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LA168373 18812 Houston Way Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: HEARTLAND COTTAGE1'-4"1'-2 3/4"HEELSTEEL PANEL OVERHEAD DOORXXXXXADDRESS NUMBERFSTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOP1x5 3/4"5-3/4" FROM SUBFLOORTO TOP OF JOIST6:12 PITCH6:12 PITCH8" TRIM8" TRIM4:12 PITCH12121212These 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. 2018C1.0XROOF PLAN1/8"=1'-0"DRAWN: 9-14-2018-AWKERSEY 5480-C1-GRREDLINES: 12-14-2018-LLREVISED: 1-9-2019-LLLOFT WDW: 3-26-2019-LL2X6 CAP2X6 BASE8X8 REALWOOD COLUMN4X4 REALWOODANGLED BRACKET2X6 CAP2X6 BASE8X8 REALWOOD COLUMN4X4 REALWOODANGLED BRACKETDETAIL1/4"=1'-0"PORCH COLUMNHARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM 1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIMAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM5" TRIM5" TRIM1 1/2"3 1/2" TRIM 3 1/2" TRIMF6:126:1212:1212:1212:1212:126:126:124:1212:1212:1212:1212:1212:12EEEE1'-4"1'-0"2'-0"1'-8"DDCCBBAA1'-4"1'-0"1'-4"1'-0"1'-4"1'-4"DDCCBBAA1'-4"1'-0"1'-4"1'-0"1'-4"1'-0" 2'-0"1'-8"1'-4"1'-0"6:1218' RIDGE VENT12' RIDGE VENT 10' RIDGE VENT 3'-0" 3'-0"DDREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENGGRAIN DIVERTER8" TRIM8" TRIMPLANSLOT 18, BLK 3, CHOKECHERRY HILL 4TH18812 HOUSTON WAYPERMIT / CONST.LEFT ELEVATION1/8"=1'-0"MAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEREAR ELEVATION1/8"=1'-0"MAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BELOOKOUTLOOKOUTRIGHT ELEVATION1/8"=1'-0"LOOKOUTMAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1'-4"A12:12 PITCH2'-0"7 7/16" HEEL124 1261'-4"ASPHALT SHINGLESFLASH OVER ALL EXT OPGSA1x1'-0"40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.26:12 PITCH1'-4"A6:12 PITCH12121212126AF1'-4"7 7/16" HEEL126F1'-4"7 7/16" HEEL1'-4"7 7/16" HEEL A12:12 PITCH2'-0"7 7/16" HEEL 1246:12 PITCH121212:12 PITCHSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/06/2019shutchins 36'-0"48'-0"12'-0"11'-4"6'-2"6'-0"50'-0"5'-8"9'-8"42'-0"2'-0"6'-10 1/2"15'-5 1/2"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. 2018C2XDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LL50'-0" 6'-0" 10'-0"38'-0"2'-0" 15'-6"22'-6"10'-2"48'-0"20'-10"17'-0"10'-2"10'-8"SUMPUP16R10'-8"19'-8"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSUNFINISHEDSTORAGE/MECH.FUTUREBEDRMUNEXCAVATED2'-0"2'-6"1'-8 1/2"5'-6"8 1/2"1'-2 1/2"20'-4"2'-4 1/2"10'-2"16'-3"8'-3"16'-3" M.O.8'-3" M.O.TREATED 2x10's16" ON CENTER WHF.D.HVACNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS18'-0" 2'-6"13'-9"6'-8"3'-8"6'-6"TYP. 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"1'-5"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHSILL COCK3'-1"6x6 TREATED POSTS16" CONC. PIER FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE5'-1"8"6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADECONC. PAD FTG.30x48x12POINT LOAD FROM ABOVECONC. PAD FTG.30x30x12POINT LOAD FROM ABOVE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6'-10"15'-8"20'-4"10'-2"10'-8"6'-10"A/C2-816"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHCONC. PAD FTG.54x30x12POINT LOAD FROM ABOVE4'-6 1/2"6'-5"3'-5 1/4"3'-5 1/4"2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.2x6 BEARING WALLDROPPED BEAMHDR6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE(3) 2x8 DROPPED BEAMCANT. JOISTS(2) 2x8 DROPPED BEAMCANT. JOISTSFUTUREFAMILY RMNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM2-8284 SQ. FT.18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS SILL2'-0"COCKSLEEVEDRAIN TILESLEEVEDRAIN TILE7'-0"4"4"4"4"WINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.3225'-8"4'-6"8'-3"8'-9"5'-6"5'-2"5036 SLIDER5036 SLIDER5036 SLIDER2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHR/I3/4B7'-9" 4'-0"3'-3"10'-3"2-82-84-0194 SQ. FT.502 SQ. FT.5-062 SQ. FT.PLANS18812 