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HomeMy WebLinkAboutLA192483 18903 Ixonia Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION FIRST FLOORTOTAL4,419 SF1,443 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,216 SF685 SF227 SFUNFINISHEDSECOND FLOOR1,760 SF-SIDEWALK52 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,345 SF647 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"200 AMP SERVICEGARAGE RIGHTWALKOUTPRESERVE OF LAKEVILLELOT 4, BLOCK 118903 IXONIA AVE.JACOB & SARA FREILING2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, 55044DNOTED OTHERWISE ON PLANS.ALL HEADERS ARE (2) 2x10 TYPICAL UNLESSWITH DIMENSIONS TO BE VERIFED SHALLTRUSS DESIGN BY MFG. TRUSSES NOTEDHEADERS:TRUSSES:BE FIELD MEASURED BY TRUSS SUPPLIER6'-11-3/8"2018 BUILDING CODE2015 ENERGY CODESCALE: 3/4" = 1'-0"COLUMN #7 - STRAIGHTLINE OF STONET.O. RIM214" 3'-0" 2'-93 4"LINE OF BOX1'-10"1'-4"2x6 BLOCKING1x6 LP TRIM2'-0"LP PANEL1x6 LP WRAP6x6 TREATED POSTW/ CEDARMILL1'-2"1'-4"TREXALUMINUM SOFFIT2'-0"12" CONC. PIERT.O. FTG.T.O. WALL6x6 POST2 X 10 DROPPEDHEADER2x8 DECK JOISTDECKINGTREATED3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEEL. 107'-0"SIDEWALK 52 SF4'-0"Garage8'-6"8'-6"4'-0"Porch2'-0"6'-0"2'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERS8'-4" TALL FOUNDATION WALLYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATIONFIREPLACE FROM GREAT ROOMSCALE: 1/4" = 1'-0"GreatRoom1'-434"1'-434"3'-6"9'-118"3'-214"LINE OFFIREPLACE4'-518"4'-8" 4'-8"1'-5"TILE6'-678"6'-714"6"SHEETROCK19'-558"3'-314"3'-10"3'-358"2'-914"6'-312"GAS FIREPLACE20'-234"1'-5"(2) 2x106'-0"(2) 2x10BUILT-IN'S1'-7"BUILT-IN'SBUILT-IN'SBUILT-IN'SB(2)30x24 FIX MULLEDB(2)30x24 FIX MULLED3'-638"3'-958"3'-538"3'-538"SCALE: 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 PIPE4-23-21A-0COVER SHEETHOLLYBROOK 4 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670Dave.Zweber@DavidCharlezDesigns.com ORIGINAL DESIGN WORK BY:/DZELEV. A, B OR C SCALE: 1/4" = 1'-0"1MAY 13, 20212MAY 21, 2021JUNE 8, 20213JUNE 16, 20214JUNE 21, 20215Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode07/06/2021dmathews SCALE: 1/4" = 1'-0"FRONT ELEVATION "C"A-11FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.1'-6"8'-0" 8'-0"128T.O. FTG.EL. 104'-4"TOP OF FTGEL.100'-0"2ND FLOORELEV. 119'-7-7/8"1ST FLOORELEV. 109'-6-1/8"TOP OF PLATE1'-0"ELEV. 127'-9"5-1/2" TRIMBOARDSWINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIM5-1/2" TRIMBOARDHARDIE LAPHARDIE LAP7-1/2" FRIEZE BOARD5 1/2" TRIM BOARDHARDIE SHAKES6" CUT BLOCKS1287-1/2" FRIEZE BOARD18" RAKE18" RAKE24" RAKE18" RAKE12" TRIM BD.ADDRESSFOR BRACED WALL REQUIREMENTSUSE 1/2" OSB SHEATHINGBOTH GARAGE PIERSFYPON BKTFYPON BKT6" BOX OUTBL 26656" CUT BLOCKSHARDIE BOARD & BATTEN8" O.C. SPACINGBL 2665HARDIE LAPHARDIE SHAKES1'-6"HARDIE SHAKES8" TRIM - 7-1/4" FRAMED SOFFIT3'-6"HARDIE LAPHEEL HEIGHTS FORPORCH AND GARAGEBASED ON BOTTOM OFFASCIA BEING FLUSH W/TOP OF 7-1/4" BEAM.7-1/2" FRIEZE BOARDFYPON BKT24" OH, 8/12 PITCH12" x 28" x 5-1/4"BL 2606DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)6:126:12STONE RETURN24" RAKE4" TRIMFUR OUTGABLE 2"HARDIE SKIRT BD.WINDOWSWINDOWS12" TRIM BOARDSHARDIE ON ALL 4 SIDESSHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVESBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE15'-0"ELEVATIONSHOLLYBROOK A-1TWO STORY 4 BEDROOM4-23-21LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ DZ2MAY 21, 20211MAY 13, 2021JUNE 8, 20213JUNE 16, 202145JUNE 21, 2021 SCALE: 1/8" = 1'-0" RIGHT ELEVATION3 A-2 A-2 LEFT ELEVATION2 SCALE: 1/8" = 1'-0" 1ST FLOOR 2ND FLOOR TOP OF PLATE 1'-6" 6 12 TOP OF FTG. VARIES GRADE 6" EARTH SEPARATION BETWEEN SIDING AND ELEV. 127'-9" ELEV. 109'-6-1/8" ELEV. 119'-7-7/8" 6 12 TOP OF PLATE 1'-6" 6 12 TOP OF FTG. EL.100'-0" ELEV. 127'-9" 1'-6" EL.100'-0" 6 12 10'-0" 10'-0" 8 12 GAS F.P. VENT 1'-6" SCALE: 1/8" = 1'-0" ROOF PLAN A-2 4 8:12 6:12 6:12 8:12 8:128:128:128:12 6:12 11 ROOF VENTS 28'-0"28'-0"HARDIE ON ALL 4 SIDES HARDIE ON ALL 4 SIDES 1 REAR ELEVATION 1'-0" ELEV. 109'-6-1/8" 1'-0" ELEV. 119'-7-7/8" 2ND FLOOR TOP OF PLATE ELEV. 127'-9" ROOF VENTS 1ST FLOOR EL.96'-4" TOP OF FOOTING 1'-6" (TYP.) 8 12 6:12 HARDIE ON ALL 4 SIDES 6 12 4 12 INTERIOR VAULT 1'-6" 1x6 COLORPLUS TRIM@ BEAM 14'-0" SCREENED PORCH A-2 SCALE: 1/8" = 1'-0" 14'-0"9'-118"4"1'-0"SCREENED WESTBURY RAILING @ LANDING & STAIRS PORCHDOOR TOP OF FTG. VARIES 14'-0"9'-118"4"1'-0"SCREENED PORCH DOOR WESTBURY RAILING WESTBURY RAILING (2) 2x10STAIRSSCREEBED PORCH BELOW STAIRS 7'-6"7'-312"ELEVATIONS A-2HOLLYBROOKTWO STORY4 BEDROOM4-23-21 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/DZ 1 MAY 13, 2021 2 MAY 21, 2021 JUNE 8, 20213 JUNE 16, 20214 5 JUNE 21, 2021 NOTE: 8" x 20" - TYPICAL CONCRETE FOOTINGS T.O. 8" WALL EL. 108'-4" T.O. FTG. EL. 96'-4"T.O. 8" WALL EL. 108'-4" T.O. FTG. EL. 96'-4" 44'-0" 9'-6"13'-3"14'-3"7'-0" 8'-4" TALL FOUNDATION WALL 6'-0"x 6'-11" PATIO T.O. 8" CONC. T.O. FTG. EL. 100'-4" EL. 96'-4"10'-0"MIN. FTG. STEP42x60 10'-0"MIN. FTG. STEP14'-0" (2) 9-1/2" LSL AA 5,000 LB. FOOTING STRENGTH MIX BASEMENT PLAN SCALE: 1/4" = 1'-0"A-3 1 SLOPE SLAB FOR DRAINAGET.O. 6" CURB EL. 108'-4" EL. 104'-4" T.O. FTG. VARIES Unexcavated 4" CONC. SLAB T.O. SLAB T.O. SLAB EL. 100'-4" Finished Family Rm. CARPET SOFTENER OUTLET FURN. Finished Bedroom CARPET START SLAB AT TOP OF WALL AT BACK OF GARAGE EL. 108'-4" T.O. 8" WALL EL. 104'-4" T.O. FTG. EL. 107'-8" T.O. 6" CURB 30"40'-0"10'-7"20'-234"11'-0"19'-0" 1'-412"8'-3" M.O.1'-41 2"1'-412"16'-3" M.O.1'-412"28'-0"20'-0"15'-1"4'-11"4'-414"13'-914"6'-0"48'-0"31'-634"2'-0"1'-0"CJ20'-0"13'-6"7'-0"20'-6" 23'-6" USE (1) 2x6 TOP PLATE 8'-4" WALLS 9'-214"Finished Bath VINYL 47 SF (FLR)28"4'-11"4'-414"8'-314" (2) 2x10 DROPPED ROD & SHELF28"Finished W.I.C. CARPET 3'-0" 7'-41 4" 51'- 4 3 8" 37'- 2 7 16"59'-5916"Stairs5'-2"17'-412"11'-0" UP 10"360 SERIES IN THIS AREA R22 16" O.C.1'-0"HALF WALL4'-334"4'-11"3"16'-034"6'-0"1'-0"7'-0"10'-0"8'-0" 20'-6" 12" CONC. PIER SEE SHEET A-0 DIST. REQ'D. FOR STAIRS ( VERIFY ACT. TO FINAL GRADE ) F T G S . T Y P . 