HomeMy WebLinkAboutLA167925 8657 188th St W Permit Pack3/28/19SH
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C8' RIDGE VENT 8:128:128:1210' RIDGE VENT8:1212:1212:124:1214' RIDGE VENT AAAABBBBCCCCEEEEDDDD6' RIDGE VENT12:12SADDLE12:1212:1212:1212:1212:126' RIDGE VENT12:125'-0"5'-0"5'-0"5'-0"
8'-0"FF12:1212:126' RIDGE VENT 12:12ROOF PLAN1/8"=1'-0"F12121xSTEEL PANEL OVERHEAD DOORXXXXXICE & WATERALUMINUM FLASHINGBEHIND STOOP6 1/2"FFFDD1'-4"1'-0"1'-4"1'-4"1'-1 13/16"HEEL
DADDRESS NUMBERD8:12 PITCH8:12 PITCH4:12 SADDLEHARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4"
.96"3-1/2"SHEATHINGHDBD TRIM1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM6" TRIM6" TRIM1-1/2"HEARTLAND COTTAGE8:12 PITCH12:12 PITCH1212D1'-4"1'-1 13/16"
HEEL D2'-0"2'-6"8" TRIMBKT7x12x4FYPONDTLB6x5x7FYPON(TYPICAL)8" TRIM8" TRIM6" TRIMBOARD & BATTENSIDING6'-6"5'-0"2'-0"AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USEDRO 24"x48"5'-0"2040 FXRO 24"x48"2040 FX8'-0"
1'-8"
1'-1 13/16"HEEL1'-4"1'-1 13/16"HEEL1'-1 13/16"HEEL
18" BOARDSHUTTERS18" BOARDSHUTTERS1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725450-C-3.0WHITNEYEREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENHGPERMIT / CONST.PLANSLOT 6, BLK 2, CHOKECHERRY HILL 4th8657 188th STREET W.LEFT ELEVATION1/8"=1'-0"RIGHT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTHREAR ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE128A1'-0"12:12 PITCHF12:12 PITCH1212121212:12 PITCH12121xA8:12 PITCH1'-0"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS8:12 PITCH1'-4"1'-0 1/2"HEEL 121212:12 PITCHA1281'-4"8 1/2"HEEL 12:12 PITCH8:12 PITCH12:12 PITCH128A1212121212812:12 PITCH12:12 PITCH4:12 SADDLEBEHIND40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2VINYL SIDINGDRAWN: 11-20-2015-AWREVISED: 7-30-2018-AWSPEC/RESIDENCE8657 188th STREET WESTPERMIT/CONST: 3-27-2019-LJSSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode04/15/2019dmathews
MFD FLOOR TRUSSESINSTALL PER MFRS SPECS7'-7"5'-4"A/C12'-11"52'-0"7'-0"24'-0"19'-0"26'-0"50'-0"19'-0"19'-6"11'-6"1'-7 1/2"1'-7 1/2"10 1/2"1'-4 1/2"44'-0"
18'-6"
4'-0"4'-0"
52'-0"
3'-6"10'-0"5'-0"19'-0"18'-0"4'-0"5'-9"13'-2"4'-0"2'-2"5'-10"1'-0"19'-6"6"6"16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.16'-3"9'-3" M.O.9'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADEMIN. 3'-6" BELOW GRADE6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLFILL14"x8" CONC. FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL6" THICKTYP. WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.NOTE:8'-4" HIGH POURED CONC. FOUNDATION WALL TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRBASEMENT PLAN1/4"=1'-0"FUTURE BEDRM235 SQ. FT.FUTUREW.I.C.FUTUREFAMILY RM879 SQ. FT.R/I3/4B52 SQ. FT.TPH36"16"x8" CONC. FTG.6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGH2'-0"19'-4"11'-2"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH2-82-62-4HDR2-4CONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x122x6 BRNG WALLUNEXCAVATEDSUMP16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGE16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C2.0XDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1-GL-LOPC#605: 10-24-2018-LLPC#632: 3-4-2019-LLPERMIT/CONST: 3-27-2019-LJS11'-0"8'-0"DROPPED BEAM5'-3 1/2"5'-6 1/2"UP16R7'-4"DROPPED BEAM2x6 BRNG WALLOF MAIN LEVEL SUBFLOORFRAME WALL TO UNDERSIDECONC. PAD FTG.30x30x12HVWHF.D.OMIT CURBBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM4'-0"4'-0"BRACINGFOUNDATIONSYSTEMMAX.BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM4'-0"
MAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.COCKSILL3'-0"FBSFB20'-6 1/2"4'-11 1/2"DROPPED BEAMRADONVENT PIPECONC. PAD FTG.30x30x1213'-2"UNFINISHEDSTORAGE / MECH.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSB.P.DROPPED BEAMANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLMFD FLOOR TRUSSES
INSTALL PER MFRS SPECS36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE42x42x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.C.3" FROM BOTTOMPOINT LOAD FROM ABOVE34x48 FBGLSHOWERSURROUNDFOOTINGSLEEVE INCONC. PAD FTG.30x30x121/2"=1'-0"PORCH SKIRT DETAIL1/2"=1'-0"FRONT PORCH LEDGER SECTION6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST4-1/2" FROM1 1/2"AND BELOW 2x8 &2x10 TRTD LEDGERSTRTD 2X8 JOISTS16" O.C.(8) 10d COMMON NAILSTRTD. 2X10 RIPPED(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILSCONC. PAD FTG.34x34x14NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.3223 1/2x5 1/2 VERSA COLUMN1'-11"1/2"=1'-0"FRONT PORCH LEDGER DETAIL18"
FLOOR
TRUSSES
3/4"
1st FLOOR
WALLSSUBFLOOR
9'-1 1/8"
BASEMENT
WALLS
3/4" SUBFLOOR6 1/4"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL.
