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Home My WebLink AboutLA192705 18364 Hamel Dr Permit PackRESIDENTIAL 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 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 1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272A D.R. HORTON COMPANY-N.T.S.-TYPICAL CORNER DETAILHARDBOARD TRIMHARD BOARD SIDINGHARD BOARD SIDING2-SIDED OUTSIDE CORNER2-3/4" .96"3-1/2"SHEATHINGHDBD TRIM1-SIDED OUTSIDE CORNER3-1/2"HARD BOARD SIDINGVINYL SIDING"J" CHANNELHARDBOARD TRIMLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLEAT SHUTTERS ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM6" TRIM5" TRIMDRAWN: 4-6-2017-MGREVISED: 10-16-2017-KBCUST:PERMIT/CONSTRUCT: 6-29-21-RKSPEC HOMEXXXXXADDRESS NUMBER1'-0"1'-0" HEELF FSTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOP6 1/4"8128128128:12 8:12 7'-6"T.O. 2W 2040 SH (FIXED / BLACKENED) R.O. 48"x48"NORTHERN CRAFTSMANROOF PLAN1/8"=1'-0"HCDF422-B-4.0CLIFTONAAAABBBBCCCC8:128:1262' RIDGE VENT 1'-0"1'-0"1'-0"3'-3"1'-0" 1'-4" 1'-4"A1A1AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM4" TRIM 4" TRIM 6" TRIM6" TRIM1-1/2"1"LEFT ELEVATION1/8"=1'-0"MAINTAIN 6" MIN SEPARATION WOOD to EARTHRIGHT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"1'-0" HEEL1'-0"812ASPHALT SHINGLESFLASH OVER ALL EXT OPGSF812MAINTAIN 6" MIN SEPARATION WOOD to EARTH42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE2x8:12 PITCHMAINTAIN 6" MIN SEPARATION WOOD to EARTHF8:12 PITCHF1'-0" HEEL 9'-1 1/8"8" REALWOOD COLUMN w/2x10 CAP & BASE40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.21'-0"1'-0"PERMIT/CONSTRUCT PLANS18364 HAMEL DRIVELOT 1 BLOCK 10 - PINNACLE RESERVE AT AVONLEA1x59 SF OF STONE FOR 15% COVERAGE391 SF TOTALREFANOT USEDPRODUCTCBD5/4X6 CEMENT BD. TRIMREFMATERIAL LEGENDECEMENT BD. SIDINGPRODUCTGFHCEMENT BD. SHAKES5/4X8 CEMENT BD TRIMNOT USEDC.B. BOARD-N-BATTEN1X4 FREIZE BDREVISED: 7-12-21HARD BOARD SIDINGALL 4 SIDESConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode07/09/2021dmathews CLIFTON F422-B-4.0PC#842,850: 1-1-2021-LLPC#871,872: 4-22-2021-LLPC#878: 6-2-2021-LLPERMIT/CONSTRUCT: 6-29-21-RK10" TREAD CUT16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHDRAIN TILESLEEVES1766 FOUND. SQ. FT.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)8" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADEUNEXCAVATED56'-0"9'-0" 65'-0" 42'-6"22'-6"20'-4"13'-6"9'-0"16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.UP16RDRAIN TILESLEEVES13'-4"FUTURE BEDRM16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHR/I 3/4B24" TOWEL BARTPH FUTUREFAMILY RM16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH948 SQ. FT.288 SQ. FT.62 SQ. FT.MECH.30"A/CUNFINISHED468 SQ. FT.BRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS34x48 FBGLSHOWER48 BYPASS DOORSURROUNDNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM17'-8"2-82-82-82-82-8 4'-5 1/2"1'-11"7'-4"17'-6 3/4"3'-6"3'-2 