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LA189710 17966 Hawksbill Dr Permit Pack
1" Water Meter RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION FIRST FLOORTOTAL4,962 SF1,820 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,252 SF649 SF568 SFUNFINISHEDSECOND FLOOR1,890 SF-SIDEWALK52 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,706 SF612 SFHEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"200 AMP SERVICEGARAGE LEFTWALKOUTSUMMERS CREEK 1ST ADDITIONLOT 17, BLOCK 217966 HAWKSBILL DRIVEKISHORE & MADHURI GOLI2x4 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 CODET.O. RIM6x6 POST12" CONC. PIER1x6 LP TRIM1x6 LP TRIM2'-0"T.O. FTG.VARIEST.O. WALL1'-2"SCALE: 3/4" = 1'-0"COLUMN #2 - 14" STRAIGHT1'-4"5/4" CEDAR DECKINGALUMINUM SOFFIT(3) 2x10 DROPPEDHEADER2x8 DECK JOISTCEDARMILL TEXTURELP PANEL WITH3/8" BEAD VULKEM CAULKINGALL 4 SIDES& BACK OF COLUMN1x3 LP TRIM ON FRONT1x2 ON EACH SIDEELEV. 106'-10"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"9'-118"LINE OFFIREPLACE5'-118"4'-0"4'-0"1'-5"SHEETROCK3'-118"3'-118"934"SHEETROCK12'-534"LINE OF MANTLEFlexRoomGreatRoom11'-412"32"GAS FIREPLACE1'-10"6'-234"36" DRYWALLOPNG. (+96")6'-234"CALLAWAY 401'-1"4'-112"1'-1"FIREPLACE ROUGH OPENINGIS 49-1/2" X 39-1/4"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 PIPE12-10-20A-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 SCALE: 1/4" = 1'-0"1JANUARY 18, 20212FEBRUARY 25, 2021MARCH 8, 20213APRIL 7, 20214Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode04/01/2021dmathewsCOUNTRY JOE HOMESLAKEVILLE WATER SIZING FOR PERMITSADDRESS: 17966 HAWKSBILL DRIVE LAKEVILLETOTAL FIXTURE UNITS (WSFU)- 58TOTAL LENGTH- APPOX 50'WATER SERVICE SIZE- 1"WATER METER SIZE- 1"WATER HEATER FEED- 1"BUILDING SUPPLY TO FIRST BRANCH- 1- 1/4"WATER SOFTENER INLET SIZE- 1- 1/4" FASTEN SHEATHING TO HEADER WITH 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWNON ATTACHED DETAILS.SCALE: 1/4" = 1'-0"FRONT ELEVATION "A"A-118'-0" 8'-0"TOP OF FTGEL.100'-0"2ND FLOORELEV. 119'-7-7/8"1ST FLOORELEV. 109'-6-1/8"TOP OF PLATE1'-0"ELEV. 127'-9"WINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIM5-1/2" TRIMBOARDHARDIE LAPHARDIE BOARD & BATTEN7-1/2" FRIEZE BOARDHARDIE SHAKES18" RAKE24" RAKE1287-1/2" FRIEZE BOARD18" RAKE12" TRIM BOARDS6" CUT BLOCKSUSE 1/2" OSB SHEATHINGFYPON BKT24" OH, 8/12 PITCH12" TRIM BOARDSFOR BRACED WALL REQUIREMENTSBOTH GARAGE PIERSFYPON BKTFYPON BKT12" x 28" x 5-1/4"BL 2665BL 26066" CUT BLOCKSHARDIE BOARD & BATTEN8" O.C. SPACING16" O.C. SPACINGBL 26651'-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.DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)6:126:12STONE RETURN24" RAKE4" TRIMHARDIE SKIRT BD.SHINGLES OVER 15# BUILDINGPAPER 15/32" OSB ROOF SHEATHING(ICE DAM EAVES1'-6"1'-6"8'-0"5-1/2" TRIMBOARDSHARDIE SHAKESPARALLEL CORD VAULT128ELEVATIONSHOLLYBROOK A-1TWO STORY 4 BEDROOM12-10-20LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/ DZ1JANUARY 18, 20212FEBRUARY 25, 2021MARCH 8, 20213APRIL 7, 20214 A-2 SCALE: 1/8" = 1'-0" LEFT ELEVATION RIGHT ELEVATION2 SCALE: 1/8" = 1'-0" 3 A-2 A-2 1 REAR ELEVATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" ROOF PLAN A-2 4 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" 1'-0" ELEV. 109'-6-1/8" 1ST FLOOR 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.) 1ST FLOOR 2ND FLOOR TOP OF PLATE 1'-6" 6 12 TOP OF FTG. EL.100'-0" ELEV. 127'-9" ELEV. 109'-6-1/8" ELEV. 119'-7-7/8" 1'-6" EL.100'-0" 6 12 10'-0" TOP OF FTG. VARIES 10'-0" 8:12 6:12 1'-6" 8:12 6:12 6:12 8:12 8:12 8:12 8:12 8:12 6:12 14 ROOF VENTS 8 12 8:12 8:12 6'-1114"8:12 21'-6" 8:12 8:12 8:12 HARDIE ON ALL 4 SIDES HARDIE ON ALL 4 SIDES HARDIE ON ALL 4 SIDES 8:12 8:12 8:12 26'-6"13'-0"14'-6"8:128:12 14'-6"26'-6"13'-0" 8 12 8'-0" 44'-0" 1'-6" 8 12 ELEVATIONS A-2HOLLYBROOKTWO STORY4 BEDROOM12-10-20 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/DZ 1 JANUARY 18, 2021 2 FEBRUARY 25, 2021 MARCH 8, 20213 APRIL 7, 20214 Secure door closed until deck is constructed with a separate permit. CDS GREATER THAN 44" ABOVE SLAB WINDOW, FINISHED SILL HT. TO BE NO VERIFY EXACT R.O. SIZE FOR EGRESS 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" 54'-0" 8'-0"6'-6"4'-83 