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LA222900 - 17938 Hidden Creek Tr-Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND FIRST FLOORTOTAL5,463 SF1,762 SF--GARAGEBASEMENTFLOOR AREAFINISHED-1,541 SF631 SF221 SFUNFINISHED200 AMP SERVICEGARAGE RIGHTLOOKOUT BASEMENTHIGHVIEW RIDGELOT 15, BLOCK 3 17938 HIDDEN CREEK TRAILSECOND FLOOR2,160 SF-MADHU & BANDHAVI PASHIKANTISIDEWALK52 SFGARAGE SLABBASEMENT SLABFLATWORK SQUARE FOOTAGE1,649 SF614 SF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDLAKEVILLE, MN 55044HEADER HEIGHT SCHEDULEABC6'-11-1/4"8'-0"7'-6"D6'-11-3/8"2020 BUILDING CODE2020 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 SIDEEL. 106'-10"SIDEWALK 52 SF4'-0"Garage8'-6"8'-6"4'-0"Porch2'-0"6'-0"2'-0"SCALE: 3/8" = 1'-0"FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH FRAMERS - 1/2" SHEATHING SHOULD BE FLUSH WITH CONCRETE& DECK LEDGERSYOUNGFIELD SERIESEXTERIOR FOUNDATION INSULATION9'-0" TALL FOUNDATION WALLSSCALE: 1-1/2" = 1'-0"DUCT CHASE AT FLOOR TRUSS1A-11'-8"FLOOR TRUSS 3/4" SUB-FLOOR1-1/2" TOP CHORD8" x 8"DUCT1-1/2" SPRAY FOAM (R-10)1-1/2" BOTTOM CHORDFILL 20" FLOOR TRUSS WITHLOOSE FILL FIBERGLASS INSULATION9"= R-23 6" ROUND PIPE9'-118"LINE OFLINE OFFIREPLACESHEETROCK4'-512"4'-758" 4'-8"1'-5"GreatRoomCARPETFIREPLACE FROM GREAT ROOMSCALE: 1/4" = 1'-0"2'-738"3'-0"3'-6716"3'-9"3'-6716"41-1/2 x 15 VIEWING AREA2'-014"S.R.O.SHEETROCK43" ELECTRIC FIREPLACE4'-0716"3'-9"4'-10716"1'-11716"COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/04/2024jnuetzman 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 - EA-118'-0" 8'-0"T.O. FTG.EL. 105'-0"OVER 15# BUILDING PAPER15/32" OSB ROOF SHEATHINGASPHALT SHINGLES(ICE DAM EAVES)TOP OF FTGEL.100'-0"2ND FLOORELEV. 120'-3-7/8"1ST FLOORELEV. 110'-2-1/8"TOP OF PLATE1'-0"ELEV. 128'-5"5-1/2" TRIMBOARDS5-1/2" TRIMBOARD7-1/2" FRIEZE BOARD18" RAKEFOR BRACED WALL REQUIREMENTS7-1/4" SOFFIT WRAP12" TRIM BD.USE 1/2" OSB SHEATHINGBOTH GARAGE PIERS4:121'-6"4:127:1212121'-6"7:12HARDIE BOARD & BATTEN16" O.C. SPACING15:12121212129'-118"WALL PLATEELEV.119'-3-1/4"1'-058"8'-118"T.O. MAINFND. WALLELEV.109'-0"1'-058"9'-0"3'-0"1'-6"BOTTOM OF20" FLOOR TRUSSESOVER GARAGE1ST FLOORELEV. 110'-2-1/8"8'-5"2ND FLOORELEV. 120'-3-7/8"1'-83 4"6:128" PROJECTIONFROM MAIN FASCIAFUR OUT GABLE 2"12" TRIM BD.WINDOWSBOARDS AROUNDAROUND FRONT5-1/2" TRIMBOARDSDOOR5-1/2" TRIMHARDIE LAPHEEL HEIGHTS FORPORCH AND GARAGEBASED ON BOTTOM OFFASCIA BEING FLUSHW/ TOP OF 7-1/4" BEAM.7-1/2" FRIEZE BOARD18" RAKE18" RAKEDOWN 7" FROM SUB-FLOORFRAME WOOD PORCH(6" AFTER DECKING)BOARD - HARDIE COLORPLUS PANELSBATTEN - HARDIE COLORPLUSBATTEN MUST BE 3" W/ TEXTUREFYPON BKTBL259116'-0"8'-0"WINDOWSWINDOWSCOUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670 A-21REAR ELEVATIONSCALE: 1/8" = 1'-0"1'-0"ELEV. 110'-2-1/8"1ST FLOOR1'-0"ELEV. 120'-3-7/8"2ND FLOORTOP OF PLATEELEV. 128'-5"ROOFVENTS1ST FLOOR1'-6"A-2LEFT ELEVATION2SCALE: 1/8" = 1'-0"GRADE6" EARTH SEPARATIONBETWEEN SIDING AND1ST FLOOR2ND FLOORTOP OF PLATE1'-6"ELEV. 128'-5"ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"1'-0"7:121'-6"71215:124:121'-6"2'-2"7'-0"SCALE: 1/8" = 1'-0"RIGHT ELEVATION3A-21ST FLOOR2ND FLOORTOP OF PLATE1'-6"ELEV. 128'-5"ELEV. 110'-2-1/8"ELEV. 120'-3-7/8"71212:1212:12SCALE: 1/8" = 1'-0"ROOF PLANA-24SHED ROOF6:12GRADEELEV. 100'-0"TOP OF FTG.T.O. 8" CONC.ELEV. 103'-6"EL.100'-0"TOP OF FTGTOP OF 8" CONC.EL.103'-6"EL.100'-0"TOP OF FTG.ELEV. 103'-6"T.O. 8" CONC.HARDIELAP7:127:1212:1212:124:12 7:1211 ROOF VENTS12:1215:126:1212:127:127127:127:127:127:121'-0"1'-6"1'-6"1'-0"COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670Secure door closed until deck isconstructed with a separate permit. BASEMENT PLAN SCALE: 3/16" = 1'-0"A-3 1 SLOPE SLAB FOR DRAINAGET.O. 6" CURB EL. 109'-0" EL. 105'-0" T.O. FTG. VARIES Unexcavated 4" CONC. SLAB T.O. SLAB T.O. SLAB EL. 100'-4" Family Rm. CARPET T.O. 8" WALL EL. 100'-0" T.O. FTG. EL. 109'-0" SOFTENEROUTLET FURN. 8" x 20" - TYPICAL CONCRETE FOOTINGS SEE FRAMING PLAN11-7/8" LSL JOISTS @ 16" O.C.Bedroom #6 CARPET T.O. 8" WALL EL. 109'-0" T.O. FTG. START SLAB AT TOP OF WALL AT BACK OF GARAGE EL. 109'-0" T.O. 8" WALL EL. 105'-0" T.O. FTG. EL. 108'-4" T.O. 6" CURB30"T.O. 8" WALL EL. 109'-0" T.O. FTG. EL. 96'-4" SIMPSON ANCHOR BOLT LBOLT62140 FOR BRACED WALL PANEL REQUIREMENTS40'-0"10'-7"14'-10"11'-0"19'-0" 1'-412"8'-3" M.O.1'-412"1'-412"16'-3" M.O.1'-41 2"22'-0"26'-0"7'-912"7'-414"13'-914"48'-0"2'-0"1'-0"2" BRICK LEDGE EL. 107'-8"13'-6"7'-0"20'-6" 23'-6" DROPPED (3) 11-7/8" LSL 5'-7" 9'-0" TALL FOUNDATION WALL USE (1) 2x6 TOP PLATE 9'-0" WALLS T.O. 8" CONC. T.O. FTG.14'-7"14'-414" LL Main Bath VINYL53 SF (FLR)28"4'-414"7'-0" (2) 2x10 DROPPED ROD & SHELF28"W.I.C. CARPET 2'-11" 90x42 SLIDER EL. 103'-6" EL. 100'-0" 60x42 SLIDER D 60x42 SLIDER D D 5,000 LB. FOOTING STRENGTH MIX EL. 100'-0" Stairs 10'-1" 17'-234"11'-134" S UP 10"6'-23 4"6'-712"4'-11"3"8'-0"9'-0"10'-0"8'-0" 20'-6" 12" CONC. PIER SEE SHEET A-0 DIST. REQ'D. FOR STAIRS ( VERIFY ACT. TO FINAL GRADE ) F TG S . T Y P . 