Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
LA177797 - 8756 188th St W 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: 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. 2012CROOF 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"HEEL 1'-4"1'-1 13/16" HEEL 1'-1 13/16"HEEL 18" BOARDSHUTTERS18" BOARDSHUTTERS1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725450-C-3.0WHITNEYDRAWN: 11-20-2015-AWREVISED: 7-30-2018-AWSPEC HOMECUST:PERMIT/CONST: 2-12-2020-CFEREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENHG8' RIDGE VENT 8:128:1212:1210' 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 12:128756 188TH ST WPERMIT/CONST.PLANSLOT 3, BLK 3, CHOKECHERRY HILL 4TH ADD.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 SIDINGConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/04/2020dmathews 2'-0"MFD FLOOR TRUSSESINSTALL PER MFRS SPECS7'-7"5'-4"A/C12'-11"12'-6"50'-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.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-3.1PC#639: 3-27-2019-LLPC#637: 8-14-2019-CFPC#666: 9-10-2019-CF11'-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"FULL/LO BSMTFBBRACING ATFOUND.20'-6 1/2"8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL4'-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.30x30x12CONC. PAD FTG.34x34x14NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOMDROPPED BEAMADD DROPPED SOFFIT WHENBASEMENT IS FINISHED3 1/2x5 1/2 VERSA COLUMN1'-11"COCKSILL7'-8"18'-4"7'-0"50'-0"7'-0"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH5036 SLIDER5036 SLIDER5036 SLIDER36'-0"14'-0"10'-0"COCKSILLFOUNDATION INSULATIONFRONT FOUNDATION WALL:-20 SQ FT/70 LIN FT= 0.28 RATIOR-10REAR FOUNDATION WALL:-26 SQ FT/52 LIN FT= 0.50 RATIORIGHT SIDE FOUND. WALL:-53 SQ FT/26 LIN FT= 2.03 RATIOLEFT SIDE FOUND. WALL:-62 SQ FT/44 LIN FT= 1.40 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS8756 188TH ST WPERMIT/CONST.PLANSLOT 3, BLK 3, CHOKECHERRY HILL 4TH ADD.PLAN OPTIONSLOOKOUT BASEMENTWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.322GROUNDING RODTHRU PLATES(2)9-1/2 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-Lam(2)11-7/8 Versa-Lam55UFER 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"2'-3"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 SHDININGHD-FLRDINETTEHD-FLRFAMILYROOMCPT.GARAGESLOPE TO DOORS4" CONC FLOOR713 SQ. FT.TYPICAL 2x6 GARAGE WALLSOWNERSENTRYHD-FLRWITH COAT RACKFOYERHD-FLRPANTRYHD-FLRKIT.HD-FLR2-8ABOVELINEFLOORFLUSH BEAMFLUSH BEAM7"x12" DROPPED SOFFIT 12" DROPPED SOFFITSTEPSMFD I-JOISTSINSTALL 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 PLATES6'-4"3-4 x 8-0 OPG.3'-4"1'-8"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"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-3.1PC#639: 3-27-2019-LLPC#637: 8-14-2019-CFPC#666: 9-10-2019-CF5-1/4"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.3"34-1/2" A.F.F.2x4 WALLS AT9'-6" 12 " O . H . ( 3 S I D E S )1'-0"CORBELSTRUCTURALREF.END PANEL OVENS 20 AMP.MICRO HOODCIRCUITCOOKTOPGASTO OUTSIDEVENT MICROHOOD INSTALL 1/3 OFFSETKITCHEN BACKSPLASH GAS FP 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"BOOT BENCHWOOD RAILING8756 188TH ST WPERMIT/CONST.PLANSLOT 3, BLK 3, CHOKECHERRY HILL 4TH ADD.PLAN OPTIONSGAS FIREPLACESIGNATURE KITCHENBOOT BENCH WITH COAT RACKSTAIR RAILINGWINDOW & 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"0.327775556652.553.55PFHPFH(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(2)11-7/8 Versa-Lam(3)24" Versa-Lam (2)14" Versa-Lam(1)14" Versa-Lam (1)14" Versa-Lam (2)7-1/4 Versa-Lam(1)14" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(1)14" Versa-Lam 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-3.1PC#639: 3-27-2019-LLPC#637: 8-14-2019-CFPC#666: 9-10-2019-CF3040 SHTEMP GLW/ WOOD CAP42" HIGH HALF WALLGAMEROOMCPT.3'-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 3-0 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 WALL 2'-8"5'-3 1/4"INSIDE FRAMING4'-2 1/2"INSIDE FRAMING4'-2 1/2" INSIDE FRAMING 4'-6"4'-6"34x48 FBGLSHOWERSURROUND135013501350MFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C.