1/2"3'-0"BRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMDROPPED BEAMDROPPED BEAMBRACINGFOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEM18'-2"16'-0"4'-10"14'-1 3/4"4'-1"2'-2" 5'-6"16" FLOOR TRUSSES16" FLOOR TRUSSES16" FLOOR TRUSSESLOCATIONVERIFY4'-8"25'-11"30'-1"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHDROPPED BEAM5'-5"4'-0" MAX.4'-0" MAX.4'-8"16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHSEWER & WATERSLEEVERADONVENT PIPEBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEM(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADEWALKOUT BASEMENT PLAN1/4"=1'-0"INSTALL PER MFRS SPECSINSTALL PER MFRS SPECSINSTALL PER MFRS SPECSNOTE: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/MFRSUMPFILL14"x8" CONC. FTG.POURED CONC. WALL8" THICKMIN. 3'-6" BELOW GRADE65'-0"39'-0"13'-6"20'-10"4'-8"2'-3 1/2"2'-3 1/2"16'-3"DRAIN TILESLEEVES2'-8"6'-4"WINDOW & DOOR SCHEDULE-WALKOUTCALL-OUTU-FACTORROUGH OPENING6068 SGD0.3172 1/8" X 80"LOCATIONSHGCFAMILY ROOM0.323050 SH0.3136 1/4" X 60 1/4"#11BEDROOM0.31FOUNDATION INSULATIONFRONT FOUNDATION WALL:-19 SQ FT/61.5 LIN FT= 0.31 RATIOR-10REAR FOUNDATION WALL:-24 SQ FT/48 LIN FT= 0.5 RATIOLEFT SIDE FOUND. WALL:-82 SQ FT/56 LIN FT= 1.46 RATIORIGHT SIDE FOUND. WALL:-90 SQ FT/42.5 LIN FT= 1.44 RATIO-FOUNDATION INSULATIONRATINGS ARE BASED ONLESS THAN 2.6 AIR CHANGESPER HOUR DURING THE AIRLEAKAGE TESTR-10R-15R-15REQUIREMENTSTREATED 2x10's 16" ON CENTER (2) 2x10 TREATED BEAM(1) 2x10 TREATED JOIST W/ (1) 2x10 CEDAR RIM 5/4" CEDAR DECKING2x10 GALV.HANGERS1/2"=1'-0"DECK FRAMING DETAILS18'-4"9'-0" 6"(1) TREATED 2x10 W/ (1) 2x10 CEDAR RIM8'-6"6x6 POST18" CONC.POST FTG.6x6 POST20" CONC.POST FTG.APPROVED HANGERSTREATED 2x10 JOISTS6x6 TREATED POSTSPOST ANCHORAPPROVED GALV.BOTH ENDS2" GALVANIZED DRIP CAP(DO NOT FASTEN DECKING THROUGH FLASHING)5 1/2" FROM TOP OF SUBFLOORTO TOP OF JOISTSAT 16" O.C.2x10 TREATED LEDGERATTACHED TO HOUSE W/LAG SCREWS3'-0" MIN.ALUMINUMRAILING SYSTEM18" OR 20" DIA.5'-0" FROST PROTECTION CONC. PIERCEDAR DECKING5/4" x 6" 1/2"=1'-0"DECK DETAILSCEDAR6"2-2X10 TRTD BEAMHURRICANE CLIPS2x10 CEDAR RIMTREATED 2X10 W/1/2"=1'-0"DECK LEDGER DETAIL3/4" SUBFLOOR6 1/4"VARIES 2x_ PORCHLEDGER2x6 EXTERIOR WALL16" FLOOR TRUSSES . 2""MIN...3/4" 1st FLOOR WALLSSUBFLOOR 9'-1 1/8" BASEMENT WALLS 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 FLATTRTD (2) 2X12(8) 16D NAILS ON INSIDEBLOCKING, LAID FLATTRTD (2) 2X12(8) 16D NAILS PER SIDE(8) 30D NAILS ON OUTSIDESCREWS (MIN. 4" LONG)1/2" DIAMETER LAGINSTALLED STAGGERED IN 2 ROWS1/2" DIA. LAG SCREWS TO BE21" O.C. UNDER 8'-0" SPANTOP/SILL PLATE W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.SUBFLOOR W/ATTACH RIM BOARD TO8D NAILS @ 6" O.C.TO TOP & BOTTOM OFATTACH 1-1/8" OSB RIM BDEACH FLOOR MEMBERW/ 8D NAILSOF DECK LEDGER6"9'-0"8'-10"2x4 SWAY BRAC ING AS REQ 'D2x10 GALV.HANGERS8X8 REALWOODCOLUMN ONUSP LTS19-TZCONNECTORS ON2x12 BLOCKING ORUNDERSIDE OF 2X10 TREATED JOISTSTREATED 2x10's 16" ON CENTER 2'-0" MAXEQUALEQUALEQUAL2'-0" MAXUSP LTS19-TZCONNECTORS ON2x12 BLOCKING ORUNDERSIDE OF 2X10 TREATED JOISTSUSP LTS19-TZ6"1/2"=1'-0"REAR DECK LEDGER SECTION6 1/4"7 1/4"FLASHING ABOVEDOORTHRESHOLD1 1/2"AND BELOW TREATED2x8 LEDGERSTRTD 2x_ JOISTS16" O.C.