2 4 " x 2 4 " (3) 2x10 (3) 2x10 DROPPED 8'-0"1'-0"1'-0"5'-312"3'-112" (2) 9-1/2" LSL 2'-0"VOIDWALL TO ALLOW24" VOID UNDER FOR SEWER 11'-412"4" DRAINTILE AT FOOTINGS ON EACH WALL AS MARKED (2) 2x10 DROPPED 11-7/8" TIMBERSTRAND LSLJOISTS @ 16" O.C.MECH ROOM ONLYWATER HEATERMechanical/ Storage 4" CONC. SLAB 221 SF SUMP 32"12'-318" 1 A6 1'-0"S FIRE RESISTANT FLOOR SYSTEM OR 1/2" GYPSUM WALL BOARD WITH 80 SQ. FEET UNPROTECTED 30x30x12 FOOTING W/ A 6x6 POST 2 A7@ 16" O.C.2x8 JOISTSSS15'-412"HOSEBIB HOSEBIB APPROXIMATE LINE OF SOFFIT 6" WIDE x 12" TALL BEAM POCKET 30x30x12 FOOTINGSW/ A 6x8 GLU 30x30x12 FOOTINGS W/ A 6x6 TRTD. POST10'-0"6'-0" 8'-0"8'-0" 16'-0" 7'-0" 28'-0" 16'-0"8'-0" 50'-0"11'-134"14'-1014"3'-10"48x34 FIB. BASE 48" VAN.Rec. Rm. CARPET 30x48 SH (2) 2x10 3'-5" DROPPED FUTURE SINK R/I W/D ROUGH IN32"11'-1034"WET BAR R/I FUTURE FRIDGE WATER LINE R/I DROPPED (4) 14" LVL 6 x 8 G LU 6x8 GLU30x30x12 FOOTINGS D (2) 9-1/2" LSL (2) 2x10 (3) 9-1/2" LSL 4- 2 x 4 11-7/8" LSL 11-7/8" LSL(2) 2x10 DROPPED 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 STAIR REC ROOM BATH MECHANICAL/STORAGE TOTAL 201 SF 86 SF 757 SF 84 SF 221 SF 1,443 SF W.I.C.94 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" SECTION @ MECH. ROOM2 A-3 SCALE: 1" = 1'-0" 118" RIM LSL JOISTTJI JOIST 2x6 WALL MECHANICAL ROOMFINISHED BASEMENT (TIMBERSTRAND) FINISHED BASEMENTS ONLY COUNTRY JOE HOMESYOUNGFIELD HOMES22260 DODD BLVD.LAKEVILLE, MN 55044PHONE (952) 469-4066LLC. #BC627670UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 4.5 4.8 Top of WallConnections (3)11-7/8 LVL 43" ELECTRIC FIREPLACE36" GAS COOKTOP W/REF.D.W.(3) 2x10(2) 36X66 MULLEDA(2) 1-3/4" x 7-1/4" LSL LINE OF SOFFITPorch20" WIDE SOFFITLINE OF 7-1/14" TALL BY54x66 FIX30x66 SH30x66 SH(2)9-1/2" LSL2-2x62-2x6B54x66 FIXED30x66 SH2-2x63 - 2 x 6 B30x66 SH(2) 36x66 SH - MULLED28"28"30" 32" MTL. DR. S.C.(2)2x10ROD & SHELFROD & SHELFBathVINYL45 SF (FLR)W.I.C.VINYLMudRoomVINYLKitchenWOODFlexRoomWOODOfficeWOOD24X36C(2) 2x1028"Bedroom #5CARPETW.I.C.CARPET(3) 2x1042" X 96" WALL OVEN COMBO DiningWOODGreatRoomWOOD6'-0" X 8'-0" PATIOUPDOWN 78x43 TOP75x40 BASE3'-614"3'-6"3'-6"(2) 1-3/4" x 11-7/8" LSL CONT. HEADER8'x8' O.H. DOOR(2) 1-3/4" x 9-1/2" LSL16'x8' O.H. DOORGIRDER TRUSS5 x 9 P S L PORTAL FRAME5x9 PSL(2) 1-3/4"x11 7/8" LSL - FLUSH (2) 11-7/8" LSLFLUSH(2) 1-3/4" x 7-1/4" LSL (2) 1-3/4" x 7-1/4" LSL(2) 1-3/4" x 7-1/4" LSL1'-6"16'-0"1'-6"1'-6"8'-0"1'-6"1'-0"8'-0"1'-0"9'-0"1'-0"19'-0"11'-0"10'-0"10'-0"30'-0"20'-0"50'-0"1'-0" 8'-0" 4'-412"6'-0" 25'-434"14'-71 4" 7'-2" 9'-0"40'-0" 2'-0" 10'-0" 50'-0" 4'-10"5'-2"6'-0"8'-0"8'-0"6'-2"7'-634"6'-1012"7'-3"16'-0"13'-1012"14'-112"28'-0"50'-0"9'-0" 59'-0"5'-6"10'-734" 7'-934"13'-814" 3'-478"3'-058"10" 4'-412"4'-338"10'-658" 14'-10"5'-212"6'-512" 21'-6"26'-6" 48'-0"10'-0" 58'-0" 2'-3"9'-6"9'-0" SHEETROCK OPENINGGarage4" CONC. SLABFoyerWOOD(2) 2x106'-0"PANELACCESSATTIC 22x30 START SLAB AT TOPOF WALL AT BACK OFGARAGE2x6 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.BOTTOM OF GARAGEDOOR SHOULD BESET 4" DOWN FROMTOP OF POURED WALLPLATE HEIGHT 8-1/8" LOWER20" PRE-ENGINEERED TRUSSES @ 19.2" O.C.PLATE HEIGHT AT GARAGE IS 8-1/8" LOWER THAN THE HOUSE.6'-7"15'-112"7'-912"4'-814"6'-412"5'-512"3'-614"36" VANITY6'-412"6'-714"B48x34HallWOODHVAC2'-111 2"24"24"5'-0"3'-312"WOOD HOOD Pantry #1WOODWOOD TOP DESKB(2) 2x10 30x24FIXED30x24FIXED 4'-412"24"2'-734"2'-1012"28"ROD & SHELF5'-0" BENCHPantry #2VINYL30x66 SH 30x66 SH30x66 SH B6'-0"84" SHEETROCK OPENING 6'-1034"5'-0"28"28"B(2) 2x10 30x24FIXED 1'-934"6'-414"8'-9"32" PKT.36"2'-2" (2) 2x10 30x24FIXED 12'-414"6'-8"B5'-101516" (2) 2x10 - CONT. (2) 2x10 - CONT.(2) 2x10 - CONT.2- 2 x 6 3-2x6(2)9-1/2" LSL(2)9-1/2" LSLHallWOOD(2) 2x10(2) 11-7/8" LSL(2)9-1/2" LSL - FLUSH11-7/8" LSL2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGEND263 SFFINISHED ROOM SIZESMUD ROOM/W.I.C.GREAT ROOMKIT/DINING/FOYER/FORMAL DINING - WOOD78 SFSTAIRS76 SF661 SFSTUDY110 SFBATH - WOOD26 SFHALL/PANTRY - WOOD51 SFMIN. TREAD 10"NEW 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"COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670SCALE: 3/16" = 1'-0"FIRST FLOOR PLAN A - 41Verify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.BWPsAboveFANSmokeSmokeCO-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).4.36.76332.94.255PFHPFHPFHPFH554.22.4(3) BUMP28"28"28"24"24 "30"30"ROD & SHELFROD & SHELFROD & SHELFBedroom #2CARPETLoftCARPETBedroom #3CARPETBedroom #4CARPETPrimaryBedroomCARPETJ+JBathVINYL66 SF FLRW.I.C.CARPET28"30"(2) 36x60 SH - MULLEDA(2) 36x60 SH - MULLED(2) 36x60 SH - MULLEDA42x60 SH (2) 2x10A3'-734"10'-8"6'-10"6'-0"14'-334"12'-10"50'-0"8'-1034"13'-1112"HallCarpet18'-73 4"7'-6"8'-8"3'-0" 26'-13 4"13'-101 4" 40'-0"16'-0"6'-0"50'-0"8'-914"9'-912"28'-0"9'-814"13'-0"40'-0" 6'-4" 17'-334" 11'-414"2'-6" 4'-10" 4'-111 2" TO BEAM6'-0"5'-6"4'-734"5'-212"7'-034"4'-10"28"60x34ROD & SHELF28"WASHERDRYER32"ROD & SHELF28"8'-0"8'-0"10'-0"50'-0"8'-0" C.T. WALLS28"PANELACCESSATTIC22-1/2x30LaundryVINYL46 SF FLRW.I.C.CARPETPrimaryBathVINYL88 SF FLRJr. SuiteBathVINYL28 SF FLR9'-514"APrimaryW.I.C.CARPET60x34 FIB. BASE25" SINK W/ 32"BASE CABINET48x34 LINEN2'-6"7'-6"7'-134"15'-412"19'-234"9'-0" 4'-13 4"72"x36"SLIDE IN TUB4'-0"48X48(2) 2x10ATEMP.5'-7"3'-2316"GAS(2) 36x60 SH - MULLED (2) 2x10 A 6'-8"60x24 FIX.