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.CENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR OWNERS BATH W/1/2"=1'-0"SHOWER BASEFIBERGLASS BASE18"DETAIL 'A'36X60 FIBERGLASSCL16" @ 34" SHWR4'-0"CLSHOWERCONTROLTO CENTER OF SHOWER VALVE 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"NOTES:ALL TOE LEDGES AND SEATSARE 18" OFF THE SUBFLOORBATOE LEDGES ARE MODEL BT-17BY BETTER BENCH SYSTEMSHEIGHT OF SHOWER SHELVES TO BEDEPENDENT ON TILE SELECTIONSMIXER VALVE IS ALWAYSCENTERED BELOW SHOWER HEADCDTHIS DETAIL REFLECTS MODEL #'s,HEIGHTS & LOCATIONS ONLY, ANDDOES REFLECT QUANTITIES PURCHASEDREFER TO DEC SELECTIONS FORSTD & OPTIONAL INCLUDED FEATURES6" SPLASHTOELEDGE3'-9"W/ CT SURROUNDSEE SHWRDETAIL 'A'34x60 FBGL BASE42x60 FBGL TUBPROVIDE ACCESSW/ 36" GLASS PANEL48" HIGH 2x4 WALLSHWRSHELVES8756 188TH ST WPERMIT/CONST.PLANSLOT 3, BLK 3, CHOKECHERRY HILL 4TH ADD.WSPLAN OPTIONSTILED SHOWER SURROUND(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam4.55-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 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-3.1PC#639: 3-27-2019-LLPC#637: 8-14-2019-CFPC#666: 9-10-2019-CFGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEBASEMENTWPA/CACHVWHSUMPFILLSMART HOMESYSTEM RECEPTACLELOW VOLTAGESYSTEM RECEPTACLEWATER SOFTRECEPTACLE8756 188TH ST WPERMIT/CONST.PLANSLOT 3, BLK 3, CHOKECHERRY HILL 4TH ADD.PLAN OPTIONSLOOKOUT BASEMENT SWPDININGDINETTEFAMILYROOMSSSSSS SSSSSSSS SSGARAGEGFIFOYERPANTRYKIT.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 FLOORSPRINKLERSYSTEMRECEPTACLEUSBCDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1PC#639: 3-27-2019-LLPC#637: 8-14-2019-CFPC#666: 9-10-2019-CFBEDRM #5SSSGFI BATH #4SDLFANLLLWPCONC. STOOPELECTRICAL PLAN1/4"=1'-0"BEDRM #2BEDRM #3BEDRM #4OPEN TOBELOWW.I.C.BATH #3SS S SS S SDSDSS SS S CEILING FANW.I.C.S OWNERSBEDRMROUGH-INOWNERSBATHS S GFI GFISSSS W.I.C.W.I.C.BATH #2SGFISSGFISSD/CMDSS2ND FLOORS CSD/CMDSDSDSFANLLFANFANLLS LGAMEROOMLLCHIMES GFISS SSS2nd SMARTHOME RECEPT.DDDDDFANDDDLLLLLLLLLLLLLLLDDI S P .SDWSTECH TUBEPEND.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"LLLLLLLLS8756 188TH ST WPERMIT/CONST.PLANSLOT 3, BLK 3, CHOKECHERRY HILL 4TH ADD.PLAN OPTIONSGAS FIREPLACESIGNATURE KITCHENBOOT BENCH WITH COAT RACKSTAIR RAILINGKITCHEN PENDANT LIGHTINGFAMILY ROOM LIGHTINGDINETTE LIGHTINGTILED SHOWER SURROUNDCD 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-3.1PC#639: 3-27-2019-LLPC#637: 8-14-2019-CFPC#666: 9-10-2019-CF1/4"=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"BEDRMOWNERSDINING9'-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 TRUSS OMIT CURBAT 5'-9" OPENINGIN FRAMED WALLFLAT FRAME FORLIGHTING FIXTURE1'-0" 8'-8 1/2" 9'-8 1/2" 3'-0 1/2"20'-0"21'-1"4124'-2 5/8" 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. 2012C8.0XDRAWN: 11-19-2015-AWWHITNEY 5450-C-3.1PC#639: 3-27-2019-LLPC#637: 8-14-2019-CFPC#666: 9-10-2019-CFATTIC 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 SOFFITGARAGE 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 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 CH U 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 BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2EXT. 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 TRUSS 4'-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 VENEER 1"=1'-0"WALL DETAILLOOKOUT FINISH2x6 TREATEDSILL PLATE1x6SILL PLATE2x4 INTERIORWALL2x_ TREATEDBLOCKING1/2" GYP. BD.1/2" GYP BD LEDGE6-1/2" CAP BOARDSHOE PERIMETERWINDOW FRAMEEXTERIOR SHEATHINGR-10 EXTERIORINSULATIONR-5 INTERIORINSULATION (IFREQ'D PER CODE)1/2"=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. FOUNDATION DETAILAT FOOTING STEP LOCATIONS1F1DescriptionDateRevisionProject Number:Date:F11Sheets: of2Print Name:Signed: License Number:Nick Hanson46665Date: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.January 1, 20200.0011-1-202020 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2F1WALL SECTIONLOOKOUT WALL CONDITION3F1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4F1WALL SECTIONFULL HEIGHT WALL CONDITION5F1REBAR TABLE6F1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2020©3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDRAWING USE GUIDELINES AND LIMITATIONSTHE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THISPACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THEPROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT INACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEWAND INSPECTIONS.LIMITATIONS1.BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOPOF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT).2.STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.3.OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITESPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED.4.STRUCTURES CONSTRUCTED OF WOOD FLOOR, WOOD ROOF, AND WOOD WALLS ONLY. NO PRECAST ORSTRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS IS PERMITTED.5.EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.6.ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURALENGINEERING DOCUMENTS.COLD WEATHER GUIDELINES:1.