2""MIN...5 1/4"
2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESBLOCKING, LAID FLAT(2) TRTD 2x12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2x12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDELAG SCREWS1/2" DIAMETERINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSSPLAN OPTIONS..LOOKOUT ELEVATIONPERMIT / CONST.PLANS8657 188th STREET W.FOUNDATION BRACINGFOOTLOCKSLOOKOUT: 7 TOTALFOUNDATION INSULATIONFRONT FOUNDATION WALL:-64 SQ FT/70 LIN FT= 0.91 RATIOR-10REAR FOUNDATION WALL:-26 SQ FT/52 LIN FT= 0.50 RATIOLEFT SIDE FOUND. WALL:-66 SQ FT/26 LIN FT= 2.54 RATIORIGHT SIDE FOUND. WALL:-62 SQ FT/44 LIN FT= 1.41 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS7'-8"18'-4"7'-0"50'-0"7'-0"5036 SLIDER5036 SLIDER5036 SLIDER36'-0"14'-0"10'-0"DROPPED BEAMCOCKSILL12'-6"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHADD DROPPED SOFFIT WHENBASEMENT IS FINISHED8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.2'-0"2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.GROUNDING RODTHRU PLATE4554(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-LamUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
44'-0"
25'-6"5'-6"13'-0"50'-0"21'-0"5'-0"19'-0"52'-0"6'-4"7'-0"24'-0"12'-8"26'-0"19'-6"9'-9"9'-9"5'-6"REF.2'-3"
END PANEL
6'-4"4'-4"2'-6"3'-6"2'-0"13'-6"21'-6"5'-2"8'-4"5'-10"19'-4"11'-2"2'-0"
5 1/2"
5'-0"13'-0"18'-0"4'-0"4'-0"4'-4"4'-0"1'-5"4'-1 1/2"4'-8 1/2"2-42-816x7 OVERHEAD DOOR9x7 OVERHEAD DOORFLOOR LINE ABOVEFLUSH BEAM
6"6"
2'-11"3'-6"3'-6"3'-1"6'-6"19'-0"5'-0"4'-0"4'-0"4'-0"7'-0"7'-0"2-02-03-0 W/TRANSOM2W 3050 SH2020 FX2020 FX2020 FX3060 SH14" TRANSOM3060 SH3060 SH3060 SH3060 SH2W 3060 SHDININGDINETTEHD-FLRFAMILYROOMCPT.GARAGESLOPE TO DOORS4" CONC FLOOR713 SQ. FT.TYPICAL 2x6 GARAGE WALLSOWNERSENTRYHD-FLRFOYERHD-FLRPANTRYHD-FLRKIT.HD-FLR2-8ABOVELINEFLOORFLUSH BEAMFLUSH BEAM7"x12" DROPPED SOFFIT 12" DROPPED SOFFITSTEPSMFD I-JOISTS
INSTALL PER MFRS SPECS
MFD I-JOISTS
INSTALL PER MFRS SPECS MFD I-JOISTSINSTALL PER MFRS SPECSDN16R2x6 BRNG WALL2x6 BRNG WALL2x6 BRNG WALLFLUSH BEAMDROPPED BEAM6'-11 1/2"1ST FLOOR PLAN1/4"=1'-0"1618 SQ. FT.NOTE:9'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 7'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C3.0XRADONVENT PIPEDROPPED BEAM3-0 x 8-0 OPG3-0 x 8-0 OPGON ALL WALLS & CEILINGGYP. BOARDNOTE: 22x30ATTICACCESS1'-0" FROM HOUSEDROP PLATES1'-0" FROM HOUSEDROP PLATES5 1/2"6'-4"3-6 x 8-0 OPG.3'-6"1'-6"CPT.HD-FLR1'-4"4'-0"36'-0"14'-0"2'-0"
12'-10 7/8"5'-8 3/8"3'-2"2'-3 1/4"2'-3 1/4"6'-11 1/4"12" O.H. (3 SIDES)DW1 1/2"CPT.UP15RUP1R
2x6 WALL4'-9 3/4"
INSIDE FRAMING5-1/4" BEARING4-2x6 COLUMN2X8 WALLLENGTH REQ'D5-1/4" BEARING4-2x6 COLUMN (Boise)LENGTH REQ'DDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1-GL-LOPC#605: 10-24-2018-LLPC#632: 3-4-2019-LLPERMIT/CONST: 3-27-2019-LJS5-1/4"x5-1/4" COLUMN (LPi)MFD TRUSSES AT 24" O.C.TPH 24" TOWEL BAR9'-8"5'-4"2-4BATH #4HD-FLR36"2-65-09'-2"3'-6"3'-1"34x48 FBGLSHOWERSURROUNDBEDRM #5CPT.12'-6"7'-8"4'-10"2'-6"6068 SGD W/11'-6"6'-0"50'-0"6'-6"4'-6"4'-0"4'-0"
52'-0"11'-0"8'-0"2'-11"2'-11"CONC. STEPS2'-2"5'-10"11'-0"CONC. STOOPARCHED OPG.3'-6"35 SQ. FT.WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.3138.25" X 113"FOYER0.2312W 3050 SHDINING ROOM12020 FXDINING ROOM31BEDROOM #52W 3060 SH1DINETTE3060 SH41DINETTEFAMILY ROOM3060 SH24" X 24"0.310.320.310.3172 1/8" X 60 1/4"0.3172 1/8" X 72"0.310.3136 1/4" X 72"0.310.3136 1/4" X 72"0.316068 w/ TRANSOM0.3172 1/8" X 94"0.323"1'-0"34-1/2" A.F.F.2x4 WALLS ATCORBELSTRUCTURAL9'-6"CORBELSTRUCTURALPLAN OPTIONSSTAIR RAILGAS FIREPLACE #2TILED BACKSPLASHPENDANTS PACKAGESIGNATURE KITCHENPERMIT / CONST.PLANS8657 188th STREET W.FAMILY ROOM LED FLUSH MNT LIGHT PKGWOOD FLOOR @ DINING ROOM.SL750 GAS F.P.R.O. 42 x 40 1/8 3'-1 1/2"3'-1 1/2"7'-0"7"INSIDE FRAMINGINSIDE FRAMING OUTSIDE FRAMING2'-0"FROM TOP OF SUBFLOORTO BOTTOM OF FRAMINGFRAME SOFFIT AT 7'-6 1/8"WOOD RAILINGOVENS 20 AMP.MICRO HOODCIRCUITCOOKTOPGASTILEDBACKSPLASHTILEDBACKSPLASHVENT MICRO HOODTO OUTSIDEHD-FLR(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)14" Versa-Lam(1)14" Versa-Lam
(1)14" Versa-Lam
(2)7-1/4 Versa-Lam(1)14" Versa-Lam(1)14" Versa-Lam
(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(3)24" Versa-Lam(2)11-7/8 Versa-Lam53.566542.554777555PFHPFH
13'-11"4'-6"8'-5"4'-6"12'-8"
7'-6"6'-4"12'-2"
44'-0"4'-0"
48'-0"50'-0"14'-0"14'-8"26'-0"20'-0"48'-0"3'-2"2'-6"14'-4"2'-6"5'-8"4'-6"19'-0"3-0 x 7-0 OPG.8'-9"
1'-0 1/2"6'-10"9'-2"3'-2 1/4"5'-6"6'-7"7'-2 1/2"6'-7"6'-7"7'-0"7'-0"7'-2"7'-6"7"4'-0 1/2"7"5 1/2"7'-0" HIGH SRO2ND FLOOR PLAN1/4"=1'-0"1782 SQ. FT.LIVING AREANOTE:8'-1 1/8" PLATE HEIGHT TYPICALWDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR5'-0"
INSIDE FRAMING2-62-611'-6 3/4"3'-6"2'-2"LINEN30"2x6 WALL2W 3050 SH2'-3"9'-11"DN16R2-65-02-02-42-8BEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.OPEN TOBELOWW.I.C.CPT.BATH #3HD-FLRTPH24"TOWELBARW/ WOOD CAP42" HIGH HALF WALLThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C4.0XDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1-GL-LOPC#605: 10-24-2018-LLPC#632: 3-4-2019-LLPERMIT/CONST: 3-27-2019-LJS3040 SHTEMP GLW/ WOOD CAP42" HIGH HALF WALLGAMEROOMCPT.MELAMINEPANEL3'-1"3050 SH36'-0"2'-0"GIRDER TRUSS10'-4"4'-4 3/4"3'-8"3'-6"24" TOWEL BAR84"14'-2"7'-2"7'-1"7'-1"2-68'-4 1/4"2W 3050 SH2-42-42-42x6 WALLOWNERSBEDRMCPT.W.I.C.CPT.OWNERSBATHHD-FLRTPH MELAMINEPANEL3-0 x 7-0 OPG.48"48"3'-0"5'-5"7"5-0 FBGLTUB/SHWRA.P.2-42-82-42-42-4WASHDRYW.I.C.CPT.W.I.C.CPT.BATH #2HD-FLRTPH24" TOWEL BAR24" TOWEL BAR