(2) 2x10A28" S.R.O.4'-0" BI-FOLD24"UPPER LANDINGHANDRAIL AT ENTIRE24x24 FIX.A2'-214"5'-0" BI-FOLDGIRDER TRUSS3- 2 x 6 3-2x6(2)9-1/2" LSL(2)9-1/2" LSL(2)9-1/2" LSL(2) 2x10TRUSSES @ 24" O.C.PRE-ENGINEERED ROOFTRUSSES @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C.PRE-ENGINEERED ROOF2x4 INTERIOR WALLS2x6 INTERIOR WALLSSHEATHING - INSULATEDCONCRETE WALLSBRICK / BRICK LEDGE2x6 EXTERIOR WALL WITH 1/2"FUTURE FINISHWALL LEGENDMIN. TREAD 10"NEW 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 VERIFED 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"343 SFFINISHED ROOM SIZESHALL/LOFTMASTER BEDROOM/W.I.C.MASTER BATH - VINYL304 SF112 SFBATH - VINYL49 SFJACK & JILL - VINYL90 SFLAUNDRY - VINYL46 SFBEDROOM #2164 SFBEDROOM #3197 SFBEDROOM #4242 SFFLOORING TOTALS ON FLOOR PLANCOUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC6276703.5FANFANFANSmokeSmokeSmokeCOSmokeCO-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).SmokeSmoke COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670 COUNTRY JOE HOMES YOUNGFIELD HOMES 22260 DODD BLVD. LAKEVILLE, MN 55044 PHONE (952) 469-4066 LLC. #BC627670 ©DescriptionDateRevisionMarch 22, 2024Project Number:Date:4.109S11Sheets: of1Print Name:Signed: License Number:Garrett Brunell52600Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.Youngfield Homes, Inc.22260 Dodd BoulevardLakeville, MN 550445851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.COPYRIGHT HANSON GROUP, LLC 20244-3-24Pashikanti Residence17938 Hidden Creek TrailLakeville, MNUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANS1FRAMING DETAILGARAGE FRONT PORTAL FRAME5NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODESCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONS4S1FRAMING DETAILBRACEDWALL LINEBRACED WALL LINE BRACEDWALL LINE BRACEDWALL LINE(4-FT)(4-FT)(4-FT)(3.5-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINE(2.9-FT)(4.25-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(6.7-FT)(5-FT)(5-FT)CONSTRUCTPORTAL FRAME ASSHOWN IN 5/S1(4-FT)(4-FT)ONE SIDEDPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLAN(4-FT)(4-FT)BRACEDWALL LINE(4.8-FT)(4-FT)(5-FT) (4-FT)CONSTRUCTPORTAL FRAME ASSHOWN IN 5/S1, SIM.BRACED WALL LINE (4-FT)(4-FT)16'-3"±8'-3"± @ SIM.9'-718"±FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x4/2x6 BEARING STUD & (1) 2x4/2x6FULL HEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF HEADER HEIGHT AS REQ'D (2xSOLID BLOCKING REQUIRED AT SHEATHINGJOINT)(2) 2x4/2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x4/2x6 INFILL WALL ABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER58" Ø ANCHOR BOLT (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDSw/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWN FOR BRACEDWALL PANELSCONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)1'-412"±1'-412"±BRACEDWALL LINE(3-FT)BRACEDWALL LINE(4-FT)BRACEDWALL LINE(4-FT)(4-FT)BRACED WALL LINE (4-FT) BRACED WALL LINE(4-FT)(3-FT)(4-FT)(6-FT)(4.2-FT)(4-FT)(4-FT)(4.3-FT)(4-FT)(4-FT)(4-FT)(4.5-FT)PROVIDE TOP OF WALLCONNECTIONS SHOWNFOR BRACED WALLPANELSPlan Updates4-3-241(2.4-FT) ProductsPlotID Length Product Plies Net QtyF40' 40' 0" 11 7/8" TJI 210 joist 1 9F32' 32' 0" 11 7/8" TJI 210 joist 1 3F30' 30' 0" 11 7/8" TJI 210 joist 1 4F28' 28' 0" 11 7/8" TJI 210 joist 1 16F22' 22' 0" 11 7/8" TJI 210 joist 1 1F16' 16' 0" 11 7/8" TJI 210 joist 1 4M1-4 16' 0" 1 3/4" x 14" 2.0E Microllam LVL 4 43-11.875" LVL-24' 24' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL 3 3TS1 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 14TS2 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2TS3-3 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 3 3Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 153-2x10 Trtd. 20' 0" 2 X 10 SP No.1 P 3 3Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 4Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2TSHd2-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 22BBOHd1-2 6' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd2-2 4' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd2-2 3' 0" 2 x 10 SPF No.1/No.2 2 4 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 4 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoCSCSCSCSCSCS3-11.875" LVL-24'6x6 TrtdF22'RimRimRimRimRimRimRimSquash BlockingRimRimTS26x8 GlulamTS21' 10"RimRound holes larger than 3-5/8" up to 7-1/4" max. in1.5" x 11-7/8" 1.5E TimberStrand LSL joist onlyEdge of large holes need to be at least 4 times the diameter of the largest hole(for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the nexthole is a small 12" diameter hole).The hole must be centered within the joist vertically.No square or rectangular holesNo more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span.See chart below for minimum distance from inside face of bearing to edge of hole for holeslarger than 3-5/8" but not greater than 7.25"Minimum distance from edge of hole to inside face ofbearing (end or intermediate)4"5" *6.5" * 7.25" *2'-0"2'-0" 3'-0"3'-6"* Allowable spans shown in TB-711 must bereduced by 9" with these size holesBBOHd2-2RimRimRimRimRimBBOHd2-2BBOHd2-2TS3-3Squash BlockingSquash Blocking1' 4"1' 0" 1' 0" BBOHd2-2TSHd1-2TSHd2-2 BBOHd1-23-2x10 Trtd.6x8 Glulam6x8 GlulamSolid BlockingSolid BlockingSolid BlockingSolid BlockingM1-4TS116" O.C.F28'16" O.C.F16'16" O.C.F32'16" O.C.F40'16" O.C.F30'16" O.C.H12 Trimmers19,705#10,766#HVACOpening2 TrimmersLSL Joists in this area3 Trimmers2 TrimmersBeam Pocket5,057#4-2x44,132#3-2x63-2x616,245#14,203#Customer:Job Name:Address/Lot:Youngfield HomesPashikanti17969 Hidden Creek TrCity, State:Lakeville, MNPlan/Model #:Hollybrook EJob Number:1306Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:1of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:3/18/24Revised By:Jeff D.Revision Date:4/3/24Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI ®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** ProductsPlotID Length Product Plies Net QtyF40' 40' 0" 11 7/8" TJI 210 joist 1 9F28' 28' 0" 11 7/8" TJI 210 joist 1 12F26' 26' 0" 11 7/8" TJI 210 joist 1 4F18' 18' 0" 11 7/8" TJI 210 joist 1 4F16' 16' 0" 11 7/8" TJI 210 joist 1 12TJI Blocking 14' 8 13/16" 11 7/8" TJI 210 joist 1 1F14' 14' 0" 11 7/8" TJI 210 joist 1 1F12' 12' 0" 