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LA200651-18917 Ixonia Ave Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: FIRST FLOORTOTAL4,293 SF1,386 SF--GARAGEBASEMENTFLOOR AREAFINISHED-212 SFUNFINISHEDNEW ENERGY CODE200 AMP SERVICEGARAGE RIGHTWALKOUT BASEMENTCATEGORY ONENOTED 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 SUPPLIERSECOND FLOOR1,733 SF-SIDEWALK43 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,280 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDPRESERVE OF LAKEVILLELOT 5, BLOCK 1 2022 FALL PARADE HOME18917 IXONIA AVENUELAKEVILLE, MN 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D624 SF653 SF6'-11-3/8"2018 BUILDING CODE2020 ENERGY CODE1,174 SFSCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHTT.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIES1'-71 4"T.O. WALL1'-2"1'-4"5/4" CEDAR DECKINGALUMINUM SOFFIT2 X 10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEELEV. 107'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSCOUNTRY JOE SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLS2'-334"4'-712"15'-612"4'-712"2'-334"2'-334"4'-6"2'-334"FIREPLACE / ENTERTAINMENT CENTERSCALE: 1/4" = 1'-0"TILE IS STANDARDGreatRoom24x242'-934"24x242'-612"9'-118"16'-314"GAS FIREPLACE6'-312"1'-434"1'-434"3'-6"6'-312"1'-11"6'-0"CHEVRONLINE OFFIREPLACESHIPLAP1'-5"2'-512"2'-512"10" TILE SURROUND8" CHEVRON SHIPLAP(3) FLOATING SHELVES(3) FLOATING SHELVESSHIPLAP WALLSHIPLAP WALL(3) FLOATING SHELVES(3) FLOATING SHELVES661A6PorchWOODEntryWOODSIDEWALK 43 SF6'-4"8'-412"4'-0"4'-0"3'-10"2'-1012"1'-6"ELEVATION DELEVATION DSCALE: 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 PIPE02-21-2022A-0COVER SHEETRIVERSIDE 5 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:MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/31/2022dmathews ELEV. 100'-0"ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"ELEV. 128'-3"ELEV. 104'-4"4 / 124 / 12612HARDIE SKIRT BOARD5-1/2" TRIM BOARD AROUND FRONT ELEVATIONWINDOWS & DOORSFASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.TOP OF FOOTINGTOP OF FOOTINGFIRST FLOORSECOND FLOORTOP OF PLATE4'-4"5'-218"10'-134"8'-118"JAMES HARDIE SIDING ON ALL 4 SIDES16'-0"8'-0"8'-0"8'-0"8 / 128 / 121'-6"1'-6"1'-0"5-1/2'' CORNERTRIM BOARDBL2521 - TYP.0'-6" TRIM BOARDBL2521BL25211'-6"CONCRETE COLUMNLINE OF 12" BOARD & BATTEN6'' FRIEZE BOARDTYP.101210121012TYP.SHEATHING FORUSE 1/2" OSBREQUIREMENTSBRACED WALL5'-6"1'-0" RAKEBOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTURE15/32" OSB ROOF SHEATHINGSHINGLES OVER #15 BUILDING PAPER(ICE DAM EAVES)DOWN 0'-7" FROM SUB-FLOORFRAME WOOD PORCH(0'-6" AFTER DECKING)2'-0" STONERETURN02-21-2022ELEVATIONSRIVERSIDE A-1TWO STORY 5 BEDROOM LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670SCALE: 3/16" = 1'-0"FRONT ELEVATION - DA-11MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223 SCALE: 1/8" = 1'-0"RIGHT ELEVATION2A-2SCALE: 1/8" = 1'-0"ROOF PLAN4A-28 / 1210 ROOF VENTSELEV. 96'-4"ELEV. 100'-4"TOP OF FOOTINGTOP OF WALLFIRST FLOORSECOND FLOORTOP OF PLATE4'-0"10'-134"8'-118"1'-0"1'-6"8 / 1210 / 12812JAMES HARDIE SIDING ON ALL 4 SIDESA-2LEFT ELEVATION3SCALE: 1/8" = 1'-0"ELEV. 96'-4"ELEV. 100'-4"TOP OF FOOTINGTOP OF WALLFIRST FLOORSECOND FLOORTOP OF PLATE4'-0"10'-134"10'-134"8'-118"JAMES HARDIE SIDING ON ALL 4 SIDES10 / 1210 / 1210 / 128 / 12A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"ELEV. 96'-4"ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"ELEV. 128'-3"ELEV. 100'-4"TOP OF FOOTINGTOP OF WALLFIRST FLOORSECOND FLOORTOP OF PLATE4'-0"10'-134"10'-134"8'-118"JAMES HARDIE SIDING ON ALL 4 SIDES8 / 128 / 12 8 / 12 8 / 12 8 / 1210 / 1210 / 1210 / 1210 / 124 / 12 6 / 12612ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"ELEV. 128'-3"ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"ELEV. 128'-3"10'-134"EXTERIOR VENTGAS FIREPLACERIVERSIDE02-21-2022ELEVATIONSA-25 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223Secure door closed until deck isconstructed with a separate permit. 