RADONVENT PIPE22x30ATTICACCESS5'-8 1/2"2-01'-6"2x6 WALL6" SPLASH2'-8"5'-3 1/4"INSIDE FRAMING4'-2 1/2"
INSIDE FRAMING
4'-2 1/2"
INSIDE FRAMING
4'-6"4'-6"34x48 FBGLSHOWERSURROUNDNOTES:135°135°135°ALL TOE LEDGES AND SEATSARE 18" OFF THE SUBFLOORBTILE REDI NICHE MODEL#1620D-B1R.O. 14-1/2" (w) X 18-1/2" (h)AIT IS CRITICAL THAT CENTER OFNICHE IS CENTER OF SHOWERNICHE THAT IS ABOVE CONTROLVALVE IS 4'-9" OFF SUBFLOORTOE LEDGES ARE MODEL BT-17BY BETTER BENCH SYSTEMSDSEE FLOOR PLAN FOR LOCATIONOF THE SHOWER NICHES.MIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADCMFD TRUSSES AT 24" O.C.
MFD TRUSSES AT 24" O.C.42x60 FBGL TUBPROVIDE ACCESS3'-9"50'-0"13'-2"5'-10"7'-8 1/2"10'-9 1/2"19'-0"12'-6"18'-6"6'-6"6'-8"6'-3"6'-3"1'-9"9'-0 1/2"2040 SHTEMP GL3050 SH3050 SHGIRDER TRUSSMFD TRUSSES AT 24" O.C. 4'-9" ABOVE SUBFLOOR
SHAMPOONICHEPRE-MFR'DR.O. = 14 1/2"R.O.= 18 1/2"
CENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR
OWNERS BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'34X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE
TO BOTTOM OF NICHE
SEATS & TOE LEDGES
10-3/4"36"VALVE17-3/16" @ 36" SHWR1'-9 1/2"CALL-OUT1WINDOW & DOOR SCHEDULE- UPPER LEVEL2W 3050 SHU-FACTORROUGH OPENINGLOCATIONSHGC#1BEDRM #4GAME ROOM2W 3050 SHOWNERS BR13040 SHOWNERS BATH2040 SH11BEDRM #33050 SH113050 SHBEDRM #2OWNERS BATH0.310.310.310.310.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.310.3124" X 48"0.3136 1/4" X 60 1/4"3050 SH36 1/4" X 60 1/4"4 1/2"PLAN OPTIONS..TILED SHWR SURROUND @ OWNER'S BATHPERMIT / CONST.PLANS8657 188th STREET W.W/ CT SURROUNDSEE SHWRDETAIL 'A'34x60 FBGL BASEW/ 36" GLASS PANEL48" HIGH 2x4 WALLW.S.TOELEDGE(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).444444454.544444
ELECTRICAL PLAN1/4"=1'-0"FUTURE BEDRMFUTUREW.I.C.FUTUREFAMILY RMUNFINISHEDSTORAGE / MECH.R/I3/4BUNEXCAVATEDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESDSThese plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C5.0XDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1-GL-LOPC#605: 10-24-2018-LLPC#632: 3-4-2019-LLPERMIT/CONST: 3-27-2019-LJSGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEUNFINISHED BASEMENTWPA/CACHVWHSUMPFILLSMART HOMESYSTEM RECEPTACLELOW VOLTAGESYSTEM RECEPTACLEPLAN OPTIONS..LOOKOUT ELEVATION8657 188th STREET W.
SWPDININGDINETTEFAMILYROOMSSSSSS SSSSSSSS
SSGARAGEGFIOWNERSENTRYFOYERPANTRYKIT.TSD/CMDSSSELECTRICAL PLAN1/4"=1'-0"These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C6.0XS1ST FLOORSPRINKLERSYSTEMRECEPTACLEUSBPHDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1-GL-LOPC#605: 10-24-2018-LLPC#632: 3-4-2019-LLPERMIT/CONST: 3-27-2019-LJSBEDRM #5SSSGFI BATH #4SDLFANLLLWPCONC. STOOPELECTRICAL PLAN1/4"=1'-0"BEDRM #2BEDRM #3BEDRM #4OPEN TOBELOWW.I.C.BATH #3SS
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W CLLLLLSPEND.PEND.PEND.7'-10 7/8"10'-0 5/16"12'-1 3/4"8'-1 1/2"10'-2 15/16"12'-4 3/8"LWASHDRYL1st FLOOR PLAN OPTIONSSTAIR RAILGAS FIREPLACE #2TILED BACKSPLASHPENDANTS PACKAGESIGNATURE KITCHEN8657 188th STREET W.FAMILY ROOM LED FLUSH MNT LIGHT PKGWOOD FLOOR @ DINING ROOM.2nd FLOOR PLAN OPTIONS..TILED SHWR SURROUND @ OWNER'S BATHTECHTUBECD
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These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C7.0XDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1-GL-LOPC#605: 10-24-2018-LLPC#632: 3-4-2019-LLPERMIT/CONST: 3-27-2019-LJS1/4"=1'-0"CROSS SECTION C-CCONC. STOOP9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSSLOPE TO DOORSW.I.C.GARAGE24'-0"1/4"=1'-0"CROSS SECTION A-A1'-4"8128 1/2"MFD TRUSS26'-0"OWNERSENTRY4" CONC. FLOOR1'-4"8128 1/2"BEDRMOWNERSBEDRM #59'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTS8124'-0"DININGPANTRYKITCHENDINETTEW.I.C.W.I.C.BEDRM #3BEDRM #2LAU.44'-0"1'-1 13/16"HEEL11'-0"6 13/16"HEEL 1'-4"8'-0"2'-2"5'-10"CONC. STOOPGARAGEBEDRM#41/4"=1'-0"LONGITUDINAL SECTION F-F9'-8"1'-0"DROP PLATES 1'-0"AT 2-CAR PORTION OF GARAGE1'-0"1/4"=1'-0"LONGITUDINAL SECTION D-D9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POURED3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSKITCHENOWNERSBATHLAU.OWNERSENTRYW.I.C.BATH #2W.I.C.6'-8"
MIN HEADROOM
HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM4) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA6'-8"
MIN HEADROOM
GIRDER TRUSSOMIT CURBAT 5'-9" OPENINGIN FRAMED WALLFLAT FRAME FORLIGHTING FIXTURE1'-0"
8'-8 1/2"
9'-8 1/2"
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These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2012C8.0XATTIC VENTILATIONHOUSE: 1882 SQ. FT.451.68 NET FREE VENT NEEDED AT RIDGE36' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 648 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806451.68 NET FREE VENT NEEDED AT SOFFITGARAGE: 448 SQ. FT.107.52 NET FREE VENT NEEDED AT RIDGE14' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 252 PROVIDEDFULLY VENTED SOFFITS107.52 NET FREE VENT NEEDED AT SOFFITEXTEND POLY VAPORGARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANT1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.TYPICAL WALL SECTION1/2"=1'-0"9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESAIR
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APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS50% TO 80% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN.
HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACEW/ VAPOR BARR.5/8" GYP. BD.9'-1 1/8"
10'-3 7/8"CONC WALL9'-8 3/4"
8'-2"8'-1 1/8"3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESSLOPE TO DOORSBATH #3GARAGE22'-0"24'-0"5'-0"1'-4"8128 1/2"MFD TRUSS812GIRDER TRUSS4'-0"42'-0"BEDRM #44" CONC. FLOORROOMGAMEROOMFAMILY19'-0"9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSGARAGE4" CONC. FLOOR30'-6"BEDRM #31'-4"12121'-1 13/16"12'-0"18'-6"19'-6"FOYERDININGBEDRM #431'-6"FLUSH BEAM(3) 24" LVL BEAM1'-0"DROP PLATES 1'-0"AT 2-CAR PORTION OF GARAGE3/4" SUBFLOORMFD I-JOISTSMIN. R-30SPRAY FOAM INSUL.INSUL. BACKER3/4" RIGID INSUL.MIN. R-30 BATT. INSUL.3/4" RIGID INSUL.MIN. R-30 BATT. INSUL.(3) 24" LVL BEAM1'-0"1/2" OSB2x614" MFD I-JOISTS2'-2"1'-2"1/4"=1'-0"LONGITUDINAL SECTION E-E1/4"=1'-0"CROSS SECTION B-BLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12"
4"4" DIA. HOLE14"
TO TOP OF
STONE VENEER1/2"=1'-0"FLOOR DETAILDENSE PACK FIBERGLASS3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPNETR-30 SPRAY FOAM INSUL.4.34" AROUND DUCTWORK(R-6.9 PER INCH)BLOWN-IN INSULATION1" CLOSED-CELLSPRAY FOAM5/8" GYP. BD.DRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1-GL-LOPC#605: 10-24-2018-LLPC#632: 3-4-2019-LLPERMIT/CONST: 3-27-2019-LJS
SSCOPE OF WORK:INDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Standard Bearing Wall DetailS4 - Standard Non-Bearing Wall Joist Blocking DetailS5 - Bottom Chord Bearing Truss Non-Bearing Wall DetailS6 - Top Chord Bearing Truss Non-Bearing Wall DetailMATERIALS:Concrete: Minimum 28 day compressive strength (F'c) of 3000 psi for wallsMinimum 28 day compressive strength (F'c) of 5000 psi for footingsMasonry:Minimum 28 day prism strength (F'm) of 1500 psiBackfill Soil:Sand - 30 psf/ft effective lateral pressureSandy Clay - 45 psf/ft effective lateral pressureClay - 60 psf/ft effective lateral pressureSITE ADDRESS:Street:City:State: MN Zip:Craig Oswell, PE (MN #42341)Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription: Scope of Work, Index, and CertificationProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34The drawings are to only be used by the Builder's Association of Minnesota (BAM) and its members. Refer to BAM's website for the most current version of these drawings. These drawings are to be provided to the building inspection department as part of the permit package.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.Page S1 of S6Fax: 612-886-2966www.oswellec.com2019 BAM Top of Foundation Wall Support Guide1/1/20191901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psiThese drawings are an illustrative representation of an alternative option to the top of wall support information contained in the 2012 International Residential Code (IRC) section 404.1, as adopted by the 2015 Minnesota State Building Code. These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete form, and masonry basement foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid through December 31, 2019.GGENERAL NOTES:1.2.3.4.Use of multiple sill plates is not allowed unless specifically noted.5.6.7.8.9.10.11.* = see note 11 above for alternate anchor optionsOOswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription: General NotesProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2" diameter expansion anchors with 6" minimum embedment, or an equivalent manufactured anchor.1/1/2019Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The exact size of the sill plate is the responsibilty of the contractor.Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring by others is required until the final floor and slab systems are in place.Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only. This packet does not apply to lookout and frost style walls. The details in this packet are not limited by wall length or plan dimensions. This packet applies to traditional floor joists, I-joists, and trusses. All floor members are to bear at least 3.5" on the sill plate unless noted otherwise. Sill plates may over overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's recommendations.FFax: 612-886-2966wwww.oswellec.comPage S2 of S6PPhone: 612-720-463911901 E Hennepin Ave, #201MMinneapolis, MN 5541372"72"72"24"48"40"72"36"48"16"72"72"72"72"72"72"72"TTOP OF WALL ANCHOR SPACING TABLEBBACKFILL HEIGHT ABOVE SLABANCHOR BOLTALTERNATE ANCHOR*ANCHOR BOLTALTERNATE ANCHOR*ANCHOR BOLTSSANDSSANDY CLAY8'-6"16"32"32"9'-6"64"24"40"16"24"8"72"72"72"64"72"72"32"64"24"72"40"56"24"110'-0"CLAYALTERNATE ANCHOR*SOIL TYPE72"7'-6"5'-6" or less8'-6"6'-6" or less7'-6"6'-6"48"16"7'-6" or less72"72"Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant swale.Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1, exception 1.72"CLEAR HEIGHT (Top of Slab to Top of Wall)8'-0" or less9'-0"64"16"72"32"8"72"32"56"Alternative to MN Code Table R404.1(1)48" 6" MinTTYPICAL TOP OF FOUNDATION WALL DETAILNNotes:1.2. USP LJQ must be sized appropriately for the actual floor member width.3.Floor members must be at least 3" wide when two Simpson A35/USP MPA1's are used.4. Connection C may be installed at every other floor member if the number of anchors is doubled.5. As an alternative, connection C may be installed at every fourth floor member.6. As an alternative, connection C may be installed at every third floor member.7. As an alternative, connection C may be installed at every other floor member.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support Guide##Description: Typical Bearing Wall DetailProject # 18.099Client Name: Builder's Association of Minnesota (BAM)34Page S3 of S61901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com8'-0" or lessCC19.2"24"A (note 5) A (note 7)A (note 6)A (note 7)BC16"1/1/20199'-0"10'-0"16" A (note 7)CCA (note 7)BBBDCCCLEAR HEIGHT (Top of Slab to Top of Wall)CCDDD24"DCWood floor joist, I-joist, or trusses & wall framing by othersFLOOR MEMBER TO SILL PLATE CONNECTION TABLEAlternate to MN Code Table R404.1(1)CLASS (weakest to strongest)DESCRIPTION2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")CLAYBACKFILL TYPEFLOOR MEMBER SPACINGSANDSANDY CLAYSee table below for connection of each floor member to sill plateFoundation wall per Code by others (clear height is measured from top of basement slab to top of foundation wall)CONNECTION TYPEDSimpson FWANZ, Simpson U2.1/4, Simpson U2.37/4, USP LJQ, or (2) USP MPA1/Simpson A35 (see notes 1 to 3)Simpson FWANZ requires 1.125" minimum OSB rim and must be located within 5" the floor member. For trusses, it must be in contact with the member or 2x4 minimum continuous bottom bracing must be provided.ABC(3)0.131" diameter x 3" long toe/top nails(3)0.148" diameter x 3" long toe/top nailsUSP LJC or USP MPA1/Simpson A35 (see note 4)DD19.2"24"16"19.2"JJOIST BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.3.Toe nail blocking members in place as required for stabilty.4.5.6.All nails are to be spaced in members such that splitting does not occur.7.Foundation wall is to be per Code by others.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Standard Non-Bearing Wall Joist Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341/1/2019Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required.Full height blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes.Page S4 of S61901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comBlocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression.Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, joists, & structural rim by othersFloor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.Use Class D connection from S3 for blocking to sillSee note 4 for spacers as required at mechanical onlyInstall full height 2x or I-joist blocking as required to achieve the nailing noted (minimum of two spaces), spaces used do not need to be next to each other if spaces between are blocked per note 42x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5"), NOTE: Sill plate may have to be increased to 2x8 to fit Class D connectorsBBOTTOM CHORD BEARING TRUSS BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.3.Toe nail blocking members in place as required for stabilty.4.5.6.All nails are to be spaced in members such that splitting does not occur.7.Foundation wall is to be per Code by others.8.Do not cut rim truss bottom chord for any reason.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-46391/1/2019Fax: 612-886-2966www.oswellec.comPage S5 of S6Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed between them as shown. Toe nail spacers in place as required.OSB/plywood blocking may contain 4" diameter maximum holes if required for electrical/plumbing. Provide at least 3" edge clearance for all holes.Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, trusses, & structural rim by others2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5"), NOTE: Sill plate may have to be increased to 2x8 to fit Class D connectorsFloor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.See note 4 for spacers as required at mechanical onlyInstall 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of two spaces), spaces used do not need to be next to each other if spaces between are blocked per note 4Install 3/4" minimum thick OSB/plywood to one side of 2x4 blocking w/ (6)0.131" diameter x 3" long nails top & bottom OR 1/2" minimum thick OSB/plywood to each side w/ (4)0.131" diameter x 3" long nails top & bottomUse Class D connection from S3 for blocking to sillNail rim truss bottom chord to sill plate w/ 0.148" diameter x 3" long nails @ 6" o.c.Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral compression.TTOP CHORD BEARING TRUSS BLOCKING DETAILBlocking spacing to match anchor bolt spacing (see S2)NOTES:1.2.Toe nail blocking members in place as required for stabilty.3.All nails are to be spaced in members such that splitting does not occur.4.Foundation wall is to be per Code by others.Oswell Engineering and Consulting, L.L.C.Project Name: 2019 BAM Top of Foundation Support GuideDescription:Non-Bearing Wall Top Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099Client Name: Builder's Association of Minnesota (BAM)341/1/2019Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spacedWall framing, trusses, & structural rim by othersPage S6 of S6Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of second space)2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate supports or an approved equivalent.1901 E Hennepin Ave, #201Minneapolis, MN 55413Additional sill plates as required by others to match truss top chord depthInstall treated double 2x blocking ripped to fit height of sill plates in first bayPhone: 612-720-4639Fax: 612-886-2966www.oswellec.com
SSCOPE OF WORK:INDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Step Footing DetailS4 - Frost Wall DetailS5 - Lookout Wall DetailS6 - Full Height Wall DetailMATERIALS:Reinforcing Steel:: Grade 40 (40 ksi) for #4 and smaller bars Grade 60 (60 ksi) for #5 bars and largerRebar Substitution Notes:1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel.2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing.Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirementsMinimum 28 day compressive strength of 3000 psi for wallsMinimum 28 day compressive strength of 5000 psi for footingsBackfill Soil:Sand - 30 psf/ft effective lateral pressureSandy Clay (SC) - 45 psf/ft effective lateral pressureClay - 60 psf/ft effective lateral pressureSITE ADDRESS:Street:City:State: MN Zip:Craig Oswell, PE (MN #42341)Oswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: Scope of Work, Index, and CertificationProject # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372342019 Standardized Concrete Foundation Drawings1/1/2019The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package.These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2019.1901 E Hennepin Ave, #201Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor resistance equivalent to 5000 psiI 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.Page S1 of S6Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comGGENERAL NOTES:1. Wall thicknesses noted are nominal unless specifically stated otherwise. 2. Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall.3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60.4. Bend horizontal bars or provide matching hooks around all wall corners and intersections.5. Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided.6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained.7.8.9. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1.10.Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings.12. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale.13.14.CCOLD WEATHER GUIDELINES:1.2.Concrete is to be delivered to the site in a timely manner. 3.Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised.4. Do not add additional water. Using water-reducing admixtures is recommended when required.5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground, snow, or ice.6. Preheating of rebar is not required, however it is to be free of frost, snow, and ice.7.OOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: General NotesProject # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement.The following information is general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate.11901 E Hennepin Ave, #201MMinneapolis, MN 55413Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F.The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures below 20 degrees F.Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and intersections. Walls less than 24" in length require only one anchor. Sill plates may overhang the face of the wall provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place and fully anchored.Maximum inside window well dimension is 72". Well walls are to be at least 8" thick placed monolithically with house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and one additional anchor bolt each side of opening. Opening header by others.1/1/2019FFax: 612-886-2966wwww.oswellec.comPage S2 of S6PPhone: 612-720-4639HHIGH FOOTINGLOW FOOTINGFOOTING STEP DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Step Footing Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step6'-0" maximum stepOptional control joint each end of beam section by others24" min(2) bundled #4 horizontal bars top & bottom w/ 3" min clearance extended at least 24" minimum beyond each end of beam section (bar length = step height + 4')High footing should be placed at 1-to-1 (45 degree) line, if high footing is closer to step than this line, place beam section rebar as if it was at this line as shown1/1/2019(beam section)www.oswellec.comPage S3 of S6Phone: 