4"4'-103 4" 8'-4" TALL FOUNDATION WALL T.O. 8" CONC. T.O. FTG. EL. 100'-4" EL. 96'-4"10'-0"MIN. FTG. STEP42x60 10'-0"MIN. FTG. STEP9'-31 4" A A 5,000 LB. FOOTING STRENGTH MIX 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 #5 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 SIMPSON ANCHOR BOLT LBOLT62140 FOR BRACED WALL PANEL REQUIREMENTS 40'-0"13'-914"17'-6"11'-0"19'-0" 1'-41 2"8'-3" M.O.1'-412"1'-41 2"16'-3" M.O.21'-6"26'-6"16'-6"10'-0"7'-91 2" 3'-101 4"13'-914"48'-0"35'- 1 1 1 16"2'-0"1'-0"CJ13'-6"7'-0"20'-6" 29'-6" DROPPED (3) 11 7/8 LSL 9'-7" 5'-7" USE (1) 2x6 TOP PLATE 8'-4" WALLS 8'-1112"Fin. Bath VINYL 35 SF (FLR)28"10'-0"3'-101 4" 10'-1" 60'-1 1316"37'-2716"Stairs 10'-1"5'-2"11'-0" UP 10"28" 6'-1"1'-0"HALF WALL4'-334"5'-7"4'-11"3"3'-1134"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 )FTGS. T YP.24"x24"(3) 2x10 (3) 2x10 - DROPPED (3) 2x10 DROPPED (3) 2x10 - DROPPED8'-0"1'-0"1'-0"5'-312"3'-11 2" (2) 9-1/2" LSL 2'-0"VOIDWALL TO ALLOW24" VOID UNDER FOR SEWER10'-212"2'-0" 4" DRAINTILE AT FOOTINGS ON EACH WALL AS MARKED (3) 2x10 DROPPED NO DRAINTILE AT WALKOUT WALL ONLY WATER HEATER Mechanical 4" CONC. SLAB 282 SF SUMP 1 A6 2'-0"2'-0"60x32FIRE RESISTANT FLOOR SYSTEM OR 1/2" GYPSUM WALL BOARD WITH 80 SQ. FEET UNPROTECTED 30x30x12 FOOTINGS 2" BRICK LEDGE EL. 107'-8" 2 A7 2x8 JOISTS@ 16" O.C.13'-814"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 APPROXIMATE LINE OF SOFFIT HOSEBIB HOSEBIB S T.O. 8" WALL EL. 100'-0" T.O. FTG. EL. 108'-4" 6" WIDE x 12" TALL BEAM POCKET 30x30x12 FOOTINGS W/ A 6x6 TRTD. POST 30x30x12 FOOTINGS W/ A 5x7 PSL 32"(2) 2x10 26'-234"1'-41 2" 30" 32" (2) 2x10 DROPPED Storage 4" CONC. SLAB 286 SF 11-7/8" TIMBERSTRAND LSLJOISTS MECH RM ONLY11-7/8" TJI JOISTSSEE EWP2 A-3 4' BI-FOLD 12'-6"13'-11"2'-7"10'-0"Finished Hall CARPET WET BARROUGH-INROD & SHELF 2'-10"1'-1"5'-312"3'-712"6'-0"x 6'-11" PATIO (2) 2x10 6'-3" 36x36x12 FOOTINGS W/ (3) #5 BARS EACH DIRECTION HELD 3" FROM BOTTOM (3) 11-7/8" LSL - DROP S 48" VANITY Finished Rec Room VINYL 14'-6" 6'-6"6'-6" 13'-0" 26'-6"10'-0"10'-0"17'-61 4" 2'-0" 2'-134" 6'-0"x 6'-11" PATIO (3) 2x10 4'-412"6'-3" 54x6030x60 30x60 (3)9-1/2" LSL 2- 2 x 6 2- 2 x 6(2) 36x60 MULLED(2) 2x105'-3"4'-734"S CD6x6 POST 5x5 P SL (1) 11 7/8 LSL (1) 11 7/8 LSL11-7/8" TIMBERSTRAND LSLJOISTS MECH RM ONLY11-7/8" TIMBERSTRAND LSLJOISTS MECH RM ONLY11-7/8" TJI JOISTSSEE EWP(4) 2 X 6 (3) 9 1/2" LSL NO TRIM OR JAMBSFOR INTERIOR ATPATIO DOOR WATER SOFTENER 2'-0" 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 #5 - CARPET STAIR - CARPET REC ROOM - VINYL BATH - VINYL MECHANICAL - UNFINISHED TOTAL 196 SF 83 SF 134 SF 66 SF 282 SF 1,820 SF HALL - CARPET 57 SF STORAGE - UNFINISHED 286 SF FAMILY ROOM - CARPET 716 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" BASEMENT PLAN A-3HOLLYBROOKTWO STORY4 BEDROOM12-10-20 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/DZBASEMENT PLAN SCALE: 1/4" = 1'-0"A-3 1 1 JANUARY 18, 2021 2 FEBRUARY 25, 2021 MARCH 8, 20213 APRIL 7, 20214 2.33 3.53.5 65 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (2) 1-3/4"x11 7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL16'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 OFGARAGEFlexRoomCARPETSEE EWP PLAN 11-7/8" TJI JOISTS @ 16" O.C.FoyerWOOD(2) 2x9.5" LSL28"BathVINYL39 SF (FLR)(2) 36X66 MULLED2'-3"12'-3"9'-8"48'-0"21'-6" 40'-0" 9'-0"19'-0"11'-0"50'-0"1'-6"16'-0"1'-6"1'-6"8'-0"11'-6"9'-0"3'-514"4'-0"7'-912"3'-634" 2'-11"11'-8"MudRoomVINYLPantryWOODW.I.C.VINYL28"ROD & SHELFRes. Ctr.WOOD7'-0" GIRDER TRUSS GIRDER TRUSS5'-734"57" DRYWALL(2)9.5" LSL3'-41 2"2'-6"3'-212" BENCH 1'-0"HVACPLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.PLATE HEIGHT 8-1/8"LOWER.A4'-0"DESK 5 x 5 P S L 5x5 PSLFLUSHUP10"DN6'-0"6'-1"4'-10"1'-111 4" RAIL 4'-21 2" 5'-0"10'-11"11'-31 4" 14'-1112"THERMOSTAT(2)11-7/8" LSL17'-614"4'-10"5'-812"3'-934"OPENING3'-112"17'-6" 13'-914" 5'-312"DUCT CHASE2'-0" 2'-0" 7'-0"20'-0"1'-6"2'-0"6'-0"2'-0"8'-0"2'-0"5'-1118"9'-078"5'-6"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 TRUSS PORTAL FRAMEPANEL ACCESS ATTIC 22x30 DOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)1A615'-3"SDiningWOODGreatRoomWOODKitchenWOOD36" GAS COOKTOP30x4830x487'-8"6'-0"(2) 