(8) 10d COMMON NAILSTREATED 2x85/4" DECKINGRIM BOARD1-1/8" OSB16" FLOOR TRUSSES(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERNOTE: FINISHSTAIRWAY DOWN TOBOTTOM STEPWALLSROCK RETURN USP 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 TRUSSANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALLCONC PAD FTG30x30x12CONC PAD FTG30x30x12SIMPSON DTT1Z ORSIMPSON DTT1Z ORSIMPSON DTT1Z OR5'-5"4'-1"AC HVWH F.D.6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHBRACINGFOUND.SYSTEMBRACINGFOUND.SYSTEMERV3'-0"7'-0"X2.02x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALLTREATED BOTTOM PLATE6" CURB, 2" LEDGE16x8 CONC. FTG.MIN. 3'-6" BELOW GRADE2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGH10'-0"8'-4"39'-0"9'-0"18'-4"20'-8"7'-1"13'-7"6-0 SGD108x220CONC. PAD 3050 SH12'-0"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLTREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGHDROPPED BEAMDROPPED BEAM2x10 TRTD. JSTS. 16" O.C.9'-0"6"8'-10"6"20" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADE18" CONC. PIER FTG6x6 TREATED POSTMIN. 3'-6" BELOW GRADE12'-0"CONC. PATIOPERMIT/CONSTRUCT PLANS18364 HAMEL DRIVELOT 1 BLOCK 10 - PINNACLE RESERVE AT AVONLEAPLAN OPTIONSWALKOUT BASEMENTENLARGED CONC. PATIOGROUNDING RODTHRU PLATESBWPsAbove10(2)2x10(2)2x10(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(3)14" Versa-Lam UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. CLIFTON F422-B-4.0PC#842,850: 1-1-2021-LLPC#871,872: 4-22-2021-LLPC#878: 6-2-2021-LLPERMIT/CONSTRUCT: 6-29-21-RKWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.31FOYER0.231BEDROOM #2138 1/4" X 95 1/4"16068 SGD w/ TRAN.3060 SHDINING0.3172 1/8" X 94"0.320.310.31FLEX ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"FAMILY ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"DINING ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"BEDROOM #12W 3050 SH10.310.3172 1/8" X 60 1/4"1860 SH2BEDROOM #20.310.31BEDROOM #122020FX24" X 24"0.310.3220" X 72"36 1/4" X 60 1/4"1ST FLOOR PLAN1/4"=1'-0"1866 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/MFRFOYER2W 3050 SH 16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYP. BOARDNOTE: CARPET30 SQ. FT.8" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAMBEDRM #1CPT.LAUNDRYW D 2x6 WALL22x30 ATTIC ACCESS 5'-0"INSIDE FRAMING W.I.C.CPT.GARAGESLOPE TO DOORS4" CONC FLOOR464 SQ. FT.TYPICAL 2x6 GARAGE WALLSCOVEREDCONC.RANGEMICRO HOODCIRCUITREF.KIT.9'-8" INSIDE FRAMING 7'-0" CABTS. 