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LA177097 18811 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: 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. 2019CNORTHERN CRAFTSMAN1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725510-ABRIDGEWATERSPEC HOMECUST:DRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-LLROOF PLAN1/8"=1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"34' RIDGE VENT14' RIDGE VENT 8:128:126:126:121'-0"1'-0"1'-0"1'-0"AAAABBBBCCCC8:128:121'-0"1'-0"6:124:121'-0"1'-0"8' RIDGE VENTHARDBOARD 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 TRIM3 1/2" TRIM5" TRIM5" TRIM1-1/2"1"3 1/2" TRIMSTEEL PANEL OVERHEAD DOORXXXXXADDRESS NUMBERICE & WATERALUMINUM FLASHINGBEHIND STOOP1x6 1/4"6-1/4" FROM SUBFLOORTO TOP OF JOISTF6:12 PITCH1288" TRIMDBKT11x20FYPON(TYPICAL)AT ALL GABLES, OROSB SHEATHINGWHEREVER SHAKES& BOARD-N-BATTENMATERIAL IS USED8:12 PITCHFF6:12 PITCHFREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTENLOT 2, BLK 5, CHOKECHERRY HILL 4TH ADD.18811 HOUSTON WAYPERMIT/CONSTRUCTIONPLANSLEFT ELEVATION1/8"=1'-0"A42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1'-0"1'-0"8:12 PITCH126MAINTAIN 6" MIN SEPARATION WOOD to EARTH8:12 PITCHRIGHT ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BEMAINTAIN 6" MIN SEPARATION WOOD to EARTH1'-0"8:12 PITCH1261261'-0"124AAF1'-0"2'-0"812REAR ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1xA6:12 PITCH1'-0"1'-0"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.21'-0"4:12 PITCHAGGSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/30/2020dmathews BASEMENT PLAN1/4"=1'-0"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/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. 2019C2XDRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-LLUP16R10'-9 3/4"DROPPED BEAMWHF.D.HVACNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS16'-3" M.O.UNFINISHEDSTOR.249 SQ. FT.FUTUREFAMILY RM348 SQ. FT.FUTURE BEDRM135 SQ. FT.8"8'-10"8"5'-4"16" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADECANT.BEAMTYPICAL:9'-4"(3) 2x8 DROPPED BEAMCANT. JOISTS1'-8"10"6'-0"6"5'-8"8"6'-0" 47'-0" 41'-0" 16'-6"8'-0"16'-6"36'-0"10'-6"5'-7"9'-10"44'-0"19'-0"23'-0"15'-5"3'-7"20'-10"7'-11 3/4"7'-2 1/4"10'-6 1/4"4'-10 1/4"10'-6"6'-6"2-62-820'-4"46'-0"20'-10"15'-2"2'-3 1/2"2'-3 1/2"16'-3"4'-8"10" TREATED 2x8's 16" ON CENTER 6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHR/I3/4B57 SQ. FT.POURED CONC. WALL18"x8" CONC. FTG.10" THICKMIN. 3'-6" BELOW GRADESLEEVEDRAIN TILE18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS 2x6 BEARING WALL2x6 STUDS AT 16" O.C.6" HALF HIGH CONC. CURB14x8 CONC. FTG.2x6 BRNG WALL2x6 BRNG WALLCONC PAD FTG30x30x12CONC PAD FTG30x30x123'-0"19'-4"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHSUMPRADONVENT PIPEMECH.2-41'-1"11'-6"2'-0"8'-3" M.O.SLEEVEDRAIN TILE2'-8"6'-3"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE7 1/2"8'-3"1'-1 1/2"10'-0"UNEXCAVATED4'-0"CONC PAD FTG30x30x126'-6"2-42'-6"2-436"36x48 FBGLSHWR3'-0"COCKSILLCOCKSILL15'-0"1/2"=1'-0"PORCH SKIRT DETAIL1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS9'-6"11'-4"8'-10"6'-4"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 3'-6" HIGH5036 SLIDER5036 SLIDER5036 SLIDER1/2"=1'-0"FRONT PORCH LEDGER SECTION6 1/4"7 1/4"6 3/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST6-1/4" FROM1 1/2"AND BELOW 2x8 &2x10 TRTD LEDGERSTRTD 2X8 JOISTS16" O.C.(8) 10d COMMON NAILSTRTD. 