612-720-4639Fax: 612-886-29661901 E Hennepin Ave, #201Minneapolis, MN 55413Maximum applied actual load = 4000 plf uniform or 12,000 pound concentrated6" minimum thick cast-in-place concrete foundation wallWall framing by othersWWALKOUT/ SLAB-ON-GRADE FROST WALL DETAILNote: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wallOOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Frost Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Grade to be at least 6" below top of wallSill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2")6" minimum thick cast-in-place concrete wallPage S4 of S6(1)#4 continuous horizontal bar w/in 18" of top of wall1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedUnreinforced concrete strip footing per Code by others, provide frost protection per Code as required1/1/2019Optional slab ledge, maximum stem height is 12" w/ width to match sill plateWall framing by others66" wall spacing:8"+ wall spacing:LOOKOUT WALL DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription:Lookout Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Grade to be at least 6" below top of wallSill plate by others w/ 1/2" diameter anchor bolts w/ 7" minimum embed & standard washers @ 72" o.c. max or equivalent metal strap anchors (Anchor bolt clearance between edge of both wall and sill plate is to be 2")Page S5 of S6(1)#4 continuous horizontal bar w/in 18" of top of wall1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.comFooting elevation may vary below slab, provide frost protection per Code8" thick x 18" wide minimum unreinforced concrete strip footing (16" wide minimum for maximum unbalanced grade of 2'-6" or less), larger footing width may be required for specific soil bearing conditions to be determined per Code by others6" minimum thick cast-in-place concrete wall#4 x 2'-0" long centered dowels w/ 5" minimum embed wet set or epoxy grouted in place32" o.c. max for sand & 24" o.c. max for SC & clay 48" o.c. max for sand, 42" o.c. max for SC, & 36" o.c. max for clay 1/1/20193'-2" maxWood floor & wall framing by othersGrade to be at least 6" below top of wallBBASEMENT WALL DETAILTTable Notes:(1) = (2) = Allowed alternate anchors are:Oswell Engineering and Consulting, L.L.C.Project Name: 2019 Standardized Concrete Foundation DrawingsDescription: Full Height Wall Detail (NOT TO SCALE)Project # 18.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Page S6 of S6Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing11901 E Hennepin Ave, #201MMinneapolis, MN 55413PPhone: 612-720-4639FFax: 612-886-2966wwww.oswellec.comUnreinforced if concrete is 5000 psi or if clear height is 4" lessUnreinforced if concrete is 4000 psi or if clear height is 4" lessCast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the stem wall formed is at least 6" thick & no more than 16" high Connection of floor members to sill plate to be per Code by others1/1/2019Clear Height88' or LessBBoltsAAlternateNANA36"(1)NANACClay99'WWall Thickness88"110"112"#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedSSandSSCCClaySSandSSCUnreinforced concrete strip footing per Code by others, elevation below slab may vary as requiredMAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations)110'CClear Height and Soil TypeSSandSSCCClayVVertical Rebar SpacingNANANANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NANANANANA72"48"72"24"48"18"36"(1)NANA72"36"60"24"36"12"48"18"SSill Anchor Spacing36"12"24"8"
ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B3 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 12' 0" 2B4 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2B5 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 14' 0" 2B6 1 Beam by others 4' 0" 1Pt1 1 3-1/2" x 5-1/2" VERSA-LAM® 1.8 2750 SP 8' 0" 1Pt2 1 Post by others 8' 0" 1UNEXCAVATEDOPTIONAL EGRESSWINDOW HEADER(3) 1-3/4"X7-1/4"X6'VERSA LAM LVLSTAIRWAYPt2Pt1B1B3B6B2B5B414' 0"36' 0"44' 0" 19' 6"11' 6"19' 0"18' 0" 19' 4"11' 2"26' 0" 2' 0" 24' 0" 2' 0" 4' 0" 4' 0" ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 Beam by others 6' 0" 1B2B1B22' 0" 36' 0"14' 0"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B3 1 Beam by others 4' 0" 1B3B2B12' 0" 36' 0"14' 0"Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5450-C-GLBy: Anthony EstevezDate: 11-1-16Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.12-1-18AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5450-C-GLD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTIONDETAIL N/A
ProductsPlotID Net Qty ProductLength PliesJ1 10 14" BCI® 4500s-1.8 26' 0" 1J2 10 14" BCI® 4500s-1.8 20' 0" 1J3 14 14" BCI® 4500s-1.8 12' 0" 1J4 2 14" BCI® 4500s-1.8 8' 0" 1J5 3 14" BCI® 6000s-1.8 34' 0" 1J6 8 14" BCI® 90s-2.0 44' 0" 1B1 10 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B3 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 20' 0" 2B4 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 20' 0" 1B5 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 10' 0" 2B6 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 8' 0" 1B7 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1B8 3 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP 22' 0" 3B9 1 Beam by others 6' 0" 1B10 12 Beam by others 4' 0" 1Ca1 17 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Bk1 1 14" BCI® 4500s-1.8 11' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 2 USP HD17112H2 19 USP THF17140H3 3 USP THF23140POINT LOADFROM ABOVEBCI6000sBCI 90sSTART FRAMING HEREJOISTS @ 19.2" OCSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSTAIRWAYB8B7B7B6B4B1B1B1B2B10B10B10B10B10B1B10B5B9B10B10B10B10B10B10B1B3Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1H1H1J6J5J4J1J2J3Bk1Bk1H3H2H2H22' 0" 4' 0" 24' 0" 26' 0" 4' 0" 44' 0" 18' 6"36' 0"14' 0"19' 6"11' 6"19' 0"1' 0" ProductsPlotID Net Qty Product Length PliesB1 1 Beam by others 4' 0" 1B14' 0" 44' 0" 4' 0" 19' 0"Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5450-C-GLBy: Anthony EstevezDate: 11-1-16Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5450-C-GLD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMINGWINDOW AT PANTRY OPTDETAIL N/A
ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 1 Girder Truss by others 32' 0" 1B3 2 Girder Truss by others 14' 0" 1B4 5 Beam by others 4' 0" 1OPEN TOBELOWSTAIRWAYGARAGE ROOFSINGLETRIMMERSSINGLETRIMMERSB3B3B4B1B1B4B4B4B4B22' 0" 4' 0" 24' 0" 26' 0" 4' 0" 44' 0" 18' 6"36' 0"14' 0"18' 6"12' 6"19' 0"20' 0" Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5450-C-GLBy: Anthony EstevezDate: 11-1-16Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.PLAN #5450-C-GLD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/A
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MEMORANDUM
To: DR Horton
Re: Attachment of Truss ‘F’
5351‐A2‐GR
4610 Blackwolf Run
Lot 2, Block 1 Dakota Path
Eagan, Minnesota
Project No. 4.065
The purpose of this memorandum is to report the findings of a limited scope structural engineering review of
the attachment of the mono‐truss “F” to resist the required loads at the Single Family Model at the address
above. The Hanson Group has reviewed the home plan drawings and provided manufacturer truss drawings
and the following is noted:
1. Drawings provided by DR Horton show the single family proposed construction of Truss ‘F’ attaching to
the structural framing at the front of the above noted address.