7'-3" TOP BATH #1TPH 8'-2" INSIDE FRAMINGBEDRM #2CPT.2-82-830"TPH24" TOWEL BAR5-0 FBGLTUB/SHWRBATH #26-0 x 8-0 S.R.O.2-82-82-82-02-82-43-0TRANSOM OVER PORCH2-82-82W 3050 SHSINKDW 2W 3050 SH39'-0"65'-0"56'-0"9'-0"12'-2"6'-0"11'-4"26'-6" 65'-0" 42'-6"22'-6"18'-4"20'-8"39'-0"13'-6"20'-10"4'-8"20'-4"2'-8"6'-4"13'-6" 9'-0"2'-4"2'-4"16'-7 1/2"5'-3 1/2"6'-3"17'-11"7'-0"13'-8"W/ 14" TRANSOM6068 SGD8'-2"6'-2"6'-10"6'-10"4'-2"6'-8" 16'-8"COVEREDCEDAR DECK1'-6"3'-6"9'-4"2'-8"9'-8" 2'-4 1/2"2'-4 1/2"1'-8"3'-10"5'-10"1'-2 1/4"2'-3 3/4"4'-8"4'-0"3'-2"4'-8"5'-8"5'-8"10'-5"10'-5"4'-3"SILLCOCK4'-0"8'-0"2x6 WALL2W 3050 SH 2-8W.I.C.CPT.4'-11" 2'-8"2'-8"5'-0" 8'-2" 3'-2" 9'-10" 9'-8" 2'-5" 26'-6"1'-6"4'-10"3'-8 1/2"9'-8"2-83'-10"4'-2 3/4"8'-9 3/4"10'-10"STEPSFAMILYROOMCPT.HD FLR.HD FLR.DININGROOMRECYCLINGCENTERUPPER CAB.5'-6"12" OVERHANG 2X6 WALL FRAMED3'-7" TOPHD FLR.HD FLR.HD FLR.HD FLR.HD FLR.HD FLR.HD FLR.HD FLR.RADONVENT PIPE42" HIGH 1/2 WALLw/ WD. CAPMFD TRUSSES AT 24" O.C.MFD TRUSSES AT 24" O.C.4-0 BI-FOLD DROPPED BEAM 12"12"ALUM RAILING8" REALWOOD COLUMN10'-0"HD FLR.3'-0"3'-0"11'-11" 2020 FX2020 FXTRANSITION BREAKNOTE:85"(L) x 35" A.F.F.(H)8'-3 3/4"165 SQ. FT.2x6 WALL22x30 ATTIC ACCESS 2-2x10 DRP BM3'-9 3/4"9'-4"6'-0"4'-5"2-03'-11"2'-4"3'-0"BEDRM. #3CPT.6'-9"6'-9"1860 SH3"3"3060 SH1860 SH2x6 WALL2-82-839"39"15"5'-8 3/4"INSIDE FRAMING10" TREAD CUTDN16R 10 1/2"1'-0 1/2"X3.0BASE CABINET GASVENT HOOD TO OUTSIDE6'-4"GAS FPRO 42"x40 1/8"TILE BACKSPLASHINSTALL STACKED PERMIT/CONSTRUCT PLANS18364 HAMEL DRIVELOT 1 BLOCK 10 - PINNACLE RESERVE AT AVONLEAOASIS SHOWER W/ SEAT PLAN OPTIONSCORNER GAS FIREPLACEKITCHEN TILE BACKSPLASH - STACKEDFAMILY ROOM LED LIGHT PACKAGEDINING LED LIGHT PACKAGEKITCHEN PENDANT LIGHTS14" TRANSOM OVER DINING SGDKITCHEN WASTE BASKETLAUNDRY ROOM CABNIETSVENT HOOD TO OUTSIDEBATH #1 - OASIS SHOWER W/ SEAT(2)9-1/2 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam (2)11-7/8 Versa-LamConnections83.55555128PFHPFH3.33.3-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). CLIFTON F422-B-4.0PC#842,850: 1-1-2021-LLPC#871,872: 4-22-2021-LLPC#878: 6-2-2021-LLPERMIT/CONSTRUCT: 6-29-21-RKELECTRICAL PLAN1/4"=1'-0"UNFINISHED BASEMENTFUTURE BEDRMR/I 3/4BFUTUREFAMILY RMMECH.UNFINISHEDA/CWPS SDSRADONVENT PIPESEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESUMPGFILOW VOLTAGESYSTEM RECEPTACLESMART HOMESYSTEM RECEPTACLE1ST FLOOR PLAN1/4"=1'-0"FOYERBEDRM #1LAUNDRYW.I.C.GARAGECOVEREDCONC.KIT.BATH #1BEDRM #2BATH #2 PORCHCOVEREDDECKW.I.C.FAMILYROOMDININGROOMFANLSDSSPRINKLERSYSTEMRECEPTACLEGFISSS WP SSFANRADONVENT PIPEDISP.SLLLLPHCEILING FANROUGH-INSDSSPHSD/CMDSSSGFIGFISSS WP S LSS SS FANLUSBLTCHIME DWLLLSHCP S GFISS SMART HOMESYSTEM RECEPTACLEDDLLLLLLLLLBEDRM. #3SSD/CMDS SDDGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEACHVWHF.D.FUT WATER SOFTRECEPTACLE FORERV CX4.0VENT HOOD TO OUTSIDESCTECHTUBEL LLLS SSS PEND.PEND.PEND.SSLLLINE UP W/FAMILY RM LIGHTSWPSCONC. PATIOPERMIT/CONSTRUCT PLANS18364 HAMEL DRIVELOT 1 BLOCK 10 - PINNACLE RESERVE AT AVONLEAPLAN OPTIONSWALKOUT BASEMENTENLARGED CONC. PATIOPLAN OPTIONSCORNER GAS FIREPLACEKITCHEN TILE BACKSPLASH - STACKEDFAMILY ROOM LED LIGHT PACKAGEDINING LED LIGHT PACKAGEKITCHEN