2X10 RIPPED(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERUSP 1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS(GALV. OR STAINLESS STEEL)4'-0"4'-0"WINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.322FOUNDATION INSULATIONFRONT FOUNDATION WALL:-19 SQ FT/55 LIN FT= 0.34 RATIOR-10REAR FOUNDATION WALL:-24 SQ FT/36 LIN FT= 0.67 RATIOLEFT SIDE FOUND. WALL:-60-76 SQ FT/41 LIN FT= 1.46 RATIORIGHT SIDE FOUND. WALL:-49-59 SQ FT/19 LIN FT= 2.58 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTSBRACING ATFULL BSMT ONLYFOUNDATIONBRACING ATFULL BSMT ONLYFOUNDATIONBRACINGFOUND.4'-0"BRACINGFOUNDATIONSYSTEM4'-0"MAX.BRACINGFOUNDATIONBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.FULL/LOOKOUT ONLYFULL/LOOKOUT ONLYBRACINGFOUNDATION12" VOIDIN FOOTINGPLANS18811 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT-1/2"=1'-0"FRONT PORCH LEDGER DETAIL18" FLOOR TRUSSES 3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 3/4" SUBFLOOR6 1/4"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL. 2""MIN...5 1/4" 2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE16" O.C. UNDER 10'-0" SPAN12" O.C. OVER 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.FLOOR TRUSSESBLOCKING, LAID FLAT(2) TRTD 2x12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2x12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDELAG SCREWS1/2" DIAMETERINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUSP LTS19-TZ STRAPS TO BE ATTACHED TO DECK JOISTOR 2X12 BLOCKING AND ANCHORED INTO FLOOR TRUSS.(4) STRAPS PER DECK/PORCH, RATED AT 750# EACH,TO BE SPACED EVENLY. MAX 24" FROM END OF DECK LEDGERMINIMUM 3" PENETRATION THRU OSB RIM & FLOOR TRUSS10'-11"10'-9"4'-5"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH46'-0"10'-0"THRU PLATESGROUNDING RODUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(2)9-1/2 Versa-Lam(2)7-1/4 Versa-Lam355 MICRO HOOD20 AMP.CIRCUITGAS2x6 WALL5'-7" 5'-6" CABTS.3'-6" TOP5'-10" TOP UP16RGAS FPR.O.= 42 x 40 1/8"LIVINGROOMCPT.1ST FLOOR PLAN1/4"=1'-0"1083 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/MFRDININGHD-FLRKIT.HD-FLRPANTRYHD-FLROWNERSENTRYHD-FLR36'-0"8'-8 1/2"7'-3 1/2"7'-10"12'-2"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWSRGH.OPG. OF WINDOW3040 SHW/ 14" TRANSOM6068 SGD3050-3 SHGARAGESLOPE TO DOORS4" CONC FLOORTYPICAL 2x6 GARAGE WALLSSTUDYCPT.FOYERHD-FLR1/2BHD-FLRPED.DN16RDROPPED BEAMDROPPED BEAM2x6 WALLW.I.C.HD-FLR2-82-42-42-42-43-0 W/44'-0"19'-0"23'-0"15'-4"3'-8" 6'-0"46'-0"20'-10"15'-2"10'-8"4'-6"10'-5"10'-5"2'-2"2'-4"5'-2"5'-6"8"CANT.BEAM5'-4"8" 3'-0"19'-4"20'-4"7'-7"5'-9"7'-0"47'-0" 41'-0" 16'-6"8'-0"10'-7"5'-11"6'-0"4'-8"2'-7"3'-4"10'-6 1/4"5'-1 3/4"CARPETHD-FLR8'-10"6'-2"COVEREDWOOD PORCH93 SQ. FT.6'-4"4'-11 3/4"4'-9 1/4"16x7 OVERHEAD DOOR14" MFD I-JOISTS ABOVE INSTALL PER MFRS SPECSDROPPED BEAMTPH24" TOWEL BARThese 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. 2019C3XDRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-LLRADONVENT PIPE2x6 WALL14" MFD I-JOISTS ABOVE INSTALL PER MFRS SPECS CANT & INSULJOISTS ABOVE3060-2 SHREF.4 1/4"14'-4"INSIDE FRAMING 1'-2"CORE DOOR8x7 OVERHEAD DOOR2'-8"22x30ATTICACCESS6'-4"2'-0"10'-0"4'-9"5'-3"746 SQ. FT.FLUSH BEAM TRANSOMTYPICAL PORCH COLUMN:WOOD STEPS16" WIDE DROPPED SOFFIT(SEE SECTION)6x6 TREATED POST WITHIN16" TAPERED TO 12" BOXED COLUMNOVER 16" (FRAMED) SQUARE STONE BASE8"14'-6"8"5'-8 1/4" INSIDE FRAMING 14'-8"DW4'-0"4'-0"W/ WOOD CAP42" HIGH HALF WALL7'-2 1/4"3'-7 1/2"WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DR w/ TRANSOM0.31FOYER0.2312W 3060 SHFLEX/BEDRM #511KITCHEN3040 SH1DINING ROOM6068 SGD W/ TRANS3W 3050 SHLIVINGROOM10.3172 1/8" X 72"0.310.3136 