11 7/8" TJI 210 joist 1 16F8' 8' 0" 11 7/8" TJI 210 joist 1 45x9 PSL 10' 0" 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 22-11.875" LSL-20' 20' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 22-11.875" LSL-12' 12' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 22-11.875" LSL-6' 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS1 6' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 22-9.5" LSL-12' 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-9.5" LSL-10' 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 22-7.25" LSL-10' 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 63-7.25" LSL-10' 10' 0" 1 3/4" x 7 1/4" 1.55E TimberStrand LSL 2 2Rim 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 14Solid Blocking 1' 0" 5 1/2" x 11 7/8" CS Block 1 2Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL2 2TSHd3-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 22BBOHd1-2 11' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd2-2 9' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd3-2 7' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd4-2 6' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd4-2 5' 0" 2 x 10 SPF No.1/No.2 2 2BBOHd5-2 4' 0" 2 x 10 SPF No.1/No.2 2 4BBOHd5-2 3' 0" 2 x 10 SPF No.1/No.2 2 6 Start Joist Layout Here. 16" o/cFraming Connector SummaryPlotID Qty Manuf Product Face Nails Top Nails Member Nails Web StiffH1 28 Simpson IUS2.06/11.88 10- 10dx1.5 - 2- Strong-Grip NoH4 1 Simpson HHUS48 22- 10d - 8- 10d NoCSCSCSCSCSCSBBOHd5-22-11.875" LSL-6'2-9.5" LSL-10'2-11.875" LSL-12'2-11.875" LSL-20'2-7.25" LSL-10'2-9.5" LSL-12'Girder TrussTS1RimRimRimRimRimRimRimRimRimF14'2-7.25" LSL-10'TS15x9 PSL5x9 PSL3-7.25" LSL-10'1' 10"2-7.25" LSL-10'RimRimRimRimRimTJI BlockingTSHd2-2BBOHd5-2BBOHd5-2BBOHd4-2BBOHd4-2BBOHd3-2BBOHd4-2BBOHd5-2BBOHd2-2BBOHd5-2TSHd3-2BBOHd3-2BBOHd1-2TSHd1-21' 4"1' 7"1' 1"H41' 4"1' 4"Solid BlockingSolid BlockingF40'16" O.C.F18'16" O.C.F28'16" O.C.F28'16" O.C.F16'16" O.C.F16'16" O.C.H1H1H1F12'16" O.C.F12'16" O.C.F26'16" O.C.F8'16" O.C.H1H1Floor Trusses3 Trimmers2 Trimmers3-2x63-2x6Customer:Job Name:Address/Lot:Youngfield HomesPashikanti17969 Hidden Creek TrCity, State:Lakeville, MNPlan/Model #:Hollybrook EJob Number:1306Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:2of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:3/18/24Revised By:Jeff D.Revision Date:4/3/24Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI ®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Wall FramingPlotID Length Product Plies Net QtyTSHd1-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand LSL 26BBOHd1-2 7' 0" 2 x 10 SPF No.1/No.2 2 6BBOHd2-2 5' 0" 2 x 10 SPF No.1/No.2 2 2Girder TrussTSHd1-2BBOHd1-2TSHd1-2TSHd1-2BBOHd1-2BBOHd1-2BBOHd2-23-2x63-2x62 TrimmersCustomer:Job Name:Address/Lot:Youngfield HomesPashikanti17969 Hidden Creek TrCity, State:Lakeville, MNPlan/Model #:Hollybrook EJob Number:1306Lyman Lumber Company18900 West 78th StPO Box 130Chanhassen, MN(952) 470-4800Sheet:3of 3A complete Javelin™ framing plan requires the Framer's Pocket GuideSee the Framer's Pocket Guide for Product Trademark InformationDrawn By:Jeff D.Drawn Date:3/18/24Revised By:Jeff D.Revision Date:4/3/24Revision #:2SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOROVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDEDTHAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THEENGINEER OF RECORD FOR THIS PARTICULAR PROJECT.Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed. 2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI ®, TJ® and Trus Joist® are registered trademarks of Weyerhaeuser NR. © 2012 Weyerhaeuser NR Company. All rights reserved.Header Spans:Up to 4'-11" = 1 Trimmer5'-0" and Bigger = 2 Trimmers*** Unless Noted Otherwise *** Top Plate Considerations Top Plate Compression values below by species (Fc perp): -PSL Column thru top plate2500 psi -SYP MSR 2400805 psi -SPF Studs thru top plate725 psi -DFL (N)625 psi -DFL (US)625 psi -SYP565 psi -SPF425 psi -Hem-Fir (US)405 psi -Hem-Fir (N)370 psi HUS26HUS26CA B CC C1 C4 C2A C C3 (5)B1(4)A1 (5)CB 5 PLY 1'11"42'2'1'11"42'2'2' 1'11"42'2'2'ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. *** PINK WALLS AND TOP OF PORCH BEAMS *** DROPPED 8-1/8" FROM MAIN FLOOR PLATE HEIGHT MONO TRUSSES NOTCHED TO BEAR ON LEDGER HANDFRAME AREA(design & material by others)R = 26612#R = 26758# R = 2060#R = 2099# <---- FcPerp 725 FcPerp 725 ----> Derek Widiker Phone 1-800-524-9990 Ext. 850246Direct 1-715-895-9746Email: derek_widiker@trussabc.com PAGE NO: 1 OF 1 JOB NO: T241510 Name: Hollybrook 17938Customer: Youngfield Homes Inc Address: 17938 Hidden Creek TrailSalesman: JRSDesigner: Derek Widiker HUS26HUS26HUS26HUS26HUS26HUS26HUS26(4)D1D VB VF WB VG E E WC VD VJ WA VC VE VA VH D2 (26)PE (9)E2(7)E4 (2)E3(2)E1 (4)E1 1'11"4 2'2'2'1'11"42'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2' 1'11"42'2'2'2'2'2'2'ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS. (UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. HANDFRAME AREA(design & material by others) R = 8716#R = 8718# Derek WidikerPhone 1-800-524-9990 Ext. 850246 Direct 1-715-895-9746 Email: derek_widiker@trussabc.com PAGE NO: 1 OF 1 JOB NO: T241510 Name: Hollybrook 17938Customer: Youngfield Homes Inc Address: 17938 Hidden Creek TrailSalesman: JRSDesigner: Derek Widiker 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:1-1-24 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, 2024. 