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILLADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONALCEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED ATTEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.2.DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHENPOSSIBLE.3.DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS ISRECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR INCONTACT WITH FROZEN MATERIALS.4.REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE.5.BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLSWHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALLWHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.**THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHERREQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.MATERIALSCONCRETE WALLS:F'c = 3000 PSI @ 28 DAYSMIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIERCONCRETE FOOTINGS:F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDESA WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE.AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX.REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40#5+ BARS - ASTM A615 GRADE 60TREATED SILL PLATE:SYP GRADE #2 OR BETTERALLOWABLE SOILBEARING PRESSURE1,500 PSF MINIMUMGENERAL NOTES1.DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVESTRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLYSUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESSADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERALCONTRACTOR.2.STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.3.112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT ANDFROST WALLS.4.STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIPFOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.5.PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.6.SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEETUNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.7.BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, ANDINSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTEDOTHERWISE.8.ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALLTHICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS.9.REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BARDIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET.10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVERIS ACHIEVED ON ALL SIDES.11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN.VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS.13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINORFORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONSARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALLCORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS INLENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELSMAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHTFOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOADTRANSFER OVER A SILL PLATE OVERHANG CONDITION.15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1.16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITHTHE MANUFACTURER'S REQUIREMENTS.17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS.18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL ANDDIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICALREINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDINGIS ACHIEVED.19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING.MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.EQUIVALENT REBAR TABLEFOR BUNDLED HORIZONTAL BARS(2)#4 = (1)#6(3)#4 = (2)#5(3)#5 = (2)#6GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSIALTERNATIVE TO CODE TABLE R404.1.2EQUIVALENT VERTICAL REBARSUBSTITUTION TABLEBACKFILL TYPECLEAR HEIGHT(SEE 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0" OR LESS8'-6"8'-0"7'-0"6'-0" OR LESS9'-6"9'-0"8'-0"7'-0"6'-0" OR LESS8"10"12"8"10"12"8"10"12"NONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONENONE* = NONE IF F'c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24"24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)(2) #4 HORIZONTAL BARSBOTH TOP & BOTTOMEXTENDED AT LEAST 24"BEYOND EACH END OF STEPSTABLE BANKHIGH FOOTING MAY BEEXTENDED PROVIDEDBARS ARE PLACED ASSHOWNHORIZ. BARSTOP & BOTTOM6" MIN THICK CONCRETEFOUNDATION, SEE OTHERDETAILS FOR MORE INFOOPTIONAL CONTROL JOINTAT EACH END OF STEP72" MAX SPANEQ.EQ.24" MINDETAIL B3" MIN TYPCONCRETE STRIPFOOTING11BDETAIL A36" MINSTEP2 x STEPSTEP NOTE:DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEPLOCATIONS SHOWNREAR FROST WALLLOOKOUTWALLFULL HEIGHTWALLGARAGE FROSTWALLELEVATIONSHOWN FORREPRESENTATIONPURPOSES ONLY-MAY NOT APPLYELEVATIONSTEP SPACING REQUIREMENTSATYP.6"MIN.WOOD FRAMING ABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAYFROM FOUNDATIONOPTIONAL