1/4" X 48"0.310.3172 1/8" X 94"0.320.31108" X 60 1/4"0.3138.25" X 95.25"PLANS18811 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSSTANDARD KITCHENCORNER GAS FIREPLACEPENDANT LIGHT PACKAGELIVING ROOM LIGHT PACKAGESTUDYDINING ROOM LIGHT PACKAGERANGEVENT HOODTO OUTSIDE TILED KITCHENBACKSPLASH(2) 2-0 HOLLOW5'-6"ON ALL WALLS & CEILINGGYP. BOARDNOTE: 34 1/2" A.F.F.2x6 WALLS FRAMED10'-0"5555663555ShearwallPFHPFH(2)7-1/4 Versa-Lam(3)16" Versa-Lam(2)11-7/8 Versa-Lam(2)14" Versa-Lam (2)7-1/4 Versa-Lam(2)9-1/2 Versa-Lam(2)7-1/4 Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam (2)7-1/4 Versa-Lam 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. 2019C4X2ND FLOOR PLAN1/4"=1'-0"DRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-LL36'-0"6'-8"6'-10"6'-8"13'-4"3'-10"12'-0"44'-0"5'-6"5'-8"11'-4"12'-0"9'-6"2'-2"9'-2" 4'-0" 45'-0" 41'-0" 5'-10"8'-0"16'-6"10'-8" 4'-0"4'-0"36'-0"7'-4"6'-2"7'-4"14'-8"6'-10"3'-10"3'-2"13'-10"4'-0"7'-4"2'-4"4'-0"3'-2" 6'-7" 4'-9" 5'-0"15'-4"4'-0"7'-6"1'-2"3'-3"10'-6 1/4"8'-2"3050-2 SH3050 SH3050 SH3050-2 SH3050 SHW.I.C.CPT.W.I.C.CPT.OWNERSBEDRMCPT.OWNERSBATHHD-FLRBEDRM #3CPT.BEDRM #2CPT.BEDRM #4CPT.GAME ROOMCPT.LAU.HD-FLRBATH #2HD-FLR2-82-62-42-42-62-42-42-42-42-62-42x6 WALL60"DN16RNOTE:8'-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/MFR1469 SQ. FT.LIVING AREAW.I.C.CPT.W.I.C.CPT.W.I.C.CPT.42" HIGH HALF WALL W/ WOOD CAPSURROUND36x60 FBGL SHWR24" TOWEL BARTPH 24" TOWEL BAR MFD TRUSSES AT 24" O.C. 4'-0"4-0W42" HIGH HALF WALLW/ WOOD CAP2-62'-0"LINEN18"22x30ATTICACCESS2-4RADONVENT PIPE2x6 WALL 1'-0"45'-0"15'-2"2'-10"3'-4"2020 FX4'-2"7'-10"TPHD1'-2"PEAK OF VAULT3'-3"3'-11"2020 FX2020 FX2020 FX4'-0"4'-0"TEMP66"SHELFTEMPWINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3050 SH10.3136 1/4" X 60 1/4"0.31STAIRSWIC12020 FX24" X 24"0.310.32BEDRM #32W 3050 SH10.310.3172 1/8" X 60 1/4"32020 FX24" X 24"0.310.32GAME ROOM3050 SH10.3136 1/4" X 60 1/4"0.31BEDROOM #4OWNERS BEDRM2W 3050 SH10.310.3172 1/8" X 60 1/4"3050 SH10.3136 1/4" X 60 1/4"0.31BEDROOM #2PLANS18811 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSOWNERS BEDROOM VAULTED CEILINGBATH #2 DOUBLE BOWL VANITY11'-10"4'-9"5'-0" INSIDE FRAMING 5-0 FBGL TUB/SHWR(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).2.32.5 ELECTIRCAL 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. 2019C5XDRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-LLUNFINISHEDSTOR.SUMPUNFINISHED BASEMENTWPA/CSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLESGFISWHF.D.HVACFUTUREFAMILY RMFUTURE BEDRMR/I3/4BMECH.UNEXCAVATEDRADONVENT PIPESDPLANS18811 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSLOOKOUT BASEMENT- ELECTRICAL PLAN1/4"=1'-0"2ND FLOORSDSSSS SCEILING FANROUGH-INSDSDSDSD/CMDSD/CMDSGFIGFILFANSS SS SS LS FANGFIGFI SSSSELECTRICAL 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. 2019C6XDRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-LL1ST FLOORSSSS SSSSSWPCDISP.SSSSS USBSGFISGFIS FANTCHIME SSPRINKLERSYSTEMRECEPTACLELIVINGROOMDININGKIT.PANTRYOWNERSENTRYGARAGESTUDYFOYER1/2BW.I.C.COVEREDWOOD PORCHDWLLLLLLLLLS LLLLLDLLLLLLLWPPEND.PEND.3'-0"7'-9"6'-11 1/2"SSDW.I.C.W.I.C.OWNERSBEDRMOWNERSBATHBEDRM #3BEDRM #2BEDRM #4LAU.BATH #2W.I.C.W.I.C.W.I.C.22x30ATTICACCESSLLLLLLLLDDDDLLSLDCGAME ROOMLFANSSS S S SLLSS S VENT HOODTO OUTSIDE TECHTUBECD PLANS18811 HOUSTON WAYCONSTRUCTIONPLAN OPTIONSSTANDARD KITCHENCORNER GAS FIREPLACEPENDANT LIGHT PACKAGELIVING ROOM LIGHT PACKAGESTUDYDINING ROOM LIGHT PACKAGEOWNERS BEDROOM VAULTED CEILINGBATH #2 DOUBLE BOWL VANITY 7XDRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-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. 