2 4 " x 2 4 " (3) 2x10 (3) 2x10 - DROPPED (3) 2x10 DROPPED(3) 2x10 - DROPPED8'-0"1'-0"1'-0"5'-312"3'-11 2" (2) 2x10 2'-0"VOIDWALL TO ALLOW24" VOID UNDER FOR SEWER11'-412"2'-834" 4" DRAINTILE AT FOOTINGS ON EACH WALL AS MARKED 54x60 30x6030x60 (3)9-1/2" LSL 2-2x62-2x6(2) 2x10 DROPPED NO DRAINTILE AT WALKOUT WALL ONLY WATER HEATERMechanical/ Storage 4" CONC. SLAB 227 SF SUMP 12'-0"1 A6 2'-0"2'-0"CD FIRE RESISTANT FLOOR SYSTEM OR 1/2" GYPSUM WALL BOARD WITH 80 SQ. FEET UNPROTECTED 30x30x12 FOOTINGS 2" BRICK LEDGEEL. 107'-8" 2 A7 20'-214"13'-814"7'-934"6'-934"42x42x12 FOOTING W/ #5 BAR 12" O.C. BOTH DIRECTIONS 42x42x12 FOOTING W/ #5 BAR 12" O.C. BOTH DIRECTIONS HOSEBIB HOSEBIB APPROXIMATE LINE OF SOFFIT S S T.O. 8" WALL EL. 100'-0" T.O. FTG. EL. 108'-4"11-7/8" TJI JOISTS - SEEEWP PLAN FOR SPACING 11-7/8" TJI JOISTS - SEEEWP PLAN FOR SPACING 11-7/8" TIMBERSTRAND LSLJOISTS MECH RM ONLY2 A-3 50'-0"32"(2) 2x10 Finished Bar Area CARPET S 28" 60x34 3'-734"1'-113 4"5'-41 2"7'-101 2" MUSTEE #14 FLOOR MOUNT WATER SOFTENER19'-914"6'-6"14'-0"x14'-0" Screened Porch Above SEE DECK DETAILS FOR FOOTING LOCATIONS 24"4 5'-0"3'-914"4'-0"18" FLAIR AT BOTTOM13'-914"BELOW GRADE BE A MIN. OF 42" ALL FOOTINGS TO 24" FLAIR AT BOTTOM 42x42x12 FOOTINGS W/ #5 BAR 12" O.C. 6" WIDE x 12" TALL BEAM POCKET 10'-0" (3) 11 7/8 LSL (3) 11 7/8 LSL 8'-0" BASE & UPPER CABINETSWET BAR - INSTALL SINKTILE CARPET 2'-0"STERLILNG B 155-2 STAINLESSAPPROX. LOCATIONOF ELEC PANELPROVIDE UFERGROUNDING ROD6'-0"LIFTED UP 3" 2'-0" VOID WALL TO ALLOWFOR SEWER 24" VOID UNDER 1'-4" VOID WALL TO ALLOWFOR SEWER 16" VOID UNDER HVAC30" BEV. REF.3-2x65 x 7 PS L (1) 11 7/8 LSL(1) 11 7/8 LSLGREATER THAN 44" ABOVE SLAB WINDOW, FINISHED SILL HT. TO BE NO VERIFY EXACT R.O. SIZE FOR EGRESS (1) 11 7/8 LSL 2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND FINISHED ROOM SIZES BEDROOM - CARPET STAIR - CARPET FAMILY ROOM - CARPET BAR AREA - CARPET/TILE MECHANICAL/STORAGE TOTAL 176 SF 83 SF 572 SF 131 SF 196 SF 1,300 SF W.I.C. - CARPET 75 SF BATH - VINYL 67 SF MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D 6'-11-3/8" UFER GROUNDING ROD ONE GROUNDING ROD MUST BE PROVIDED. VERIFY SIDE OF GARAGE SIDE: PLACE ROD 4'-0" BACK FROM FRONT CORNER. HOUSE SIDE: PLACE ROD 6'-0" ELECTRICAL SERVICE. BACK FROM FRONT CORNER. BASEMENT PLAN A-3HOLLYBROOKTWO STORY4 BEDROOM4-23-21 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/DZ 1 MAY 13, 2021 2 MAY 21, 2021 JUNE 8, 20213 JUNE 16, 20214 5 JUNE 21, 2021 BWPs Above UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 5 CO NOTE: T.O. 8" WALL EL. 108'-4" T.O. FTG. EL. 96'-4" 44'-0" 13'-3"14'-3"7'-0" 8'-4" TALL FOUNDATION WALL 6'-0"x 6'-11" PATIO T.O. 8" CONC. T.O. FTG. EL. 100'-4" EL. 96'-4" 42x60 10'-0"MIN. FTG. STEP14'-0" (2) 9-1/2" LSL AA (2) 2x10 11'-412"54x60 30x60 (3)9-1/2" LSL 2-2x6NO DRAINTILE AT WALKOUT WALL ONLY HOSEBIB EWP PLAN FOR SPACING 14'-0"x14'-0" Screened Porch Above SEE DECK DETAILS FOR FOOTING LOCATIONS 6'-91 4"6'-91 4" 234"23 4" 5'-0"3'-914"4'-0"18" FLAIR AT BOTTOM13'-914"BELOW GRADE BE A MIN. OF 42" ALL FOOTINGS TO 24" FLAIR AT BOTTOM GREATER THAN 44" ABOVE SLAB WINDOW, FINISHED SILL HT. TO BE NO VERIFY EXACT R.O. SIZE FOR EGRESS (TIMBERSTRAND) SECTION @ MECH. ROOM2 DTL SCALE: 1" = 1'-0" 118" RIM LSL JOISTTJI JOIST 2x6 WALL MECHANICAL ROOMFINISHED BASEMENT FINISHED BASEMENTS ONLY 8'-21 4" Finished Bar Area CARPET 6" WIDE x 12" TALLBEAM POCKET(3) 11 7/8 LSLDROPPED8'-0" BASE & UPPER CABINETS WET BAR - INSTALL SINKTILE CARPET2'-0"STERLILNG B 155-2 STAINLESS 30" BEV. REF. 30" BEV. REF.`8'-0"7'-9" 8'-0" (3) 11 7/8 LSL DROPPED FLOATING SHELF FLOATING SHELF 1'-0"2'-6" LINE OF SOFFIT 3'-6"BASEMENT PLAN A-3HOLLYBROOKTWO STORY4 BEDROOM4-23-21 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/DZ SCALE: 1/4" = 1'-0" FOOTINGS @ SCREENED PORCH DTL 1 1 MAY 13, 2021 2 MAY 21, 2021 SCALE: 1/4" = 1'-0" WET BAR DETAILS DTL 3 JUNE 8, 20213 JUNE 16, 20214 5 JUNE 21, 2021 (2) 1-3/4"x11 7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 2x1016'x8' O.H. DOOR1/2" 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.5/8" TYPE "X" GYP.BD ON ALL WALLSADJACENT TO HOUSE32" MTL. DR. S.C.(2)2x10Garage4" CONC. SLABBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLSTART SLAB AT TOPOF WALL AT BACK OFGARAGE(2) 1-3/4"x9-1/2" LSL6'-0" X 8'-0" PATIODiningWOODFlexRoomCARPETSEE FRAMING PLAN 11-7/8" TJI JOISTS @ 16" O.C.GreatRoomCARPETKitchenWOODGASRANGEFoyerWOOD(3) 2x10(3) 2x1030x4828"30"BathWOOD32 SF (FLR)42" GAS FIREPLACE 24X36 30x48(2) 36X66 MULLED44'-0"9'-6"13'-3"19'-0"2'-3"48'-0" 28'-0" 40'-0" 5'-101 2"3'-63 8"19'-0"11'-0"50'-0"1'-6"16'-0"1'-6"1'-6"8'-0"11'-8"6'-134"4'-334"7'-912"3'-63 4" 2'-11"7'-0"4'-8"11'-8"5'-1114"3'-712"6'-134"MudRoomVINYLPantryWOODW.I.C.VINYL28"28"ROD & SHELFRes. Ctr.WOOD36" DRYWALL5'-4"2'-111 2"12'-10" 2'-3"14'-91 2" 26'-6" 7'-0"GIRDER TRUSS6'-0" 5'-5"OPENING32x48(+43")57" DRYWALL(2)11-7/8 LSL5'-71 4" 3'-212" BENCH 1'-0"13'-1"(2) 2x10(2) 2x10(2) 2x1054x6630x6630x66(2)9-1/2" LSL2-2x62-2x6HVACPLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.FULL