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LA182695 - 18288 Hideaway Ct Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov CANNOT HOOK TO CITY SEWER/WATER 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: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 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. 2014CCC1'-0"1'-0"1'-0"1'-0"6:126:126"1'-0"1'-0"1'-0"1'-0"1'-0" 6" 1'-4"6:126:126:126:126:12AABBBBAACC36' RIDGE VENT11' RIDGE VENT 8' RIDGE VENT3'-4"6:12ROOF PLAN1/8"=1'-0"OPTIONAL 3-CARAT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" TRIM 5" TRIM3 1/2" TRIM5" TRIM5" TRIMAT FRONT W/ SHUTTERS1/2"=1'-0"TYPICAL WDW TRIM5" TRIMHARRISON 'A' FRONTF6:12 PITCH3-CAR GARAGE1xXXXXXADDRESS NUMBERSTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOPFF1'-0"7 7/16"6126:12 PITCH1'-0"6:12 PITCHFDOPTIONAL STONE1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-72725465-A-3.1HARRISONDRAWN: 12-4-2015-AWPERMIT PLANS: 6-17-20-LLHALL RESIDENCECUST:AMERICAN CLASSICRAIN DIVERTEREREFAVINYL LAP SIDINGPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDNOT USEDC.B. BOARD-N-BATTEN8" TRIM-STONE: 154 SQ FT- 28.4%PLANSLOT 12, BLK 7, PINNACLE RESERVE AT AVONLEA18288 HIDEAWAY COURTPERMITRIGHT ELEVATION1/8"=1'-0"6126121'-0"7 7/16"1'-0"7 7/16"A6:12 PITCHLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1x CEDAR1'-0"1'-0"6:12 PITCHFLASH OVER ALL EXT OPGSASPHALT SHINGLESA1'-0"7 7/16"6126:12 PITCH6"7 7/16"612A1'-0"A6:12 PITCHA1'-0"40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2FF1261'-0"7 7/16"6121261'-4"GRADE ELEV =1023.9GRADE ELEV =1028.03GRADE ELEV =1023.9GRADE ELEV =1023.9GRADE ELEV =1023.9GRADE ELEV = 1028.03GRADE ELEV = 1028.7Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode06/29/2020dmathews 36'-0"6'-8"42'-8"24'-4"39'-0"40'-0" 42'-0" 8'-2"11'-10"18'-4"49'-0"20'-8"2'-2 1/2"2'-2 1/2"16'-3"13'-6 1/2"13'-7 1/4"3 1/2"FUTUREFAMILY RMUP16RUNEXCAVATED3'-8"15'-10"FUTUREBEDRMBASEMENT PLAN1/4"=1'-0"TYP. WINDOW HEAD HEIGHT AT 7'-0" 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/MFR10'-0"2'-0" 18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS 16"x8" CONC. FTG.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS10" TREAD CUT POURED CONC. WALL8" THICK, 8'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK16"x8" FTG.POURED CONC. WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE16'-0"6'-0"POURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL2x6 BRNG WALL6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE20'-0"10'-0"8'-3" M.O.7 1/2"8'-3"1'-1 1/2"2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.6'-4"7'-2"5036 SLIDER5036 SLIDER2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE16x8 CONC. FTG.8" THICK, 3'-6" HIGH2-8HDR4'-2"18'-4"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. 2014C2X8"18" MFD FLOOR TRUSSESINSTALL PER MFRS SPECS16'-6"19'-6"RADONVENT PIPE12'-0"COCKSILLSUMP WHF.D.MECH./STORAGEACHV8'-2"12'-2"2-68'-0"3'-10"4'-0"154 SQ. FT.34x48FBGL SHWR36"2'-6"5-0R/I3/4B68 SQ. FT.2-6HDR2-48"9'-9 1/4"5'-4 3/4"14'-2"11'-4"5036 SLIDER2'-1"7'-6"10'-2"3-2x8 FLUSH BEAM3-2x8 FLUSH BEAMTREATED 2x8's16" ON CENTER6x6 TREATED POST18" CONC. PIER FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE8'-7"5'-5"8"8"CANT. JOISTS1/2"=1'-0"FRONT PORCH LEDGER SECTION5 3/47 1/4"7 1/4"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST5 3/4" FROM1 1/2"AND BELOW TREATED2x8 LEDGERSTRTD 2x8 JOISTS16" O.C.(8) 10d COMMON NAILSTREATED 2x8(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB18" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1x10 CEDAR SKIRTAT DROPPED BEAM1x10 CEDAR SKIRTAT DECK RIM JOISTBLOCKING AS REQ.FOR SKIRT SUPPORTDROPPED BEAMUSP LTS19-TZ BRACINGAND WOOD BLOCKINGSEE PAGE 5 FOR DETAILS2x12 BLOCKING2x12 BLOCKINGFRONT PORCH SKIRT DETAIL1/4"=1'-0"POINT LOAD ABOVE30x30x12 CONC. FTGPOINT LOAD ABOVE30x30x12 CONC. FTG425 SQ. FT.20'-2"TPH 24" TOWEL BARHARRISON 5465-A-3.1PC#748: 3-6-20-LLPC#754: 4-22-20-LLPERMIT PLANS: 6-17-20-LL1015 SQ. FT.10'-0"49'-0"FOUNDATION INSULATIONFRONT FOUNDATION WALL:-30 SQ FT/59 LIN FT= 0.51 RATIOR-10REAR FOUNDATION WALL:-20 SQ FT/39 LIN FT= 0.51 RATIORIGHT SIDE FOUND. WALL:-58-74 SQ FT/36 LIN FT= 2.06 RATIOLEFT SIDE FOUND. WALL:-48-62 SQ FT/16 LIN FT= 3.0 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTS22x22x12CONC. PAD FTG.