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT-1/2"=1'-0"FRONT PORCH LEDGER SECTION5 3/47 1/4"7 1/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST5 3/4" FROM1 1/2"AND BELOW TREATED2x8 LEDGERSTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILSTREATED 2x8(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 DETAILS2x12 BLOCKING2x12 BLOCKINGPORCH SKIRT DETAIL1/4"=1'-0"FOUNDATION INSULATIONFRONT FOUNDATION WALL:-26 SQ FT/74.5 LIN FT= 0.35 RATIOR-10REAR FOUNDATION WALL:-28 SQ FT/52 LIN FT= 0.53 RATIORIGHT SIDE FOUND. WALL:-48 SQ FT/15.5 LIN FT= 3.10 RATIOLEFT SIDE FOUND. WALL:-60 SQ FT/42 LIN FT= 1.43 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS1/2"=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 TRUSSBRACINGFOUND.SYSTEM4'-0"MAXBRACINGFOUND.SYSTEMMAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.BRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEM4'-0"THRU PLATESGROUNDING ROD1149 SQ. FT.4442.5(2) 7-1/4" VERSA-LAM2'-6"3'-8"6'-6"5036 SLIDER WALLT 16" O.C. TTOM PLATER/I3"48x54x12 CONC PAD FTG.POINT LOAD FROM ABOVE(5) #5 BARS SPACED EQUALLY3" FROM THE BOTTOMLVL COLUMN5-1/4"X5-1/4"UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 1ST FLOOR PLAN1/4"=1'-0"1227 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. 2018C3XDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LL20 AMP.MICRO HOODCIRCUITRANGEREF.7'-3"4'-0" CABTS. 5'-2" TOP 6'-0"2'-0"3'-2" TOP6'-3" 6'-0"50'-0"5'-8" 50'-0" 9'-8" 6'-0"48'-0"12'-0"36'-0"11'-4"6'-2"WOOD PORCH134 SQ. FT.16x7 OVERHEAD DOOR8x7 OVERHEAD DOOR10'-2"4'-10 1/2"48'-0"20'-10"5'-3 1/2"8'-9"5'-6"5'-2"8'-3"5'-8"4'-6"17'-0"10'-2"10'-8"W/ 14" TRANSOM6068 SGD42'-0"2'-0"12'-4"7'-4"6'-10 1/2"15'-5 1/2"2'-10"12'-7 1/2"3060-2 SH6'-0"6'-0"10'-0"38'-0"2'-0" 9'-0"6'-6"22'-6"3'-0"9'-10"5'-6"4'-10"5'-4"2'-6"20'-4"10'-6"10'-2"3050-3 SH3050 SHROOMGREATCPT.FLEX RMCPT.FOYERHD-FLR1/2BHD-FLROWNERSENTRYHD-FLRKIT.HD-FLRDININGHD-FLRSLOPE TO DOORSGARAGE4" CONC FLOOR686 SQ. FT.TYPICAL 2x6 GARAGE WALLSON ALL WALLS & CEILINGGYPSUM BOARDNOTE: W.I.C.HD-FLRPANTRYHD-FLRDN16RUP16R6'-0"5'-7 3/4"3'-0"4'-4"8'-4"3'-5 1/4"3'-5 1/4"10'-8"6'-10"3-0 OPG.FLUSH BEAMFLUSH BEAM14" MFD I-JOISTSINSTALL PER MFRS SPECS14" MFD I-JOISTSINSTALL PER MFRS SPECS 14" MFD I-JOISTSINSTALL PER MFRS SPECS3040 SHSUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOWDROPPED BEAMFLUSH BEAM8'-2"9'-4"3040 SH5'-4"2'-0"6'-0"6'-4"2x6 WALL2020-2 FX2-84-0FLUSH BEAM 2'-0"18'-0"2'-6"2-82-82-82-82'-9"WOOD STEPS5'-0"3'-6"24" TOWEL BARTPHTYPICAL PORCH COLUMN:12" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAM8x8 MFD COLUMN W/2x6 CAP & BASE AND4x4 ANGLED BRACE4"4"4"4"3-0SLWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR W/ SL0.3153 3/4" X 83.25"FOYER0.2312W 3060 SHFLEX ROOM13W 3060 SHGREAT ROOM13040 SH1/2 BATH16068 SGD W/ TRANS.DINING10.310.3172 1/8" X 72"0.31108" X 72"0.310.3172 1/8" X 94"0.320.3136 1/4" X 48"0.31FLEX ROOM10.310.322W 2020 FX48 1/8" X 24"3060 SHGREAT ROOM10.3136 1/4" X 72"0.313040 SHKITCHEN10.3136 1/4" X 48"0.3122x30ATTICACCESSCPT.HD-FLREQUALEQUALFLOORINGTRANSITION STRIPPED.6'-4"4'-5 3/4"4'-5 3/4"PLANS18812 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSSTANDARD KITCHENCORNER GAS FIREPLACEPENDANT LIGHT PACKAGEGASVENT HOODTO OUTSIDETILED KITCHENBACKSPLASHTILED KITCHEN BACKSPLASHGAS FPRGH OPG42"x40 1/8"RAISE 2"STAIR RAILINGWOOD RAILINGCOAT RACKW/ HOOKS(2) 11 7/8" VERSA-LAM(2) 14" VERSA-LAM(4) 14" VERSA-LAM(2) 11 7/8" VERSA-LAM(3) 18" VERSA-LAM (3) 14" VERSA-LAM(2) 14" VERSA-LAM (3) 11 7/8" VERSA-LAM(2) 9-1/2" VERSA-LAM(1) 14" VERSA-LAM(2) 9-1/2" VERSA-LAM 44643.588333344666(2) 7-1/4" VERSA-LAM DN16R42x6024" TOWEL BARFBGL TUB6" SPLASHPROVIDE ACCESSTEMP GL3040 SH66"21"LINEN2-82-82-82-83050 SH3050 SH3050 SH3050-2 SH3050-2 SH3038-2 SHLAU.HD-FLRLAUNDRYSHELVESWASHDRY10'-0"42'-0"15'-5 1/2"6'-10 1/2"12'-6"2'-7 1/2"7'-2"2'-10"3'-5 1/4"3'-5 1/4"2'-7 3/4"37'-10"2'-10"7'-11 1/4"11'-8"12'-9"14'-6"10'-7"8'-3"4'-6"42'-0" 5'-10"5'-6"10'-10"2'-6" 38'-0"4'-0" 2'-6"10'-10"12'-10"37'-10"12'-0"2'-2"10'-8"6'-0"6'-0"6'-6"6'-6"13'-0"4'-3"6'-5"BEDRM #3CPT.BEDRM #4CPT.BEDRM #2CPT.6'-6"2'-6"9'-0"3'-9"6'-8 3/4" 5'-9 1/4"12'-4" 12'-2" 8'-0"5'-8"1'-9 1/2"3'-5 1/4" 5'-2 3/4"3'-5 1/4"3'-0"4'-2"7'-6"7'-3"3'-4"6'-2"8'-0"3'-7 3/4"2'-6 1/4"10'-8"3'-10"LOFTCPT.OWNERSBEDRMCPT.OWNERSBATHHD-FLRW.I.C.CPT.BATH #2HD-FLR3050 SH3050 SHThese 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. 