HEIGHT WALLPLATE HEIGHT 8-1/8"LOWER.ACCBC(2) 2x105'-3"9'-51 2"17'-0"DESK6'-0"5x7 PSL5 x 5 P S L 4'-2"TOP SIZE 90x4278"x 30"ISLAND4'-2" 5'-93 4"FLUSHUP10"DN6'-0"360 SERIES JOISTS IN THIS AREAR22 16" O.C.4'-10"1'-111 4" RAIL 4'-21 2" 5'-0"10'-914"11'-31 4"15'-23 4"THERMOSTAT(2)11-7/8" LSL17'-614"4'-10"R & S24"2'-1012"BENCH 5'-1112"24 " SOFFIT DOWN 12" R & S 3'-93 4"OPENING3'-112"SCALE: 1/4" = 1'-0"FIRST FLOOR PLAN - ELEV. CA-4120'-234" 13'-103 4"32" DRYWALLOPNG. (+96")5'-312"DUCT CHASE1'-5"(2) 1-3/4"x7-1/4" LSLPORCH HEADER2'-0" 2'-0" 7'-0"20'-0"1'-6"2'-0"6'-0"2'-0"8'-0"2'-0"6'-0"5'-8"2'-1012"20'-6"(2) 1-3/4"x7-1/4" LSL PORCH HEADER 8'-0" 2'-0" (2) 1-3/4"x7-1/4" LSL (2) 1-3/4"x7-1/4" LSL 1'-8"LINE OF SOFFITPorch20" WIDE SOFFITLINE OF 7-1/14" TALL BYSOFFIT INSIDE SHOULD BEFLUSH WITH BOTTOM OFHEADERS.DROPPED20" PRE-ENGINEERED TRUSSES @ 19.2" O.C. GIRDER TRUSSPORTAL FRAMEPANELACCESS ATTIC 22x30 8'-918"CDDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)1A6@ HOUSEOPNG. (+96")11'-414"10'-414" D.W.REF. 3'-95 8"3'-53 8"6'-0"3'-53 8"S21'-23 4"32" VANITY19'-914"11'-134"5'-3"4'-8"7'-0"28 "LINENWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.32" DRYWALLOPNG. (+96")HallWOOD14'-0" X 14'-0"Screened Porch2'-7" 2'-334"1'-6"1'-8"4'-21 2"B(2) 2x10 30x24 FIX 1'-2"WALLOVENVENTMICROHOOD15'-0"3'-4"2'-712"INSULATE GARAGE WALLS& CEILING COMPLETEStairsCARPET36" DOOR11'-3"HallWOOD(2) 2x10 (2) 2x10B 2'-0" (2)30x24 FIX MULLEDB(2)30x24 FIX MULLED BUILT-IN'SBUILT-IN'S CEILING FANINSTALL210 SERIES(2) 1-3/4"x7-1/4" LSL(2)11-7/8" LSL(2) 2x10(1) 11 7/8 LSL FLUSH (1)11-7/8" LSL FLUSH FLUSH(2)11-7/8" LSL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND289 SFFINISHED ROOM SIZESMUD ROOM & W.I.C. - VINYLGREAT ROOM - CARPETKIT/DINING/FOYER/ HALL& LINEN - WOOD77 SFSTAIRS - CARPET76 SF564 SFFLEX ROOM - CARPET131 SFPOWDER BATH - WOOD32 SFPANTRY/HALL/RES. CTR - WOOD79 SFMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"BE FIELD MEASURED BY TRUSS SUPPLIERTRUSS DESIGN BY MFG. TRUSSES NOTEDWITH DIMENSIONS TO BE VERIFIED SHALLALL HEADERS ARE (2) 2x10 TYPICAL UNLESSNOTED OTHERWISE ON PLANS.HEADERS:TRUSSES:HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"FIRST FLOOR PLANA-4HOLLYBROOK TWO STORY 4 BEDROOM3-11-20LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/DZELEVATION A, B & C 1MAY 13, 20212MAY 21, 2021JUNE 8, 20213JUNE 16, 202145JUNE 21, 2021Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.8833.75555PFHPFH (3) 2x10(2) 2x10(3) 2x10(2) 2x10 BELOW GRADEBE A MIN. OF 42"ALL FOOTINGS TO 2x10 DECK LEDGER2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATEDTREX TRANSCEND DECKING3-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED6x6 POSTS PONDEROSA PINE - .60 TREATEDDECK FRAMING PLANSCALE: 1/4" = 1'-0"DECK FOOTING PLANSCALE: 1/4" = 1'-0"14'-0"x14'-0" Screened Porch1x12 AZEK SKIRT BOARD AT STAIRS & LANDING2x10 DECK JOISTS @ 16" O.C.DECKING SHOULD BE DOWN4" FROM THE FIRST FLOOR14'-0"x14'-0" Screened PorchGRIPPABLE HANDRAILREQUIREDSTRAP STRINGERSTO HEADER7-3/4" MAX RISE10" MAX RUNLESS THAN 4" OPENINGON STAIR RISERS14'-0"13'-91 4"6'-914"6'-914"234"234"STAIRS TO GRADE5'-0"3'-914" 4'-0"(2) 2x10STAIRS(2) 11-7/8" LSL HEADER ABOVE (2) 11-7/8" LSL HEADER ABOVEROOF TRUSSES @ 24" O.C.4:12 INTERIOR VAULT24" FLAIR AT BOTTOM18" FLAIR AT BOTTOM(2) 2x10 6'-0"x 6'-11" PATIOFamily Rm.1X6 CEDAR T&G CEILING6'-0" X 8'-0" PATIO7'-3"42x6030x48WALLGASRANGEWALLOVENVENTMICROHOOD30x48 4'-0"5'-0"36"DOOR14'-0"CEILING FANINSTALLHOLDER REQUIRED TOAZEK WRAP POSTSLOPE TOP OF PIERCONCRETE PIER FOOTING1'-6"512"POST5'-0"1'-0"FLARE BOTTOM OF FOOTINGTO A MINIMUM DIAMETER OF 18"CONNECT POST TO FOOTING1POST & PIER DETAILDTLSCALE: 3/4" = 1'-0"TOP OF 8" CONC.ELEV. 108'-4"ELEV. 109'-6-1/8"1ST FLOOR117 8"3 4"BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)11-7/8" TJI JOISTS @ 16" O.C.2x10 JOISTS @ 16" O.C.2x10 DECK LEDGERDTT1Z DECK TENSION TIEDECK LEDGER HANGER4"2LATERAL LOAD CONNECTION DETAILDTLSCALE: 1" = 1'-0"BOLT THROUGH BLOCKINGT.O. DECKING3'-0" 31 2"T.O. RAILINGALUMINUM PICKETSPOST CAPBOLTPOSTALUMINUM TOP RAIL4"ALUMINUM BOTTOM RAIL6X6 POSTS(3) 2x10 BEAMSFLUSH AT CORNER3RAILING DETAILSDTLSCALE: 1/2" = 1'-0"4" SPHERE CANNOT PASSPOST AT DECK RAILINGWESTBURY C10 RAILINGAZEK WRAP12'-0"SCREENED PORCHALL FOOTINGS TO BE A MIN. OF 60"BELOW GRADEHOUSE9'-118"(3) 2x10'S W/ AZEK SKIRT BOARDROOF VENTS = 1/300 SQ. FT.6x6 POSTSROOF TRUSSES @ 24" O.C.ASPHALT SHINGLES TO MATCH EXISTING15# FELT1/2" ROOF SHEATHINGSCALE: 1/4" = 1'-0"SECTIONDTL1(2) 2x10"S3'-0"KNEE WALL SCREENEZE(2) 1-3/4" x 11-7/8" LSLSTEP FLASH AT WALLCUT BEAM INTO WALL& BLOCK TO FND.LAG & DOUBLE FLASH @ DECK LEDGERUSE APPROVED HANGERSFOR ACQ LUMBERICE & WATER SHEILD REQUIREDPOST TO BEAMCONNECTION REQUIREDPOST TO FOOTINGCONNECTION REQUIREDEL. 