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 TRUSS4'-0"POINT LOAD ABOVE30x30x12 CONC. FTGSILL COCK12'-0"(MIN. 21" DIAMETER IF CLAY SOILS)RADONVENT PIPE2'-1"30x30x12CONC. PAD FTG.SIMPSON DTT1Z ORSIMPSON DTT1Z ORSIMPSON DTT1Z ORPLANS18288 HIDEAWAY COURTPERMITPLAN OPTIONSWALKOUT BASEMENTWINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.322WS14X14 DECKTREATED 2x10's16" ON CENTER14'-0"4'-0"X5'-0" WOODLANDING4'-0"(3)2X10 HDR(2)2X10 HDR 7'-0"7'-0"14'-0"6X6 POST16" CONC.4'-0"10'-0"POST FTG.6X6 POST18" CONC.POST FTG.6X6 POST16" CONC.POST FTG.6X6 POST16" CONC.POST FTG.VERIFY # OF RISERS W/ GRADE 4TH STALL GARAGE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGH6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE14'-0"BRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEM4'-0"4'-0"BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEM4'-0"4'-0"MAX.LOOKOUT &FULL BSMNTFBS AT:LOOKOUT &FULL BSMNTFBS AT:THRU FOOTINGSGROUNDING RODDROPPED 8"8" STEP IN TOPOF FOUNDATION8" STEP IN TOPOF FOUNDATION(3) 2x10 TREATED HDRAPPROVED HANGERS2x10 CEDARTREATED 2x10 JOISTSCEDAR DECKING3'-0" MIN.POSTSPOST ANCHORAPPROVED GALV.BOTH ENDS2" GALVANIZED DRIP CAP(DO NOT FASTEN DECKING2x4 CEDAR S4S2x6 CEDAR S4S2x2 CEDAR S4S5" ON CENTER THROUGH FLASHING)5 1/2" FROM TOP OF SUBFLOORTO TOP OF JOISTS45 BEVEL CUT0AT 16" O.C.5/4" x 6" 1/2"=1'-0"DECK DETAILS6x6 TREATEDRIM16"16" DIAMETER5'-0" FROST PROTECTION CONC. PIERCEDAR2x4 CEDAR S4S2x6 CEDAR S4S5'-0"1"5/4" CEDARDECKING45 BEVEL CUT(TOP OF BALUSTERS)034" TO 38"2X2 CEDAR S4SAT 5" O.C.2X6 CEDAR PLOWEDBOTTOM ANGLE TOMATCH STAIRS(2) 5/4 CEDAR TREADS1X8 CEDAR RISERS2X12 CEDARSKIRT BOARDS5/4 CEDARDECKING5X6 BROWN TRTD. TIMBERS2X12 CEDARSKIRT BOARD2X2 CEDAR S4SAT 5" O.C.2X6 CEDARPLOWED1/2"=1'-0"CEDAR DECK STAIR DETAILS(4) 2x10 TREATED STRINGERSEQUALLY SPACED5 1/2"2" DRIP CAP5/4" DECKING2x10 TREATED JOISTSRIM BOARD1-1/8" OSBUSP 1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS18" FLOOR TRUSSES(GALV. OR STAINLESS STEEL)WALKOUT WALLSFULL, LOOKOUT,1/2"=1'-0"REAR DECK LEDGER DETAIL3/4" SUBFLOOR5 1/2"9-1/4"2x10 DECKLEDGER2x6 EXTERIOR WALL18" FLOOR TRUSSES . 2"MIN.X2x6 EXTERIOR WALL3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 4"SUBFLOOR TOTOP OF LEDGER19.2" O.C.FLOOR TRUSSES(SEE PLAN FOR WALL COND.)LATERAL LOAD CONNECTION: USP(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHER1/2"=1'-0"REAR DECK LEDGER SECTIONBLOCKING, LAID FLAT(2) TRTD 2X12(8) 16D NAILS ON INSIDE(8) 30D NAILS ON OUTSIDE.BLOCKING, LAID FLAT(2) TRTD 2X12(8) 16D NAILS PER SIDELTS19-TZ & LBP12-TZ WASHER, (4) PER DECKRATED AT 750 # EACH, SPACED EVENLYMIN. 3" PENETRATION THRU OSB RIM & FLR TRUSSMAX. 24" FROM END OF LEDGER3"LAG SCREWS1/2" DIAMETERLAG SCREWS1/2" DIAMETER2" FROM TOPOF LEDGERLAG SCREW TO BEMIN. 2" FROM EDGE12" O.C. DECK UNDER 14'-0" SPANINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(2)9-1/2 Versa-Lam(2)7-1/4 Versa-Lam KIT.HD-FLR4'-8 1/2"UP16RDN16R16'-0"6'-0" 40'-0" 42'-0" 36'-0"6'-0"42'-0"12'-0"19'-6"49'-0"20'-8"2'-8"2'-0"10'-4"10'-4"1ST FLOOR PLAN1/4"=1'-0"1081 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 8'-0" U.N.O.BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRGREATROOMCPT.39'-0"6'-4"FOYERHD-FLR16x7 OVERHEAD DOORWOOD PORCH18'-4"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. 2014C3XHARRISON 5465-A-3.1PC#748: 3-6-20-LLPC#754: 4-22-20-LLPERMIT PLANS: 6-17-20-LLW/ WOOD CAP36" HIGH HALF WALL20'-2"10' TREAD CUT W/ 14" TRANSOM8-0 x 8-0 OPG3-0 W/3050-2 SHDROPPED BEAM16" WIDE DROPPED SOFFIT(SEE SECTION)11'-4"4'-8"3'-4"8x7 OVERHEAD DOORMFD TRUSSES AT 24" O.C. FLUSH BEAM 2'-0" 4'-2"FLUSH LVL BEAM6'-0"2'-3"2-0FLEXCPT.DININGHD-FLR10'-0"4'-6"14" MFD I-JOISTSINSTALL PER MFRS SPECS14" MFD I-JOISTSINSTALL PER MFRS SPECS 4'-8 1/2"6'-7 1/2"TRANSOM2x67'-6"10'-2"8"2'-4"1'-4"6'-8"8'-0"4-05'-0"6'-4"10'-7 3/4"7'-0"6'-0 1/2"6'-4 1/4"DWSINK2X4 WALLS FRAMED34 1/2" A.F.F.12" OVERHANGTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN6068 SGD126 SQ. FT.14" MFD I-JOISTS INSTALL PER MFRS SPECS 5'-3"4'-9"3'-1"3 1/2"12'-0"6'-4"4'-5 3/4"4'-11 3/4"GAS FPRGH OPG42"x40 1/8"6'-1 1/2"3'-3"6'-8"4'-9 1/4"3040 SH7'-6"2-85'-9"2-44'-7 3/4"3-0 x 8-0 OPG 9'-11"1/2 BHD-FLRTPH 24" TOWEL BARHD-FLRW.I.C.2-89'-5"9'-5"MUD RMHD-FLR2-4PED.5'-10"2X6WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC3-0 DOOR0.31#1FOYER0.233050 SH1OPT BEDRM #22W 3050 SH1FLEX2W 3050 SH1GREAT ROOM6068 SGD W/ TRANS.1DINING38.25" X 95.25"0.3136 1/4" X 60 1/4"0.310.310.3172 1/8" X 60 1/4"0.310.3172 1/8" X 60 1/4"0.3172 1/8" X 94"0.323040 SH1W.I.C.0.3136 1/4" X 48"0.31CPT.HD-FLR2'-8"3'-6"3050-2 SH13'-4"7'-7"10'-0"49'-0"ON ALL WALLS & CEILINGGYP. BOARDNOTE: FLOORING ATTOP LANDING TOMATCH GREAT RM6'-4"4'-0"FLOOR LINE ABOVEGIRDER TRUSSPOINT LOAD FROM ABOVEDROPPED BEAMCHANGE INWALL HEIGHTS22'-0"22x30ATTICACCESS2'-3"RADONVENT PIPE2x66'-8 3/4" INSIDE FRAMING1-1/2" FURREDWALL1-1/2" FURREDWALL20 AMP.MICRO HOODCIRCUITCOOKTOPVENT HOODTO OUTSIDE 36" GASREF.OVENPLANS18288 HIDEAWAY COURTPERMITPLAN OPTIONSGOURMET KITCHENGAS FIREPLACEFAMILY ROOM LIGHT PACKAGEDINING ROOM LIGHT PACKAGEKITCHEN PENDANT LIGHT PACKAGEDN RISERS WITH GRADEVERIFY NUMBER OFNOTE:4'-0"10'-0"DECK14'-0" X 14'-0"14'-0"18'-0"14'-0"4'-0"GARAGESLOPE TO DOORS4" CONC FLOOR846 SQ. FT.TYPICAL 2x6 GARAGE WALLSGAS LINEFOR FUTUREHEATERWALLS & CEILINGINSULATE GARAGENOTE: STEP IN SIDEWALKAS NEEDEDDROPPED 8"STEPSAND 1/2 WALLWOOD STEPSNOTE: TREATED 2x10's 16" ON CENTER (3) 2x10 TREATED HDR W/ (1) 2x10 CEDAR RIM(1) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM 2x10 GALV.HANGERS2x10 GALV.HANGERS1/2"=1'-0"DECK FRAMING