2018C4XDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LL2ND FLOOR PLAN1/4"=1'-0"1407 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/MFR2-82-84-05-02-85-05-05-02-82x6 WALL4'-2"1'-6"2-860"2x4 DBL WALL 30x60TUB/SHWR3'-8"7'-8" 1'-10"9'-0"3'-7 3/4"1'-0" 5'-0"GIRDER TRUSSGIRDER TRUSSMFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.LEDGETOENICHESHWRSEE SHOWERDETAIL "A"W/ 36" GLASS PANEL2x4 WALL, 48" HIGH3'-9"36x60 FBGLSHWRNOTES: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 HEADC4'-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'36X60 FIBERGLASSCL18"4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE TO BOTTOM OF NICHE SEATS & TOE LEDGES 10-3/4"36"VALVETPH TPH24" TOWEL BAR WINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#STAIRWAY3050 SH13040 SH1OWNERS BATH0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.312W 3050 SHBEDROOM #310.310.3172 1/8" X 60 1/4"2W 3038 SHLOFT10.310.3172 1/8" X 44"2W 3050 SHBEDROOM #210.310.3172 1/8" X 60 1/4"OWNERS BEDRM3050 SH30.3136 1/4" X 60 1/4"0.31BEDROOM #43050 SH10.3136 1/4" X 60 1/4"0.3122x30ATTICACCESS2-8PLANS18812 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSOWNERS BATH TILED SHOWER SURROUND(2) 7-1/4" VERSA-LAM(2) 7-1/4" VERSA-LAM2 Trimmers2 Trimmers2 TrimmersTop plates may need to beremoved, verify with specs/layout.Top plates may need to beremoved, verify with specs/layout.333444444 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. 2018C5XDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LLSUMPUNFINISHEDSTORAGE/MECH.FUTUREBEDRMUNEXCAVATEDWHF.D.HVACA/CFUTUREFAMILY RM15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFISSLOW VOLTAGESYSTEM RECEPTACLE1/4"=1'-0"ELECTRICAL PLANUNFINISHED BASEMENTWPSDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLER/I3/4BSMART HOMESYSTEM RECEPTACLEWATER SOFT.RECEPTACLEPLANS18812 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT- 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. 2018C6XDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LLELECTRICAL PLAN1/4"=1'-0"2ND FLOORCSDLAU.BEDRM #3BEDRM #4BEDRM #2LOFTOWNERSBEDRMOWNERSBATHW.I.C.BATH #2ROUGH-INCEILING FANSSSSS SDSDSDSD/CMDSS LFANFANSSS SSGFIGFISSSLSGFIGFISSFANSSSSLLLL1/4"=1'-0"SPRINKLERSYSTEMRECEPTACLE1ST FLOORELECTRICAL PLANCSCHIMESD/CMDTSSSSSSSSSSSFANGFI GFIRRS SSSSSWOOD PORCHROOMGREATFLEX RMFOYER1/2BOWNERSENTRYKIT.GARAGEW.I.C.PANTRYDININGSWP5'-6"SDWDISP.SSWPPEND.PEND.S 7'-3"7'-5"2'-8"LLLLLLLLLLLLLLDLIGHT FIXTURE SCHEDULELED DOME LIGHTLED FLUSH MOUNT/DISC LIGHTLPEND.PENDANT LIGHTCEILING LIGHTDDDDDLLLLLLLSUSBLSHCP2nd SMARTHOME RECEPTPLANS18812 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSVENT HOODTO OUTSIDETECH TUBECENTEREDABOVE FPCDSTANDARD KITCHENCORNER GAS FIREPLACEPENDANT LIGHT PACKAGESTAIR RAILINGOWNERS BATH TILED SHOWER SURROUND 7XDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LLThese 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. 