2024 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 S15 COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 150 4.001 January 1, 2024 S0 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS SCOPE, INDEX, & CERTIFICATION Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416 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 2024© City: ofSheet: Drawing Date: Project Number: 151 4.001 January 1, 2024 S1 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS DRAWING LIMITATIONS & MATERIALS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake RoadSuite 202St. Louis Park, MN 55416 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 AND FROST 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" OFCENTERLINE. 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 INACCORDANCE 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. 20.THESE DRAWINGS ARE INTENDED TO BE A LIMITED COMPONENT DESIGN TO RESIST LATERAL SOIL PRESSURES FOR SINGLE FAMILY RESIDENCES. VERTICAL LOADS AND FOOTING DESIGNS ARE TO BE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NO SUPPLEMENTAL ENGINEERING OR COMPONENT DESIGN FOR THE FOUNDATION SYSTEM SHALL BE INCLUDED WITH THIS PACKET WITHOUT THE PRIOR REVIEW AND CONSENT OF THE HANSON GROUP. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 152 4.001 January 1, 2024 S2 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS GENERAL NOTES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ.24" MINDETAIL B 3" MIN TYPCONCRETE STRIP FOOTING 11B DETAIL A 36" MIN STEP 2 x STEP STEPNOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLYELEVATION STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 153 4.001 January 1, 2024 S3 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEP FOOTING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (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 2024© City: ofSheet: Drawing Date: Project Number: 154 4.001 January 1, 2024 S4 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WALKOUT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com & T G Y U % Q P E T G V G + P E 21$QZ 5JCMQRGG/0 6" MIN.3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 155 4.001 January 1, 2024 S5 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS LOOKOUT/KNEE WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com & T G Y U % Q P E T G V G + P E 21$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 #4 x 5'-0" HOOKS @ 24" O.C. EMBEDDED IN FOUNDATION WALL & CAST INTO SLAB (MAY REDUCE 2'-0" LEG LENGTH & DRILL IN & EPOXY 8" MIN. INTO FOUNDATION WALL) 3'-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)2'-0" COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 156 4.001 January 1, 2024 S6 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS UNBALANCED FOUNDATION DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. CLEAR HEIGHTBACKFILL HEIGHT112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING PER CODE OR BY BUILDING DESIGNER, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN BELOW 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE CLEAR HEIGHT OF 8'-0" OR LESS (2)#4xCONT. HORIZONTAL BARS CLEAR HEIGHT OF 8'-0" OR MORE (3)#4xCONT. HORIZONTAL BARS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) GENERAL STRIP FOOTING SIZE GUIDE SOIL ONE-STORY STRUCTURE TWO-STORY STRUCTURE 2000 PSF 16" WIDE x 8" THICK 20" WIDE x 8" THICK 1500 PSF 20" WIDE x 8" THICK 26" WIDE x 8" THICK THIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ON MAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHER CONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10", AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS, HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 157 4.001 January 1, 2024 S7 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BASEMENT WALL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$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)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)8'-0" OR LESS9'-0" MAX.10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 158 4.001 January 1, 2024 S8 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS VERTICAL REINFORCING TABLE Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM6"MINWOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12"VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE6"3'-0" MAXVENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112" CLEAR MINMAX#4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 159 4.001 January 1, 2024 S9 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS BRICK LEDGE DETAILS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 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 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 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1510 4.001 January 1, 2024 S10 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS FLOOR BEARING CONNECTIONS Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 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) 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) 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 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTINGANCHOR 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 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. 