DETAILS14'-0"14'-0"(3) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM 4'-0"4'-0"(2) 2x10 TREATED HDR W/ (1) 2x10 CEDAR RIM7'-0"7'-0"USP LTS19-TZCONNECTORS ON2'-0" MAXEQUALEQUALEQUAL2'-0" MAXLEAVE 1 1/2" SPACE BETWEEN DECK AND STAIR SKIRT BOARDNOTE:2x12 BLOCKING ORUNDERSIDE OF 2X10 TREATED JOISTS(4) 2x10 TREATED STRINGER SPACED EVENLYUSP LTS19-TZ2x 4 S W A Y B R A C I N G A S R E Q ' D5/4" CEDAR DECKINGSIMPSON DTT1Z ORSIMPSON DTT1Z OR3.3666Shearwall555776.5PFHPFHPROVIDE 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 SYSTEM2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 3/S2 FORALTERNATIVE OPTION-TO BEUSED w/ SILL PLATE OVERHANG)BLOCK THROUGH FLOORSYSTEM AT HOLDOWNLOCATIONS AS REQ'D(2)9-1/2 Versa-Lam(2)9-1/2 Versa-Lam(1)14" Versa-Lam(1)14" Versa-Lam(3)14" Versa-Lam(3)18" Versa-Lam(2)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam(2)14" Versa-Lam(2)7-1/4 Versa-Lam 39'-0"3'-6"11'-4"7'-1"7'-6"2'-6"14'-7"7'-10"36'-0"4'-0"40'-0"11'-8"12'-6"11'-10" 2'-6"13'-2" 40'-0" 8'-6 3/4"15'-9 1/4"39'-0"20'-8"5'-6"5'-6"18'-4"6'-0"OWNERSBEDRMCPT.2ND FLOOR PLAN1/4"=1'-0"BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR1441 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'-10 1/2" U.N.O.MFD TRUSSES AT 24" O.C.GIRDER TRUSSThese 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. 2014C4XHARRISON 5465-A-3.1PC#748: 3-6-20-LLPC#754: 4-22-20-LLPERMIT PLANS: 6-17-20-LL72"W.I.C.CPT.BEDRM #3CPT.BEDRM #4CPT.BEDRM #5CPT.GAMEROOMCPT.10'-2" 5'-8" 7'-8" 3'-6" 4'-8"6'-6"6'-6"4'-9"1'-9"3'-8"7'-0"2'-6"3'-8"2'-8"2'-6"13'-2"3'-8"11'-6"9'-2"4'-8"6'-4"12'-6"2-42-42-62-42-62-62-65-04-04-04-0HD-FLRBATH #2DN16RMFD TRUSSES AT 24" O.C.34x60 FBGLSHWR72"OWNERSBATHHD-FLR2-442x60FBGL TUB3'-9"3040 SHTEMP GL2'-7 3/4"5'-1 3/4"2'-6"3 1/2"5'-1 3/4"3050 SH3050 SH6'-10"6'-4"3050-2 SH3050 SH42" HIGH HALF WALL W/ WOOD CAP4'-7"7'-0"RADONVENT PIPE5-0TUB/SHWR2x6 WALL 5'-10"1'-11"1'-9"2'-9"6'-2"22x30ATTICACCESS2-8HD-FLRLAU.WASHDRY2x6 WALL3'-11"6" SPLASH7'-1 3/4"1'-6"3'-4 1/2"135°135°TPH24" TOWEL BARTPH24" TOWEL BAR WINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#1BEDRM #42W 3050 SH1OWNERS BEDRM3050 SH1GAME ROOM3050 SH1BEDRM #33040 SH1OWNERS BATH3050 SH1BEDRM #50.310.310.310.3172 1/8" X 60 1/4"0.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 60 1/4"0.310.3136 1/4" X 48"0.313030-2 FX3050 SH2'-6"9'-2"3050 SH36 1/4" X 60 1/4"1BEDRM #40.310.312W 3030 FX72 1/8" X 36 1/4"PANICPANPLANS18288 HIDEAWAY COURTPERMITPLAN OPTIONSTILED SHOWER SURROUNDBATH #2 DOUBLE BOWL VANITYFLOOR MOUNTED LAUNDRY TUB(2)7-1/4 Versa-Lam(2)7-1/4 Versa-LamVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.53-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). FUTUREFAMILY RMUNEXCAVATEDFUTUREBEDRMThese 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. 2014C5XRADONVENT PIPE1/4"=1'-0"ELECTRICAL PLANUNFINISHED BASEMENTA/CWPLOW VOLTAGESYSTEM RECEPTACLESDSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFISUMPWHF.D.ACHVMECH./STORAGER/I3/4BHARRISON 5465-A-3.1PC#748: 3-6-20-LLPC#754: 4-22-20-LLPERMIT PLANS: 6-17-20-LLSSSMART HOMESYSTEM RECEPTACLEWATER SOFTRECEPTACLEWS KIT.1/4"=1'-0"GREATROOMFOYERGARAGEPORCHThese 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. 2014C6XHARRISON 5465-A-3.1PC#748: 3-6-20-LLPC#754: 4-22-20-LLPERMIT PLANS: 6-17-20-LLFLEXELECTRICAL PLAN1ST FLOORDISP.DWUSBSTCHIME SWPSSSSSWP SSPRINKLERSYSTEMRECEPTACLEGFICEILING FANROUGH-INSS SSD SDSDSSSD/CMDCSSOWNERSBEDRM1/4"=1'-0"BEDRM #3BEDRM #4W.I.C.BEDRM #5GAMEROOMBATH #2LAU.OWNERSBATHELECTRICAL PLAN2ND FLOORSSDS SSD/CMDSS S GFIS GFISSS 22x30ATTICACCESSFANLFANSLLLLL LLRADONVENT PIPESFANLLLLLLDININGLL1/2 BSFANSGFI CSS SSS W.I.C.MUDROOMS SSHCP SGFISSSSMART HOMESYSTEM RECEPTACLE22x30ATTICACCESSDDDDDLLLLLLLLLLLLRADONVENT PIPESPEND.PEND.4'-0"7'-8 1/2"7'-9"VENT HOODTO OUTSIDE TECH TUBESTRAIGHT UPFOR FUTURE HEATERINCLUDES OUTLET &THERMOSTAT WIRINGGAS LINED 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. 2014C7XHARRISON 5465-A-3.1PC#748: 3-6-20-LLPC#754: 4-22-20-LLPERMIT PLANS: 6-17-20-LL9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 1/4" 8'-1 1/2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOORMFD TRUSS1'-0"6127 7/16"MFD TRUSS36'-0"1/4"=1'-0"CROSS SECTION A-A9'-1 1/8" 10'-3 7/8"CONC WALL9'-8 1/4" 8'-1 1/2"8'-1 1/8"3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR14" MFD I-JOISTSMFD TRUSS1'-0"6127 7/16"MFD TRUSS61236'-0"1/4"=1'-0"CROSS SECTION B-B4" CONC. FLOORGIRDER TRUSS4'-0"1'-0"612GARAGEFOYERGAMEROOMGREATROOM1'-4"6'-0"DROPPED BEAMGREATROOMBEDRM #4FLUSH BEAMBEDRM #3OWNER'SBEDRM18" MFD FLOOR TRUSSES14" MFD I-JOISTS16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE1'-4"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE2x8 JOISTS5/4" DECKING2-2x8DROPPED BEAM6'-0"6'-8"TOP OF THRESHOLDTO TOP OF JOIST5-3/4" FROMSET ON 6" THICKPOURED CONC. WALLCONC. SIDEWALKCANT.JOISTS8"WOODPORCH18" MFD FLOOR TRUSSES1'-4"6122'-0"11'-1 3/8"1'-4"1'-1 7/8"6129 7/8"DROPPED 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. 