109'-6-1/8"1ST FLOOR1178"PORCH DECKING SHOULD BEDOWN 4" FROM THE FIRST FLOOR4"1'-0"4"X4" CEDAR POST1x6 COLORPLUS TRIM@ BEAMSYSTEMWESTBURYRAILINGKNEE WALL WITH HARDIELAP ON EXTERIOR & CEDART & G ON INTERIOR@ LANDING& STAIRSAZEK WRAP4"X4" CEDAR POSTAZEK WRAPPED HORIZONTAL BEAMS @ TOPOF OPENINGS BELOW STRUCTURAL HEADERSFIRST FLOOR PLANA-4HOLLYBROOK TWO STORY 4 BEDROOM3-11-20LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/DZELEVATION A, B & C 18903 IXONIA AVE.LOT 4, BLOCK 1PRESERVE OF LAKEVILLESCREENED PORCHJACOB & SARA FREILING1MAY 13, 20212MAY 21, 2021JUNE 8, 20213JUNE 16, 202145JUNE 21, 2021 SCALE: 1/4" = 1'-0" SECOND FLOOR PLAN A-5 1 TYPICAL EXT. WALL INSIDE AND 1/2" SHEATHING - EXT. FIBERGLASS BATT INSULATION 4 MIL 2x6 STUD WALLS @ 16" O.C. W/ (R=21) POLY VAPOR BARRIER & 1/2" GYP. BD.TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF(2) 36X48 MULLED 1 A6 PANELACCESS ATTIC 22x30 Master Bath C.T. 83 SF FLR (2) 36x60 MULLED 30" 30"24"ROD & SHELF W.I.C. CARPET24"ROD & SHELF Bedroom #3 CARPETBedroom #2 CARPET Loft CARPET Bedroom #4 CARPET W.I.C. CARPET 28"ROD & SHELF 24"Laundry VINYL 46 SF FLR Master Bedroom CARPET 8'-912" 44'-0" 18'-41 2" 14'-01 2" 2'-6"40'-0"4'-5"2'-6"9'-5"16'-9"6'-11"40'-0"44'-0" 13'-1" 6'-71 2"2'-2"8'-11"15'-0"7'-812"5'-412"12'-034"5'-834"W.I.C. CARPET 48x48 (2) 2x102'-2" 24X24 2'-0"5'-112"5'-312" (2) 2x10 (2) 2x10 Linen 5'-312"4'-512"1'-1012"8'-4" 3'-3"54x42 SLIDER(2) 2x106'-31 2" 36x60 36x602'-6"SAME HEIGHT AS PLATE (8'-1-1/8")32" PKT.13'-8"3'-9"42x60(3) 2x10 (2) 2x104'-312" A AA A AAA 4'-312"5'-612"5'-714"3'-134"9'-7" 10'-11"5'-4" HALF WALL AT 42" TALL3'-1034"WINDOW SILLS MORE THAN 6' ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE. TEMP. 30" 28"28"28"Jack & Jill VINYL 66 SF FLR BUMP 9'-134"5'-31 2" 15'-812"13'-1014"11'-03 4" Hall Carpet DN 4'-1112"4'-10"4'-10"4'-312"4'-51 4" HALF WALL(+42") 15'-212"9'-912"(3) 2x10 24X24(2) 2x10A 2'-914"A 28 " ROD & SHELF 7'-81 2"3'-712"UP24"(2) 2x10 (2) 2x10 CD CD 3'-134"11'-612"11'-4"12'-6"50-1/2" R.O.60x36 WASHERDRYERBath VINYL 32 SF FLR28"28" PKT10'-234"48x34 3'-414"1'-0" S SS S S S 66"x36" JACUZZI RCI CHANNEL IN THIS AREAVAULT4:12VAULT4:1214'-0" X 14'-0" Screened Porch 11'-3" SEMI FRAMELESS SLIDING DOOR FRAME WALL @ (+36") TALL. GLASS BETWEEN SHOWER & TUB 2 8 "28"28"28"C.T. WALLS & BASE FREESTANDING TUB 1 - SHAMPOO SHELF @ 4'-0" OFF THE FLOOR (2) 1-3/4"x9-1/2" LSL 2x4 INTERIOR WALLS 2x6 INTERIOR WALLS SHEATHING - INSULATED CONCRETE WALLS BRICK / BRICK LEDGE 2x6 EXTERIOR WALL WITH 1/2" FUTURE FINISH WALL LEGEND MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" BE FIELD MEASURED BY TRUSS SUPPLIER TRUSS DESIGN BY MFG. TRUSSES NOTED WITH DIMENSIONS TO BE VERIFED SHALL ALL HEADERS ARE (2) 2x10 TYPICAL UNLESS NOTED OTHERWISE ON PLANS. HEADERS: TRUSSES: HEADER HEIGHT SCHEDULE A B C 6'-11-1/4" 8'-0" 7'-6" D 6'-11-3/8" 343 SF FINISHED ROOM SIZES HALL/LOFT - CARPET MASTER BEDROOM/W.I.C. - CARPET MASTER BATH - C.T. 304 SF 112 SF BATH - VINYL 46 SF JACK & JILL - VINYL 90 SF LAUNDRY - VINYL 46 SF BEDROOM #2 - CARPET 163 SF BEDROOM #3 - CARPET 197 SF BEDROOM #4 - CARPET 242 SF FLOORING TOTALS ARE ON FLOOR PLAN SECOND FLOOR PLAN A-5HOLLYBROOKTWO STORY4 BEDROOM4-23-21 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/ DZ 1 MAY 13, 2021 2 MAY 21, 2021 JUNE 8, 20213 JUNE 16, 20214 5 JUNE 21, 2021 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). BUILDING SECTION SCALE: 1/4" = 1'-0"A-6 1 5/8" TYPE "X" GYP. BD. OR 1/2" SAG-RESISTANT 11-7/8" TJI JOISTS SEE FRAMING PLAN GLUED AND NAILED 3/4" OSB FLOOR SHEATHING 4" CONCRETE SLAB GIRDER TRUSS ELEV. 104'-4" ELEV. 108'-4" T.O. FTG. AS REQUIRED DIAG. WIND BRACING T.O. 4" CURB BEYOND Garage CONCRETE STEP 1/2" GYP. BD. OVER 4 MIL POLY V.B. MechanicalStorage 4" CONCRETE SLAB R-49 ROOF INSULATION 1178"9'-118"34"OF 6" FROM GRADE 8'-4" WALLS - (1) 2x6 TOP PLATE 8'-512"TOP OF FOOTING ELEV. 100'-0" ELEV. 108'-4" ELEV. 109'-6-1/8" TO BOTTOM OF TOP OF 8" CONC. MAINTAIN A MIN. CL. SIDING 8'-118"34"1178"1ST FLOOR 2ND FLOOR ELEV. 119'-7-7/8" TOP OF PLATE ELEV. 118'-7-1/4" ELEV. 127'-9" 2ND FLOOR CLG. TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF BOTTOM OF GARAGE DOOR SHOULD BE SET 4" DOWN FROM TOP OF POURED WALL Flex Room Foyer Bedroom #2 SEAL ALL JOINTS, CRACKS, OR OTHER OPENINGS WITH POLYURETHANE CAULK FOR RADON PROTECTION 20" FLOOR Loft Bedroom #3 1'-6" PLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.818"8'-5"GLUED AND NAILED 3/4" OSB FLOOR SHEATHING PRESSURE TREATED 2x6 SILL PLATE W/ SILL SEAL INSUL. & 1/2" ANCHOR BOLTS AT 6'-0" O.C. TRUSSES BEYOND Bath MIN. TREAD 10" STAIR REQUIREMENTS MAX. RISE 7-3/4" 10"734"MIN. NOSING 3/4" MAX. NOSING 1-1/4" 1-1/4" SECTION A-6 4-23-21 HOLLYBROOKTWO STORY4 BEDROOMLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/DZ 1 MAY 13, 2021 2 MAY 21, 2021 JUNE 8, 20213 JUNE 16, 20214 5 JUNE 21, 2021 BUILDING SECTION1 A-7 SCALE: 3/8" = 1'-0"8'-118"4" CONCRETE SLAB 8" x 20" CONC. FTG'S PLATE W/ SILL SEAL INSUL. & PRESSURE TREATED 2x6 SILL 8'-512"ELEV. 100'-0" TOP OF FOOTING ELEV. 118'-7-1/4" ELEV. 119'-7-7/8" TOP OF PLATE 2ND FLOOR TOP OF 8" CONC. ELEV. 108'-4" ELEV. 109'-6-1/8" 1ST FLOOR9'-118"1178"34"34"1178"ELEV. 127'-9" 2ND FLOOR CLG. BOISE RIM BOARD 1-1/8" OSB RIM BOARD WATERPROOFING 1) COAT EXTERIOR W/ POLYUREA WATER- 2x6 STUD WALLS @ 16" O.C. W/ (R=21) FIBERGLASS BATT INSULATION, 4 MIL POLY VAPOR BARRIER & 1/2" GYPSUM BOARD INSIDE BOISE RIM BOARD 1-1/8" OSB RIM BOARD 2x6 STUD WALLS @ 16" O.C. W/ (R=21) FIBERGLASS BATTINSULATION, 4 MIL POLY VAPOR BARRIER & 1/2" GYPSUM BOARD INSIDE 11-7/8" TJI JOISTS @ 16" O.C. BLOCKING AT FOUNDATION WALLS PARALLEL TO FRAMING SEE DETAIL 3/A-7 PROOFING DUCT SPACE BLOCKBLOCK OR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD. R-49 ROOF INSULATION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. OR 1/2" SAG-RESISTANT 5/8" TYPE "X" GYP. BD. MIN. 6" ENERGY HEAL SEAL ALL JOINTS, CRACKS, OR OTHER OPENINGS WITH POLYURETHANE CAULK FOR RADON PROTECTION R-20 SPRAY FOAM @ RIM R-20 SPRAY FOAM @ RIM (R-20) (R-20) 5,000 LB. FOOTING STRENGTH MIX 2) FOAM W/ POLYURETHANE (R-15) 6 MIL POLY SLIP SHEET OVER FOAM PRIOR TO BACKFILL AS REQUIRED PER CITY 3/4" OSB FLOOR SHEATHING GLUED AND NAILED 3/4" OSB FLOOR SHEATHING GLUED AND NAILED MAINTAIN A MIN. CL.OF 6" FROM GRADE TO BOTTOM OF SIDING RIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE 1/2" ANCHOR BOLTS @ 6'-0" O.C. (8" EMBED.) 