,120 0 1,412 1,412 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 11G: Door-Wood - Panel, U-value 0.54 21 987 0 284 284 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05 1136 4,942 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 3423 19,358 0 2,135 2,135 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 2004 3,836 0 2,160 2,160 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 1548 3,636 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 456 1,389 0 144 144 Subtotals for structure:48,022 0 13,791 13,791 People:5 1,000 1,150 2,150 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:4,085 0 0 0 Infiltration: Winter CFM: 197, Summer CFM: 85 18,283 2,086 1,263 3,349 Ventilation: Winter CFM: 65, Summer CFM: 65 6,035 1,604 971 2,575 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 14.39 gal/day :5,279 0 0 0 AED Excursion:0 0 1,045 1,045 Total Building Load Totals:81,705 9,290 31,617 40,906 Check Figures Total Building Supply CFM:1,436 CFM Per Square ft.:0.282 Square ft. of Room Area:5,096 Square ft. Per Ton:1,495 Volume (ft³):33,608 Building Loads Total Heating Required Including Ventilation Air:81,705 Btuh 81.705 MBH Total Sensible Gain:31,617 Btuh 77 % Total Latent Gain:9,290 Btuh 23 % Total Cooling Required Including Ventilation Air:40,906 Btuh 3.41 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\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM 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:1,548.0 sq.ft.Supply Air:305 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.5 AC/hr Volume:12,384 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:16 CFM Runout Air:102 CFM Percent of Supply.:5 % Runout Duct Size:7 in.Actual Summer Vent.:14 CFM Runout Air Velocity:381 ft./min.Percent of Supply:5 % Runout Air Velocity:381 ft./min.Actual Winter Infil.:24 CFM Actual Loss:0.074 in.wg./100 ft.Actual Summer Infil.:10 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 60 X 8 480 0.050 4.4 2,088 0.0 0 0 E -Wall-15B0-10sf-8 41 X 8 328 0.050 4.4 1,427 0.0 0 0 S -Wall-12F-0bw 60 X 8 360.5 0.065 5.7 2,039 0.6 0 225 W -Wall-15B0-10sf-8 41 X 8 328 0.050 4.4 1,427 0.0 0 0 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 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 UP-Ceil-16B-44 2 X 1 2 0.022 1.9 4 1.1 0 2 Floor-21A-20 1 X 1548 1548 0.027 2.3 3,636 0.0 0 0 Subtotals for Structure:13,635 0 2,235 Infil.: Win.: 23.7, Sum.: 10.2 480 4.577 2,197 0.317 251 152 Ductwork:488 0 AED Excursion:222 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:16,320 1,451 6,514 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM 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:1,546.0 sq.ft.Supply Air:585 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:13,914 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:24 CFM Runout Air:98 CFM Percent of Supply.:4 % Runout Duct Size:7 in.Actual Summer Vent.:26 CFM Runout Air Velocity:365 ft./min.Percent of Supply:5 % Runout Air Velocity:365 ft./min.Actual Winter Infil.:90 CFM Actual Loss:0.068 in.wg./100 ft.Actual Summer Infil.:38 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 60 X 9 481.5 0.065 5.7 2,723 0.6 0 300 E -Wall-12F-0bw 41 X 9 325.5 0.065 5.7 1,841 0.6 0 203 S -Wall-12F-0bw 60 X 9 373.2 0.065 5.7 2,111 0.6 0 233 W -Wall-12F-0bw 41 X 9 369 0.065 5.7 2,087 0.6 0 230 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.28 100%S 16.5 0.290 25.2 416 9.4 0 155 E -Gls-4a shgc-0.28 0%S (4)16 0.290 25.2 404 30.3 0 484 S -Gls-4a shgc-0.28 0%S (6)82.5 0.290 25.2 2,082 16.8 0 1,386 S -Gls-4a shgc-0.28 0%S 24.8 0.290 25.2 624 16.8 0 416 E -Gls-4a shgc-0.28 0%S (2)27.5 0.290 25.2 694 30.3 0 832 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 17.5 0.290 25.2 442 16.8 0 294 Subtotals for Structure:16,001 0 5,675 Infil.: Win.: 89.6, Sum.: 38.5 1,818 4.578 8,322 0.316 949 575 Ductwork:749 0 AED Excursion:426 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:25,072 3,349 12,493 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Upper 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:2,002.0 sq.ft.Supply Air:545 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.0 AC/hr Volume:16,016 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:26 CFM Runout Air:109 CFM Percent of Supply.:5 % Runout Duct Size:7 in.Actual Summer Vent.:25 CFM Runout Air Velocity:408 ft./min.Percent of Supply:5 % Runout Air Velocity:408 ft./min.Actual Winter Infil.:84 CFM Actual Loss:0.085 in.wg./100 ft.Actual Summer Infil.:36 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 60 X 8 394.5 0.065 5.7 2,231 0.6 0 246 E -Wall-12F-0bw 46 X 8 353 0.065 5.7 1,996 0.6 0 220 S -Wall-12F-0bw 60 X 8 397.8 0.065 5.7 2,249 0.6 0 248 W -Wall-12F-0bw 46 X 8 368 0.065 5.7 2,081 0.6 0 230 N -Gls-4a shgc-0.28 100%S (2)30 0.290 25.2 756 9.3 0 280 N -Gls-4a shgc-0.28 100%S (2)33 0.290 25.2 832 9.4 0 310 N -Gls-4a shgc-0.28 100%S (2)22.5 0.290 25.2 568 9.3 0 210 E -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 S -Gls-4a shgc-0.28 0%S (4)60 0.290 25.2 1,512 16.8 0 1,008 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 S -Gls-4a shgc-0.28 0%S 6.2 0.290 25.2 158 16.8 0 105 UP-Ceil-16B-44 2002 X 1 2002 0.022 1.9 3,832 1.1 0 2,158 Floor-20P-30 1 X 456 456 0.035 3.0 1,389 0.3 0 144 Subtotals for Structure:18,386 0 5,881 Infil.: Win.: 83.6, Sum.: 35.9 1,696 4.578 7,764 0.316 886 536 Ductwork:806 0 AED Excursion:397 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:26,956 2,886 11,639 C:\Users\Slykke\Desktop\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,548 16,320 235 3-7 381 6,514 1,451 305 305 2 Main Level 1,546 25,072 362 6-7 365 12,493 3,349 585 585 3 Upper Level 2,002 26,956 389 5-7 408 11,639 2,886 545 545 Ventilation 6,035 971 1,604 Humidification 5,279 Return Duct 2,043 0 0 System 1 total 5,096 81,705 986 31,617 9,290 1,436 1,436 System 1 Main Trunk Size:12x20 in. Velocity:861 ft./min Loss per 100 ft.:0.096 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.41 77% / 23%31,617 9,290 40,906 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\XXX Inndale Dr Lot 1 Block 5.rh9 Monday, August 17, 2020, 1:24 PM 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 8/17/2020 Mailing Address of the Dwelling or Dwelling Unit City xxx Inndale Dr Lot 1 Block 5 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 other system 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 Water Heater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD60100 WEG100C2X045 BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: 100 Output in Tons:3.5 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 81,705 31,617 40,906 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-300 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 150 High:300 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 9/10/20XDJM