2014C8XHARRISON 5465-A-3.1PC#748: 3-6-20-LLPC#754: 4-22-20-LLPERMIT PLANS: 6-17-20-LLTYPICAL PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN5/4" x 3" - WOODGRAINOVER5/4" x 10" - WOODGRAINWOODGRAIN PANEL5/4" x 3" - WOODGRAIN5/4" x 10" - WOODGRAIN10" SQUARE COLUMN9 1/2"9 1/2"6x6 POSTBLOCKING2x4 TREATED1/2" OSB4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)4/4" x 2" - WOODGRAINCORNER TRIM(SIDES)4/4" x 3" - WOODGRAINCORNER TRIM(FRONT & REAR)2"=1'-0"1/4"=1'-0"GARAGE SLAB LEDGE DETAIL1/2" SHEATHINGMIN. R-20 INSULATION2x6 STUDS AT 16" O.C.HOUSE WRAPSIDING PER ELEV.BARRIER PASTACOUSTICAL SEALANTEXTEND POLY VAPOR1-1/2" THERMAX2-1/4"X12" DUCTINSULATION(R-10 x 2)1/2"=1'-0"WALL DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.TYPICAL WALL 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 TRUSSESA I R C H 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 BARRIERALUMINUMCORNICEVENTS50% TO 80% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806EXT. SPRAY-ON WATERPROOFINGWATCH DOG + ENERGY SYSTEMTREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINUOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ SILL SEALERMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE (R506)6 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"9'-8 1/4"8'-1 1/2"8'-1 1/8"39'-0"3 1/2" CONC. FLOOR6'-8"MIN HEADROOM HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATA3/4" 250 SUBFLOOR14" MFD I-JOISTS3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL18" MFD FLOOR TRUSSES1/4"=1'-0"CROSS SECTION C-CLAU.BATH#26'-8"MIN HEADROOM 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. 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 4' 0" 2B2 2 Beam by others 6' 0" 1B3 2 Beam by others 4' 0" 1UNEXCAVATEDSTAIRWAYFLOOR TRUSSESBY OTHERSPORCH FRAMINGBY OTHERSOPTIONAL EGRESSWINDOW HEADER(2) 1-3/4"X7-1/4"X6'VERSA LAM LVLB1B3B3B2B242' 0" 6' 0" 36' 0" 20' 8"18' 4"39' 0" 20' 2"16' 0" 10' 0" 2' 0" 24' 0" 16' 0" 10' 0" 4' 0" 4' 0" 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 9-1/2" VERSA-LAM® 2.0 3100 SP 6' 0" 2B3 1 Beam by others 6' 0" 1B1B2B339' 0" 16' 0" ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 4' 0" 2B2 1 Beam by others 8' 0" 1B3 1 Beam by others 4' 0" 1B3B2B139' 0" 16' 0" UNEXCAVATED4TH STALL OPT.AT THIS AREA16' 0" 24' 0" 2' 0" 10' 0" 4' 0" 20' 8"10' 0" Sheet: 1 of 4DWG: Basement BeamsFile: Plan #5466-A-GRBy: Anthony EstevezDate: 10-22-18Scale: 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 #5466-A-GRD.R. HORTONBASEMENT BEAMSDESIGN = L/360BASE MODELBASEMENT BEAMSWALKOUT OPTIONLOOKOUT OPTIONFOURTH STALL OPTION 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 22' 0" 1B3 5 Beam by others 4' 0" 1Pt1 2 5-1/4" x 5-1/4" VERSA-LAM® 1.7 2650 SP 10' 0" 1STAIRWAYSINGLETRIMMERSSINGLETRIMMERSRELOCATE WINDOWHEADER AT WALK-INSHOWER OPTIONSINGLETRIMMERSSINGLETRIMMERSPt1Pt1B2B3B1B1B3B3B3B340' 0" 39' 0" 36' 0" 4' 0" 18' 4"20' 8"Sheet: 3 of 4DWG: Upper Floor HeadersFile: Plan #5466-A-GRBy: Anthony EstevezDate: 10-22-18Scale: 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 #5466-A-GRD.R. HORTONUPPER FLOOR HEADERSDESIGN = L/360BASE MODELUPPER FLOOR HEADERSDETAIL N/A ProductsPlotID Net Qty ProductLength PliesJ1 2 14" BCI® 4500s-1.8 18' 0" 1J2 17 14" BCI® 4500s-1.8 16' 0" 1J3 7 14" BCI® 6000s-1.8 40' 0" 1J4 15 14" BCI® 6000s-1.8 20' 0" 1B1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 20' 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" 2B4 4 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 8' 0" 2B5 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 22' 0" 2B6 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 20' 0" 1B7 2 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 18' 0" 2B8 3 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 16' 0" 3B9 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 6' 0" 1B10 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 2' 0" 1B11 3 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP 22' 0" 3B12 1 Beam by others 8' 0" 1B13 2 Beam by others 4' 0" 1Ca1 12 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Pt1 1 5-1/4" x 5-1/4" VERSA-LAM® 1.8 2750 SP 12' 0" 1Pt2 1 5-1/4" x 7" VERSA-LAM® 1.8 2750 SP 12' 0" 1Pt3 2 Post by others 8' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 2 Simpson HU11H2 1 Simpson HUCQ1.81/11-SDS1.75H3 13 Simpson IUS1.81/14H4 22 Simpson IUS2.37/14STAIRWAYPORCH FRAMINGBY OTHERSBCI 4500s@ 19.2" OCBCI 4500s@ 19.2" OCBCI 6000s@ 19.2" OCBCI 6000s@ 19.2" OCSTART FRAMING HEREJOISTS @ 19.2" OC (U.N.O.)GARAGEOPTIONAL 6 FTWIDE WINDOW"BEAM BY OTHERS"Pt3Pt3Pt1Pt2B5B6B8B6B4B4B10B13B12B9B1B2B3B7B13B11Ca1Ca1Ca1Ca1Ca1Ca1Ca1Ca1J2J3J4J2J2J1J4H3H4H4H3H3H1H1H220' 8"18' 4"39' 0" 6' 0" 36' 0" 1' 7 3/16"1' 4"10' 0" 16' 0" 10' 0" 4' 0" 24' 0" 2' 0" 42' 0" GARAGE4TH STALL OPT.AT THIS AREASTAIRWAY16' 0" 10' 0" 2' 0" 24' 0" 10' 0" 20' 8"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2B2 1 Beam by others 4' 0" 1STAIRWAYSINGLETRIMMERSB1B239' 0" 36' 0" 16' 0" 10' 0" Sheet: 2 of 4DWG: Upper Floor FramingFile: Plan #5465v2-A-GRBy: Anthony EstevezDate: 2-2-19Scale: 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.