2019C9'-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-JOISTSMFD TRUSS1'-0"1267 7/16"SLOPE TO DOORS4" CONC. FLOORGIRDER TRUSSGARAGE22'-4"2'-0"81221'-8"W.I.C.OWNERSBATHW.I.C.W.I.C.BEDRM #23/4" RIGID INSUL.MIN. R-30 BATT. INSUL.9'-1 1/8" 10'-3 7/8"9'-8 3/4" 8'-2"8'-1 1/8"MFD TRUSS1'-0"1267 7/16"W.I.C.FAMILY RMFUTURE1'-0"7 7/16"2x8 JOISTS5/4" DECKING(2) 2x8DROPPED BEAMPOURED CONC. WALL18"x8" CONC. FTG.10" THICKMIN. 3'-6" BELOW GRADESET ON 10" THICKPOURED CONC. WALLCONC. SIDEWALKCANT.JOISTS1/4"=1'-0"CROSS SECTION A-A1/4"=1'-0"CROSS SECTION B-BDROPPED BEAMDROPPED BEAMDROPPED BEAM3/4" SUBFLOORMFD FLOOR TRUSSES3/4" SUBFLOORMFD I-JOISTS8'-4" POUREDCONC WALL3 1/2" CONC. FLOORLIVINGROOMFOYERGAME ROOMTOP OF SUBFLOORTO TOP OF JOIST6-1/4" FROM6'-0"8"5'-4"6 1/4"8'-4" POUREDCONC WALLKIT.PANTRYR/I3/4BFUT.W.I.C. 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. 2019C8XDRAWN: 8-22-2019-AWBRIDGEWATER 5510-B-GLPERMIT/CONSTRUCT:1-17-20-LLATTIC VENTILATIONHOUSE: 1882 SQ. FT.451.67 NET FREE VENT NEEDED AT RIDGE54' (LIN. FT. RIDGE VENT) X 18 SQ. IN. (PER LIN. FT) = 972 PROVIDEDFULLY VENTED SOFFITSVENT 1/300th OF ROOF AREA50% TO 80% NEAR RIDGEREMAINDER IN SOFFITPER IRC SECTION R806451.67 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 TE 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 R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEFINISHED GRADEWILL VARYJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAM2x6 EXTERIOR WALL(SEE OSWELL ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOMOF FOUNDATION WALL16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE(IF REQUIRED PER FOUNDATIONEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPCALCULATIONS, R402.2.8.A)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)W/ R-10 DRAINAGE BOARDROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACEW/ VAPOR BARR.5/8" GYP. BD.LIGHT 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.1'-4"2'-0"3'-2"WOODGRAIN PANEL5/4" x 5" - WOODGRAIN5/4" x 10" - WOODGRAINWOODGRAIN PANEL4/4" x 3" - WOODGRAIN(FRONT & REAR)6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM11 1/4" AT TOP 11 1/4" AT TOP1'-4"11 1/4"3'-5"1/2" OSBOVER 2xTREATED FRAMEBEAM1/2" OSBOVER 2xTREATED FRAMEWOODGRAINPANELWOODGRAIN5/4" x 10"FLASHINGSTONE CAPSTONE CAPTAPERED COLUMN WITHSTONE PIER1/4"=1'-0"1/4"=1'-0"2"=1'-0"2"=1'-0"(SIDES)16" AT BASE16" AT BASE 1/4"=1'-0"LONGITUDINAL SECTION C-C9'-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-JOISTSOWNERSBATHW.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 HEADROOMPANTRYOWNERSENTRYW.I.C.MECH. 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:IINDEX:S1 - Scope, Index, and CertificationS2 - General NotesS3 - Step Footing DetailS4 - Frost Wall DetailS5 - Lookout Wall DetailS6 - Full Height Wall DetailMMATERIALS: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: 2020 Standardized Concrete Foundation DrawingsDescription: Scope of Work, Index, and CertificationProject # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234Page S1 of S6Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.oswellec.com2020 Standardized Concrete Foundation Drawings1/1/2020The 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 2020.1901 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.GGENERAL 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.Oswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription: General NotesProject # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372341/1/2020Fax: 612-886-2966www.oswellec.comPage S2 of S6Phone: 612-720-4639Dowels 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.1901 E Hennepin Ave, #201Minneapolis, 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.HHIGH FOOTINGLOW FOOTINGFOOTING STEP DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription:Step Footing Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234High 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 shown1/1/2020(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 wallAdjacent 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')Wall 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: 2020 Standardized Concrete Foundation DrawingsDescription:Frost Wall Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372341/1/2020Optional slab ledge, maximum stem height is 12" w/ width to match sill plateGrade 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 requiredWall framing by others66" wall spacing:8"+ wall spacing:LOOKOUT WALL DETAILOswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription:Lookout Wall Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 5537234#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 1/1/20203'-2" maxGrade 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 wallWood floor & wall framing by othersGrade to be at least 6" below top of wallBBASEMENT WALL DETAILTTable Notes:(1) = (2) = AAllowed alternate anchors are:Oswell Engineering and Consulting, L.L.C.Project Name: 2020 Standardized Concrete Foundation DrawingsDescription: Full Height Wall Detail (NOT TO SCALE)Project # 19.100Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 553723436"(1)NANA72"36"60"24"36"12"48"18"Sill Anchor Spacing36"12"24"8"48"72"24"48"18"NANANANA72"Vertical Rebar SpacingNANANANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NA8"10"12"#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embedSandSCClaySandSCUnreinforced 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)10'Clear Height and Soil TypeSandSCClay2x6 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 others1/1/2020Clear Height8' or LessBoltsAlternateNANA36"(1)NANAClay9'Wall ThicknessPage 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 footing1901 E Hennepin Ave, #201Minneapolis, MN 55413Phone: 612-720-4639Fax: 612-886-2966www.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 spacing ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 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 10' 0" 2FLOOR TRUSSESBY OTHERFLOOR TRUSSESBY OTHERUNEXCAVATEDSTAIRWAYOPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLB2B1B33' 0" 41' 0" 44' 0" 2' 0" 23' 0" 19' 0" 44' 0" 15' 2"20' 10"10' 0" 46' 0" 36' 0" 10' 0" 46' 0" 2' 8"20' 4"19' 4"ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 6' 0" 2FLOOR TRUSSESBY OTHERB1B1B236' 0" 19' 0" 10' 0" 46' 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 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 8' 0" 2FLOOR TRUSSESBY OTHERB1B2B319' 0" 46' 0" 10' 0" 36' 0" Sheet: 1 of 3DWG: Basement BeamsFile: Plan # 5510By: PGDate: 11-2-19Scale: 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 # 5510D.R. HORTONBASEMENT BEAMSDESIGN = L/360BASEMENT BEAMSALL ELEVATIONSWALKOUT OPTIONLOOKOUT OPTION required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F0514'' 4500s JOISTS@ 19.2'' OCProductsPlotID Net Qty ProductLength PliesJ1 3 14" BCI® 4500s-1.8 42' 0" 1J2 12 14" BCI® 4500s-1.8 22' 0" 1J3 14 14" BCI® 4500s-1.8 18' 0" 1J4 12 14" BCI® 90s-2.0 24' 0" 1B1 6 