1/2" EXTERIOR SHEATHING TYPICAL UNLESS NOTEDOTHERWISE 1/2" EXTERIOR SHEATHING TYPICAL UNLESS NOTED OTHERWISE SHINGLES OVER 15# 15/32" OSB ROOF SHEATHING BUILDING PAPER (ICE DAM EAVES 8'-4" WALLS - (1) 2x6 TOP PLATE FIRE RESISTANT FLOOR SYSTEM OR 1/2" GYPSUM WALL BOARD WITH 80 SQUARE FEET UNPROTECTED 3" EXTERIOR FOAM INSULATION AT LOOKOUT/WALKOUT SIDE WALLS. 2" FOAM AT FULL BASEMENT & 4' FROST FOOTINGS. 11-7/8" TJI JOISTS(FINISHED BASEMENT) 11-7/8" LSL JOISTS (UNFINISHED BASEMENT) 3) APPLY ABOVE GRADE FOUNDATION COATING ELEV. 100'-0" TOP OF FOOTING ELEV. 118'-7-1/4" TOP OF PLATE ELEV. 109'-6-1/8" 1ST FLOOR ELEV. 127'-9" 2ND FLOOR CLG.8'-5"9'-118"7'-0"6'-1114"4'-0"ELEV. 104'-4" TOP OF FOOTING 20" FLOOR TRUSSES SEE TRUSS SPECS 4" CONCRETE SLAB HOUSE FOOTING BEYOND GARAGE FOOTING TOP OF 8" CONC. ELEV. 107'-8" TOP OF 4" CONC. ELEV. 108'-4" GARAGE PLATE DOWN 8-1/8" FROM FIRST FLOOR PLATE ELEV. 117'-11-1/8" GARAGE PLATE ELEV. 119'-7-7/8" 2ND FLOOR Garage Loft GARAGE SECTION THROUGH LOFT WINDOW2 A-7 SCALE: 3/8" = 1'-0" 6 12 GRADE LINE BEYOND COLUMN & PORCH BEYOND ROOF LINES BEYOND BASED ON 7-1/2" HEEL 4-23-21 SECTION A-7HOLLYBROOKTWO STORY4 BEDROOMLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/ DZ 1 MAY 13, 2021 2 MAY 21, 2021 JUNE 8, 20213 JUNE 16, 20214 5 JUNE 21, 2021 ‹&GUETKRVKQP&CVG4GXKUKQP,WPG2TQLGEV0WODGT&CVG55JGGVUQH2TKPV0COG5KIPGF.KEGPUG0WODGT0KEM*CPUQP&CVG+JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC;QWPIHKGNF*QOGU+PE&QFF$QWNGXCTF.CMGXKNNG/0-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO2.#055*190.+)*6+0$#%-)4170&#4'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)4172ž5&'5+)0%12;4+)*6*#0510)4172..%ÄÄ(TGKNKPI4GUKFGPEG+ZQPKC#XG.CMGXKNNG/0722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#02#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 2156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.žÄžÄ(#56'06122.#6'61*'#&'4Y  4195F5+0-'40#+.5"1%  Z$'#4+0)567&   Z(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0žÄ(41/%'06'41(*'#&'4*'+)*6#54'3ž& Z51.+&$.1%-+0)4'37+4'&#65*'#6*+0),1+06  Z$'#4+0)567&5/+0 8'4+(;Y5722.+'4 2418+&'Z+0(+..9#..#$18'*'#&'4#54'3ž&5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190 4'('4615(14#.6'40#6+8'126+105 (170&#6+109#..$'.19.'0)6*1(%106+07175*'#&'4Œ#0%*14$1.6 /+0'/$'& YZZ2.#6'9#5*'40#+.5*'#6*+0)61*'#&'4YF0#+.5"1%'#9#;6;25/#..*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5 0#+.5*'#6*+0)#4170&2'4+/'6'4Y  4195F0#+.5"1%56#))'4'& 612.#6'5$.1%-+0)"1% 5+/2510/56%564#210+05+&'(#%'1(9#.. 2418+&'52#%'461(.75*176*'#&'4619#..567&6*+%-0'55 (#56'0-+0)567&61*'#&'4Y  4195F5+0-'40#+.5"1%.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&#4&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5%106+07175.5..8.*'#&'46157221468'46+%#..1#&5$;5722.+'4 /+09+&6* /+0&'26*4'3ž& žÄžÄ%10%4'6'(170&#6+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*190YŒZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14$4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+056*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'/#+09+0&(14%'4'5+56+0)5;56'/(146*''06+4'4'5+&'06+#.5647%674'6*'.1%#6+10#0&.'0)6*1('#%*$4#%'&9#..2#0'.#0&'0)+0''4'&9+0&4'5+56+0)'.'/'066*#6+54'37+4'&(146*'*#0510)4172ž5&'5+)0+55*190106*'5647%674#.&4#9+0)59#..501652'%+(+%#..;.#$'.'&106*'2.#05/#;$'56#0&#4&(4#/+0)5'%6+1055*190&'2+%6%100'%6+1051($4#%'&9#..2#0'.561411(64755'5#$18'61,1+56564755'5$.1%-+0)#$18'#0&61,1+56564755'5$.1%-+0)$'.196*'5'2#0'.5#4'0160'%'55#4+.;4'37+4'&61#.+)0$76/#;&'2'0&+0)102.#0.#;176411(64755'5$4#%'&9#..2#0'.(.#6Z"1% /+0  2'4$4#%'&9#..2#0'. 5+/2510#(4#/+0)#0).''#%*'0&  ŒZ0#+.52418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'.  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$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Products PlotID Length Product Plies Net Qty F30' 30' 0" 11 7/8" TJI 210 joist 1 13 F28' 28' 0" 11 7/8" TJI 210 joist 1 11 F16' 16' 0" 11 7/8" TJI 210 joist 1 4 R22' 22' 0" 11 7/8" TJI 360 joist 1 4 3-11.875" LVL-18' 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 5x7 PSL 10' 0" 5 1/4" x 7" 1.8E Parallam PSL 1 1 TS1 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 1-11.875" LSL-22' 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 1-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS2 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 13 3-2x10 Trtd. 15' 0" 2 X 10 SP No.1 P 3 3 2-2x10 Trtd. 15' 0" 2 X 10 SP No.1 P 2 2 3-2x10 Trtd. 14' 0" 2 X 10 SP No.1 P 3 3 3-2x10 Trtd. 11' 0" 2 X 10 SP No.1 P 3 3 3-2x10 Trtd. 10' 0" 2 X 10 SP No.1 P 3 3 3-2x10 Trtd. 8' 0" 2 X 10 SP No.1 P 3 3 2-2x10 Trtd. 5' 0" 2 X 10 SP No.1 P 2 2 Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 1 Wall Framing PlotID Length Product Plies Net Qty 3-9.5" LSL-12' 12' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand LSL 3 3 2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson IUS1.81/11.88 10- 10dx1.5 - 2- 10dx1.5 No H2 4 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No H3 1 Simpson LUS210 8- 10dx1.5 - 4- 10d No CS CS CS CS CS CS CS CS 2-2x10-3' 3-11.875" LVL-18' 1-11.875" LSL-6' 5x7 PSL RimRimRimRimRim Rim Rim Rim Squash Blocking Rim 1-11.875" LSL-22'2-2x10-3' Rim 2-2x10-5'3-9.5" LSL-12'2-9.5" LSL-8' H1 2-2x10-4'TS2 H32-2x10 Trtd.3-2x10 Trtd.3-2x10 Trtd.2-2x10 Trtd. 3-2x10 Trtd.3-2x10 Trtd.3-2x10 Trtd. 3-2x6 Squash Blocking Solid Blocking TS1 16" O.C. R22' 16" O.C.H2 F16' 16" O.C. F28' 16" O.C. F30' 