2018C9'-1 1/8"CONC WALL9'-8 3/4" 8'-2"3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESSLOPE TO DOORSGARAGE22'-6"15'-6"SLOPE TO DOORS1/4"=1'-0"CROSS SECTION D-D1/4"=1'-0"CROSS SECTION C-C1/4"=1'-0"CROSS SECTION A-A1/4"=1'-0"CROSS SECTION B-B8'-1 1/8"3/4" SUBFLOORMFD I-JOISTS9'-1 1/8" 10'-3 7/8"9'-8 3/4" 8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOORMFD FLOOR TRUSSESMFD I-JOISTS2x8 JOISTS5/4" DECKINGCOVEREDWOOD PORCH9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 3/4" 8'-2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESMFD I-JOISTSGREATROOMLAU.FOYER4" CONC. FLOOR4" CONC. FLOOR(2) 2x8DROPPED BEAM10'-0"SUBFLOORTO TOP OF JOIST5-3/4" FROMPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 10" THICKPOURED CONC. WALLCONC. SIDEWALKMFD TRUSS1'-4"6127 7/16"37'-0"MFD TRUSS1'-4"6127 7/16" 9'-1 1/8"CONC WALL9'-8 3/4" 8'-2"3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD FLOOR TRUSSESOWNERSBATHLOFTDININGGARAGEMFD TRUSS1242'-0"7 7/16"2x8 JOISTS5/4" DECKING(2) 2x8DROPPED BEAM6x6 TREATED POSTS16" CONC. PIER FTGMIN. 3'-6" BELOW GRADE5'-8"4"CANT.JOISTS9'-1"8"4"9'-8"GREATROOMUNFINISHEDSTORAGEFUTUREBEDRM10'-8"DROPPED BEAMDROPPED BEAMBEDRM #2OWNERSENTRYW.I.C.1'-4"7 7/16"MFD TRUSS1'-4"6127 7/16"1'-4"6127 7/16"1'-4"6127 7/16"FLUSH BEAMFLUSH BEAMW.I.C.1'-0"21'-6"15'-6"2'-0"22'-6"17'-6"FLUSH BEAMMFD TRUSS1'-4"6127 7/16"1'-4"6127 7/16"9'-8"38'-0"1'-0"37'-0"OWNERSBATHLOFTW.I.C.37'-0"1/2BFLEX RM1'-4"6127 7/16"OWNERSBEDRMGIRDER TRUSS12" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-0"COVEREDWOOD PORCH6'-0"MFD TRUSS1242'-0"7 7/16"4"5'-8"5'-8"5'-8" GARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" 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 SECTION (6-16-2015)1/2"=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 TRUSSESA I R C HU T E S 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 R806WATERPROOFING W/WATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ FOAM SILL SEALMIN. 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)GYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANTAPPLIED 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 ROOM1/2" GYP BD. ON LOOKOUTAND WALKOUT WALLS(AT HIGHPOINT ONLY)OF FOUNDATION WALL (AT RIGHT16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE& LEFT SIDE WALLS OF LOOKOUTEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOP& WALKOUT BASEMENTS ONLY)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)R-10 DRAINAGE BOARDXDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LLThese 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. 2018C81/2"=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.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. FLOOR1/4"=1'-0"LONGITUDINAL SECTION E-E30'-6"20'-4"10'-2"37'-10"W.I.C.BATH #26'-8"MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA6'-8"MIN HEADROOM FLUSH BEAMMFD TRUSS12121'-4"1'-3 7/16"MFD TRUSS12121'-4"1'-3 7/16" 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 1 Beam by others 4' 0" 1OPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLSTAIRWAYFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSUNEXCAVATEDPORCH FRAMINGBY OTHERSSINGLETRIMMERSB2B1B346' 0" 2' 0" 24' 4"15' 8"12' 0" 5' 6" 11' 6"20' 0"49' 0"4' 0" 12' 0"ProductsPlotID Net Qty Product Length PliesB1 3 Beam by others 6' 0" 1FLOOR TRUSSESBY OTHERSB1B1B149' 0"15' 8"11' 6" 12' 0" 13' 6" 12' 0"ProductsPlotID Net Qty Product Length PliesB1 2 Beam by others 8' 0" 1B2 1 Beam by others 4' 0" 1FLOOR TRUSSESBY OTHERSSINGLETRIMMERSB2B1B115' 8"49' 0"11' 6" 12' 0" 13' 6" 12' 0"Sheet: 1 of 7DWG: Basement BeamsFile: Plan # Arvada-5495By: Anthony EstevezDate: 3-2-19Scale: 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 # ARVADA-5495-GRD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASEMENT BEAMSALL ELEVATIONSWALKOUT OPTIONALL ELEVATIONSLOOKOUT OPTIONALL ELEVATIONS START FRAMING HEREJOISTS @ 19.2" OC START FRAMING HERE JOISTS @ 19.2" OCConnector SummaryPlotID Qty Manuf ProductH1 1 USP HDQ412IFH2 1 USP THDH412H3 13 USP THF17140H4 16 USP THF23140ProductsPlotID Net Qty ProductLength PliesJ1 23 14" BCI® 4500s-1.8 16' 0" 1J2 3 14" BCI® 4500s-1.8 12' 0" 1J3 9 14" BCI® 6000s-1.8 38' 0" 1J4 4 14" BCI® 6000s-1.8 28' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 18' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B3 