8'-0" OR LESS 9'-0" MAX. 10'-0" MAX. COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1511 4.001 January 1, 2024 S11 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS ANCHOR SPACING TABLES Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 2 1 $ Q Z 5 J C M Q R G G / 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 2024© City: ofSheet: Drawing Date: Project Number: 1512 4.001 January 1, 2024 S12 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON BEARING JOIST BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE S102 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1. MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE S11 FOR SPACING OFBLOCKING SYSTEM SHOWN COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1513 4.001 January 1, 2024 S13 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS NON-BEARING TRUSS BLOCKING DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10'-0" MAX3'-0" MAX GRADE HEIGHTABOVE TOP OF SLAB1'-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 2024© City: ofSheet: Drawing Date: Project Number: 1514 4.001 January 1, 2024 S14 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS WINDOW WELL DETAIL Project: Client: RevDateSITE ADDRESS: State:Zip:MN 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com & T G Y U % Q P E T G V G + P E 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRAD E L I N E 9'-4" MAX.6'-0" MAX.4'-0" MAX.SEE BASEMENT WALL DETAILSEE LOOKOUT WALL DETAILSIM.CONSTRUCT SIM. LOOKOUT WALLw/ MIN. (2) #4 HORIZ. BARS3 MIN. 1 S7S5S5SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2024© City: ofSheet: Drawing Date: Project Number: 1515 4.001 January 1, 2024 S15 Project: Client: RevDateSITE ADDRESS: State:Zip:MN 2024 C.I.P. CONCRETE FOUNDATION GUIDELINE DRAWINGS STEPPING DOWN WALL WITH GRADE 5851 Cedar Lake Road Suite 202St. Louis Park, MN 55416 Tel 612-708-3572www.hansongroupmn.com &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Site address Date 3/6/2024 Contractor Silver Tree Plumbing & Heating, LLC By Jake Ryan Section A Square feet (Conditioned area inc. 5684 TOTAL VENTILATION 218 basement – finished or unfinished)CONTINUOUS VENTILATION 109 Number of bedrooms 6 # of BEDROOMS 1 2 3 4 5 6 Total/ Total/ Total/ Total/ Total/ Total/ continuous continuous continuous continuous continuous 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 R403.5.2 2015 Mn Energy Code (0.02 x conditioned space) + (15 X (# of bedrooms + 1))= TOTAL VENTILATION RATE Sq Ft 5684 0.02 113.68 Bedrooms 6 15 90 Plus 1 bedroom 15 TOTAL VENT 218.68 CFM Section B Low cfm: High cfm: 120 216 Section D Control Set at 50%120 CFM HIGH set at 100%240 CFM (BALANCED) Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates (in cfm) Conditioned space (in sq. ft.) 2015 Mechanical & Energy Code – Ventilation, Makeup, and Combustion Air Calculations Ventilation Method 17938 Headwaters Dr, Lakeville Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2, 2015 Minnesota Energy Code) ☒Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Ventilation Controls (Describe operation and control of the continuous ventilation) Page 1 of 5 One or multiple power vent or direct vent appliances or no combustion appliances One or multiple fan- assisted appliances and power vent or direct vent appliances One atmospherically vented gas or oil appliance or one solid fuel appliance Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column A Column B Column C Column D 1.Enter the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 5684 Estimated House Infiltration (cfm): [1a x 1b]852.6 2. Exhaust Capacity ERV/HRV=0 a) clothes dryer (cfm)135 135 135 135 b) 80% of largest exhaust rating (cfm); (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) 240 c) 80% of next largest exhaust rating (cfm); NA (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm);375 [2a + 2b +2c] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above)375 b) estimated house infiltration (from above)852.6 Makeup Air Quantity (cfm); [3a – 3b]-477.6 (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 Not required, negative number 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 also be included.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. 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. Directions - In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 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 ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS (Additional makeup air will be required for combustion appliances, see KAIR method for calculations) Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Page 2 of 5 Section E Passive (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Powered (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Interlocked with exhaust device (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Other, describe: Location of duct or system ventilation make-up air: (Determined from make-up air opening table, Table 501.4.2.) NR -477.6 Not Required Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2, 2015 Minnesota Mechanical Code One or multiple power vent, direct vent appliances, or no combustion appliances One or multiple fan- assisted appliances and power vent or direct vent appliances One atmospherically vented gas or oil appliance or one solid fuel appliance Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column A Column B Column C 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. Sections F X Size and type FLEX= RIGID= Other, describe: Not required per mechanical code (No atmospheric or power vented appliances) Make-up air for COMBUSTION Passive (see IFGC Appendix E, Worksheet E-1) 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. 