16" O.C. 2 Trimmers 23,121# 2 Trimmers 2 -Trimmers 360 Series joists in this area HVAC Chase LSL Joists in this area Customer:Job Name:Address/Lot:Youngfield HomesFreiling18903 Ixonia AvenueCity, State:Lakeville, MNPlan/Model #:Hollybrook CJob Number:24912Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 1 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:6/14/21Revised By:Jeff D.Revision Date:6/21/21Revision #:2SALES 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 serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Start Joist Layout Here. 16" o/c Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HU9 18- 10dx1.5 - 6- 10dx1.5 No H3 10 Simpson IUS2.06/11.88 10- 10d x 1-1/2 - - No H4 1 Simpson HHUS48 22- 16d common - 8- 16d double shear No H5 4 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No H6 5 Simpson IUS2.37/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F40' 40' 0" 11 7/8" TJI 210 joist 1 8 F28' 28' 0" 11 7/8" TJI 210 joist 1 8 F20' 20' 0" 11 7/8" TJI 210 joist 1 4 F18' 18' 0" 11 7/8" TJI 210 joist 1 4 F16' 16' 0" 11 7/8" TJI 210 joist 1 3 F14' 14' 0" 11 7/8" TJI 210 joist 1 2 F12' 12' 0" 11 7/8" TJI 210 joist 1 3 R22' 22' 0" 11 7/8" TJI 360 joist 1 9 5x7 PSL 10' 0" 5 1/4" x 7" 1.8E Parallam PSL 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 1-11.875" LSL-22' 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 2-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 2-11.875" LSL-16' 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4 2-11.875" LSL-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 2-11.875" LSL-8' 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2 2-11.875" LSL-4' 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 2-7.25" LSL-10' 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 6 2-7.25" LSL-8' 8' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 12 Wall Framing PlotID Length Product Plies Net Qty 2-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 2-2x10-9' 9' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-6' 6' 0" 2 x 10 SPF No.1/No.2 2 6 3-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 12 CS CS CS CSCS CS CS 2-9.5" LSL-8'3-2x10-4' 2-2x10-4' 2-11.875" LSL-4' 2-11.875" LSL-8' 2-11.875" LSL-20'2-7.25" LSL-10'Girder Truss Girder Truss1-11.875" LSL-6'RimRimRim RimRim Rim Rim Rim2-7.25" LSL-10'1-11.875" LSL-22'2-7.25" LSL-8'1-11.875" LSL-6'5x7 PSL 2-7.25" LSL-10'2-2x10-3'5x5 PSL 1' 2"1' 6" H4 Rim 2-2x10-3'2-2x10-3' 2-2x10-9' 2-2x10-6' 1' 4"1' 4" 2-2x10-3'2-9.5" LSL-12' H1 2-9.5" LSL-8' 2-2x10-3' 1' 10"2-2x10-3'2-2x10-6'2-2x10-6'2-11.875" LSL-16'2-11.875" LSL-14'2-11.875" LSL-16'F28' 16" O.C. F28' 16" O.C. F16' 16" O.C. F18' 16" O.C. F40' 16" O.C. F20' 16" O.C. F14' 16" O.C. H3 H3 H3 F12' 16" O.C. R22' 16" O.C. H6 H5 ← Floor Trusses →2 Trimmers 360 Series joists in this area Customer:Job Name:Address/Lot:Youngfield HomesFreiling18903 Ixonia AvenueCity, State:Lakeville, MNPlan/Model #:Hollybrook CJob Number:24912Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 2 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:6/14/21Revised By:Jeff D.Revision Date:6/21/21Revision #:2SALES 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 serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Wall Framing PlotID Length Product Plies Net Qty 2-9.5" LSL-8' 8' 0" 1 1/2" x 9 1/2" 1.5E TimberStrand LSL 2 2 3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 4 3-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 8 3-2x10-4'2-9.5" LSL-8'2-2x10-4'2-2x10-5'3-2x10-7' 2-2x10-5' 2-2x10-3'2-2x10-3'2-2x10-3'2-2x10-3'2-2x10-4'2 Trimmers Customer:Job Name:Address/Lot:Youngfield HomesFreiling18903 Ixonia AvenueCity, State:Lakeville, MNPlan/Model #:Hollybrook CJob Number:24912Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet: 3 of 3 A complete Javelin™ framing plan requires the Framer's Pocket Guide See the Framer's Pocket Guide for Product Trademark Information Drawn By:Jeff D.Drawn Date:6/14/21Revised By:Jeff D.Revision Date:6/21/21Revision #:2SALES 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 serious accidents. 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 be accomplished 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 or one 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved. Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. License Number:1-1-21 46665Date: SCOPE OF DRAWINGS: THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2021. 2021 FOUNDATION GUIDE: DRAWING INDEX: SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 150 1.001 January 1, 2021 S0 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 DRAWING USE GUIDELINES AND LIMITATIONS THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. LIMITATIONS 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 4. STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST OR STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED. 