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 #5465v2-A-GRD.R. HORTONUPPER FLOOR FRAMINGDESIGN = L/480BASE MODELUPPER FLOOR FRAMINGFOURTH STALL OPTIONBED W/ BATH OPT COPYRIGHT HANSON GROUP, LLC 2020©THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLFRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 3, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESSCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION ISTO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIP OR EQUIVALENT AND (4) 0.131"Ø x 3"TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12) 0.131"Ø x 3" INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3" FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.TALL WOOD WALL FRAMING IS TO BE DESIGNED BY SUPPLIER FOR GRAVITY AND OUT-OF-PLANE WIND LOADS.9.THE ENTRY PORCH IS CONSIDERED TO BE A PRIMARILY OPEN, NON-ESSENTIAL PORTION OF THE STRUCTURE AND ISEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:115 MPH ULTIMATE EXP. BCODE2020 MINNESOTA RESIDENTIAL CODEHARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTROOF TRUSSESFASTENED TO PLATESw/ (4) 0.131"Ø x 3"TOENAILS & SIMPSONH2.5 CLIPNAIL BOTTOM PLATETO RIM/JOIST/BLOCKING w/ (3) 16dNAILS EVERY 16"NAIL BOTTOM PLATETO RIBBON BRACE /TRUSS w/ (3) 16dNAILS EVERY 16"NAIL EACH JOIST TOTOP PLATES w/ (3)0.131"Ø x 3" NAILS2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATESw/ (3) 0.131"Ø x 3"NAILS EACHNAIL EACH TRUSS TOTOP PLATES w/ (3)0.131"Ø x 3" TOENAILSROOF TRUSSFASTENED TOPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL RIM TOPPLATES w/0.131"Ø x 3"TOENAILS@ 6" O.C.NAIL BOTTOMPLATE TO LADDERTRUSS w/ (3) 16dNAILS EVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/0.131"Ø x 3"NAILS @ 6" O.C.INTERIOR WALLPERPENDICULAR TO FRAMINGINTERIOR WALLPARALLEL w/ FRAMING2x4 BLOCKING BETWEENROOF TRUSSES NAILEDTO TOP PLATES w/ (3)0.131"Ø x 3" NAILS EACHNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN JOISTSNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH JOIST TO TOPPLATE w/ (3) 0.131"Ø x 3" NAILSNAIL BOTTOM PLATE TOBLOCKING w/ (3) 16dNAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEEN TRUSSESNAILED TO TOP PLATES w/(3) 0.131"Ø x 3" NAILS EACHNAIL EACH TRUSS TO TOP PLATEw/ (3) 0.131"Ø x 3" TOENAILSPROVIDE ROOF TRUSSDIRECTLY IN LINE w/BRACED WALL PANELFASTENED TO PLATESw/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE JOIST DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSS DIRECTLYIN LINE w/ BRACED WALLPANEL FASTENED TOPLATES w/ 0.131"Ø x 3"TOENAILS @ 6" O.C.DescriptionMarch 31, 2020Project Number:Date:0.144S11Sheets: of2D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445465-A-GR ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack3-31-2046673Date: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.(4-FT)(4-FT)(4-FT)(4-FT) (4-FT)(4-FT)(3-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(6-FT)(6-FT) (5-FT)(5-FT) (4-FT)(6-FT)(6-FT)(6.5-FT)(6-FT)(5-FT)(3.3-FT)(4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(5-FT)(5-FT)(5-FT)(5-FT)(4-FT)BRACEDWALL LINEBRACED WALL LINE BRACED WALL LINE (7-FT)(7-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE(2.5-FT)(3-FT)(6-FT)(3-FT)(3-FT)BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINE(3-FT)(3-FT)(2.5-FT)(3.5-FT)(4-FT)(4-FT)(4-FT)(3-FT)(6-FT)(7-FT)(6-FT) BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEPARTIAL LOWER LEVEL HOUSE PLANSHOWN FOR LOCATION REFERENCE ONLY1S1REFERENCE PLANTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO WALKOUT FOUNDATIONS w/ SUN ROOMTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUT FOUNDATIONS w/ SUN ROOMMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANSUN ROOM OPTION4th-STALL OPTIONUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY3S1REFERENCE PLANOPTIONALWINDOWOPTIONALWINDOWSCONSTRUCTPORTAL FRAMEAS SHOWN IN 1/S2CONSTRUCTSHEARWALL ASSHOWN IN 2/S2(5-FT) S2FRAMING DETAILGARAGE FRONT PORTAL FRAME1NOTEINFO 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 HEADER HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)PROVIDE 2x6 INFILL WALLABOVE HEADER AS REQ'DSIMPSON STHD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 3/S2 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'-212"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-212"±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 SYSTEM2S2FRAMING DETAILNOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.FASTEN FRAMING ABOVE ASSHOWN FOR BRACED WALL PANELSSIMPSON STHD14RJ EMBEDDEDHOLDOWN ANCHOR AT LOCATIONSSHOWN (REFER TO 3/S2 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 OPTIONS3S2FRAMING 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 STUDSFLOORSYSTEMCONCRETEFOUNDATIONBELOWCOPYRIGHT HANSON GROUP, LLC 2020©DescriptionMarch 31, 2020Project Number:Date:0.144S22Sheets: of2D R Horton 20860 Kenbridge Court #100Lakeville, MN 550445465 ModelAll Elevations GL & GRMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comDateRevisionPrint Name:Signed: License Number:Ryan Mack3-31-2046673Date: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. 