666654 x 60 FIXED2- 2 x 6 2-2x630 x 60 SH30 x 60 SHA9'-10"8'-2"18'-0"7'-3"6'-1114"6'-134"6'-8"27'-0"10'-0" 10'-0" MIN. FOOTING STEP Bedroom #5CARPET6'-0"x 6'-11" PATIO9'-0" TALL FOUNDATION WALL11-7/8" TJI JOISTS 16" O.C. 11-7/8" TJI JOISTS 16" O.C.Family RoomCARPETW.I.C.CARPETMech. Room4" CONC. SLAB212 SQ FT OF SLABT.O. SLABEL. 100'-4"SCDS5,000 LB. FOOTINGSTRENGTH MIX.8"x20" CONCRETE30" 28" 28"APPROX. LINE OF SOFFITDROPPED(4) 1-3/4" x 11-7/8" LVL42x42x12 FOOTINGSW/ (5) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOMNO DRAINTILE AT WALKOUT WALL ONLYWINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 24" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.FIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARDWITH 80 SQ. FEET UNPROTECTEDT.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 96'-4"34 X 60BathC.T.38 SF. FLOORINGSTEEL POST W/ COLUMN CAP42x42x12 FOOTINGSW/ (5) #5 BARS EACH DIRECTIONHELD 3" FROM BOTTOMT.O. 8" WALLEL. 108'-4"T.O. FTG.EL. 100'-0"5x7 PSLStairsCARPETWATERHEATEROUTLETSOFTENERFURNACE 42x60 - SH(2) 2x10T.O. 8" CONC.T.O. FTG.EL. 100'-4"EL. 96'-4"CONCRETE FOOTING8"x20" - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX16'-31 4" 4'-51 2"6'-31 4"HVACABOVE1A630x30x12 FOOTINGW/ #4 BAR 12" O.C.BOTH DIRECTIONS6x6 POSTDRAINFLOORSCD(3) 1-3/4"x 11-7/8"LSL - DROPPED4" DRAINTILE ATFOOTINGS ON EACHWALL AS MARKED2" BRICK LEDGEELEV. 107'-8"38x38x12 FOOTINGW/ #4 BAR 12" O.C.BOTH DIRECTIONS38x38x12 FOOTINGW/ #4 BAR 12" O.C.BOTH DIRECTIONSVARIEST.O. SLABEL. 104'-4"T.O. FTG.EL. 108'-4"T.O. 6" CURBTREATED 2x10 LEDGER11-7/8" LSL JOISTS 16" O.C. 32"SUMPT.O. 8" WALLEL. 107'-8"T.O. 8" WALLEL. 107'-8"21'-0"12'-8"16"7'-6" 9'-6" 22'-6"7'-01 4" 10'-4" 13'-0" MIN. FOOTING STEP 23'-113 4" 5'-41 2" 5'-31 2" 53'-6" 29'-61 4" 13'-33 4" 6'-63 4" (1) 1-3/4" x 11-7/8" LVL 11'-0"19'-0"1'-412"16'-3"1'-412"1'-412"8'-3"1'-412"32'-0"51'-0"2'-6"4'-634"9'-014"2'-4"1'-31 2"5'-0"T.O. 4" CURBEL. 100'-4"T.O. FTG.EL. 100'-0"6'-534"11'-0"START SLAB AT TOPOF WALL AT BACK OFGARAGEBASEMENT PLANSCALE: 1/4" = 1'-0"A-313-1/4" x 11" TREATED GLU-LAMDROPPEDTREATED 2x8 JOISTS 16" O.C.12" CONC. PIERSEE SHEET A-0UP1/2 WALL28"2'-0"VOID7-1/2" x 12-1/2"BEAM POCKETUnexcavated4" CONC. SLAB(2) 2x10HallCARPET66667'-0"12'-0"1'-0"15'-0"11'-31 4" 13'-24" 2'-6" 26'-314"FIB. BASE8'-0" C.T. WALLS24" WINECOOLERBASE CABINETS ONLY 4'-8"Wet BarLVP124 SF. FLOORINGW/ PAPERED ACCENT WALL(3) 1-3/4 x 9-1/2 LSL(3) 2x10(2) 2x102x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESHALLBATHFAMILY ROOM151 SF69 SF499 SFSTAIRS89 SFMECHANICAL212 SFBEDROOM / W.I.C.217 SFWET BAR149 SFTOTAL1,386 SFTOTAL1,386 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"UFER GROUNDING RODONE GROUNDING ROD MUST BEPROVIDED. VERIFY SIDE OFGARAGE SIDE: PLACE ROD 4'-0"BACK FROM FRONT CORNER.HOUSE SIDE: PLACE ROD 6'-0"ELECTRICAL SERVICE.BACK FROM FRONT CORNER.