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 6' 0" 2B4 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 2B5 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0" 2B6 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0" 3B7 4 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 28' 0" 4B8 3 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 22' 0" 3B9 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 16' 0" 2B10 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 8' 0" 1B11 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2' 0" 2B12 3 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP 20' 0" 3B13 2 Beam by others 8' 0" 1B14 1 Beam by others 6' 0" 1B15 4 Beam by others 4' 0" 1Ca1 10 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Bk1 1 14" BCI® 4500s-1.8 25' 0" 1Pt1 3 Post by others 8' 0" 1STAIRWAYPORCH ROOFBY OTHERSROOF TRUSSESBY OTHERSSINGLETRIMMERSSINGLETRIMMERSPt1Pt1Pt1B12B2B10B5B14B1B13B3B15B8B15B4B15B6B13B15B7B11B9Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1H2H1H3H4H4J1J2J3J4Bk115' 6"42' 0" 20' 4"10' 2"5' 6"22' 6"12' 0"4' 0" 48' 0"10' 2"20' 10"17' 0"2' 0" 2' 0" START FRAMING HERE JOISTS @ 19.2" OCProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 18' 0" 2B2 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 10' 0" 2B3 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2Pt1 3 Post by others 8' 0" 1PORCH ROOFBY OTHERSSINGLETRIMMERSPt1Pt1Pt1B1B2B34' 0" 12' 0" 5' 6"10' 2"20' 4" START FRAMING HERE JOISTS @ 19.2" OCProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 18' 0" 2Pt1 3 Post by others 8' 0" 1SINGLETRIMMERSPORCH ROOFBY OTHERSPt1Pt1Pt1B14' 0" 5' 6"10' 2"20' 4"12' 0"Sheet: 2 of 5DWG: Upper Floor FramingFile: Plan # Kersey 5480By: Anthony EstevezDate: 3-2-19Scale: 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 # KERSEY-5480-GRD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480UPPER FLOOR FRAMINGELEVATION "A"B & C ARE SIMILARELEVATION "B"PORCH BEAMSELEVATION "C"PORCH BEAMS 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 Girder Truss by others 38' 0" 1B4 1 Girder Truss by others 14' 0" 1B5 1 Girder Truss by others 12' 0" 1B6 2 Beam by others 8' 0" 1B7 5 Beam by others 4' 0" 1SINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSTAIRWAYROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSB1B4B5B6B6B7B7B7B7B2B7B3B338' 0" 12' 10" 13' 0"12' 0"42' 0" Sheet: 4 of 5DWG: Upper Floor HeadersFile: Plan # Kersey 5480By: Anthony EstevezDate: 3-2-19Scale: 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 # KERSEY-5480-GRD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360UPPER FLOOR HEADERSELEVATION "C" DescriptionDecember 27, 2018Project Number:Date:8.785S11Sheets: of2Print Name:Signed: License Number:Date: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.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044Kersey-C-GR ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQOPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionRyan Mack12-27-1846673COPYRIGHT HANSON GROUP, LLC 2018©2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.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.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.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 WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 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 4, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 3. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.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 - SFB AND CS-SFB.A.2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS 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 NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.C.A MINIMUM 24-INCH WOOD STRUCTURAL PANEL CORNER RETURN SHALL BE PROVIDED AT BOTH ENDS OF ACONTINUOUSLY-SHEATHED BRACED WALL LINE IN ACCORDANCE WITH FIGURE R602.10.7. IN LIEU OF THECORNER RETURN, A TIE-DOWN DEVICE WITH A MINIMUM UPLIFT DESIGN VALUE OF 800 POUNDS (SIMPSONLSTA36, MSTC28, OR EQUIVALENT) SHALL BE FASTENED TO THE CORNER STUD AND TO THE FOUNDATION(SIMPSON LTT19, LTT20B, HTT4, OR EQUIVALENT) OR FRAMING BELOW IN ACCORDANCE WITH FIGURE R602.10.7.4.