2x9.5" LSL(2) 2x10 CC4'-2"TOP SIZE 84x66 - 3 LEGS70"x 48"ISLAND4'-2" 5'-1"10'-3"12'-834"D.W.REF.60x34GIRDER TRUSS 28"16'-6" 13'-91 4" 11'-41 2" 10'-0"FLUSH(3)11-7/8" LVL 5'-1012"2'-6"28"28"6'-8"5'-0"5'-71 2" 32"54x6630x6630x66(2)11-7/8" LSL2-2x62-2x6B8'-714"3'-1134"42x60(2) 2x104'-3"11'-412"2'-714"FLUSH(2)11-7/8" LSL8'-234"2'-3"4'-1012"4'-414" (2) 2X10 6'-0" X 8'-0" PATIO(2) 2X10(3) 36x66 MULLEDB6'-6"6'-6"13'-0"(2) 36x66 MULLED B 5'-0"5'-0"SunRoomWOOD10'-0" 5'-3"(3) 1-3/4" x 11-7/8" LSL12'-0"6"36"72"x18" TRANSOMWorkAreaWOODR & SR & S 6'-8"14'-6"26'-6"A54'-0"6'-0"2'-0"26'-6" 3'-41 2" 36" DRYWALL OPNG. (+96")ROD & SHELF1'-1114" 8'-834"36" DRYWALLOPNG. (+96")2'-0"(2) 2X1036" DRYWALLOPNG. (+96")(2) 2X103'-212"24 " LINEN 3'-1014"4'-5"48" VANITY8'-0"4'-314"10'-0"4'-314"7'-0"5'-6" 4'-0"5'-10"36"PARALLEL CORD VAULTFormalDiningWOOD(+96")84" DRYWALL OPENING 7'-01 2"15'-0"3'-6"3'-23 4"2'-0"RAIL1112"INSTALL SHWRBEFORE VAN.2'-1014"5'-412"7'-534"15'-612"15'-534"6'-3"24x24 (2) 2x10 24x36(2) 2x10A2'-614"A1'-834" GAS FIREPLACE1'-10"6'-23 4" FLUSH (2)11-7/8" LSL 9" 17'-23 4"(2)11-7/8 LSL3 TRIMMERS2 TRIMMERS(1)11-7/8" LSL (4) 2X6(3)11-7/8" LVL (2) 2X10(1)11-7/8" LSL(1)11-7/8" LSL VENTHOOD2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND232 SFFINISHED ROOM SIZESMUD ROOM/W.I.C.GREAT ROOM - WOODKIT/DINING/FOYER - WOOD122 SFSTAIRS76 SF617 SFFORMAL DINING ROOM - WOOD144 SF3/4 BATH - VINYL58 SFPANTRY/WORK AREA - WOOD85 SFOPT. 3/4 BATHSUN ROOM - WOOD116 SFFLEX ROOM & W.I.C. - CARPET81 SFRESOURCE CENTER/LINEN - WOOD65 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 BEDROOM12-10-20LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670/DZELEVATION ABASEMENT PLANSCALE: 1/4" = 1'-0"A-311JANUARY 18, 20212FEBRUARY 25, 2021MARCH 8, 20213APRIL 7, 2021466655532.9664.566ShearwallPFHPFHPFHPFH14*+0)7&5#/+0)'37#.#..2#0'.5Ä5+/251056*&*1.&190#0%*14(#56'0'&61&17$.'567&5 4'('4615(142156Ä+056#..'&*1.&190126+10 2418+&'&17$.'567&5(14#66#%*/'061($16*564#2 *1.&190 /#;75'$'#4+0)-+0)567&5#54'3& 5+/2510/56%564#2%'06'4'&10(.1145;56'/#6.1%#6+105*190 2418+&'Z$.1%-+0)+0(.11452#%'#54'3& 2418+&'&17$.'567&5#6'#%*'0&1(5*'#49#.. /#;75'$'#4+0)-+0)567&5#54'3& *#6%*''#+0&+%#6'5146*+%-'42.;911&15$':6'4+145*'#6*+0)(#56'0'&61567&5YF0#+.5"1%#62#0'.'&)'5 "1%#6+06'4+14572214656;2+%#.Z567&5"1%(#56'0$1661/2.#6'Y F0#+.5'8'4;(#56'0(4#/+0)#$18'#55*190(14$4#%'&9#..2#0'.5*'#&'4 $'#4+0)-+0)567&5#65+&'51(12'0+0)5$;5722.+'42'4(14#6'&5*'#49#..4#+5'&#$18'(.1145;56'/5(4#/+0)&'6#+.016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.70.'55016'&5*19016*'49+5'2418+&'Z%10%4'6'5%4'95"1%6*475+..2.#6'+061(170+10#66*+59#..2146+10+0#&&+6+1061#0%*14$1.65 0165*190 Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAbove 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 Hall Carpet 1 A6 SLIDE IN TILE ON THE WALL ONE LAYER OF ABOVE THE TUB PANEL ACCESS ATTIC 22x30 (3) 36x60 MULLED 30" 30"24"ROD & SHELF W.I.C. CARPET 24"ROD & SHELF Bedroom #3 CARPET Bedroom #2 CARPET Loft CARPET Bedroom #4 CARPET W.I.C. CARPET 24"Laundry VINYL 49 SF FLR Master Bedroom CARPET 7'-312" 44'-0" 12'-1114" 6'-734"40'-0"2'-814"16'-9"6'-11"40'-0"44'-0" 13'-1" 9'-5"5'-11"13'-1014"4'-914"12'-6"10'-234" 2'-734"8'-414"W.I.C. CARPET 48X48 TEMP.(2) 2x10WASHERDRYER24X242'-2" (2) 9.5" LSL 24X24 TUB - 72X36 5'-112" (2) 2x10(2) 2x10(2) 2x10 (3) 9.5" LSL 2'-113 4" 5'-312"54x42 SLIDER(2) 2x10DN4'-10"(2) 36x60 MULLED 2'-6"13'-6"5'-614"3'-434"42x60A A A A A A A 5'-612"5'-714"5'-212"3'-2"10'-11"5'-6" WINDOW SILLS MORE THAN 6' ABOVE FINISHED GRADE (SURFACE BELOW) OR LESS THAN 36" FROM FINISHED FLOOR SHALL REQUIRE A WINDOW OPENING CONTROL DEVICE. Master Bath VINYL 74 SF FLR Linen 6'-212"1'-1012"5'-0" BI-FOLD 4'-1112"4'-10"4'-312"HALF WALL(+42") RAILING - 42" TALL 10'-11"9'-912"4'-312" A 24"(2) 2x10 CD 6'-512"5'-8"15'-0"50-1/2" R.O.60x34 FIB. BASE CD S S S S RCI CHANNEL IN THIS AREA 8'-0" (3) 2x10 2'-6" 30" 28"28"28"Jack & Jill VINYL 66 SF FLR BUMP 9'-134"Jr. Suite Bath VINYL 30 SF FLR28"8'-4"UP 48x34S ROD & SHELF12'-7"4'-312"C.T. WALLS 5'-31 2" 5'-31 2" 2'-0"17'-6"LINE OF FLOOR BELOW18'-6" 14'-6" 2'-5" (2) 36x60 MULLED (2) 2x10 28"28" DRYWALLOPENING 28" DRYWALLOPENING16'-21 4" 3'-31 2"3'-712"1'-0"32" 6'-7"8'-31 2"3'-812"3'-934" 2'-23 8" 13'-61 8"28" PKT FUR WALL24x24 FIX.