(TIMBERSTRAND)118" RIMLSL JOISTTJI JOIST2x6 WALLMECHANICAL ROOMFINISHED BASEMENTBASEMENT PLANA-302-21-2022TWO STORY 4 BEDROOM RIVERSIDE LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223Bearing Wall AboveUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.53.75 SCALE: 1/4" = 1'-0"FIRST FLOOR PLANA-419'-6"(2) 1-3/4"x11 7/8" LSL CONT. HEADER16'x8' O.H. DOORPORTAL FRAME6632'' MTL.Garage4" CONC. SLABSTART SLAB AT TOPOF WALL AT BACK OFGARAGEBOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALL(3) 1-3/4" x 14" LVL - DROPPED12'-0'' x 8'-0'' SHEETROCK OPENINGGreatRoomCARPET24x2424x24LOCKERSDiningWOOD(2) 2x106'-0"x8'-0" PATIO DOOREDGE OF FLOOR ABOVED.W.PantryWOODKitchenWOOD5 SHELVESMudRoomC.T.1A619'-0"1'-6"16'-0"53'-6"8'-0"12'-8"13'-0"14'-0"18'-0"10'-0"7'-0"7'-0"9'-10"8'-2"6'-10"4'-314"20'-6"8"8"4'-3"4'-11"7'-0"2'-0"7'-6"PorchWOOD5/8" TYPE "X" GYP.BD ON ALL WALLSADJACENT TO HOUSE51'-0"SEE FRAMING PLAN11-7/8" TJI JOISTS @ 16" O.C.SEE FRAMING PLAN11-7/8" TJI JOISTS @ 16" O.C.(3) 2x1054x66 FIX(2) 9-1/2" LSL2-2x6GIRDER TRUSS36x6636x6636x662- 2 x 6 2- 2 x 612'-0"28''BathWOODPED.28''31'-0"22'-6" 2'-0"11'-0"1'-6"1'-6"2'-4"2'-4"3'-8"5'-7"8'-9"8'x8' O.H. DOOR30x302'-73 4"W.I.C.C.T.BBABB36"EntryWOODTHERMOSTAT30x30A(2) 2x109'-012"14'-3"4'-5"4'-81 4"11'-114"@ 19.2" O.C. 20" FLOOR TRUSSES GARAGE PLATE HEIGHT IS8-1/8" LOWER THAN 1ST FLOORPLATE HEIGHT1'-6"30''StudyCARPET(2) 36X66 MULLED(2) 2x10B6'-6"6'-6"10'-41 4"28''ROD & SHELF ROD & SHELF BENCH21'-0"9'-6"1'-4"1'-0"36" DRYWALLOPENING (+96") 11'-6"11'-0"30x66 SH30x66 SH(2) 2x10(2) 2x10(2) 2x12 CONT.@ 19.2" O.C. 24" FLOOR TRUSSES (2) 2x10(2) 2x10(2) 2x103x 5 P S L (1) 11-7/8" LSL 4'-61 4" 1'-712" 4'-101 4"2'-1014"HVACTEMP.7'-6"COOKTOP36" GAS4'-10"24"x 81"ISLANDTOP SIZE 59x84W/ 2 LEGSREF.1'-1034"36" DRYWALLOPENING (+96")2'-93 4"6'-0"2'-61 2"GAS FIREPLACE6'-312"1'-5"2'-51 2"2'-51 2" 16'-31 4"RAILINGDNUPEDGE OF FLOOR ABOVEStairs3"3"3"3"4'-634"6'-4"6'-4"4'-53 4" 6'-91 2" 4'-51 2"5'-6"6'-014"ALL THE WAY UPRAILING(1) 11-7/8" LSL (3) 9-1/2" LSL- DROPPEDSHEETROCK OPENING (+96")PANELACCESSATTIC22x30PORTAL FRAME2-2x6(2) 11-7/8" LSL FLUSH WITH BOTTOM OF FLOOR TRUSSES 7'-2"EXTEND TO GIRDER TRUSS 9'-6"2'-0" 2'-0" 11'-4"10'-4"BackHallWOOD1'-0"1'-014"(4) 2X6(4)2x6WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.7'-2"10"HVAC CHASE9'-6"(3) 1-3/4"x 7-1/4" LSL4'-9"10'-112"9'-6"4'-1012"6x8 GLU 6x 8 G L U 1/2" SHEATHING - EXT.TYPICAL GARAGE WALL2x4 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.66667'-0"(2) 1-3/4"x 7-1/4" LSL 13'-234" 2'-6"6'-0"12'-0"W/ VENT HOODR.C.WALLOVENCOMBO(3 ) 2 x 6 (2) 11-7/8" LSL(2) 9-1/2" LSLBUILT-INSBUILT-INS2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"FINISHED ROOM SIZESSTUDY - CARPETPOWDER BATH - WOODGREAT ROOM - CARPET120 SF38 SF259 SFSTAIRS - CARPET90 SFKITCHEN/DINING/ENTRY - WOOD570 SFBACK HALL - WOOD25 SFMUD ROOM &W.I.C. - VINYL140 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"RIVERSIDE02-21-2022FIRST FLOOR PLANA-45 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223PFHVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAbove93.755.7555DOUBLE STUD w/ SIMPSONHTT5 HOLDOWN ANCHORAS SHOWN IN DETAIL 4/S1Top of WallConnections3.5Top of WallConnections63.2551255PFHPFHPFH2.755 (2) 36X60 MULLEDBedroom #2CARPETMasterBedroomCARPET19'-0"11'-0"15'-0"2'-0"32'-0" 44'-0"5'-6"5'-6"42'-0"27'-0"18'-0"10'-0"4'-934"45'-0"SCALE: 1/4" = 1'-0"SECOND FLOOR PLANA-51R & SWASHERDRYERW.I.C.CARPETLaundryVINYL81 SF (FLR)GIRDER TRUSS1'-1134" 9'-234" 16'-414" 4'-21 4" 6'-734" 3'-912"11'-101 4"3'-10"R & S R & SW.I.C.CARPETR & SR & S2'-10"16'-0"7'-1"7'-214"(2) 2X1032"LINENPANELACCESSATTIC22x3010'-312"30"24x24 