STEM WALLMINIMUM THICKNESS TOMATCH SILL PLATESILL PLATE TO MATCHFRAME WALL ABOVE16" MAX FOR 4" THICK STEM24" MAX. FOR 6" THICK STEMSLAB-ON-GRADE BY OTHERS(1) #4 x CONTINUOUSHORIZONTAL BAR ATTOP OF WALL6" MIN. C.I.P. CONCRETEFOUNDATION WALLUNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1#4x2'-0" DOWELS @ 72" O.C. MAX(5" MIN. EMBED) DOWELS ARENOT REQUIRED IF BACKFILL ISPLACED EQUALLY ON BOTHSIDES IN LIFTS NOT TO EXCEED24"-ALTERNATE EACH SIDE6"MIN.6'-0" MAX WOOD FRAMINGABOVE BY OTHERS12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORSSLOPE GRADE AWAY FROMFOUNDATION AT A GRADUAL 2%SLOPE PER GENERAL NOTE 6SILL PLATE TO MATCHFRAME WALL ABOVE#4 x CONTINUOUS HORIZONTALBARS @ 24" O.C. TYP.OPTIONAL 2" RIGID INSULATION ONINSIDE FACE AND UNDERSLAB-ON-GRADE FOR 24" MIN.UNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1(DROP FOR FROST ASREQUIRED PER SITE DESIGN)#4x2'-0" DOWELS @ 48" O.C.MAX (5" MIN. EMBED)(1) #4 x CONTINUOUS HORIZONTALBAR AT TOP OF WALLOPTIONAL SLAB LEDGECONCRETE SLAB-ON-GRADE8" MIN. C.I.P. CONCRETEFOUNDATION WALL#4x4'-0" HOOKS @ 24" O.C. BENT ORDRILLED AND EPOXY GROUTED3'-0"1'-0 " NO HOOKS @ 3'-0" OR LESS GRANULAR MATERIAL (SAND)DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0"#5 VERTICAL BARS @ 24" O.C.CENTERED IN WALL TO AID INTHE REDUCTION OF CRACKINGAND BACKFILLING ISSUES PRIORTO TOP OF WALL PINNINGCONTRACTOR IS TO PROVIDETEMPORARY TOP OF WALLBRACING UNTIL GARAGESLAB-ON-GRADE IS IN PLACE(HOOKS INTO GARAGE SLABPROVIDE REQUIRED TOP OFWALL LATERAL SUPPORT) CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETE STRIPFOOTING PER CODE OR BY BUILDINGDESIGNER, AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN AT LEFT8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE 6/F1 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON 2/F2FLOOR TO SILLCONNECTION SEE 1/F2WOOD FLOORSYSTEM BY OTHERSSLOPE GRADE AWAYFROM FOUNDATION2x6 MIN SILL PLATECLEAR HEIGHT OF 8'-0" OR LESS(2)#4xCONT. HORIZONTAL BARSCLEAR HEIGHT OF 8'-0" OR MORE(3)#4xCONT. HORIZONTAL BARSGENERAL STRIP FOOTING SIZE GUIDEONE-STORYSTRUCTURE16" WIDE x 8" THICK20" WIDE x 8" THICKTWO-STORYSTRUCTURE20" WIDE x 8" THICK26" WIDE x 8" THICK2000 PSFSOIL1500 PSFNOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOMEDESIGNER AND IS BASED ON 25'-0" FLOOR SPANS & 50'-0" ROOF SPANSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL6"MIN.3'-0" MAX GRADE HEIGHT ABOVE TOP OF SLAB#4 x 2'-0" DOWELS (5" MIN.EMBED) CENTERED IN WALL @48" O.C. (SAND SOIL)OR 36" O.C. (SANDY-CLAY SOIL)OR 24" O.C. (CLAY SOIL)DOWELS MUST BE WET SET ORDRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETEFOUNDATION WALLSLOPE GRADE AWAYFROM FOUNDATION12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OREQUIVALENT METALSTRAP ANCHORS(1) #4 x CONTHORIZONTAL BARAT TOP OF WALLFRAMING & SILLPLATE BY OTHERSSLAB-ON-GRADEBY OTHERS#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)UNREINFORCED CONCRETESTRIP FOOTING SEE 5/F1(18" MIN WIDTH FOR CLAYBACKFILL OR 16" MIN WIDTH IF2'-6" MAX UNBALANCED BACKFILL)SCOPE OF DRAWINGS:THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED ANDCERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESEDRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANTTO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR.THESE DRAWINGS EXPIRE ON DECEMBER 31, 2020.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP LLC 2020©DescriptionDateRevisionJanuary 1, 2020Project Number:Date:0.001F22Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2046665Date: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.CONNECTION INFOTOP OF WALL CONNECTION TOFLOOR SYSTEM1F2BRICK LEDGE INFO5F2WALL SECTIONAT WINDOW WELL LOCATIONS6F2STOOP INFO7F2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2F2BLOCKING DETAILFLOOR JOIST CONDITION3F2BLOCKING DETAILFLOOR TRUSS CONDITION4F2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/F1WOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS16" HIGH MAX x6" THICK MINSTEM6"MINWOOD FLOORSYSTEM BYOTHERSFRAMING BY OTHERS6" MIN THICK STEM#4 DOWELS @ 36" O.C.EMBEDDED 24" INTOLOWER WALLFOUNDATIONWALL SEE5/F1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/F1 OR 3/F1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/F1SLAB-ON-GRADEFRAMING BYOTHERS6" MIN THICKSTEMDETAIL @ HIGH GRADESIM @ NON-BEARINGDETAIL @ LOOKOUTSIM @ FROST WALLDETAIL @ FROST WALLSw/ LOW GRADEDETAIL @ LOW GRADESIM @ NON-BEARING112"CLEARMINMAX#4 DOWELS @36" O.C.EMBEDDED 24"INTO LOWERWALL (CENTERIN STEMWALL)6"12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE 2/F2FOR SPACING (7" EMBED MIN)-METAL STRAP ANCHORS TO BEINSTALLED AT MANUFACTUREREQUIVALENT SPACINGFLOOR SYSTEM, TYPE,SIZE, AND