PENDANT LIGHTS14" TRANSOM OVER DINING SGDKITCHEN WASTE BASKETLAUNDRY ROOM CABNIETSVENT HOOD TO OUTSIDEBATH #1 - OASIS SHOWER W/ SEAT 8"1'-0"CONC. STOOP6 1/2"6'-4"DROPPED BEAM6'-4"CONC. PORCHCOVERED1/4"=1'-0"CROSS SECTION A1-A11/4"=1'-0"56'-0"1'-0"1'-0"1'-0"FAMILYROOMBEDRM #2COVEREDPATIOBEDRM #3CROSS SECTION B-B1/4"=1'-0"42'-6"1'-0"1'-0"1'-0"CROSS SECTION A-ABEDRM #1W.I.C. BATH #1GARAGE22'-6"MFD TRUSSMFD TRUSSSLOPE TO DOORS4" CONC. FLOOR9'-6 3/4" 8'-2"3-1/2" CONC. FLOOR3/4" SUBFLOORFUTUREFAMILY RMUNFINISHEDSTOR.3-1/2" CONC. FLOOR3/4" SUBFLOORFUTURE BEDRMR/I 3/4B8"HAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATABATH 216" MFD FLOOR TRUSSES16" MFD FLOOR TRUSSES9'-1 1/8"9'-1 1/8" 10'-7 3/8"CLIFTON F422-B-4.0PC#842,850: 1-1-2021-LLPC#871,872: 4-22-2021-LLPC#878: 6-2-2021-LLPERMIT/CONSTRUCT: 6-29-21-RKX5.0PERMIT/CONSTRUCT PLANS18364 HAMEL DRIVELOT 1 BLOCK 10 - PINNACLE RESERVE AT AVONLEA 1/4"=1'-0"39'-0"CROSS SECTION C-C1'-0"8121'-0"1'-0"8121'-0"FAMILYROOMKIT.BATH9'-6 3/4" 8'-2"16" MFD FLOOR TRUSSES3/4" SUBFLOORR/I 3/4BFUTUREFAMILY RM9'-1 1/8" 9'-1 1/8"FLOOR SYSTEM PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESAIR CH U TE S NOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHINGALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R80616x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100TYPICAL WALL SECTION1/2"=1'-0"2x6 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 ATSEE 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 SUBFASCIA2" MIN. POLYURETHANE FOAMAT RIM (R-12.2)PROVIDE 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 SEALANTW/ VAPOR BARR.5/8" TYPE-X GYP. BD.1/2" GYP. BD.SEAL BEHIND POLY.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 CONNECTEDABOVE GRADE PROTECTION OFINSULATION EXTENDING6" BELOW GRADEFINISHED GRADEWILL VARYWATERPROOFING W/ R-10WATCH DOG + ENERGY SYSTEMVERTICAL REINFORCINGAS SOIL COND. REQUIREPOURED CONC. WALL8" THICK, 8'-4" HIGH(SEE OSWELL ENGINEERING)R-10 DRAINAGE BOARD1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICANTIONSTO MAINTAIN PERMANENT CONTACTWITH THE UNDERSIDE OFTHE SUBFLOOR DECKINGJOIST CANTILEVER DETAIL(R-30.5) (STC - 41)5" MIN. POLYURETHANE FOAMFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADE1/2" 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 WALLDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)TREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)W/ SILL SEALERSEAL BEHIND POLY.R-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOPROLL-ON WATERPROOFINGWALL EDGE, ACROSS THE TOP, ANDEXTEND FROM TOP INTERIOR6" DOWN THE EXTERIOR WALL FACECONC WALL8'-4" POUREDCONC WALL9'-1 1/8"39'-0"1/4"=1'-0"CROSS SECTION C-C9'-6 3/4"8'-2" 6'-8" MIN HEADROOM 16'-8"1'-0"1'-0"CLIFTON F422-B-4.0PC#842,850: 1-1-2021-LLPC#871,872: 4-22-2021-LLPC#878: 6-2-2021-LLPERMIT/CONSTRUCT: 6-29-21-RKX6.0PERMIT/CONSTRUCT PLANS18364 HAMEL DRIVELOT 1 BLOCK 10 - PINNACLE RESERVE AT AVONLEA FOUNDATION DETAILAT