FIX.3'-2"3'-11"7'-214"7'-1"13'-534"11'-712"36x6036x6010'-014"AAAA3'-412"3'-412"3'-412"LoftCARPET1A630x3030x3030x3030x3030x30(2)2x6(2)2x6AAA(2) 2x10(2) 2x10 (2) 2x1045'-0"28"28"10'-4"30''30''28''28''R & SR & SR & SR & S30x306'-034"5'-912"W.I.C.CARPETW.I.C.CARPET36x6030"30x30 4'-814"5'-112"TEMP.13'-534"5'-212"AA A6'-134"3'-1134"6'-214"Bedroom #4CARPETBedroom #3CARPETLINE OF FLR. BELOWLINE OF FLR. BELOW5'-814"60x321'-10"5'-814"5'-0" CLR. 31'-0"15'-2"12'-4" 11'-0" 11'-6" 36x60A 12'-10" 28" 10'-10"9'-11 4"HallCARPET(2) 2X10(2) 2X10(2) 2X10(2) 2X10(2) 2x10 (2) 2x10 (2) 2x10RAILINGDN Stairs3"3"3"3"4'-634"7'-2"6'-91 2"4'-53 4"HALF WALL (+42")6'-4"1'-9"8'-412"4'-41 2"1'-134"28''4'-0"CDCDTEMP.TEMP.30x3030x308'-3"A(2)2x6(2) 2x10GIRDER TRUSS(4) 2x6(4) 2x630x30 FIXED WINDOW @ GABLEHallCARPET(2) 30x30 MULLEDATEMP.(2) 2X1086" VANITY 3'-2"60x343'-134"5"5'-734"1'-018"7'-1"6'-318"3'-43 4" 3'-312"6'-034"2'-6"HallCARPET4'-3"12'-414"3'-134"MasterBathC.T.89 SF (FLR)WINDOW SILLS MORE THAN 6" ABOVEFINISHED GRADE (SURFACE BELOW) ORLESS THAN 36" FROM FINISHED FLOORSHALL REQUIRE A WINDOW OPENINGCONTROL DEVICE.Jr. SuiteBathC.T.32 SF (FLR)1'-734"4'-534"SSSSSS2'-0"SAME HEIGHT AS PLATE (8'-1-1/8")(+8") STEP UP CEILING8'-9-1/8")SEE DETAIL ON SHEET A-72'-0"2'-0"2'-0"Bath #1C.T.54 SF (FLR)A.P.28''28''5'-2"4'-814"5'-734"60x32FIB. BASE8'-0" C.T. WALLS25" SINKW/ 32" BASECABINET28"24''24''CAST IRON TUB8'-0" C.T. WALLSCHEVRON ACCENT WALL 67"x31"FREE STANDINGTUBMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"734"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDFINISHED ROOM SIZESMASTER BEDROOM - CARPETLAUNDRY - VINYLMASTER BATH - VINYL271 SF81 SF137 SFHALLWAY & LINEN - CARPET135 SFBEDROOM # 2 - CARPET179 SFBEDROOM # 4 - CARPET233 SFBEDROOM # 3 - CARPET218 SFBATH #1 - VINYL85 SFLOFT - CARPET89 SFMASTER W.I.C. - CARPET68 SFTHE TOTALS FOR FLOORING ARE ON FLOOR PLANELEVATION - A-CRIVERSIDE02-21-2022SECOND FLOORA-55 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.Top of WallConnections2.3Top of WallConnections555-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).52.5 SCALE: 1/4" = 1'-0"BUILDING SECTIONA-61SEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION8'-11 8"DRAIN TILE AS REQUIRED2x6 SILL PLATE8'-712"±BD AT FINISHED AREAS4" CONC. FLOOR9'-0" POURED WALL2x4(FLAT) WALL W/ 1/2'' GYP.1/2" GYP. BD.GRADE2x6 SILL PLATE1/2" SHEATHINGSIDING PER ELEV.9'-11 8"11 7/8" @3/4" OSB FLOOR SHEATHING11 7/8" I-JOISTS3/4" OSB FLOOR SHEATHINGVB1/2" GYP. BD.INSUL. @ RIMR-21 INSUL.2x6 - 16" O.C.1/2" GYP. BD.TYPE X GYP. BD.VB2x6 - 16" O.C.1/2" GYP. BD.R-21 INSUL.1/2" GYP. BD.8'-4" POURED WALL6'-8" MIN. HDRM7 3/4'' MAX. RISERS10'' TREADS3- 12'' LSL STRINGERSSTAIR NOTES:FOR FACIA & SOFFITSSEE ELEVATIONSR-49 INSUL.PROVIDE BRACING,BLOCKING AND BRIDGINGPER MANUF. REQUIREMENTSELEV. 100'-0"TOP OF FOOTINGEntryGarage7'-2"SittingELEV. 110'-2-1/8"1ST FLOORELEV. 120'-3-7/8"2ND FLOORLoftClosetBedroomBedroomTRUSSES @ 24" O.C.(DESIGNED BY MFR)1'-0"GRADE20x88'' POURED WALLT.O. FTG.ELEV. 104'-4"1'-0"SEE ELEVATIONSFOR FACIA & SOFFITSCONCRETE FOOTING8"x20" - TYPICAL5,000 LB. FOOTINGSTRENGTH MIX20" FLOOR TRUSSESPLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAT THE HOUSE.818"16" O.C.R A I L I NGRAILING 9'-81 8" 9'-0" 10'-13 4"@ 16" O.C.