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. COLD WEATHER GUIDELINES: 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. MATERIALS CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM EQUIVALENT REBAR TABLE FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 151 1.001 January 1, 2021 S1 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GENERAL NOTES 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1 12" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 152 1.001 January 1, 2021 S2 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 153 1.001 January 1, 2021 S3 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 154 1.001 January 1, 2021 S4 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 155 1.001 January 1, 2021 S5 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAXWOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0"1'-0"NO HOOKS @ 3'-0" OR LESSGRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 156 1.001 January 1, 2021 S6 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 157 1.001 January 1, 2021 S7 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE S7)BACKFILL HEIGHT(SEE S7)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 158 1.001 January 1, 2021 S8 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 159 1.001 January 1, 2021 S9 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** BACKFILL TYPECLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ** OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1510 1.001 January 1, 2021 S10 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS* ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPE CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS** ALTERNATIVE TO CODE TABLE R404.1.(1) BACKFILL TYPECLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1511 1.001 January 1, 2021 S11 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR @ BLOCKING SEES102 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWN ORSHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1512 1.001 January 1, 2021 S12 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1513 1.001 January 1, 2021 S13 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-8" MAX2'-6" MIN OPENING1'-6" MIN3'-0" EACH WAY MIN 112" TYPSLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1514 1.001 January 1, 2021 S14 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2021© City: ofSheet: Drawing Date: Project Number: 1515 1.001 January 1, 2021 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 Tel 612-708-3572www.hansongroupmn.com 2021 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE    &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for Country Joe Homes 18903 Ixonia Ave Lakeville, MN 55304 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, May 25, 2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Tuesday, May 25, 2021 Client Name:Country Joe Homes Client Address:18903 Ixonia Ave Client City:Lakeville, MN 55304 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:1,413 CFM Per Square ft.:0.304 Square ft. of Room Area:4,646 Square ft. Per Ton:1,321 Volume (ft³):30,090 Building Loads Total Heating Required Including Ventilation Air:81,464 Btuh 81.464 MBH Total Sensible Gain:31,578 Btuh 75 % Total Latent Gain:10,616 Btuh 25 % Total Cooling Required Including Ventilation Air:42,194 Btuh 3.52 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\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 186 CFM 95 CFM Infiltration Actual:0.318 AC/hr 0.022 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 30,090 X 30,090 9,576 Cu.ft./hr 660 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:160 CFM 11 CFM Total Building Ventilation:95 CFM 95 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 (186 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (95 CFM), Construction: Average C:\Users\Slykke\Desktop\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.52 1,321 4,646 31,578 10,616 42,194 81,464 891 1,413 1,413 System 1 3.52 1,321 4,646 31,578 10,616 42,194 81,464 891 1,413 1,413 12x20 Ventilation 1,419 2,344 3,763 8,821 Return Duct 0 0 0 6,110 Humidification 5,440 Zone 1 4,646 30,158 8,272 38,430 61,093 891 1,413 1,413 12x20 1-Lower Level 1,443 6,132 1,430 7,562 14,852 217 287 287 3--6 2-Main Level 1,443 11,716 3,528 15,244 22,667 330 549 549 5--7 3-Upper Level 1,760 12,311 3,314 15,625 23,574 344 577 577 6--6 C:\Users\Slykke\Desktop\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size Reg Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 487.7 217 287 287 3--6 2-Main Level Built-In 0 750 0.01 0.1 410.8 330 549 549 5--7 3-Upper Level Built-In 0 750 0.01 0.1 489.6 344 577 577 6--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 847.7 891 1,413 1,413 12x20 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:891 Cooling Flow:1413 C:\Users\Slykke\Desktop\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4a: Glazing-360.8 9,098 0 7,137 7,137 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, above grade U-value 0.083 992 4,315 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 2721.2 15,389 0 1,698 1,698 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 1760 3,369 0 1,897 1,897 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 1443 3,390 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 317 965 0 100 100 Subtotals for structure:40,163 0 12,680 12,680 People:6 1,200 1,380 2,580 Equipment:6,800 9,800 16,600 Lighting:1700 5,797 5,797 Ductwork:12,220 0 0 0 Infiltration: Winter CFM: 160, Summer CFM: 11 14,820 272 164 436 Ventilation: Winter CFM: 95, Summer CFM: 95 8,821 2,344 1,419 3,763 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 14.83 gal/day :5,440 0 0 0 AED Excursion:0 0 337 337 Total Building Load Totals:81,464 10,616 31,578 42,194 Check Figures Total Building Supply CFM:1,413 CFM Per Square ft.:0.304 Square ft. of Room Area:4,646 Square ft. Per Ton:1,321 Volume (ft³):30,090 Building Loads Total Heating Required Including Ventilation Air:81,464 Btuh 81.464 MBH Total Sensible Gain:31,578 Btuh 75 % Total Latent Gain:10,616 Btuh 25 % Total Cooling Required Including