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 (KAIR). For new construction, 4b of step 4 is required to be filled out. The example assumes a typical 3,000 square foot home with a finished basement that has a mechanical room that is 10 feet wide by 12 feet long with an 8 foot ceiling. It also assumes installation of a 70,000 btu, 2 pipe condensing furnace; and a 40,000 Btu, power vented water heater. Make-up air for VENTILATION Size and type (round, rectangular, flex or rigid) Page 3 of 5 Furnace/Boiler: Water Heater: INPUT in BTUHS:0 CAS VOLUME:1428 Mech Room Length:17 Mech Room Width:10 Mech Room Height:8.4 Cubic feet INPUT (BTUH/HOUR)= TRV (ft3)= INPUT (BTUH/HOUR)=0 RVFA (Ft3)=3000 INPUT (BTUH/HOUR)=0 RVNFA (Ft3)=NONE RVFA:3000 RVNFA (Ft3)=0 3000 Ft3 RATIO=1428 DIVIDED BY 3000 EQUALS:0.48 RF = 1 minus Ratio Ratio RF=1 MINUS 0.48 EQUALS:0.52 INPUT (BTUH/HOUR)=0 CAOA=0 divided by 3000 EQUALS:0.00 BTUH/HR per in2 MIN CAOA=0.00 X 0.52 0.00 Square Inches CAOD= 1.13 X Square root Minimum CAOA=0.00 inches Step 1: Complete vented combustion appliance information. __ Draft Hood __ Fan Assisted __-Direct Vent XX FURNACE IS SEALED COMBUSTION (for Furnace, Boiler, and/or Water Heater in the Same Space) IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method Total Btu/hr input of all fan-assisted and power vent appliances Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method 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. 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). 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 __ Draft Hood (Non- fan assist) __ Fan Assisted & Power Vent __ Direct Vent _X_Electric Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required Volume (TRV) Step 6: Calculate Reduction Factor (RF). (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) Total Btu/hr input of all non-fan-assisted appliances Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) Total Required Volume (TRV) = RVFA + RVNFA 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304 Minimum CAOA = CAOA multiplied by RF Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 Step 8: Calculate Minimum CAOA. 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) Page 4 of 5 Input Rating (Btu/hr) 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 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted Non-Fan Assisted 1. The 1994 date refers to dwelling constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is .20 air changes per hour (ACH). 2. This section of the table is to be used for dwelling constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. Page 5 of 5 17938 Heeadwaters Dr, Lakeville HVAC Load Calculations for Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Prepared By: Jake Ryan Silver Tree Plumbing & Heating 1335 Mendota Heights Rd Mendota Heights, MN 55120 651-900-7053 Wednesday, March 6, 2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17938 Heeadwaters Dr, Lakeville Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:17938 Heeadwaters Dr, Lakeville Designed By:Jake Ryan Project Date:3/5/2024 Project Comment:Hollybrook - Lookout Client Name:Country Joe Homes Client Address:22260 Dodd Blvd Client City:Lakeville, MN 55044 Client Phone:(952) 469-4066 Company Name:Silver Tree Plumbing & Heating Company Representative:Jake Ryan Company Address:1335 Mendota Heights Rd Company City:Mendota Heights, MN 55120 Company Phone:651-900-7053 Company E-Mail Address:jaker@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces Northeast 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 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%72 42 Check Figures Total Building Supply CFM:1,272 CFM Per Square ft.:0.224 Square ft. of Room Area:5,684 Square ft. Per Ton:1,896 Volume (ft³):48,996 Building Loads Total Heating Required Including Ventilation Air:67,053 Btuh 67.053 MBH Total Sensible Gain:28,406 Btuh 79 % Total Latent Gain:7,560 Btuh 21 % Total Cooling Required Including Ventilation Air:35,967 Btuh 3.00 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 2.50, 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. F:\ ...\17938 Headwaters Dr, Lakeville - Heat Calc.rh9 Wednesday, March 6, 2024, 10:44 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17938 Heeadwaters Dr, Lakeville Eagan, MN 55121 Page 3 Load Preview Report Scope Has AED Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Min Htg CFM Min Clg CFM Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.00 1,896 5,684 28,406 7,560 35,967 67,053 796 1,272 796 1,272 1,272 System 1 Main Floor No 3.00 1,896 5,684 28,406 7,560 35,967 67,053 796 1,272 796 1,272 1,272 12x17 Ventilation 1,228 5,991 7,219 7,489 218 218 218 Supply Duct Latent 116 116 Return Duct 24 53 77 130 Humidification 9,439 Zone 1 5,684 27,154 1,400 28,554 49,995 796 1,272 796 1,272 1,272 12x17 1-Basement 1,762 3,187 0 3,187 14,178 226 149 226 149 149 2--5 2-Main Level 1,762 14,598 1,400 15,998 17,324 276 684 276 684 684 6--6 3-Second Floor 2,160 9,369 0 9,369 18,492 294 439 294 439 439 4--6 F:\ ...\17938 Headwaters Dr, Lakeville - Heat Calc.rh9 Wednesday, March 6, 2024, 10:44 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17938 Heeadwaters Dr, Lakeville Eagan, MN 55121 Page 4 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-Basement Built-In 450 750 0.01 0.1 547.5 226 149 149 2--5 2-Main Level Built-In 450 750 0.01 0.1 580.5 276 684 684 6--6 3-Second Floor Built-In 450 750 0.01 0.1 558.9 294 439 439 4--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 898 796 1,272 1,272 12x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:796 Cooling Flow:1272 F:\ ...