SPACING TO BEDETERMINED BY OTHERSRIM BOARD OR BRACINGMATERIAL BY OTHERS2x6 SILL PLATE MINIMUMFLOOR TO SILL CONNECTION ATEACH MEMBER SEE TABLE BELOWWASHER TO BE COUNTERSUNKFLUSH w/ TOP OF SILL PLATESEE FULL HEIGHT WALL SECTIONON 5/F1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)FLOOR MEMBERSPACING8'-0"9'-0"10'-0"16"19.2"A(4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBERSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)24"16"19.2"24"16"19.2"24"AAAAAAABAABBBBBCCCDDDDDDDCCONNECTION A(4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON A35/USP MPA1 OR USP LJC ATEACH MEMBERCONNECTION CCONNECTION D(2) 0.131"Ø x 3" TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ* OR USP LJQ**OR (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER12"Ø ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS72"* 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWNSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS72"72"72"72"72"72"72"72"72"72"72"72"48"60"72"48"60"72"36"48"72"36"36"72"72"72"48"24"24"ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS**ALTERNATIVE TO CODE TABLE R404.1.(1)BACKFILL TYPECLEAR HEIGHT(SEE 5/F1)BACKFILL HEIGHT(SEE 5/F1)8'-0"9'-0"10'-0"7'-6"7'-0"8'-6"8'-0"7'-0" OR LESS9'-6"9'-0"8'-0"7'-0" OR LESS48"** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED,12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHORSAND(30 PSF/FT)SANDY CLAY(45 PSF/FT)CLAY(60 PSF/FT)6'-0" OR LESS60"72"30"36"72"18"24"42"72"72"24"18"20"24"18"24"24"30"42"16"12"14"16"12"16"36"36"N/AN/A10'-0" MAX TO T.O.S. 1'-8" MAX FLASHING & WOODPROTECTION BYOTHERSFLOOR FRAMING ORBLOCKINGFLOORCONNECTIONSEE 1/F2 &2/F2C.I.P. CONCRETEWALL SEEADJACENTPLANS FORTHICKNESS &MAXIMUM WALLLENGTHSSEE FULLHEIGHT WALLSECTION 5/F1FORREINFORCINGSTOOPSLAB BYOTHERS13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL13'-6" @ 10" WALL3'-0" MIN.10'-6" @ 8" WALL13'-6" @ 10" WALL10'-6" @ 8" WALL3'-0" FULL HEIGHT BASEMENTMIN FULL HEIGHT FULL HEIGHT EXAMPLE CORNEROR STRAIGHT WALLOPTIONS -TYPSTOOP AREA8" MIN C.I.P. CONCRETEWALL SEE FULL HEIGHTWALL SECTION 5/F1NOTES:1.ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTERWIDTH EXCEEDS DIMENSIONS SHOWN.2.STOOP WALLS REQUIRE MINIMUM 16" WIDE x 8" DEEP CONCRETE STRIP FOOTING.EXAMPLE '1'EXAMPLE '2'EXAMPLE '3'SLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONSLOPE GRADEAWAY FROMFOUNDATIONNOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER.WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES.TYP * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES,FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE.** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.*** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s.****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE ASTRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.2x8 SILL PLATE TO BE USED w/MAXIMUM OF 112" OVERHANG(MAINTAIN 234" EDGE DISTANCETO BOTH CONCRETE AND INSIDEOF SILL PLATE) - VERTICAL LOADTRANSFER BY SUPPLIERBACKFILL BELOWEXTERIOR STOOP SLABSWITH COMPACTEDGRANULAR MATERIALTO FROST DEPTH(4'-0" MINIMUM)NAIL SHEATHING TO BLOCKING/JOISTS0.131 Ø x 3" LONG NAILS @ 6" O.C.STRUCTURAL RIM BOARD BY OTHERSTYPE D CONNECTOR@ BLOCKING SEE 1/F22 x 6 MINSILL PLATEFOUNDATION WALL SEE OTHER SHEETSFOR ANCHORS & WALL INFOSLOPE GRADE AWAY FROMFOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MINSPACERS UNTIL SPACES IN WHICH FULLHEIGHT BLOCKING CAN BE INSTALLED,TOE NAIL TO FLOOR MEMBERS EACH ENDw/ (12) 0.131"Øx3" LONG NAILSFRAMINGBY OTHERSOPTIONAL OPEN SPACE AS SHOWNOR SHIFT FULL HEIGHT BLOCKINGPROVIDE BLOCKINGAS REQUIRED TO ACHIEVENAILING SHOWN. (MIN 2SPACES) BLOCKING HEIGHTTO MATCH JOIST DEPTH &BE OF LUMBER, I-JOIST, OROTHER MANUFACTUREDMATERIAL ATTACHBLOCKING TO JOISTS w/ TOENAILS EACH ENDJOISTS BY OTHERSSEE 2/F2 FOR SPACING OFBLOCKING SYSTEM SHOWNNOTES:1.MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x3" LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3.BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTHMEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS TO BE USED AT MINIMUM.4.BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5.HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.NAIL SHEATHING TO BLOCKING/TRUSSESw/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERSFRAMINGBY OTHERS0.131 Ø x 3" LONGNAILS @ 6" O.C.RIM TRUSSBY OTHERSTOP NAIL RIM TO SILLw/ MIN OF (12)0.131 Ø x3" LONG NAILS EACHSIDE OF BLOCKING ORTYPE D CONNECTOR @BLOCKING SEE 1/F22 x 6 MINSILL PLATEFOUNDATION WALL SEEOTHER SHEETS FORANCHORS & WALL INFOSLOPE GRADE AWAYFROM FOUNDATIONIF REQUIRED, PROVIDE 2 x 4 MIN SPACERSTOP & BOTTOM AT MECHANICAL UNTILSPACES IN WHICH