(2) 2x10A 2'-814"(+38" TALL) 44'-0" 2'-0"28"28"SINKROUGH-IN VAULT4:12VAULT4:12FRAME WALL @ (+36")TALL. GLASS BETWEENSHOWER & TUB (2) 2x10 2 TRIMMERS (3) 2X6 (3) 2 X6 S 6'-6"6'-6" 28" PKT 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" 246 SF FINISHED ROOM SIZES LOFT - CARPET MASTER BEDROOM - CARPET MASTER W.I.C. - CARPET 193 SF 117 SF JACK & JILL - VINYL 92 SF LAUNDRY - VINYL 49 SF BEDROOM #2- CARPET 168 SF BEDROOM #3 - CARPET 195 SF BEDROOM #4 - CARPET 229 SF FLOORING TOTALS ARE ON FLOOR PLAN JUNIOR SUITE BATH - VINYL 49 SF HALL/LINEN - CARPET 181 SF MASTER BATH - VINYL 149 SF SECOND FLOOR PLAN A-5HOLLYBROOKTWO STORY4 BEDROOM12-10-20 LAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/ DZ 1 JANUARY 18, 2021 2 FEBRUARY 25, 2021 MARCH 8, 20213 APRIL 7, 20214 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 3.5 3.5 3.5 2.5 5 3.5 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. SIDING8'-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 Study 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 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 12-10-20 HOLLYBROOKTWO STORY4 BEDROOMLAKEVILLE, MN 5504422260 DODD BLVD.Phone (952) 469-4066YOUNGFIELD HOMESCOUNTRY JOE HOMESLIC. # BC627670/DZ 1 JANUARY 18, 2021 2 FEBRUARY 25, 2021 MARCH 8, 20213 APRIL 7, 20214 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 BATT INSULATION, 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-RESISTANT 5/8" TYPE "X" GYP. BD. R-49 ROOF INSULATION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. OR 1/2" SAG-RESISTANT5/8" 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 GRADETO 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 NOTED OTHERWISE 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 12-10-20 SECTION A-7HOLLYBROOKTWO STORY4 BEDROOMLAKEVILLE, MN 5504422260 DODD BLVD.Phone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ÄÄYYYJCPUQPITQWROPEQO2.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#02156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.2#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0ÄÄ(#56'06122.#6'61*'#&'4Y 4195F5+0-'40#+.5"1% ZZ$'#4+0)567& ZZ(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0Ä(41/%'06'41(*'#&'4*'+)*6#54'3& Z51.+&$.1%-+0)4'37+4'A*'#6*+0),1+06 ZZ$'#4+0)567&5/+0 8'4+(;Y5722.+'4 2418+&'ZZ+0(+..9#..#$18'*'#&'4#54'3&5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190 4'('4615(14#.6'40#6+8'126+105 (170+109#..$'.19.'0)6*1(%106+07175*'#&'4#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&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*4'3& ÄÄ%10%4'6'(170+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*190YZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14$4#%'&9#...+0' Ä(6 Ä(6 $4#%'& 9#...+0' $4#%'& 9#...+0'$4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 Ä(6 /CTEJÄÄ/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#06*+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('#%*$4#%'&9#..2#0'.#0&'0)+0''4'&9+0&4'5+56+0)'.'/'066*#6+54'37+4'&(146*'*#0510)41725&'5+)0+55*190106*'5647%674#.&4#9+0)59#..501652'%+(+%#..;.#$'.'&106*'2.#05/#;$'56#0&(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& Z0#+.52418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'. 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5647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##411((4#/+0)52#%'#/#:+/7/1(1%$(#56'0#..411((4#/+0)616122.#6'59+6*5+/2510*%.+214'37+8#.'06#0& Z61'0#+.5%411(5*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF%1//100#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6* Z+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&' Z(#%'0#+.5%100'%6+10501652'%+(+%#..;016''61$'+0#%%14�%'9+6*%1&'6#$.'4 6#..911&9#..(4#/+0)+561$'&'5+)0'&$;5722.+'4(14)4#8+6;#0&176Ä1(Ä2.#0'9+0&.1#&56*''064;214%*+5%105+&'4'&61$'#24+/#4+.;12'0010Ä'55'06+#.2146+101(6*'5647%674'#0&+5':%.7&'&(41/6*'18'4#../#+09+0&(14%'5;56'/1(6*'*1/'2418+&'%1&'4'37+4'&72.+(6%100'%6+105#6#..21565#0&6'05+10%100'%6+105#6.'&)'45/#6'4+#.59#..567&5 14.'55 52(567&)4#&'14$'66'49#..567&5 18'4 52(01)4#&'14$'66'4&+/'05+10#..7/$'4 52(01)4#&'14$'66'464'#6'&.7/$'4 5;201)4#&'14$'66'4.5. 