2. The structural design was performed using a 90 mile‐per‐hour (3 second gust) wind load in Exposure
Category B for a Category II structure. The snow load used is 35 pounds‐per‐square foot roof snow
loading.
3. The Truss ‘F’ shall be constructed in accordance with the plans by DR Horton, the truss manufacturer,
and adjacent structural detail. The attached detail shall be utilized to fasten the truss in question to
the structure as noted.
After our review of the above information and associated documentation, it is our professional engineering
opinion that the proposed construction of the Truss F connections will be structurally acceptable.
This document applies to the limited scope partial review of the proposed Truss ‘F’ attachment to the
structure only. All other aspects of the project are outside the scope of this document and no other
conditions, areas, or further engineering within the models were requested or reviewed. The Builder shall
verify that the provided drawings reflect the existing conditions.
All construction is to be in accordance with this document, standard industry practice, and the requirements
of the Code.
Sincerely,
The Hanson Group
Attachment: Detail 1 and Manufacturer Truss Detail “F”
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.
Nick Hanson
Date: 4‐2‐14
Minnesota Registration No. 46665
Wght: 9Dsgnr: AndyChk: Andy TC Live 35.00 psf TC Dead 7.00 psf BC Live 0.00 psf BC Dead 10.00 psfTOTAL 52.00 psfWORK ORDER: 248789DUE DATE: 7/31/2013CUST:D.R. HortonDurFacs L=1.15 P=1.15Defl. Ratio: 240O.C.Spacing 2- 0- 0Design Spec IRC-2006Seqn T6.5.19 - 269660 3/28/2014Job Name: 5351 A Truss ID: F Qty: 6 Drwg: WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor.This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturerand done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsare to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loadsutilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chordis laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwisenoted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in anyenvironment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, installand brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software,'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' -(BCSI) and 'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 218 N. Lee Street Suite 312,Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036.VILLAUME2926 Lone Oak Circle, St. Paul, MN 55121PH; 651-454-3610 FAX; 651-454-4765 4.00Scale: 0/32" = 1'1 2 2-7-82-7-83 4 2-7-82-7-82X31.5X32X3B2W:108R:455U:-118B3W:108R:46U:-1162-7-80-3-131-2-51-2-5BRG X-LOC REACT SIZE REQ'D 1 N/A 2 2- 6-12 455 1.50" 1.50" 3 2- 6-12 46 1.50" 1.50"BRG REQUIREMENTS shown are based ONLYon the truss material at each bearing TC FORCE AXL BND CSI 1-2 538 0.11 0.13 0.25 2-0 -606 0.00 0.04 0.05 0-0 -2 0.00 0.00 0.00 BC FORCE AXL BND CSI 3-0 -476 0.00 0.16 0.16 3-4 -476 0.00 0.11 0.11 4-0 0 0.00 0.00 0.00 WEB FORCE CSI WEB FORCE CSI 2-4 177 0.08TC 2x4 SPF #1/#2-CANBC 2x4 SPF #1/#2-CANWEB 2x4 SPF STUD-CANDesigned per ANSI/TPI 1-2002Kcr (creep factor) = 1.00Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance usedTHIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based ontesting and approval as required by IBC 1703and ANSI/TPI and are reported in availabledocuments as ER-1607 and ESR-1118.Loaded for 10 PSF non-concurrent BCLL.Mark all interior bearing locations.Install interior support(s) before erection.Shim bearings (if needed) for req. support.UPLIFT REACTION(S) :Support C&C Wind Non-Wind 2 -118 lb 3 -35 lb -116 lbHORIZONTAL REACTION(S) : support 2 488 lb support 3 -488 lb+ + + + + + + + + + + + + + + + + + + + + +DESIGNED TO BE RIGIDLY ATTACHED AT THE BEARING POINTS INDICATED FOR THE HORIZONTAL (AND VERTICAL) REACTIONS SHOWN. CONNECTION DETAILS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER AND MUST PREVENT HORIZ. MOVEMENT, OR THIS TRUSS DOES NOT WORK!+ + + + + + + + + + + + + + + + + + + + + +This truss is designed using theASCE7-05 Wind SpecificationBldg Enclosed = Yes, Importance Factor = 1.00Truss Location = Not End ZoneHurricane/Ocean Line = No , Exp Category = BBldg Length = 99.99 ft, Bldg Width = 50.00 ftMean roof height = 20.44 ft, mph = 90ASCE7 II Standard Occupancy, Dead Load = 10.2 psfDesigned as Main Wind Force Resisting System - Low-rise and Components and CladdingTributary Area = 5 sqft 20 psf bottom chord live load NOT requiredon this truss, per IBC/IRC requirements forattics with limited storage.MAX DEFLECTION (span) :L/725 MEM 1-2 (LIVE) LC 1L= -0.02" D= 0.00" T= -0.02"MAX DEFLECTION (cant) :L/999 MEM 3-0 (LIVE) LC 1L= -0.02" D= 0.00" T= -0.02"===== Joint Locations ===== 1 0- 0- 0 3 0- 0- 0 2 2- 7- 8 4 2- 7- 8All connector plates are Truswal 20 ga. unless preceded by “W” for Wave 20 ga., “HS” for HS 20 ga., “S” for SS 18 ga. from Alpine; or precededby “MX” for TWMX 20 ga. or “H” for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted.