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)5.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 NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.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 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).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 BETTERw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENT(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(3-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(3.5-FT)(3-FT)(3-FT)(3-FT)(3-FT)(6-FT)(8-FT)(4-FT)(4-FT)(8-FT) (6-FT)(6-FT)(6-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(2.5-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT)(3.5-FT)(3.5-FT)(4-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)(2.5-FT)BRACEDWALL LINE(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS w/ SUNROOMTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONS w/ SUNROOMTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY w/ OPTIONAL SUNROOMMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANCONSTRUCTSHEARWALL ASSHOWN IN 1/S2CONSTRUCTSHEARWALL ASSHOWN IN 2/S2CONSTRUCTSHEARWALL ASSHOWN IN 2/S2OSBOSBOSB COPYRIGHT HANSON GROUP, LLC 2018©DescriptionDateRevisionDecember 27, 2018Project Number:Date:8.785S22Sheets: of2Print Name:Signed: License Number:Ryan Mack12-27-1846673Date: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.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044Kersey ModelElevations A, B, & CMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQOPROVIDE 14" x 4" CONCRETE SCREWS @ 16" O.C.THRU SILL PLATE INTO FOUNDATION AT THISWALL PORTION IN ADDITION TO ANCHOR BOLTS(NOT SHOWN)SIMPSON STHD14RJ EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 FOR ALTERNATIVE OPTIONS TOBE USED w/ SILL PLATE OVERHANG)PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.FASTEN BOTTOM PLATEw/ (3) 16d NAILS EVERY 16"PERFORATED SHEARWALL RAISEDABOVE FLOOR SYSTEM1S2FRAMING DETAILSIZE & NUMBER OF WALLOPENINGS MAY VARYSEE PLAN & ELEVATIONFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELSBLOCK THROUGH FLOOR SYSTEM ATSTRAP LOCATIONS AS REQ'DNOTEINFO APPLIES EQUALLY TO BOTH SIDES OF OPENING.3S2FRAMING DETAILPROVIDE 14" x 4" CONCRETE SCREWS @ 16" O.C.THRU SILL PLATE INTO FOUNDATION AT THISWALL PORTION IN ADDITION TO ANCHOR BOLTS(NOT SHOWN)SIMPSON STHD14RJ EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 FOR ALTERNATIVE OPTIONS TOBE USED w/ SILL PLATE OVERHANG)PROVIDE DOUBLE STUDS ATEACH END OF SHEARWALL(MAY USE BEARING/KINGSTUDS AS REQ'D)HEADER & BEARING/KINGSTUDS AT SIDES OFOPENINGS BY SUPPLIERHATCHED AREA INDICATES 716" ORTHICKER PLYWOOD/OSB EXTERIORSHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES& @ 12" O.C. AT INTERIOR SUPPORTSTYPICAL 2x6 STUDS @ 16" O.C.PERFORATED SHEARWALL2S2FRAMING DETAILSIZE & NUMBER OF WALLOPENINGS MAY VARYSEE PLAN & ELEVATIONFASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSNOTEINFO APPLIES EQUALLY TO BOTH SIDES OF OPENING.REPLACE HOLDOWN w/SIMPSON MSTC52STRAP LAPPED ACROSSFLOOR SYSTEM w/LOOKOUT/WALKOUTFOUNDATION BELOWSEE 1/S2 FOR REQUIREMENTS ABOVEOMIT CONCRETE SCREWS & SEE 2/S2FOR ALTERNATE CONNECTIONS w/LOOKOUT/WALKOUT FOUNDATION BELOWALTERNATE HOLDOWNCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONSALTERNATE RAISED HOLDOWN12"Ø SIMPSON TITEN HD RODCOUPLER w/ 8" EMBED INTOCONCRETE (MAY OMIT &EPOXY THREADED ROD 8"DIRECTLY INTO CONCRETE)12"Ø THREADEDROD w/ NUT &WASHER ATHOLDOWN ENDSIMPSON HTT5HOLDOWN ANCHORFASTENED TODOUBLE STUDSFLOORSYSTEM CONCRETEFOUNDATIONBELOW 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 