9+&6*Ä'14$'66'4.8. 9+&6*Ä'14$'66'4.1#&5411(5019.1#& 25(411(&'#&.1#& 25((.114.+8'.1#& 25((.114&'#&.1#& 25(9+0&.1#& /2*7.6+/#6'':2$%1&'/+00'516#4'5+&'06+#.%1&'411(64755'5(#56'0'&612.#6'5Y Z61'0#+.5 5+/2510*%.+20#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+.$1661/2.#6'614+$$10$4#%'64755Y F0#+.5'8'4;0#+.'#%*,1+56616122.#6'5Y Z0#+.5Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*64755616122.#6'5Y Z61'0#+.5411(64755(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+.4+/6122.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61.#&&'464755Y F0#+.5'8'4;0#+..#&&'464755616122.#6'5YZ0#+.5"1%+06'4+149#..2'42'0&+%7.#461(4#/+0)+06'4+149#..2#4#..'.Y(4#/+0)Z$.1%-+0)$'69''0411(64755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''0,1+5650#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*,1+56616122.#6'Y Z0#+.50#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y Z0#+.5'#%*0#+.'#%*64755616122.#6'Y Z61'0#+.52418+&'411(64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YZ61'0#+.5"1%$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 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 %105647%62146#.(4#/'#55*190+05 5+/ Ä(6 $4#%'&9#...+0'$4#%'&9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 5+/251056*&*1.&190#0%*14(#56'0'&61&17$.'567&5 4'('4615(142156Ä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Ä"5+/$4#%'&9#...+0'$4#%'&9#...+0'2418+&'Z%10%4'6'5%4'95"1%6*475+..2.#6'+061(170+10#66*+59#..2146+10+0#&&+6+1061#0%*14$1.65 0165*190 Products PlotID Length Product Plies Net Qty F38' 38' 0" 11 7/8" TJI 210 joist 1 3 F32' 32' 0" 11 7/8" TJI 210 joist 1 4 F28' 28' 0" 11 7/8" TJI 210 joist 1 21 F26' 26' 0" 11 7/8" TJI 210 joist 1 1 F18' 18' 0" 11 7/8" TJI 210 joist 1 2 TJI Blocking 16' 8 1/4" 11 7/8" TJI 210 joist 1 1 F16' 16' 0" 11 7/8" TJI 210 joist 1 3 F12' 12' 0" 11 7/8" TJI 210 joist 1 1 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 1 TS1 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS2 14' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14 3-11.875" LSL-24' 24' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 1-11.875" LSL-22' 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 3-11.875" LSL-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 1-11.875" LSL-6' 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 Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 14 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 Start Joist Layout Here. 16" o/c Wall Framing PlotID Length Product Plies Net Qty 3-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 4 CS CS CS CS CS CS CS CS CS CSCSCSCSCSCSCSCS 3-11.875" LSL-24' 1-11.875" LSL-6' 5x5 PSL6x6 Post1-11.875" LSL-22'RimRimRimRimRim Rim Rim Rim Squash Blocking 1' 10" 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 F26'TJI Blocking RimRim RimRim Rim RimRim3-11.875" LSL-14' 2' 0" F12'1' 4"TJI Blocking 3-9.5" LSL-10'2-2x10-4'H1 Squash Blocking 3-2x10-7'2-9.5" LSL-4'2-2x10-7'2-2x10-7' 3-9.5" LSL-12' 2-2x10-4' F32' 16" O.C. TS1 16" O.C. TS2 16" O.C. F28' 16" O.C. H2 F16' 16" O.C. F38' 16" O.C. F28' 16" O.C. F18' 16" O.C. 1' 4" 17,467# LSL Joists In This Area 4-2x6 LSL Joists In This Area 10,295# 12,335#Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17966 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:Hollybrook CustomJob Number:24732Lyman 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:3/29/21Revised 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 *** Framing Connector Summary PlotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff H1 1 Simpson HHUS410 30- 10d - 10- 10d No H2 33 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip No H3 2 Simpson HU9 18- 10dx1.5 - 6- 10dx1.5 No H4 1 User HU9 Not Required Products PlotID Length Product Plies Net Qty F28' 28' 0" 11 7/8" TJI 210 joist 1 16 F24' 24' 0" 11 7/8" TJI 210 joist 1 13 F18' 18' 0" 11 7/8" TJI 210 joist 1 16 F14' 14' 0" 11 7/8" TJI 210 joist 1 1 F12' 12' 0" 11 7/8" TJI 210 joist 1 1 TJI Blocking 11' 4 7/16" 11 7/8" TJI 210 joist 1 1 F10' 10' 0" 11 7/8" TJI 210 joist 1 3 F4' 4' 0" 11 7/8" TJI 210 joist 1 4 3-11.875" LVL-28' 28' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 3-11.875" LVL-18' 18' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3 5x5 PSL 10' 0" 5 1/4" x 5 1/4" 1.8E Parallam PSL 1 2 2-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 2-11.875" LSL-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 1-11.875" LSL-18' 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 3-11.875" LSL-14' 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3 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 2-11.875" LSL-6' 6' 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 2-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 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 4 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 10 Wall Framing PlotID Length Product Plies Net Qty 2-11.875" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-9.5" LSL-10' 10' 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 2 2-9.5" LSL-4' 4' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 2-2x10-10' 10' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 4 2-2x10-4' 4' 0" 2 x 10 SPF No.1/No.2 2 8 2-2x10-3' 3' 0" 2 x 10 SPF No.1/No.2 2 6 Start Joist Layout Here. 16" o/c CSCSCSCSCS CS CSCSCS 2-9.5" LSL-8' 2-2x10-4' 2-11.875" LSL-14' 2-11.875" LSL-20'2-7.25" LSL-10'2-9.5" LSL-12' Girder TrussGirder Truss1-11.875" LSL-6' RimRimRimRim Rim Rim RimF14'2-7.25" LSL-10'2-7.25" LSL-8'1-11.875" LSL-6'5x5 PSL TJI Blocking 5x5 PSL RimRim Rim Rim RimRim3-11.875" LSL-14'3-11.875" LVL-28'3-11.875" LVL-18'F12'TJI Blocking 2-11.875" LSL-18'2-11.875" LSL-6' H1 2-2x10-4' 2-2x10-4'2-9.5" LSL-10'2-2x10-3'2-2x10-3'2-2x10-4'2-2x10-3'2-9.5" LSL-4' 2-2x10-10'2-2x10-7'2-2x10-7'2-11.875" LSL-12' 2-11.875" LSL-8' 1' 4"1-11.875" LSL-18'H3 H3 H4F24' 16" O.C. F28' 16" O.C. F28' 16" O.C. F18' 16" O.C. F18' 16" O.C. F10' 16" O.C. F4' 16" O.C. H2 H2 H2 H2 H2 H2← Floor Trusses →2 Trimmers 4-2x6 3 Trimmers Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17966 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:Hollybrook CustomJob Number:24732Lyman 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:3/29/21Revised 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 3-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3 2-9.5" LSL-8' 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 3-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 3 3 2-2x10-7' 7' 0" 2 x 10 SPF No.1/No.2 2 2 2-2x10-5' 5' 0" 2 x 10 SPF No.1/No.2 2 4 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 10 2-2x10-5'2-9.5" LSL-8' 2-2x10-3'2-2x10-3'2-2x10-4'2-2x10-3'2-2x10-3'3-2x10-7' 2-2x10-7' 2-2x10-5'3-9.5" LSL-10'2-2x10-3'Girder Truss 2 Trimmers 3-2x6 3-2x6 Customer:Job Name:Address/Lot:Youngfield HomesInventory Home17966 Hawksbill DriveCity, State:Lakeville, MNPlan/Model #:Hollybrook CustomJob Number:24732Lyman 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:3/29/21Revised 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 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 17966 Hawksbill Dr Lakeville, MN 55044 Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, March 9, 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, March 9, 2021 Client Name:Country Joe Homes Client Address:17966 Hawksbill Dr Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces West 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:1,480 CFM Per Square ft.:0.268 Square ft. of Room Area:5,530 Square ft. Per Ton:1,561 Volume (ft³):35,280 Building Loads Total Heating Required Including Ventilation Air:94,288 Btuh 94.288 MBH Total Sensible Gain:33,159 Btuh 78 % Total Latent Gain:9,355 Btuh 22 % Total Cooling Required Including Ventilation Air:42,513 Btuh 3.54 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\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 218 CFM 112 CFM Infiltration Actual:0.324 AC/hr 0.067 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 35,280 X 35,280 11,444 Cu.ft./hr 2,347 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:191 CFM 39 CFM Total Building Ventilation:105 CFM 105 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 (218 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (112 CFM), Construction: Average C:\Users\Slykke\Desktop\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.54 1,561 5,530 33,159 9,355 