Date Certificate Posted
x Passive (No Fan )
Active (With fan and monometer or
other system monitoring device)
Location (or future Location) of Fan:
X
R-10/R15 X
X
R-20 X
R-20 X
R-20 X
R-49 X
R-49 X
R-30 X
R-32 X X
Not applicable, all ducts located in conditioned space
R-8
MECHANICAL SYSTEMS
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
80000 Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%92%
Cfm's " round duct OR
" metal duct
Not required per mech. code
X Passive
Low: Other, describe:
X Low:
Cfm's
Capacity continuous ventilation rate in cfms:6 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
Location of duct or system:
Select Type
0.7
furnace room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace
Combustion Air Select a Type
Balanced Ventilation Capcity in CFMS:
High:
High:
Mechanical Ventilation System
100
40%=124 70%=217
NAT GAS R-410A
Cooling System
Rating or Size
SEER or
EER
50 Output in
Tons:3.5
Efficiency
RESIDENTIAL LOAD CALC
13
Locations of Fans, describe:
HEAT LOSS
65,787
HEAT GAIN
34,231
COOLING LOAD
41,503Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances
Model
R-value0.28
PROG5042NRH67PV BA13NA042
Rheem
Make-up Air Select a Type
Building Envelope air Tightness:Duct system air tightness:
Ceiling, flat
Manufacturer
200
Interior
Bryant
Domestic Water Heater Heating System
NAT GAS
Bryant
912SC48080S17
Average U-Factor (excludes skylights and one door ) U: 0.31
Heating or Cooling Ducts Outside Conditioned Spaces
Bonus room over garage
Describe other insulated areas
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Location of duct or system:
Ceiling, vaulted
Bay Windows or cantilevered areas
Rim Joist (1st Floor+)
Wall
Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.3/27/19
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
DRHorton
MN License Number
BC605657
Mailing Address of the Dwelling or Dwelling Unit
Lakeville8657 188th Street West
Cherry Hill East
Plan ID
5450
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Community
RADON SYSTEM
Interior
THERMAL ENVELOPE
Either/OR, See Plans For Location
Other Please Describe Here
Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply
Non or Not ApplicableFiberglass, BlownFiberglass, Batts Insulation Location
Foam, Closed CellFoam Open Cell
5450 South
HVAC Load Calculations
for
DR Horton
Lakeville, MN
Prepared By:
Michael Hoium
Sabre Plumbing & Heating
15535 Medina Road
Plymouth, MN 55447
763-473-2267
Monday, February 11, 2019
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 5450 South
Plymouth, MN 55447 Page 2
Project Report
General Project Information
Project Title:5450 South
Designed By:Michael Hoium
Project Date:Monday, February 11, 2019
Client Name:DR Horton
Client City:Lakeville, MN
Company Name:Sabre Plumbing & Heating
Company Representative:Michael Hoium
Company Address:15535 Medina Road
Company City:Plymouth, MN 55447
Company Phone:763-473-2267
Company Fax:763-473-8565
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces South
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -12.38 n/a 30%72 29.40
Summer:88 73 50%50%75 35
Check Figures
Total Building Supply CFM:1,061 CFM Per Square ft.:0.211
Square ft. of Room Area:5,018 Square ft. Per Ton:1,932
Volume (ft³):36,054
Building Loads
Total Heating Required Including Ventilation Air:65,787 Btuh 65.787 MBH
Total Sensible Gain:23,898 Btuh 77 %
Total Latent Gain:7,272 Btuh 23 %
Total Cooling Required Including Ventilation Air:31,170 Btuh 2.60 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Monday, February 11, 2019, 11:00 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 5450 South
Plymouth, MN 55447 Page 3
Load Preview Report
Scope
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.60 1,932 5,018 23,898 7,272 31,170 65,787 768 1,061 1,061
System 1 2.60 1,932 5,018 23,898 7,272 31,170 65,787 768 1,061 1,061 12x16
Ventilation 1,193 4,989 6,182 7,985
Supply Duct Latent 127 127
Return Duct 62 56 118 415
Humidification 7,470
Zone 1 5,018 22,642 2,101 24,743 49,917 768 1,061 1,061 12x16
1-Basement 1,618 2,570 0 2,570 14,813 228 120 120 2--4
2-Main Floor 1,618 11,994 2,101 14,095 17,747 273 562 562 6--6
3-Second Floor 1,782 8,079 0 8,079 17,356 267 378 378 4--6
Monday, February 11, 2019, 11:00 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 5450 South
Plymouth, MN 55447 Page 4
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
Low EE: Glazing-LowEE Builder Grade .31 U-value, .29
SHGC, Window and Patio Door, U-value 0.31, SHGC
0.29
466 12,573 0 6,237 6,237
11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 544 544
15A-15sffc-8: Wall-Basement, concrete block wall, R-15
foam board to floor, no framing, no interior finish,
filled core, 8' floor depth, U-value 0.034
270 853 0 15 15
15A-15sffc-4: Wall-Basement, concrete block wall, R-15
foam board to floor, no framing, no interior finish,
filled core, 4' floor depth, U-value 0.039
96 326 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
3344.2 18,912 0 2,892 2,892
15A-10sffc-8: Wall-Basement, concrete block wall, R-10
foam board to floor, no framing, no interior finish,
filled core, 8' floor depth, U-value 0.042
738 2,929 0 65 65
RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20
Closed Cell Spray Foam, U-value 0.05
576 2,504 0 706 706
R49 16B-49: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R-49 Blown Insulation, No
Radiant Barrier, Vented Attic, Asphalt Shingles, U-
value 0.023
1782 3,566 0 1,967 1,967
21A-20: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20' wide,
U-value 0.027
1618 3,801 0 0 0
P-32 R-32: Floor-Over open crawl space or garage,
Custom, R-30 Blanket insulation, 3/4" Foamboard R-
2, any cover, U-value 0.03
253 660 0 61 61
Subtotals for structure:48,096 0 12,487 12,487
People:6 1,200 1,380 2,580
Equipment:901 4,116 5,017
Lighting:1250 4,263 4,263
Ductwork:2,236 183 459 642
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 215, Summer CFM: 215 7,985 4,989 1,193 6,182
Humidification (Winter) 20.37 gal/day :7,470 0 0 0
Total Building Load Totals:65,787 7,272 23,898 31,170
Check Figures
Total Building Supply CFM:1,061 CFM Per Square ft.:0.211
Square ft. of Room Area:5,018 Square ft. Per Ton:1,932
Volume (ft³):36,054
Building Loads
Total Heating Required Including Ventilation Air:65,787 Btuh 65.787 MBH
Total Sensible Gain:23,898 Btuh 77 %
Total Latent Gain:7,272 Btuh 23 %
Total Cooling Required Including Ventilation Air:31,170 Btuh 2.60 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Monday, February 11, 2019, 11:00 AM
04/01/19XKP