@ 19.2" O.C.GLUED AND NAILEDGLUED AND NAILEDMIN. TREAD 10"STAIR REQUIREMENTSMAX. RISE 7-3/4"10"73 4"MIN. NOSING 3/4"MAX. NOSING 1-1/4"1-1/4"RIVERSIDE02-21-2022SECTIONA-65 BEDROOM TWO STORY LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE 2x6 STUD WALLS @16" O.C. W/ (R-21) FIBERGLASS BATTINSULATION, 4 MIL POLYVAPOR BARRIER & 1/2"GYPSUM BOARD INSIDE BOISE RIM BOARD (EXTERIOR)1-1/8" OSB RIM BOARD(R-20)8'-118"9'-0" WALLS - (1) 2x6 TOP PLATE 4" CONCRETE SLAB8" x 20" CONC. FTG'SPLATE W/ SILL SEAL INSUL.PRESSURE TREATED 2x6 SILL9'-0"ELEV. 100'-0"TOP OF FOOTINGELEV. 119'-3-1/4"ELEV. 120'-3-7/8"TOP OF PLATE2ND FLOORTOP OF 8" CONC.ELEV. 109'-0"ELEV. 110'-2-1/8"1ST FLOOR9'-118"117 8" 34" 3 4" 117 8"ELEV. 128'-5"2ND FLOOR CLG.WATERPROOFING1) COAT EXTERIOR W/ POLYUREA WATER-8" THICK CONC. WALLSBOISE RIM BOARD1-1/8" OSB RIM BOARD11-7/8" TJI JOISTS @ 16" O.C.BLOCKING AT FOUNDATIONWALLS PARALLEL TO FRAMINGSEE DETAIL 3/A-7PROOFINGDUCTSPACEBLOCKBLOCKOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.R-49 ROOF INSULATIONOR 1/2" SAG-RESISTANT5/8" TYPE "X" GYP. BD.3/4" OSB FLOOR SHEATHING3/4" OSB FLOOR SHEATHINGMIN. 6" ENERGY HEALSEAL ALL JOINTS, CRACKS, OR OTHEROPENINGS WITH POLYURETHANE CAULKFOR RADON PROTECTION11 2"(R-20)5,000 LB. FOOTINGSTRENGTH MIXRIGID METAL FLASHING INSTALLED BY SIDERPROTECTION TO6" BELOW GRADE2) FOAM W/ POLYURETHANE (R-15)6 MIL POLY SLIP SHEET OVERFOAM PRIOR TO BACKFILLAS REQUIRED PER CITY3" EXTERIOR FOAM INSULATION ATLOOKOUT/WALKOUT SIDE WALLS. 2" FOAMAT FULL BASEMENT & 4' FROST FOOTINGS.GLUED AND NAILEDGLUED AND NAILEDMAINTAIN A MIN. CL.OF 6" FROM GRADETO BOTTOM OF SIDING1/2" ANCHOR BOLTS@ 6'-0" O.C. (8" EMBED.)1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISE1/2" EXTERIOR SHEATHINGTYPICAL UNLESS NOTEDOTHERWISESHINGLES OVER 15#15/32" OSB ROOF SHEATHINGBUILDING PAPER(ICE DAM EAVESFIRE RESISTANT FLOOR SYSTEMOR 1/2" GYPSUM WALL BOARD WITH80 SQUARE FEET UNPROTECTED11-7/8" TJI JOISTS(FINISHED BASEMENT)11-7/8" LSL JOISTS(UNFINISHED BASEMENT)3) APPLY ABOVE GRADEFOUNDATION COATINGA-702-21-2022TWO STORY 5 BEDROOM RIVERSIDE LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670BUILDING SECTIONSA-7SECTIONSCALE: 1/2" = 1'-0"1MARCH 2, 20221MARCH 8, 20222MARCH 17, 20223 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- 10d x 1-1/2 - 2- 10d x 1-1/2 No H2 1 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No Products PlotID Length Product Plies Net Qty F32' 32' 0" 11 7/8" TJI 210 joist 1 6 F24' 24' 0" 11 7/8" TJI 210 joist 1 19 F18' 18' 0" 11 7/8" TJI 210 joist 1 5 F16' 16' 0" 11 7/8" TJI 210 joist 1 2 F14' 14' 0" 11 7/8" TJI 210 joist 1 7 F12' 12' 0" 11 7/8" TJI 210 joist 1 1 TJI Blocking 8' 7 3/16" 11 7/8" TJI 210 joist 1 1 F8' 8' 0" 11 7/8" TJI 210 joist 1 1 4-11.875" LVL-28' 28' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 4 4 TS1 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 22 TS2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS3 2' 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 2-2x10 Trtd. 6' 0" 2 X 10 SP No.1 P 2 2 Wall Framing PlotID Length Product Plies Net Qty TSHd1-3 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 TSHd2-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 BBOHd1-3 7' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd2-2 4' 0" 2 x 10 SPF No.1/No.2 2 4 CS CS CS CS CS CS 4-11.875" LVL-28'TS2TS3 F8'F16'RimRimRimRimRimRim Rim Rim Rim Rim Rim Steel Post with Column Cap 29,031# Squash Blocking TSHd1-3 TJI Blocking F14'F14'F14'F14'F14'BBOHd2-2 Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5" *6.5" * 7.25" * 2'-0"2'-0" 3'-0"3'-6" * Allowable spans shown in TB-711 must be reduced by 9" with these size holes 1' 4"F18'TJI Blocking 1' 4"F12'TJI Blocking 1' 4"F24'F24'F24'F24'F16'Rim 3-1/4" x 11" Glulam Trtd.H2H1 2-2x10 