1 2015 Mechanical & Energy Code – Ventilation, Makeup, and Combustion Air Calculations Please submit at time of application of a mechanical permit for new construction This form must be posted at the jobsite at the time of the rough-in inspection. Notes: Instructions and example forms are available at the Building Safety website and at the Building Safety office. This form must be submitted at the time of application of a mechanical permit for new construction. Additional forms may be downloaded and printed at: Site address 5465 Date 10/29/2018 Contractor SilverTree By Kris L Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R403.5..2, 2015 Minnesota Energy Code) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms 3537 Total required ventilation Continuous ventilation 170 5 85 Directions - Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. Insert the square footage, total required ventilation and continuous ventilation in the Mechanical Submittal form. The table and equation are below. Table R403.5.2 2015 Minnesota Energy Code Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/;83 180/90 195/98 210/105 225/113 Equation R403.5.2 2015 Minnesota Energy Code (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average for each one-hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuously may have automatic cycling controls providing the average flow rate for each hour is met. 2 Section B Ventilation Method (Choose either balanced or exhaust only) ☒Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. ☐Balanced powered intake and exhaust Continuous fan rating in cfm Low cfm: 50%= 88 cfm High cfm: 100%= 176cfm Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions - Choose the method of ventilation; balanced utilizing a HRV or ERV, or balanced utilizing a powered intake and exhaust. When utilizing a single stage HRV or ERV, or a powered intake and exhaust, only the low cfm will be entered in the ventilation form. The balance of the total ventilation is required to be provided by additional ventilation fans. Be advised, fans that are utilized for the continuous and total ventilation requirements must be 1 sone or less and be rated for continuous duty. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Total Ventilation Directions - The ventilation fan schedule should describe what the fan is being used for; the location, cfm, and whether it is used for continuous or total ventilation. The HRV, ERV or fan that is being utilized for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rating. (For instance, if the low cfm is 40 cfm, the continuous ventilation HRV or fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous ventilation) ERV runs at 50% per hour= 88cfm ERV capable of 176 cfm @ 100% run time- as needed Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance; in addition, related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed and interfaced with the air handling equipment. Installation must conform to the manufactures’ installation instructions. The installation must be capable of delivering air to each habitable space in the structure. Air distribution may be provided by a forced air circulation system, separate duct system or individual inlets. Section E Make-up air for ventilation Passive (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Powered (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Interlocked with exhaust device (determined from calculations from 2015 Minnesota Mechanical Code, Table 501.4.1) Other, describe: Location of duct or system ventilation make-up air: (Determined from make-up air opening table, Table 501.4.2.) 3 NR Cfm -165 Size and type (round, rectangular, flex or rigid) (NR means not required) Directions - In order to determine the makeup air for ventilation, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if kitchen hoods exceed 300 cfm, atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The ventilation make-up air supply must communicate with the exhaust appliances. Table 501.4.1, 2015 Minnesota Mechanical Code PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST APPLIANCES IN DWELLING UNITS (Additional makeup air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan-assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1.Enter the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 3603 Estimated House Infiltration (cfm): [1a x 1b] 540 2. Exhaust Capacity ERV= 0 a) clothes dryer (cfm) 135 135 135 135 b) 80% of largest exhaust rating (cfm); (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) 240 c) 80% of next largest exhaust rating (cfm); (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) NA Total Exhaust Capacity (cfm); [2a + 2b +2c] 375 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) 375 b) estimated house infiltration (from above) 540 Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) -165 4. For makeup Air Opening Sizing, refer to Table 501.4.2 Not required, negative number A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan-assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Be advised: 2015 Minnesota Mechanical Code, Section 505.2, Installation of exhaust hood systems capable of exhausting in excess of 400 cfm shall be provide with makeup air at a rate approximately equal to the exhaust air 4 rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2, 2015 Minnesota Mechanical Code One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan-assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 - 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90- degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Make-up air for combustion Not required per mechanical code (No atmospheric or power vented appliances) X Passive (see IFGC Appendix E, Worksheet E-1) Size and type 4” Rigid duct or 5” Flex Other, describe: Explanation - If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Directions - The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method (KAIR). For new construction, 4b of step 4 is required to be filled out. The example assumes a typical 3,000 square foot home with a finished basement that has a mechanical room that is 10 feet wide by 5 12 feet long with an 8 foot ceiling. It also assumes installation of a 70,000 btu, 2 pipe condensing furnace; and a 40,000 Btu, power vented water heater. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: __ Draft Hood __ Fan Assisted Direct Vent Input: _Btu/hr FURNACE IS SEALED COMBUSTION (not fan-assisted & Power Vent Water Heater: __ Draft Hood X_ Fan Assisted __ Direct Vent Input: _40,000 ________ Btu/hr (not fan-assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: _2304 ft3 L x H X W = 18x16x 8 = 2304 cubic feet Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT Input: ______________ Btu/hr DIRECT VENT APPLIANCES) Use Standard Method column in Table E-1 to find Total Required TRV: _________________ ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances Input: _40,000 _______ Btu/hr (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find RVFA: _3,000__________ ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all non-fan-assisted appliances Input: ____0__________ Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find RVNFA: ___none_______ ft3 Required Volume Non-Fan-Assisted (RVNFA) Total Required Volume (TRV) = RVFA + RVNFA TRV = _3,000___ + _none___ = _3,000__ ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = __2304____ / _3,000__ = __.76_____ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio Ratio RF = 1 - __ .76____ = _____.24 Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: _40,000_____ Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA = __40,000____ / 3000 Btu/hr per in2 = ___13.3_ in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = ___13.3____ x ____.24_ = ___3.19____ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = _2.01___ in 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Although this worksheet, IFGC Appendix E, Worksheet E-1 and the following worksheet, IFGC Appendix E, Table E-1, is referenced in the 2015 Minnesota Fuel Gas Code, these worksheets were not included in the published copy. 6 IFGC Appendix E, Table E-1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted Non-Fan Assisted 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwelling constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is .20 air changes per hour (ACH). 2. This section of the table is to be used for dwelling constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 5465 HVAC Load Calculations for D.R. Horton Lakeville Prepared By: Kris Long Silver Tree Plumbing & Heating 3185 Terminal Dr., Suite 200 Eagan, MN 55122 651-900-7054 Thursday, April 6, 2017 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. Silver Tree Plumbing & Heating 5465 Eagan, MN 55121 Page 2 Project Report General Project Information Project Title:5465 Designed By:Kris Long Project Date:3/15/2017 Project Comment: Client Name:D.R. Horton Client City:Lakeville Company Name:Silver Tree Plumbing & Heating Company Representative:Kris Long Company Address:3185 Terminal Dr., Suite 200 Company City:Eagan, MN 55122 Company Phone:651-900-7054 Company E-Mail Address:krisl@silvertreepandh.