42,513 94,288 1,050 1,480 1,480 System 1 3.54 1,561 5,530 33,159 9,355 42,513 94,288 1,050 1,480 1,480 14x17 Ventilation 1,569 2,591 4,159 9,749 Return Duct 0 0 0 6,129 Humidification 6,255 Zone 1 5,530 31,590 6,764 38,354 72,156 1,050 1,480 1,480 14x17 1-Lower Level 1,820 6,753 1,509 8,262 18,315 266 316 316 3--7 2-Main Level 1,820 12,764 2,874 15,638 28,314 412 598 598 6--7 3-Upper Level 1,890 12,073 2,381 14,454 25,527 371 566 566 6--6 C:\Users\Slykke\Desktop\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size Reg Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 394.6 266 316 316 3--7 2-Main Level Built-In 0 750 0.01 0.1 372.9 412 598 598 6--7 3-Upper Level Built-In 0 750 0.01 0.1 480.1 371 566 566 6--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 895.4 1,050 1,480 1,480 14x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:1050 Cooling Flow:1480 C:\Users\Slykke\Desktop\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4agdoor: Glazing-132 3,331 0 2,863 2,863 4a: Glazing-439 11,072 0 8,264 8,264 11G: Door-Wood - Panel, U-value 0.54 42 1,973 0 567 567 11P: Door-Metal - Polyurethane Core, U-value 0.29 21 530 0 152 152 15B0-10sf-8: Wall-Basement, , R-10 board insulation to floor, no interior finish, 8' floor depth, U-value 0.05, above grade U-value 0.083 1232 5,359 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 3174 17,947 0 1,979 1,979 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 1890 3,617 0 2,037 2,037 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 1820 4,275 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 70 213 0 22 22 Subtotals for structure:48,317 0 15,884 15,884 People:6 1,200 1,380 2,580 Equipment:4,600 7,600 12,200 Lighting:1700 5,797 5,797 Ductwork:12,258 0 0 0 Infiltration: Winter CFM: 191, Summer CFM: 39 17,710 964 584 1,548 Ventilation: Winter CFM: 105, Summer CFM: 105 9,749 2,591 1,569 4,159 Exhaust: Winter CFM: 0, Summer CFM: 0 Humidification (Winter) 17.05 gal/day :6,255 0 0 0 AED Excursion:0 0 345 345 Total Building Load Totals:94,288 9,355 33,159 42,513 Check Figures Total Building Supply CFM:1,480 CFM Per Square ft.:0.268 Square ft. of Room Area:5,530 Square ft. Per Ton:1,561 Volume (ft³):35,280 Building Loads Total Heating Required Including Ventilation Air:94,288 Btuh 94.288 MBH Total Sensible Gain:33,159 Btuh 78 % Total Latent Gain:9,355 Btuh 22 % Total Cooling Required Including Ventilation Air:42,513 Btuh 3.54 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\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,820.0 sq.ft.Supply Air:316 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.3 AC/hr Volume:14,560 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:27 CFM Runout Air:105 CFM Percent of Supply.:8 % Runout Duct Size:7 in.Actual Summer Vent.:22 CFM Runout Air Velocity:395 ft./min.Percent of Supply:7 % Runout Air Velocity:395 ft./min.Actual Winter Infil.:22 CFM Actual Loss:0.079 in.wg./100 ft.Actual Summer Infil.:4 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 54 X 8 - Abv. grade U-value 0.083 432 0.050 4.4 1,879 0.0 0 0 E -Wall-15B0-10sf-8 50 X 8 - Abv. grade U-value 0.083 400 0.050 4.4 1,740 0.0 0 0 S -Wall-12F-0bw 54 X 8 295.5 0.065 5.7 1,671 0.6 0 184 W -Wall-15B0-10sf-8 50 X 8 - Abv. grade U-value 0.083 400 0.050 4.4 1,740 0.0 0 0 S -Gls-4agdoor shgc-0.28 0%S (2)84 0.290 25.2 2,120 16.8 0 1,412 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 S -Gls-4a shgc-0.28 0%S 12.5 0.290 25.2 315 16.8 0 210 S -Gls-4a shgc-0.28 0%S 22.5 0.290 25.2 568 16.8 0 378 Floor-21A-20 1 X 1820 1820 0.027 2.3 4,275 0.0 0 0 Subtotals for Structure:14,750 0 2,478 Infil.: Win.: 21.6, Sum.: 4.4 432 4.650 2,009 0.153 109 66 Ductwork:1,556 0 AED Excursion:74 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:18,315 1,509 6,753 C:\Users\Slykke\Desktop\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,820.0 sq.ft.Supply Air:598 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.2 AC/hr Volume:16,380 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:41 CFM Runout Air:100 CFM Percent of Supply.:7 % Runout Duct Size:7 in.Actual Summer Vent.:42 CFM Runout Air Velocity:373 ft./min.Percent of Supply:7 % Runout Air Velocity:373 