BLOCKING CAN BEINSTALLED, TOE NAIL TO FLOOR MEMBERSw/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDEOF BLOCKING w/ (6) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMOR 1/2" PLYWOOD/OSB EACHSIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKINGTOP & BOTTOM OF TRUSSESAS REQUIRED TO ACHIEVENAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERSNOTES:1.MAIN LEVEL FLOOR SHEATHING TO BE 34" PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131"Ø x 3"LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTERIOR SUPPORTS OF EQUIVALENT.2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.3.BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBERBLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TOBE USED AT MINIMUM.4.BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS ASSHOWN IN FIRST SPACE.5.HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/F2 FOR SPACING OFBLOCKING SYSTEM SHOWN10'-0" MAX 3'-8" MAX 2'-6" MIN OPENING 1'-6" MIN 3'-0" EACH WAY MIN112" TYP SLOPE GRADE AWAYFROM FOUNDATION#4 HORIZONTAL BARS @12" O.C. CENTERED INWALLS LAP AROUNDCORNERS AND HOOKINTO FOUNDATION WALL@ EACH SIDE (REFER TO5/F1 FOR HORZ. BARREQUIREMENTS w/ 8"C.I.P. WALLS)6" MIN C.I.P.CONCRETE WALL#4 VERTICAL BARS @EACH OUTSIDECORNER OF WELL(1)#4 x2'-0" DOWEL @EACH OUTSIDECORNER OF WELL (5"MIN EMBED)12" WIDE x 8" THICK MINSTRIP FOOTING(1) #4 HORIZONTALBAR AT TOP OF WALL(2) #4 HORIZONTAL BARSTOP & BOTTOM OFLINTEL EXTEND 24" MINPAST OPENING EACHEND (WOOD OR STEELOPTION BY OTHERS)WALL BEYONDPLACE (2) #4 VERTICALBARS FULL HEIGHT ANDONE ANCHOR w/IN 12" OFOPENING EACH END8" MIN C.I.P.CONCRETE WALLSLAB-ON-GRADEUNREINFORCED CONCRETESTRIP FOOTING SEE FULLHEIGHT WALL SECTION 5/F1LOOKOUTWALLSEE 3/F1GRANULARMATERIAL(SAND)SLOPEWINDOW WELLLADDER/ESCAPEMEANS BYOTHERS5'-0" EACH WAY MAXFLOOR SYSTEM BY OTHERS(DO NOT PLACE GIRDERS ORBEAMS OVER CONCRETE LINTELDESIGNED FOR 1500 PLF)IF CONCRETEOPTIONAL RIGID INSULATION w/IN WINDOW WELL ATTHE DISCRETION OF THE BUILDER FOR ADDITIONALFROST PROTECTION AS REQUIRED PER SITE DESIGN6"MIN.A SECTION AD R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 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 Simpson HU11H2 19 Simpson IUS1.81/14H3 3 Simpson IUS2.37/14POINT LOADFROM ABOVEBCI6000sBCI 90sSTART FRAMING HEREJOISTS @ 19.2" OCSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSTAIRWAYB8B7B7B6B4B1B1B1B2B10B10B10B10B10B1B10B5B9B10B10B10B10B10B10B1B3Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J6J5J4J1J2H3H2H2Ca1Ca1J3Bk1Bk1H2H1H12' 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.12-7-19AERevisions: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/ANot in final layout,trusses span front toback of house. %12;4+)*6*#0510)4172..%&GUETKRVKQP&CVG4GXKUKQP(GDTWCT[2TQLGEV0WODGT &CVG 55JGGVU QH2TKPV0COG 5KIPGF .KEGPUG0WODGT 0KEM*CPUQPÄÄ&CVG +JGTGD[EGTVKH[VJCVVJKURNCPURGEKHKECVKQPQTTGRQTVYCURTGRCTGFD[OGQTWPFGTO[FKTGEVUWRGTXKUKQPCPFVJCV+COCFWN[.KEGPUGF2TQHGUUKQPCN'PIKPGGTWPFGTVJGNCYUQHVJG5VCVGQH/KPPGUQVC&4*QTVQP-GPDTKFIG%QWTV.CMGXKNNG/0Ä%Ä)./QFGN/KPPGUQVC%QPUVTWEVKQP-KNOGT.CPG05WKVG2N[OQWVJ/06GNÄÄYYYJCPUQPITQWROPEQO2.#055*190.+)*6+0$#%-)4170'(14.1%#6+104'('4'0%'10.;2.#0016'5#0&'.'/'0655*190.+)*6/#;0160'%'55#4+.;57221466*'*#0510)41725&'5+)0Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y F0#+.5'#%*0#+.'#%*,1+56616122.#6'Y F61'0#+.50#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;+06'4+14$'#4+0)9#..+06'4+14010Ä$'#4+0)9#..2418+&'(7..&'26*$.1%-+0)$'69''0,1+5650#+.'&616122.#6'5Y F0#+.5'#%*0#+.$1661/2.#6'61$.1%-+0)Y F0#+.5'8'4;2418+&'64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YF61'0#+.5"1%2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YF61'0#+.5"1%6*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'³/#+09+0&(14%'4'5+56+0)5;56'/´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Ä$'#4+0)9#..411(64755(#56'0'&612.#6'5YF61'0#+.5"1%0#+.4+/6122.#6'5YF61'0#+.5"1%0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+..#&&'464755616122.#6'5YF0#+.5"1%0#+.$1661/2.#6'61.#&&'464755Y F0#+.5'8'4;411(64755'5(#56'0'&612.#6'5Y F61'0#+.5 5+/2510*%.+2Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y F0#+.5'#%*0#+.'#%*,1+56616122.#6'5Y F61'0#+.50#+.$1661/2.#6'614+/,1+56$.1%-+0)Y F0#+.5'8'4;0#+.'#%*64755616122.#6'5Y F61'0#+.50#+.$1661/2.#6'614+$$10$4#%'64755Y F0#+.5'8'4;(4#/'Z$1:#4170&52#%'$'69''064755Y5#/'5*'#6*+0)#0&(#56'0+0)#59#..$'.19 144'2.#%'Y#&'37#6'&'26*Z/'/$'4 Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5 /#+0722'4.'8'.411(64755$'#4+0)9#..510.; Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5 /#+0722'4.'8'.411(64755$'#4+0)9#..510.; ':6'4+14$'#4+0)9#..4'24'5'065(+)74'4 +0&+%#6'5+06'4+14$4#%'&9#..2#0'.Y);257/5*'#6*+0)$16*(#%'59+6*'+6*'4(#56'0'4126+10.