Trtd. BBOHd2-2BBOHd1-3 TSHd2-3 F18' 16" O.C. F32' 16" O.C. F24' 16" O.C. F24' 16" O.C. TS1 16" O.C. F14' 16" O.C. LSL joists in this area Customer:Job Name:Address/Lot:Youngfield Homes2022 Fall Parade Home18917 Ixonia AvenueCity, State:Lakeville, MNPlan/Model #:Riverside DJob Number:25393Lyman 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:3/18/22Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in 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 Products PlotID Length Product Plies Net Qty F32' 32' 0" 11 7/8" TJI 210 joist 1 24 F18' 18' 0" 11 7/8" TJI 210 joist 1 5 F12' 12' 0" 11 7/8" TJI 210 joist 1 3 TJI Blocking 5' 4 3/4" 11 7/8" TJI 210 joist 1 1 R22' 22' 0" 11 7/8" TJI 360 joist 1 4 3-14" LVL-16' 16' 0" 1 3/4" x 14" 2.0E Microllam LVL 3 3 3x5 PSL 8' 0" 3 1/2" x 5 1/4" 1.8E Parallam PSL 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-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS1 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 3-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 3-7.25" LSL-20' 20' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 3 3 2-7.25" LSL-12' 12' 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 10 2-2x12-12' 12' 0" 2 x 12 SPF No.1/No.2 2 2 Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 BBOHd1-2 10' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd3-3 7' 0" 2 x 10 SPF No.1/No.2 3 3 BBOHd2-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd4-2 4' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd4-2 3' 0" 2 x 10 SPF No.1/No.2 2 10 CS BBOHd4-2 TSHd2-2 BBOHd3-3BBOHd2-2 BBOHd4-2BBOHd4-2BBOHd4-2 BBOHd4-2BBOHd4-23-14" LVL-16' 3x5 PSL TSHd1-2 BBOHd1-2 F12'F12'RimRimRimRim Rim Rim TS1Girder Truss 7,975# 2-11.875" LSL-20' 2-2x12-12'Rim2-11.875" LSL-14'RimRim 2-7.25" LSL-12'3-9.5" LSL-10'TS2F12'TJI Blocking TJI Blocking 1' 4" 1' 1" Rim 1' 4"8"1' 4"1' 2"1' 6" 3-7.25" LSL-20' 1' 1"1' 7" F32' 16" O.C. F32' 16" O.C. F18' 16" O.C. R22' 16" O.C.← Floor Trusses →360 Series TJIs 3-2x6 ← Floor Trusses →4-2x64-2x6 6421# 6x8 Glulam6x8 Glulam 2 Trimmers Customer:Job Name:Address/Lot:Youngfield Homes2022 Fall Parade Home18917 Ixonia AvenueCity, State:Lakeville, MNPlan/Model #:Riverside DJob Number:25393Lyman 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:3/18/22Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in 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 BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 2 BBOHd2-2 6' 0" 2 x 10 SPF No.1/No.2 2 8 BBOHd3-2 4' 0" 2 x 10 SPF No.1/No.2 2 8 BBOHd3-2 3' 0" 2 x 10 SPF No.1/No.2 2 8 Girder Truss Girder Truss BBOHd3-2BBOHd3-2 BBOHd3-2BBOHd3-2BBOHd3-2BBOHd1-2BBOHd2-2BBOHd2-2 BBOHd2-2 BBOHd2-2 BBOHd3-2 BBOHd3-2BBOHd3-24-2x6 4-2x6 Customer:Job Name:Address/Lot:Youngfield Homes2022 Fall Parade Home18917 Ixonia AvenueCity, State:Lakeville, MNPlan/Model #:Riverside DJob Number:25393Lyman 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:3/18/22Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in 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 One or multiple power vent or direct vent appliances or no combustion appliancesA One or multiple fan-assisted appliances and power vent or direct vent appliancesB One atmospherically vented gas or oil appliance or one solid fuel applianceC Multiple atmospherically vented gas or oil appliances or solid fuel appliancesD 1a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 4505 Estimated House Infiltration (cfm): [1a x 1b] 675.75 0 0 0 2.a) Exhaust