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 6' 0" 2B3 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B4 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B5 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 12' 0" 2B6 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0" 2B7 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 18' 0" 2B8 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 10' 0" 1B9 3 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 22' 0" 3B10 4 Beam by others 4' 0" 1Ca1 15 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Bk1 1 14" BCI® 4500s-1.8 23' 0" 1Pt1 2 Post by others 10' 0" 1STAIRWAY14" 90s JOISTSTHIS AREAOPTIONALWINDOW HEADER(2) 1-3/4"X7-1/4"X8'VERSA LAM LVLPt1Pt1B4B1B1B2B3B6B5B7B8B9B10B10B10B10B1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J4J1J3J3J2Bk1Bk120' 10"1' 0" 23' 0" 19' 0" 44' 0" 2' 8"8' 6"41' 0" 44' 0" 15' 2"10' 0" 46' 0" 36' 0" 3' 0" 10' 0" 2' 0" 2' 4"ADDITIONPlotID Net Qty ProductLength PliesJ2 1 14" BCI® 4500s-1.8 22' 0" 1J4 1 14" BCI® 90s-2.0 24' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2REMOVEPlotID Net Qty Product Length PliesJ1 1 14" BCI® 4500s-1.8 42' 0" 1ROOF TRUSSESBY OTHER14" 90s JOISTSTHIS AREAPt1Pt1B1B1B1B1B5B8B9Ca1Ca1Ca1Ca1Ca1J3Bk110' 0" 15' 2"3' 0" 2' 0" 2' 4"14' 8"1' 0" 20' 10"46' 0" ADDITIONPlotID Net Qty ProductLength PliesB4 3 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 16' 0" 3B6 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 6' 0" 2REMOVEPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2ADDITIONPlotID Qty Manuf ProductH1 1 Simpson HUCQ410-SDS2.514" 90s JOISTSTHIS AREAROOF TRUSSESBY OTHERROOF TRUSSESBY OTHERPt1Pt1B1B4B1B7B10B11B6Ca1Ca1Ca1Ca1Ca1J4J3Bk1H120' 10"15' 2"8' 6"1' 0" 10' 0" 46' 0" 2' 4"2' 0" 3' 0" Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan # 5510By: PGDate: 11-2-19Scale: 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 # 5510D.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480ELEVATION AUPPER FLOOR FRAMINGELEVATION BUPPER FLOOR FRAMINGELEVATION DUPPER FLOOR FRAMING ProductsPlotID Net Qty ProductLength PliesB1 6 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 5 Beam by others 4' 0" 1ROOF TRUSSESBY OTHERGIRDER TRUSS BY OTHERROOF TRUSSESBY OTHERSTAIRWAYSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSOPTIONALWINDOW HEADER(2) 1-3/4"X7-1/4"X8'VERSA LAM LVLB1B1B1B2B2B2B2B26' 2"1' 0" 41' 0" 45' 0" 1' 0" 44' 0" 45' 0" 15' 2"36' 0" 8' 6"6' 2"3' 0" 36' 0" REMOVEPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2ADDITIONPlotID Net Qty Product Length PliesB2 2 Beam by others 4' 0" 1ROOF TRUSSESBY OTHERGIRDER TRUSS BY OTHERSINGLETRIMMERSOPTIONALWINDOW HEADER(2) 1-3/4"X7-1/4"X8'VERSA LAM LVLB1B2B2B2B215' 2"1' 0" 1' 0" 14' 8"36' 0" 6' 2"3' 0" REMOVEPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2ADDITIONPlotID Net Qty Product Length PliesB2 3 Beam by others 4' 0" 1ROOF TRUSSESBY OTHERGIRDER TRUSS BY OTHERSINGLETRIMMERSSINGLETRIMMERSOPTIONALWINDOW HEADER(2) 1-3/4"X7-1/4"X8'VERSA LAM LVLB2B2B2B2B1B26' 2"1' 0" 8' 6"1' 0" 36' 0" 6' 2"15' 2"3' 0" Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan # 5510By: PGDate: 11-2-19Scale: 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 # 5510D.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360ELEVATION AUPPER FLOOR HEADERSELEVATION BUPPER FLOOR HEADERSELEVATION DUPPER FLOOR HEADERS COPYRIGHT HANSON GROUP, LLC 2019©DescriptionNovember 8, 2019Project Number:Date:9.564S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445510-B-GL ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.com2x4 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(UPPER LEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)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 - 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.