+56'&+0016'52#%'=%2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19+0&+%#6'5':6'4+14$4#%'&9#..2#0'.Y5*'#6*+0)10':6'4+14(#%'+0#%%14�%'Y016'2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19+0&+%#6'5'0)+0''4'&9+0&4'5+56+0)'.'/'06561$'%105647%6'7*190+06*'&'6#+.5*''65 /+0.'0)6* /+0.'0)6* +0&+%#6'5':6'4+14$4#%'&9#..2#0'.Y5*'#6*+0)10':6'4+14(#%'+0#%%14�%'Y016'2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19 /+0.'0)6* 5%12'&'5+)0#0&&'6#+.1(6*'/#+09+0&(14%'4'5+56+0)5;56'/(14#5+0).'Ä(#/+.;4'5+&'0%'%105647%6+10+561$'+0#%%14�%'9+6*6*+5&1%7/'0656#0&+0&7564;24#%6+%'#0&6*'%1&'016'56*'5'&1%7/'065#22.;615647%674#.10.;4'('461%105647%6+10&1%7/'065(14/14'+0(14/#6+10#..':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä5($#Z567&552#%'&"1%$/+09#..5*'#6*+0) (+$'4$1#4&5*'#6*+0)Y)#.8#0+<'&411(0#+.514F0#+.514)#7)'56#2.'5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465016'&15$':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä952#Z567&552#%'&"1%$':6'4+145*'#6*+0) /+05647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)%#/+0+/7/Ä+0%*911&5647%674#.2#0'.%140'44'67405*#..$'2418+&'$16*'0&51(#%106+07175.;Ä5*'#6*'&$4#%'&9#...+0'+0#%%14�%'9+6*(+)74'4+0.+'71(6*'%140'44'6740#6+'Ä&190&'8+%'9+6*#/+0+/7/72.+(6&'5+)08#.7'1(2170&5 5+/2510.56#/56%14'37+8#.'06 5*#..$'(#56'0'&616*'%140'4567�&616*'(170+10 5+/2510.66.66$*6614'37+8#.'06 14(4#/+0)$'.19+0#%%14�%'9+6*(+)74'4#..+06'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#701#Z14Z567&552#%'&"1%$9#..5*'#6*+0) /+0);257/5*'#6*+0)(#56'0'&61(4#/+0)YF%11.'40#+.5"1%/#:146;2'599#..$1#4&5%4'95"1%/#: /+0+/7/567&2'0'64#6+10 #..(.1145#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##(.114(4#/+0)52#%'#/#:+/7/1(1%$(.1145*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##411((4#/+0)52#%'#/#:+/7/1(1%$(#56'0#..411((4#/+0)616122.#6'59+6*5+/2510*%.+2514'37+8#.'06#0& F61'0#+.5%411(5*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6* F0#+.5+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&' F(#%'0#+.5%100'%6+10501652'%+(+%#..;016''61$'+0#%%14�%'9+6*+4%6#$.'4 #%%'26#$.'#6%140'4564#2.1%#6+10561*#8'691(7..*'+)*6567&514+'06'&+0'+6*'4&+4'%6+10(#56'0'&61)'6*'4YFZ.10)0#+.5"10Ä%'06'4%#.+(140+#%140'451464#&+6+10#.%140'45#4'#%%'26#$.'2418+&'&(7..*'+)*65#90$.1%-+0)567&+5&+4'%6.;$'*+0&(.#62146+101(567&5(#56'0'&61)'6*'4+0#5+/+.#4(#5*+10/#6'4+#.59#..567&5 14.'55 52(567&)4#&'14$'66'49#..567&5 18'4 52(01)4#&'14$'66'4&+/'05+10#..7/$'4 52(01)4#&'14$'66'464'#6'&.7/$'4 5;201)4#&'14$'66'4.5. 9+&6*Ä'14$'66'4.8. 9+&6*Ä'14$'66'4Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'5Y,1+565Y64755'5.1#&5411(5019.1#& Ä25(411(&'#&.1#& 25((.114.+8'.1#& 25((.114&'#&.1#& 25(9+0&.1#& /2*':2$%1&'/+00'516#4'5+&'06+#.%1&'2#46+#..19'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#06*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;619#.-176(170+1056*'4'37+4'/'0655*190&+4'%6.;#$18'10.;#22.;61.11-176(170+105/#+0.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#0722'4.'8'.*175'2.#05*190(14.1%#6+104'('4'0%'10.;54'('4'0%'2.#02156Ä+056#..'&*1.&190126+105(4#/+0)&'6#+.5+/25106+6'0*&41&%172.'4Y'/$'&+061%10%4'6'6*4'#&'&41&Y076 9#5*'4#6*1.&190'0&5+/2510*66*1.&190#0%*140#+.'&61&17$.'567&5(.1145;56'/%10%4'6'(170+10$'.19#.6'40#6'*1.&190#.6'40#6'4#+5'&*1.&190%10%4'6'(170+10$'.195+/2510*66*1.&190#0%*14#6.1%#6+1055*1900#+.'&61&17$.'567&5YZ.10)5+/25106+6'0*&5%4'9Ä+0#0%*14+061%10%4'6' Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 Ä(6 Ä(6 $4#%'&9#...+0' Ä(6 %105647%62146#.(4#/'#55*190+0515$ Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0' $4#%'& 9#...+0' Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 Ä(6 $4#%'&9#...+0'$4#%'&9#...+0'$4#%'&9#...+0'$4#%'& 9#...+0' $4#%'& 9#...+0' Ä(6 ÄÄ01661':%''&Ä(#56'06122.#6'61*'#&'4Y 4195F5+0-'40#+.5"1% Z$'#4+0)567& Z(7..*'+)*6567&'#%*'0&1(*'#&'4.1%#6'2#0'.,1+069+6*+0Ä(41/%'06'41(9#..*'+)*6#54'3& Z51.+&$.1%-+0)4'37+4'A*'#6*+0),1+06 Z$'#4+0)567&5/+0 8'4+(;Y5722.+'4 5+/251056*&'/$'&&'&*1.&190#0%*14#6.1%#6+1055*190 4'('4615(14#.6'40#6+8'126+105 (170+109#..$'.19.'0)6*1(%106+07175*'#&'4#0%*14$1.6 /+0'/$'& YZZ2.#6'9#5*'40#+.5*'#6*+0)61*'#&'4YF0#+.5"1%'#9#;6;25/#..*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5 0#+.5*'#6*+0)#4170&2'4+/'6'4Y 4195F0#+.5"1%56#))'4'& 612.#6'5$.1%-+0)"1% 5+/2510/56%564#210+05+&'(#%'1(9#.. 2418+&'52#%'461(.75*176*'#&'4619#..567&6*+%-0'55 (#56'0-+0)567&61*'#&'4Y 4195F5+0-'40#+.5"1%Ä5(4#/+0)&'6#+.)#4#)'(41062146#.(4#/'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.%106+07175.8.*'#&'46157221468'46+%#..1#&5$;5722.+'4 /+09+&6* /+0&'26*4'3& 2418+&'Z+0(+..9#..#$18'*'#&'4#54'3&.#4)'*#6%*#4'#+0&+%#6'5146*+%-'42.;911&1415$5*'#6*+0)#22.