Ventilation Air:42,194 Btuh 3.52 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\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,443.0 sq.ft.Supply Air:287 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.5 AC/hr Volume:11,544 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:23 CFM Runout Air:96 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:19 CFM Runout Air Velocity:488 ft./min.Percent of Supply:7 % Runout Air Velocity:488 ft./min.Actual Winter Infil.:18 CFM Actual Loss:0.149 in.wg./100 ft.Actual Summer Infil.:1 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 44 X 8 - Abv. grade U-value 0.083 352 0.050 4.4 1,531 0.0 0 0 E -Wall-15B0-10sf-8 40 X 8 - Abv. grade U-value 0.083 320 0.050 4.4 1,392 0.0 0 0 S -Wall-12F-0bw 44 X 8 247.5 0.065 5.7 1,400 0.6 0 154 W -Wall-15B0-10sf-8 40 X 8 - Abv. grade U-value 0.083 320 0.050 4.4 1,392 0.0 0 0 S -Gls-4a shgc-0.28 0%S (2)25 0.290 25.2 630 16.8 0 420 S -Gls-4a shgc-0.28 0%S 22.5 0.290 25.2 568 16.8 0 378 S -Gls-4agdoor shgc-0.28 0%S 42 0.290 25.2 1,060 16.8 0 706 S -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 16.8 0 252 Floor-21A-20 1 X 1443 1443 0.027 2.3 3,390 0.0 0 0 Subtotals for Structure:11,741 0 1,910 Infil.: Win.: 17.5, Sum.: 1.2 352 4.619 1,626 0.051 30 18 Ductwork:1,485 0 AED Excursion:69 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:14,852 1,430 6,132 C:\Users\Slykke\Desktop\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,443.0 sq.ft.Supply Air:549 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:12,987 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:35 CFM Runout Air:110 CFM Percent of Supply.:6 % Runout Duct Size:7 in.Actual Summer Vent.:37 CFM Runout Air Velocity:411 ft./min.Percent of Supply:7 % Runout Air Velocity:411 ft./min.Actual Winter Infil.:75 CFM Actual Loss:0.086 in.wg./100 ft.Actual Summer Infil.:5 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 44 X 9 321 0.065 5.7 1,815 0.6 0 200 E -Wall-12F-0bw 40 X 9 335 0.065 5.7 1,894 0.6 0 209 S -Wall-12F-0bw 44 X 9 291.8 0.065 5.7 1,650 0.6 0 182 W -Wall-12F-0bw 40 X 9 339 0.065 5.7 1,917 0.6 0 212 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.28 100%S (2)33 0.290 25.2 832 9.4 0 310 E -Gls-4a shgc-0.28 0%S (5)25 0.290 25.2 630 30.2 0 755 S -Gls-4a shgc-0.28 0%S (2)27.5 0.290 25.2 694 16.8 0 462 S -Gls-4a shgc-0.28 0%S 24.8 0.290 25.2 624 16.8 0 416 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 10 0.290 25.2 252 16.8 0 168 W -Gls-4a shgc-0.28 0%S 10 0.290 25.2 252 30.2 0 302 W -Gls-4a shgc-0.28 0%S 11 0.290 25.2 278 30.3 0 333 Subtotals for Structure:13,415 0 4,691 Infil.: Win.: 75.2, Sum.: 5.2 1,512 4.620 6,985 0.051 128 77 Ductwork:2,267 0 AED Excursion:131 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:3,200 4,200 Lighting:700 2,387 Room Totals:22,667 3,528 11,716 C:\Users\Slykke\Desktop\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - 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:1,760.0 sq.ft.Supply Air:577 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.5 AC/hr Volume:14,080 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:37 CFM Runout Air:96 CFM Percent of Supply.:6 % Runout Duct Size:6 in.Actual Summer Vent.:39 CFM Runout Air Velocity:490 ft./min.Percent of Supply:7 % Runout Air Velocity:490 ft./min.Actual Winter Infil.:67 CFM Actual Loss:0.150 in.wg./100 ft.Actual Summer Infil.:5 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 44 X 8 324 0.065 5.7 1,832 0.6 0 202 E -Wall-12F-0bw 40 X 8 302.5 0.065 5.7 1,711 0.6 0 189 S -Wall-12F-0bw 44 X 8 291 0.065 5.7 1,646 0.6 0 182 W -Wall-12F-0bw 40 X 8 269.5 0.065 5.7 1,524 0.6 0 168 N -Gls-4a shgc-0.28 100%S (2)24 0.290 25.2 606 9.3 0 224 N -Gls-4a shgc-0.28 100%S 4 0.290 25.2 101 9.3 0 37 E -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 S -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S 16 0.290 25.2 404 16.8 0 269 W -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 W -Gls-4a shgc-0.28 0%S (2)31.5 0.290 25.2 794 30.2 0 952 W -Gls-4a shgc-0.28 0%S 4 0.290 25.2 101 30.3 0 121 UP-Ceil-16B-44 1760 X 1 1760 0.022 1.9 3,369 1.1 0 1,897 Floor-20P-30 1 X 317 317 0.035 3.0 965 0.3 0 100 Subtotals for Structure:15,007 0 6,079 Infil.: Win.: 66.9, Sum.: 4.6 1,344 4.620 6,209 0.051 114 69 Ductwork:2,358 0 AED Excursion:138 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:2,400 3,400 Lighting:500 1,705 Room Totals:23,574 3,314 12,311 C:\Users\Slykke\Desktop\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,443 14,852 217 3-6 488 6,132 1,430 287 287 2 Main Level 1,443 22,667 330 5-7 411 11,716 3,528 549 549 3 Upper Level 1,760 23,574 344 6-6 490 12,311 3,314 577 577 Ventilation 8,821 1,419 2,344 Humidification 5,440 Return Duct 6,110 0 0 System 1 total 4,646 81,464 891 31,578 10,616 1,413 1,413 System 1 Main Trunk Size:12x20 in. Velocity:848 ft./min Loss per 100 ft.:0.093 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.52 75% / 25%31,578 10,616 42,194 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\18903 Ixonia Ave.rh9 Tuesday, May 25, 2021, 7:36 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 5/25/2021 Mailing Address of the Dwelling or Dwelling Unit City 18903 Ixonia Ave Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or 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 BA13NA048 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: 100 Output in Tons:4 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 81,464 31,578 42,194 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 06/30/21XKP