\17938 Headwaters Dr, Lakeville - Heat Calc.rh9 Wednesday, March 6, 2024, 10:44 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17938 Heeadwaters Dr, Lakeville Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Anderson 100: Glazing-Anderson 100, ground reflectance = 0.23, indoor insect screen with 100% coverage, U-value 0.27, SHGC 0.28 548 12,868 0 13,527 13,527 11D: Door-Wood - Solid Core, U-value 0.39 28 950 0 295 295 11J: Door-Metal - Fiberglass Core, U-value 0.6 18.4 961 0 298 298 15B0-10sf-4: Wall-Basement, , R-10 board insulation to floor, no interior finish, 4' floor depth, U-value 0.054, above grade U-value 0.083 245 1,150 0 0 0 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 3190.6 18,042 0 3,380 3,380 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 1170 5,460 0 133 133 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM, U-value 0.05 200 872 0 204 204 RJ R-20 RIM JOIST: Wall-Frame, Custom, RJ R-20 RIM JOIST R-20 SPRAY FOAM, U-value 0.05 228.8 996 0 233 233 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown insulation in attic, U- value 0.02 2160 3,758 0 2,203 2,203 21A-32: 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 32' wide, U-value 0.02 1762 3,066 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover, U-value 0.035 403.8 1,230 0 155 155 Subtotals for structure:49,353 0 20,428 20,428 People:7 1,400 1,610 3,010 Equipment:0 2,400 2,400 Lighting:475 1,620 1,620 Ductwork:772 170 180 350 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 218, Summer CFM: 218 7,489 5,991 1,228 7,219 Humidification (Winter) 25.74 gal/day :9,439 0 0 0 AED Excursion:0 0 940 940 Total Building Load Totals:67,053 7,560 28,406 35,967 Check Figures Total Building Supply CFM:1,272 CFM Per Square ft.:0.224 Square ft. of Room Area:5,684 Square ft. Per Ton:1,896 Volume (ft³):48,996 Building Loads Total Heating Required Including Ventilation Air:67,053 Btuh 67.053 MBH Total Sensible Gain:28,406 Btuh 79 % Total Latent Gain:7,560 Btuh 21 % Total Cooling Required Including Ventilation Air:35,967 Btuh 3.00 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 2.50, 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. F:\ ...\17938 Headwaters Dr, Lakeville - Heat Calc.rh9 Wednesday, March 6, 2024, 10:44 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17938 Heeadwaters Dr, Lakeville Eagan, MN 55121 Page 6 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces Northeast Individual Rooms Rm. No. Room Name 0° Rot. CFM 45° Rot. CFM 90° Rot. CFM 135° Rot. CFM 180° Rot. CFM 225° Rot. CFM 270° Rot. CFM 315° Rot. CFM High Duct Size System 1: Zone 1: 1 Basement 149 *163 129 85 127 154 144 114 2--5 2 Main Level *684 671 646 562 630 634 658 608 6--6 3 Second Floor 439 *449 433 379 424 426 424 379 4--6 * Indicates highest CFM of all rotations. Whole Building Rotation Degrees Front door Faces Supply CFM Sensible Gain Latent Gain Net Tons 0°Northeast 1,272 28,406 7,560 3.00 45°East *1,283 *28,642 7,560 *3.02 90°Southeast 1,208 27,048 7,560 2.88 135°South 1,025 23,136 *7,560 2.56 180°Southwest 1,180 26,450 7,560 2.83 225°West 1,214 27,163 7,560 2.89 270°Northwest 1,226 27,428 7,560 2.92 315°North 1,102 24,765 7,560 2.69 * Indicates highest value of all rotations. 2.5 2.6 2.7 2.8 2.9 3.0 Northeast East Southeast South Southwest West Northwest NorthCooling TonsDirection Front door Faces Building Rotation Tonnage Building Net Tonnage F:\ ...\17938 Headwaters Dr, Lakeville - Heat Calc.rh9 Wednesday, March 6, 2024, 10:44 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 17938 Heeadwaters Dr, Lakeville Eagan, MN 55121 Page 7 Building Rotation Report (cont'd) 27,000 28,000 29,000 30,000 31,000 32,000 33,000 34,000 35,000 36,000 37,000 38,000 39,000 40,000 41,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pmBuilding Net Gain, BtuhTime of Day Building Rotation Hourly Net Gain Front door faces Northeast Front door faces East Front door faces Southeast Front door faces South Front door faces Southwest Front door faces West Front door faces Northwest Front door faces North F:\ ...\17938 Headwaters Dr, Lakeville - Heat Calc.rh9 Wednesday, March 6, 2024, 10:44 AM Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Total R-Value of all Types of InsulationType: Check All That Apply Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is required for “Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre,” (NPDES Permit, Section 1.2). Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ *Primary Company Contact: _________________________________________________________________ *Should a site be deemed noncompliant, this individual will be notified Phone #: ____________________________ Email: ______________________________________________ If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. “Permittees must ensure a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hours,” (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: ____________________________________ Company: ___________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: __________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001). Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 952-215-6391 rjarvi@countryjoehomes.com Rob Jarvi Youngfield Homes Rob Jarvi Youngfield Homes 952-215-6391 rjarvi@countryjoehomes.com University of Minnesota 05/31/24 Steve Sauber 17938 HIDDEN CREEK TRAIL 04/02/24 Date: 4/4/24 Reviewed: XStaff Initials: PM