1 Beam by others 4' 0" 1STAIRWAYFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSUNEXCAVATEDPORCH FRAMINGBY OTHERSSINGLETRIMMERSOPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLB1B3B242' 0" 22' 6"15' 6"12' 0" 5' 6" 20' 4"10' 2"48' 0"4' 0" 10' 2"20' 10"17' 0"ProductsPlotID Net Qty Product Length PliesB1 3 Beam by others 6' 0" 1FLOOR TRUSSESBY OTHERSB1B1B115' 6"20' 10"17' 0"10' 2"48' 0"ProductsPlotID Net Qty Product Length PliesB1 2 Beam by others 8' 0" 1B2 1 Beam by others 4' 0" 1FLOOR TRUSSESBY OTHERSB2B1B148' 0"17' 0"15' 6"20' 10"10' 2"Sheet: 1 of 5DWG: Basement BeamsFile: Plan # Kersey 5480By: Anthony EstevezDate: 3-2-19Scale: 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 # KERSEY-5480-GRD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASEMENT BEAMSALL ELEVATIONSWALKOUT OPTIONALL ELEVATIONSLOOKOUT OPTIONALL ELEVATIONS 36'-0"48'-0"12'-0"11'-4"6'-2"6'-0"50'-0"5'-8"9'-8"42'-0"2'-0"6'-10 1/2"15'-5 1/2"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. 2018C2XDRAWN: 9-14-2018-AWKERSEY 5480-C1-GRPERMIT/CONSTRUCT: 4-16-19-LL50'-0" 6'-0" 10'-0"38'-0"2'-0" 15'-6"22'-6"10'-2"48'-0"20'-10"17'-0"10'-2"10'-8"SUMPUP16R10'-8"19'-8"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECSUNFINISHEDSTORAGE/MECH.FUTUREBEDRMUNEXCAVATED2'-0"2'-6"1'-8 1/2"5'-6"8 1/2"1'-2 1/2"20'-4"2'-4 1/2"10'-2"16'-3"8'-3"16'-3" M.O.8'-3" M.O.TREATED 2x10's16" ON CENTER WHF.D.HVACNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS18'-0" 2'-6"13'-9"6'-8"3'-8"6'-6"TYP. 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"1'-5"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHSILL COCK3'-1"6x6 TREATED POSTS16" CONC. PIER FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE5'-1"8"6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADECONC. PAD FTG.30x48x12POINT LOAD FROM ABOVECONC. PAD FTG.30x30x12POINT LOAD FROM ABOVE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6'-10"15'-8"20'-4"10'-2"10'-8"6'-10"A/C2-816"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHCONC. PAD FTG.54x30x12POINT LOAD FROM ABOVE4'-6 1/2"6'-5"3'-5 1/4"3'-5 1/4"2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.2x6 BEARING WALLDROPPED BEAMHDR6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE(3) 2x8 DROPPED BEAMCANT. JOISTS(2) 2x8 DROPPED BEAMCANT. JOISTSFUTUREFAMILY RMNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM2-8284 SQ. FT.18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS SILL2'-0"COCKSLEEVEDRAIN TILESLEEVEDRAIN TILE7'-0"4"4"4"4"WINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.3225'-8"4'-6"8'-3"8'-9"5'-6"5'-2"5036 SLIDER5036 SLIDER5036 SLIDER2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGHR/I3/4B7'-9" 4'-0"3'-3"10'-3"2-82-84-0194 SQ. FT.502 SQ. FT.5-062 SQ. FT.PLANS18812 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT-1/2"=1'-0"FRONT PORCH LEDGER SECTION5 3/47 1/4"7 1/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST5 3/4" FROM1 1/2"AND BELOW TREATED2x8 LEDGERSTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILSTREATED 2x8(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 DETAILS2x12 BLOCKING2x12 BLOCKINGPORCH SKIRT DETAIL1/4"=1'-0"FOUNDATION INSULATIONFRONT FOUNDATION WALL:-26 SQ FT/74.5 LIN FT= 0.35 RATIOR-10REAR FOUNDATION WALL:-28 SQ FT/52 LIN FT= 0.53 RATIORIGHT SIDE FOUND. WALL:-48 SQ FT/15.5 LIN FT= 3.10 RATIOLEFT SIDE FOUND. WALL:-60 SQ FT/42 LIN FT= 1.43 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS1/2"=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 TRUSSBRACINGFOUND.SYSTEM4'-0"MAXBRACINGFOUND.SYSTEMMAX 4'-0"BRACINGFOUNDATIONSYSTEMMAX.BRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEM4'-0"THRU PLATESGROUNDING ROD1149 SQ. FT.48x54x12 CONC PAD FTG.POINT LOAD FROM ABOVE(5) #5 BARS SPACED EQUALLY3" FROM THE BOTTOMLVL COLUMN5-1/4"X5-1/4"REVISED: 5/6/19AT REAR OF HOUSENOTE PAD FOOTING DRH 5480 HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Tuesday, April 02, 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 DRH 5480 Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 5480 Designed By:Michael Hoium Project Date:Tuesday, April 02, 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 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,072 CFM Per Square ft.:0.278 Square ft. of Room Area:3,861 Square ft. Per Ton:1,551 Volume (ft³):26,634 Building Loads Total Heating Required Including Ventilation Air:58,466 Btuh 58.466 MBH Total Sensible Gain:23,844 Btuh 80 % Total Latent Gain:6,026 Btuh 20 % Total Cooling Required Including Ventilation Air:29,870 Btuh 2.49 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. Tuesday, April 02, 2019, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5480 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 2.49 1,551 3,861 23,844 6,026 29,870 58,466 696 1,072 1,072 System 1 2.49 1,551 3,861 23,844 6,026 29,870 58,466 696 1,072 1,072 12x16 Ventilation 860 3,596 4,457 5,757 Supply Duct Latent 228 228 Return Duct 112 100 212 747 Humidification 6,238 Zone 1 3,861 22,872 2,101 24,973 45,725 696 1,072 1,072 12x16 1-Basement 1,227 2,463 0 2,463 12,819 195 115 115 2--5 2-Main Floor 1,227 12,027 2,101 14,128 16,872 257 563 563 6--6 3-Second Floor 1,407 8,382 0 8,382 16,034 244 393 393 4--7 Tuesday, April 02, 2019, 9:58 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5480 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 0.29 427.7 11,542 0 6,755 6,755 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 0.034 480 1,420 0 0 0 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 0.039 112 380 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 2979.9 16,851 0 2,574 2,574 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 0.042 384 1,403 0 0 0 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam, U-value 0.05 464.7 2,020 0 568 568 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 1407 2,815 0 1,553 1,553 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 1227 2,882 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 0.03 450 1,175 0 108 108 Subtotals for structure:42,460 0 12,102 12,102 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:1250 4,263 4,263 Ductwork:4,012 328 823 1,151 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 155, Summer CFM: 155 5,757 3,596 860 4,457 Humidification (Winter) 17.01 gal/day :6,238 0 0 0 AED Excursion:0 0 300 300 Total Building Load Totals:58,466 6,026 23,844 29,870 Check Figures Total Building Supply CFM:1,072 CFM Per Square ft.:0.278 Square ft. of Room Area:3,861 Square ft. Per Ton:1,551 Volume (ft³):26,634 Building Loads Total Heating Required Including Ventilation Air:58,466 Btuh 58.466 MBH Total Sensible Gain:23,844 Btuh 80 % Total Latent Gain:6,026 Btuh 20 % Total Cooling Required Including Ventilation Air:29,870 Btuh 2.49 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. Tuesday, April 02, 2019, 9:58 AM 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-21 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:4 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct ChokeCherry Hill 4th Plan ID 5480 South Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location In Attic 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 CellPer R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 18812 Houston Way 155 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 Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.30 PROG5042NRH67PV BA13NA030 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 78 50%=88 90%=158 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:2.5 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 58466 HEAT GAIN 23844 COOLING LOAD 29870 Location of duct or system: Select Type 84 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 04/22/19 X KP