ft./min.Actual Winter Infil.:94 CFM Actual Loss:0.071 in.wg./100 ft.Actual Summer Infil.:19 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 54 X 9 390 0.065 5.7 2,205 0.6 0 243 E -Wall-12F-0bw 50 X 9 392 0.065 5.7 2,217 0.6 0 245 S -Wall-12F-0bw 54 X 9 381.5 0.065 5.7 2,157 0.6 0 238 W -Wall-12F-0bw 50 X 9 417 0.065 5.7 2,358 0.6 0 260 N -Door-11G 6 X 7 42 0.540 47.0 1,973 13.5 0 567 N -Door-11P 3 X 7 21 0.290 25.2 530 7.3 0 152 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 4 0.290 25.2 101 30.3 0 121 E -Gls-4a shgc-0.28 0%S 6 0.290 25.2 151 30.2 0 181 E -Gls-4agdoor shgc-0.28 0%S 48 0.290 25.2 1,211 30.2 0 1,451 S -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 16.8 0 294 S -Gls-4a shgc-0.28 0%S (2)27.5 0.290 25.2 694 16.8 0 462 S -Gls-4a shgc-0.28 0%S (3)49.5 0.290 25.2 1,248 16.8 0 831 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 (2)33 0.290 25.2 832 30.2 0 998 Subtotals for Structure:17,203 0 6,521 Infil.: Win.: 93.8, Sum.: 19.2 1,872 4.651 8,706 0.153 474 287 Ductwork:2,405 0 AED Excursion:139 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,200 3,200 Lighting:700 2,387 Room Totals:28,314 2,874 12,764 C:\Users\Slykke\Desktop\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 9 Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,890.0 sq.ft.Supply Air:566 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.2 AC/hr Volume:15,120 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:37 CFM Runout Air:94 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:40 CFM Runout Air Velocity:480 ft./min.Percent of Supply:7 % Runout Air Velocity:480 ft./min.Actual Winter Infil.:75 CFM Actual Loss:0.144 in.wg./100 ft.Actual Summer Infil.:15 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 44 X 8 324 0.065 5.7 1,832 0.6 0 202 E -Wall-12F-0bw 50 X 8 364.5 0.065 5.7 2,061 0.6 0 227 S -Wall-12F-0bw 44 X 8 231 0.065 5.7 1,306 0.6 0 144 W -Wall-12F-0bw 50 X 8 378.5 0.065 5.7 2,140 0.6 0 236 N -Gls-4a shgc-0.28 100%S 4 0.290 25.2 101 9.3 0 37 N -Gls-4a shgc-0.28 100%S (2)24 0.290 25.2 606 9.3 0 224 E -Gls-4a shgc-0.28 0%S 4 0.290 25.2 101 30.3 0 121 E -Gls-4a shgc-0.28 0%S (2)31.5 0.290 25.2 794 30.2 0 952 S -Gls-4a shgc-0.28 0%S (7)105 0.290 25.2 2,646 16.8 0 1,764 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 4 0.290 25.2 101 30.3 0 121 W -Gls-4a shgc-0.28 0%S 17.5 0.290 25.2 442 30.2 0 529 UP-Ceil-16B-44 1890 X 1 1890 0.022 1.9 3,617 1.1 0 2,037 Floor-20P-30 1 X 70 70 0.035 3.0 213 0.3 0 22 Subtotals for Structure:16,364 0 6,885 Infil.: Win.: 75.3, Sum.: 15.4 1,504 4.651 6,995 0.154 381 231 Ductwork:2,168 0 AED Excursion:132 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,200 2,200 Lighting:500 1,705 Room Totals:25,527 2,381 12,073 C:\Users\Slykke\Desktop\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,820 18,315 266 3-7 395 6,753 1,509 316 316 2 Main Level 1,820 28,314 412 6-7 373 12,764 2,874 598 598 3 Upper Level 1,890 25,527 371 6-6 480 12,073 2,381 566 566 Ventilation 9,749 1,569 2,591 Humidification 6,255 Return Duct 6,129 0 0 System 1 total 5,530 94,288 1,050 33,159 9,355 1,480 1,480 System 1 Main Trunk Size:14x17 in. Velocity:895 ft./min Loss per 100 ft.:0.100 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.54 78% / 22%33,159 9,355 42,513 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\17966 Hawksbill Dr.rh9 Tuesday, March 9, 2021, 2:46 PM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.Date Certificate Posted 3/10/2021 Mailing Address of the Dwelling or Dwelling Unit City 17966 Hawksbill Dr Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or othersystem monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic WaterHeater Cooling System X Not required per mech. code Fuel Type Natural gas Electric Electric Passive Manufacturer BRYANT Westinghouse BRYANT Powered Model 912SD60120 WEG1002X045 BA13NA048 Interlocked with exhaust device.Describe: Rating or Size Input in BTUS: 120,000 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 94,288 33,159 42,513 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-240 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:240 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 04/12/21XKP