+'&61':6'4+145+&'1(567&5Y56#0&0#+.+0)2418+&'(#56'0+0)1(#$18'(4#/+0)'37#.616*#6&'6#+.'&(14$4#%'&9#..2#0'.5 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. A18' 5"5' 10"By: Anthony EstevezDate: 11-7-13RevisionsFile: Plan #5351Scale: 3/8"=1'DWG: Tall WallSheet: 1 of 1Boise CascadeLakeville, MNGeneral Notes:Boise Cascade Versa Studs shall be installed in accordance with BoiseCascade Corporations Engineered Wood Installation Guide.It is theresponsibility of the framing contractor to adhere to all recommendations forinstallation stated within. Boise Cascade installation guides can be obtained bycontacting a Boise Engineered wood Products specialist at 1-800-281-5503 orvisiting our website at www.bc.com.Design Criteria:Wind Load 20 PSFL/180Blocking @8' o.c. verticallySALES PRESENTATION DRAWINGNo structural or dimensional check has been madeof this design drawing of the building, thereforepurchaser is to check and approve all dimsensions,quantities, loads, and details carefully. This drawinghas not been check by Boise Engineering.1:2:3:NOTE:CONTRACTOR IS TO VERIFY ALL DIMENSIONS ANDROUGH OPENING SIZES PRIOR TO ANYCONSTRUCTION OF WALLS. ROUGH OPENINGSIZES ARE ESTIMATES. VERIFY WITH WINDOWMANUFACTURER.NOTE:TALL WALL IS DESIGNED FOR VERTICAL LOADSAND HORIZONTAL WIND LOADS ONLY. LATERALWALL LINE BRACING OF THE BUILDING IS TO BEACCOUNTED FOR BY BUILDING DESIGNER.NOTE:STUDS, COLUMNS, AND HEADERS CALLED OUTREQUIRE LVL MATERIAL. PLATES, CRIPPLES,TRIMMERS, AND BLOCKING LABELED BY OTHERSDO NOT REQUIRE LVL MATERIAL AND ARE NOTINCLUDED IN QUOTE.COLUMN A:(2) 1-1/2"X5-1/2" VERSA STUDSCONNECT COLUMNS TO PLATES WITH 4 - 16D NAILSOR ONE A23 ANGLE CLIP AT BOTH TOP ANDBOTTOM.COLUMN B:N/AHEADERS:HEADERS BY OTHERSSINGLE TRIMMER REQUIRED FOR SUPPORT ATEACH END OF HEADER AS SHOWN.2x6 WallCOLUMN C:N/ASTUDS:1-1/2"X5-1/2" VERSA STUDS @ 12" OCPLAN #5351ELEVATION CD.R. HORTONFRONT ENTRY WALLDouble top plateby othersSingle bottom plateby others 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:4 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Chokecherry Hill 4th Add. Plan ID 5450 North 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 8756 188th St. W. 215 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 BA13NA036 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 108 40%=124 70%=217 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:3 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 65,787 HEAT GAIN 26,402 COOLING LOAD 33,674 Location of duct or system: Select Type 0.67 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 5450 North 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 North Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:5450 North 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 North 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:1,178 CFM Per Square ft.:0.235 Square ft. of Room Area:5,018 Square ft. Per Ton:1,788 Volume (ft³):36,054 Building Loads Total Heating Required Including Ventilation Air:65,787 Btuh 65.787 MBH Total Sensible Gain:26,402 Btuh 78 % Total Latent Gain:7,272 Btuh 22 % Total Cooling Required Including Ventilation Air:33,674 Btuh 2.81 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, 10:19 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 5450 North 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 2.81 1,788 5,018 26,402 7,272 33,674 65,787 768 1,178 1,178 System 1 2.81 1,788 5,018 26,402 7,272 33,674 65,787 768 1,178 1,178 12x17 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 25,146 2,101 27,247 49,917 768 1,178 1,178 12x17 1-Basement 1,618 3,368 0 3,368 14,813 228 158 158 2--5 2-Main Floor 1,618 13,432 2,101 15,533 17,747 273 629 629 6--6 3-Second Floor 1,782 8,347 0 8,347 17,356 267 391 391 4--6 Monday, February 11, 2019, 10:19 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 5450 North 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 7,717 7,717 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 13,967 13,967 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:1250 4,263 4,263 Ductwork:2,236 182 459 641 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 AED Excursion:0 0 1,024 1,024 Total Building Load Totals:65,787 7,272 26,402 33,674 Check Figures Total Building Supply CFM:1,178 CFM Per Square ft.:0.235 Square ft. of Room Area:5,018 Square ft. Per Ton:1,788 Volume (ft³):36,054 Building Loads Total Heating Required Including Ventilation Air:65,787 Btuh 65.787 MBH Total Sensible Gain:26,402 Btuh 78 % Total Latent Gain:7,272 Btuh 22 % Total Cooling Required Including Ventilation Air:33,674 Btuh 2.81 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, 10:19 AM 02/25/2020 X KP