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,060 CFM Per Square ft.:0.294 Square ft. of Room Area:3,603 Square ft. Per Ton:1,448 Volume (ft³):25,494 Building Loads Total Heating Required Including Ventilation Air:50,044 Btuh 50.044 MBH Total Sensible Gain:23,435 Btuh 78 % Total Latent Gain:6,428 Btuh 22 % Total Cooling Required Including Ventilation Air:29,863 Btuh 2.49 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. C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5465.rh9 Thursday, April 6, 2017, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5465 Eagan, MN 55121 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.49 1,448 3,603 23,435 6,428 29,863 50,044 589 1,060 1,060 System 1 2.49 1,448 3,603 23,435 6,428 29,863 50,044 589 1,060 1,060 11x16 Ventilation 778 3,944 4,723 5,840 Supply Duct Latent 106 106 Return Duct 26 47 73 174 Humidification 6,467 Zone 1 3,603 22,631 2,331 24,962 37,562 589 1,060 1,060 11x16 1-Basement 1,081 3,613 0 3,613 10,666 167 169 169 2--5 2-Main Floor 1,081 10,482 1,731 12,213 12,183 191 491 491 4--7 3-Upper Level 1,441 8,535 600 9,135 14,713 231 400 400 4--6 C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5465.rh9 Thursday, April 6, 2017, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5465 Eagan, MN 55121 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Basement Built-In 450 750 0.01 0.1 620.7 167 169 169 2--5 2-Main Floor Built-In 450 750 0.01 0.1 459.4 191 491 491 4--7 3-Upper Level Built-In 450 750 0.01 0.1 509.1 231 400 400 4--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 867.5 589 1,060 1,060 11x16 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:589 Cooling Flow:1060 C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5465.rh9 Thursday, April 6, 2017, 12:19 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Silver Tree Plumbing & Heating 5465 Eagan, MN 55121 Page 5 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOWEE BUILDER GRADE: Glazing-LOWEE BUILDER GRADE, ground reflectance = 0.23, indoor insect screen with 100% coverage, u-value 0.32, SHGC 0.32 299 8,330 0 6,903 6,903 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2628.2 14,863 0 2,273 2,273 15B0-15sf-8: Wall-Basement, , R-15 board insulation to floor, no interior finish, 8' floor depth 999 3,814 0 56 56 RJ R-20: Wall-Frame, Custom, RJ R-20 RIM JOIST R20 SPRAY FOAM 409.4 1,780 0 358 358 R49 Attic: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Attic 1441 2,507 0 1,960 1,960 21A-28: 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 28' wide 1081 2,069 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover 423.7 1,290 0 119 119 Subtotals for structure:36,625 0 12,213 12,213 People:6 1,200 1,380 2,580 Equipment:1,131 4,262 5,393 Lighting:500 1,705 1,705 Ductwork:1,111 153 242 395 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 170, Summer CFM: 170 5,840 3,944 778 4,723 Humidification (Winter) 17.63 gal/day :6,467 0 0 0 AED Excursion:0 0 2,854 2,854 Total Building Load Totals:50,044 6,428 23,435 29,863 Check Figures Total Building Supply CFM:1,060 CFM Per Square ft.:0.294 Square ft. of Room Area:3,603 Square ft. Per Ton:1,448 Volume (ft³):25,494 Building Loads Total Heating Required Including Ventilation Air:50,044 Btuh 50.044 MBH Total Sensible Gain:23,435 Btuh 78 % Total Latent Gain:6,428 Btuh 22 % Total Cooling Required Including Ventilation Air:29,863 Btuh 2.49 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. C:\Users\krisl\Documents\Elite Software\Rhvac 9 Projects\DR Horton 5465.rh9 Thursday, April 6, 2017, 12:19 PM Date Certificate Posted X Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space 8 X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:60,000 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: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct THERMAL ENVELOPE Foam Open Cell Wall Below Entire Slab Rigid, Extruded Polystyrene Ceiling, flat Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.31 Appliances Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM Interior R5 + R10 ExteriorNon or Not Applicable Cooling System Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DR Horton MN License Number Lakeville18288 Hideaway Court BC605657 City Mailing Address of the Dwelling or Dwelling Unit Mech Room176 cfm @ 100% SETTING Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 49,360 Heating Gain Cooling Load 50%=88 cfm 100%=176CFM Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 24,945Residential Load Calculation Heating Loss Combustion Air Select a Type Location of duct or system: 31,373Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.30 Describe other insulated areas Fiberglass, BlownFiberglass, Batts Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 BA13NA036 Model Heating System Nat Gas Bryant Interior Interior Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Elect Make-up Air Select a Type AOSmith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 130.7 SEER/EER 912SC36060S14 Manufacturer Bryant Nat Gas Output in Tons:3 ton50 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM 170 CFM 85 CFM Capacity continuous ventilation rate in cfms: Builders Associaton of Minnesota version 101014 06/23/2020 X KP