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 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.6.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.7.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 CODEPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack11-8-1946673Date: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.HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTS1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(3) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 6/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-312"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-312"±PROVIDE 14" x 4" CONCRETESCREWS @ 16" O.C. THRU SILLPLATE INTO FOUNDATION ATTHIS WALL PORTION INADDITION TO ANCHOR BOLTSPROVIDE 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 SYSTEM5S1FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 6/S1 FORALTERNATIVE OPTION-TO BEUSED w/ SILL PLATE OVERHANG)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'DALTERNATE HOLDOWNCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTIONS6S1FRAMING DETAILALTERNATE 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 STUDSFLOORSYSTEMCONCRETEFOUNDATIONBELOW(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(5-FT)(5-FT) (5-FT) ONE-SIDED (6-FT)(6-FT) (5-FT)(5-FT)(5-FT)(4-FT)(5-FT)(3-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINE BRACEDWALL LINEBRACEDWALL LINE(3-FT)(5-FT)(5-FT)BRACEDWALL LINE(3-FT)(5-FT)(5-FT)BRACEDWALL LINE(4-FT)(4-FT)PARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVEONLY APPLY TO LOOKOUT FOUNDATIONSMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1CONSTRUCTSHEARWALL ASSHOWN IN 5/S1(2.3-FT)(2.5-FT)(4-FT) DRH 5510 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 Tuesday, January 28, 2020 Rhvac is an ACCA approved Manual J and Manual D 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 5510 North Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH 5510 North Designed By:Michael Hoium Project Date:Monday, January 20, 2020 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/St. Paul AP, 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 29.39 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,031 CFM Per Square ft.:0.284 Square ft. of Room Area:3,629 Square ft. Per Ton:1,479 Volume (ft³) of Cond. Space:30,115 Building Loads Total Heating Required Including Ventilation Air:53,880 Btuh 53.880 MBH Total Sensible Gain:23,069 Btuh 78 % Total Latent Gain:6,366 Btuh 22 % Total Cooling Required Including Ventilation Air:29,435 Btuh 2.45 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D 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. M:\Sales and Estimating\Heat Calcs\DRH\DRH 5510 North.rh9 Tuesday, January 28, 2020, 12:32 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5510 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 2.45 1,479 3,629 23,069 6,366 29,435 53,880 627 1,031 1,031 System 1 2.45 1,479 3,629 23,069 6,366 29,435 53,880 627 1,031 1,031 12x15 Ventilation 943 3,944 4,888 6,314 Supply Duct Latent 223 223 Return Duct 109 98 207 731 Humidification 5,575 Zone 1 3,629 22,016 2,101 24,117 41,260 627 1,031 1,031 12x15 1-Basement 1,083 2,916 0 2,916 11,776 179 137 137 2--5 2-Main Floor 1,083 11,130 2,101 13,231 