Capacity continuous exhaust-only ventilation systems (cfm): (not applicable to balanced ventilation systems such as HRV) 0 0 0 0 b) clothes dryer 135 135 135 135 c) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) 240 0 0 0 d) 80% of next largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) 0 0 0 Total Exhaust Capacity (cfm): [2a+2b+2c+2d] 375 135 135 135 3.a) Makeup Air Requirement Total Exhaust Capacity (from above) 375 135 135 135 b) Estimated House Infiltration (from above) 675.75 0 0 0 Makeup Air Quantity (cfm): [3a – 3b] (if value is negative, no makeup air is needed) -300.75 135 135 135 4. For Makeup Air Opening Sizing, refer to Table 501.3.2 One or multiple power vent or direct vent appliances or no combustion appliancesA One or multiple fan-assisted appliances and power vent or direct vent appliancesB One atmospherically vented gas or oil appliance or one solid fuel applianceC Multiple atmospherically vented gas or oil appliances or solid fuel appliancesD Passive makeup air opening duct diameterE,F,G Type of opening or system (cfm) (cfm) (cfm) (cfm) (inches) 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 with Motorized Damper 318-419 196-258 136-179 84-110 9 Passive Opening with Motorized Damper 420-539 259-332 180-230 111-142 10 Passive Opening with Motorized Damper 540-679 333-419 231-290 143-179 11 Powered Makeup AirH >679 >419 >290 >179 not applicable 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. A Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. Table 501.3.1 Procedure to Determine Makeup Air Quantity for Exhaust Equipment in Dwellings Use the Appropriate Column to Estimate House Infiltration A Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also 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. G Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.3.2 Makeup Air Opening Sizing Table for New and Existing Dwellings 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 appliance(s). E 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. F If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. 5 6 X 15 =90 4505 4505 X 0.02 =90.1 Continuous Ventilation Requirement = Enter # of Bedrooms Ventilation 180.1 90.05 Sq Ft of Home (including unfinished basements etc) Total Ventilation Requirement = Step 1: Draft Hood Fan Assisted 80000 Direct Vent Input:80000 Btu/hr & Power vent Draft Hood 0 Fan Assisted 0 Direct Vent Input:0 Btu/hr & Power vent Step 2: 1512 ft^3 Step 3: Step 4: 4a. Input:0 Btu/hr TRV:0 ft^3 4b. Input:0 Btu/hr RVFA:0 ft^3 Input:0 Btu/hr RVNFA:ft^3 TRV =0 +0 =0 ft^3 Ratio =1512 /0 =#DIV/0! RF=1 -#DIV/0!= Input:0 Btu/hr CAOA=0 /3000 Btu/hr per in2 =0 in2 0 x #DIV/0!=#DIV/0!in2 CAOD =1.13 x #DIV/0!=#DIV/0!in Required Volume Fan Assisted (RVFA) Complete vented combustion appliance information: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) 1346.6012 IFGC APPENDIX E, WORKSHEET E-1. Total Btu/hr input of all non-fan-assisted appliances If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) The CAS includes all spaces connected to one another by code compliant openings.CAS Volume: Furnace/Boiler: Water Heater: (Not fan assisted) (Not fan Assisted) Total Required Volume (TRV) = RVFA + RVNFA Required Volume Non-Fan-Assisted (RVNFA) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) 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) Use Standard Method column in Table E-1 to find Total Required Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. Determine Required Volume for Combustion Air. Standard Method #DIV/0! 