13,603 207 521 521 5--6 3-Second Floor 1,463 7,970 0 7,970 15,882 241 373 373 4--6 M:\Sales and Estimating\Heat Calcs\DRH\DRH 5510 North.rh9 Tuesday, January 28, 2020, 12:32 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5510 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-Builder Grade Low E Windows, Sliding Doors, or Sidelights, 0.32 U-Value, 0.30 SHGC, u- value 0.32, SHGC 0.3 385 10,722 0 6,807 6,807 Door 31UF: Door-Door - Exterior Door - 0.31 U-Factor, 0.23 SHGC 20 539 0 149 149 15A-15sffc-8: Wall-Basement, concrete block wall, R-15 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 232 686 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 48 163 0 0 0 R-20 12F-0sw: Wall-Frame, Custom, Wall-Frame, Custom, no board insulation, siding finish, wood studs 2661 15,048 0 2,299 2,299 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 4' floor depth 48 209 0 0 0 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 520 1,900 0 0 0 RJ R20 Closed Cell: Wall-Frame, Custom, Wall-Frame, Custom, Spray Foam R-20 420.1 2,376 0 232 232 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, Roof/Ceiling Under Vented Attic w/ Insulation on Attic Floor, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal. R-49 Blown Insulation. 1463 2,546 0 1,404 1,404 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 1083 2,544 0 0 0 P-32 R-32: Floor-Over open crawl space or garage, Custom, Floor - Over open crawl space or garage, Custom, R-30 Blanket insulation, 3/4" board insulation R-2, any cover 440 1,340 0 123 123 Subtotals for structure:38,073 0 11,014 11,014 People:6 1,200 1,380 2,580 Equipment:901 4,116 5,017 Lighting:1250 4,263 4,263 Ductwork:3,918 321 804 1,124 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 170, Summer CFM: 170 6,314 3,944 943 4,888 Humidification (Winter) 15.20 gal/day :5,575 0 0 0 AED Excursion:0 0 549 549 Total Building Load Totals:53,880 6,366 23,069 29,435 Check Figures Total Building Supply CFM:1,031 CFM Per Square ft.:0.284 Square ft. of Room Area:3,629 Square ft. Per Ton:1,479 Volume (ft³) of Cond. Space:30,115 Building Loads Total Heating Required Including Ventilation Air:53,880 Btuh 53.880 MBH Total Sensible Gain:23,069 Btuh 78 % Total Latent Gain:6,366 Btuh 22 % Total Cooling Required Including Ventilation Air:29,435 Btuh 2.45 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. M:\Sales and Estimating\Heat Calcs\DRH\DRH 5510 North.rh9 Tuesday, January 28, 2020, 12:32 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH 5510 North Plymouth, MN 55447 Page 5 Total Building Summary Loads (cont'd) Notes 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. M:\Sales and Estimating\Heat Calcs\DRH\DRH 5510 North.rh9 Tuesday, January 28, 2020, 12:32 PM 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 XR-20 XR-20 X R-21 X R-49 XR-49 XR-30 XR-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:60000 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:5 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 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 85 50%=88 100%=200 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 53880 HEAT GAIN 23069 COOLING LOAD 29435Mineral 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 170 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SD42060E17 Average U-Factor (excludes skylights and one door) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 18811 Houston Way ChokeCherry Hill 4th Plan ID 5510 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 Cell 01/21/2020 X KP