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 (EXCEPT DIRECT VENT) Total Btu/hr divided by 3000 Btu/hr per in^2 Use Non-Fan-Assisted Appliances column in Table E-1 to find Combustion Air Opening Area (CAOA): Step 5: Calculate the ratio of available interior volume to the total required volume. Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio If CAS Volume (from Step 2) is less than TRV then go to STEP 5. CAOD = 1.13 multiplied by the square root of Minimum CAOA 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = Step 9: Calculate Combustion Air Opening Diameter (CAOD) Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Mar-14 08:11:23Right-Suite® Universal 2022 22.0.01 RSU64702 Page 1 ...ht\Documents\Wrightsoft HVAC\CJH- Riverside.rup Calc = MJ8 Front Door faces: E Job:Load Short Form 3/14/22Date:Entire House By: Silver Tree Plumbing and Heating LLC 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651-319-4200 Email: andyf@silvertreepandh.com Web: www.silvertreepandh.com Project Information CJH- 18917 Ixonia AveFor: Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F)Semi-tightConstruction quality7270Inside db (°F) 1 (Semi-tight)Fireplaces1685Design TD (°F) M-Daily range 5030Inside humidity (%)5030Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade TradeModelCond AHRI ref Coil AHRI refEfficiency93 AFUE Efficiency 13 SEER Heating input Btuh0 Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm1507 Actual air flow cfm1507 Air flow factor cfm/Btuh0.024 Air flow factor cfm/Btuh0.055 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Room1 1471 16077 4305 378 238 Room2 1471 21691 13676 511 755 Room4 1471 17710 6454 417 356 Room5 358 8560 2872 201 159 Entire House 4772 64038 27308 1507 1507 Other equip loads 2858 0Equip. @ 0.93 RSM 25341 Latent cooling 3454 TOTALS 4772 66896 28796 1507 1507 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-10 X R-10 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space R8 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:80,000 Capacity in Gallons:Other, describe: AFUE or HSPF%96% Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Output in Tons:350 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: WEG100C2X045 BA13NA036 Model Heating System Nat Gas Bryant Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type Westinghouse Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER 926TB Manufacturer Bryant Electric Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.32 Describe other insulated areas Fiberglass, BlownFiberglass, BattsR10 Exterior Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Semi TightDuct system air tightness: Semi TightBuilding envelope air tightness: Rim Joist (1st Floor) Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 66,896 Heating Gain Cooling Load 90 180 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation Heating Loss Combustion Air Select a Type Location of duct or system: 28,796 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor Silver Tree Plumbing and Heating MN License Number MB005441 City Mailing Address of the Dwelling or Dwelling Unit THERMAL ENVELOPE Foam Open Cell Wall Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Attic Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.32 Appliances Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM R10 ExteriorNon or Not Applicable Cooling System Builders Associaton of Minnesota version 101014 3/28/22AMY