FOOTING STEP LOCATIONS1S1DescriptionDateRevisionProject Number:Date:S11Sheets: 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, 20211.0011-1-212021 FOUNDATION GUIDEWALL SECTIONWALKOUT WALL CONDITION2S1WALL SECTIONLOOKOUT WALL CONDITION3S1WALL SECTIONEXTERIOR UNBALANCED FILLCONDITION4S1WALL SECTIONFULL HEIGHT WALL CONDITION5S1REBAR TABLE6S1SITE ADDRESS:City:State:Zip:MNCOPYRIGHT HANSON GROUP LLC 2021©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 PRESSURE 1,500 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/S1)BACKFILL HEIGHT(SEE 5/S1)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"NONE NONE NONENONE NONENONE NONENONE NONENONENONENONENONENONENONENONENONE NONENONE NONENONENONENONENONENONENONENONENONENONENONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONENONE NONE NONE* = 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/S1#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'-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/S1(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)6"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 OTHERSUNREINFORCED CONCRETESTRIP FOOTING SEE 5/S1(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, 2021.6"MIN. CLEAR HEIGHT BACKFILL HEIGHT112" CLEARUNREINFORCED CONCRETESTRIP FOOTING PER CODEOR BY BUILDING DESIGNER,AS AN ALTERNATIVE GUIDEUSE TABLE SHOWN BELOW8" MIN. C.I.P. CONCRETEFOUNDATION WALL-SEEREBAR TABLE S8 FORVERTICAL REBARANCHOR BOLTS SEE WALLANCHOR INFO ON S11FLOOR TO SILLCONNECTION SEE S10WOOD 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 BARSCONCRETESLAB-ON-GRADEPLACED TIGHT TOFOUNDATION WALL#4x2'-0" DOWELS @ 72" O.C.MAX (5" MIN. EMBED)GENERAL STRIP FOOTING SIZE GUIDESOILONE-STORY STRUCTURETWO-STORY STRUCTURE2000 PSF16" WIDE x 8" THICK20" WIDE x 8" THICK1500 PSF20" WIDE x 8" THICK26" WIDE x 8" THICKTHIS TABLE IS A GENERAL FOOTING SIZE GUIDE FOR TRIBUTARY UNIFORM LOADING ONLY BASED ONMAXIMUM 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS AND IS TO BE VERIFIED BY HOME DESIGNER. FURTHERCONSIDERATION IS TO BE TAKEN BY HOME DESIGNER FOR VENEER WEIGHT, WALL THICKNESSES OVER 10",AND FLOOR AND ROOF DEAD LOADS OVER 15 PSF. CONCENTRATED LOADS FROM GIRDER TRUSSES, BEAMS,HEADERS, ETC. ARE TO BE ACCOUNTED FOR AND SIZED INDEPENDENTLY OF THIS GUIDE BY OTHERS.D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044 COPYRIGHT HANSON GROUP LLC 2021©DescriptionDateRevisionJanuary 1, 2021Project Number:Date:1.001S21Sheets: of2Print Name:Signed: License Number:Nick Hanson1-1-2146665Date: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 SYSTEM1S2BRICK LEDGE INFO5S2WALL SECTIONAT WINDOW WELL LOCATIONS6S2STOOP INFO7S2WALL ANCHOR INFOANCHOR BOLT AND ALTERNATIVESPACING2S2BLOCKING DETAILFLOOR JOIST CONDITION3S2BLOCKING DETAILFLOOR TRUSS CONDITION4S2SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane NorthSuite 4Plymouth, MN 55441Tel 612-708-3572www.hansongroupmn.comVENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATIONWALL SEE 5/S1WOOD 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/S1VENEER ORSLAB-ON-GRADEBY OTHERS12"VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 2/S1 OR 3/S1FRAMING BYOTHERS16" HIGH MAXx 4" THICK MINSTEMTHICKNESS TOMATCH SILLPLATE6"3'-0" MAX VENEER ORSLAB-ON-GRADEBY OTHERSFOUNDATION WALLSEE 4/S1SLAB-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/S2FOR 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/S1 FOR FOUNDATION WALLREQUIREMENTSSLOPE GRADE AWAYFROM FOUNDATIONMINTRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****BACKFILL TYPECLEAR HEIGHT(SEE 5/S1)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/S1)BACKFILL HEIGHT(SEE 5/S1)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/S1)BACKFILL HEIGHT(SEE 5/S1)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/S2 &2/S2C.I.P. CONCRETEWALL SEEADJACENTPLANS FORTHICKNESS &MAXIMUM WALLLENGTHSSEE FULLHEIGHT WALLSECTION 5/S1FORREINFORCINGSTOOPSLAB 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/S1NOTES: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/S22 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/S2 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/S22 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/S2 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/S1 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/S1LOOKOUTWALLSEE 3/S1GRANULARMATERIAL(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 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B3 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 22' 0" 2B4 4 Beam by others 8' 0" 1B5 1 Beam by others 6' 0" 1B6 4 Beam by others 4' 0" 1Pt1 1 Post by others 10' 0" 1ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSINGLETRIMMERSOPTIONAL WINDOW:(2) 1-3/4"x7-1/4"x8'VERSA LAMSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSOPTIONAL WINDOW:BEAM BY OTHERSSTAIRWAY LOCATIONWITH FULL BASEMENTSINGLETRIMMERSPt1B5B3B4B2B6B4B4B6B1B1B4B6B64' 8"18' 4"9' 0" 13' 6"56' 0" 65' 0" 20' 10"42' 6"22' 6"39' 0"20' 8"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 10' 0" 2B2 1 Girder Truss by others 20' 0" 1ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSOPTIONAL WINDOW:BEAM BY OTHERSB2B120' 0" 10' 0"10' 0"2' 0" 20' 10"42' 6"6"Sheet: 2 of 4DWG: BaseFile: Clifton F402/F422By: Anthony EstevezDate: 6-23-17Scale: 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.12-14-17AERevisions: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.CLIFTON F402-B-GRD.R. HORTONMAIN FLOOR HEADERSDESIGN = L/360BASE MODELMAIN FLOOR W/ SLABOR FULL BASEMENT3RD STALL OPTION ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2B2 3 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 16' 0" 3B3 1 Beam by others 6' 0" 1B4 1 Beam by others 4' 0" 1Pt1 2 Post by others 10' 0" 1UNEXCAVATEDUNEXCAVATEDDECK FRAMINGBY OTHERSFLOOR TRUSSESBY OTHERSFLOOR TRUSSESBY OTHERSSTAIRWAYMAX CLEAR SPANPt1Pt1B1B1B3B4B29' 0" 39' 0"20' 8"18' 4"20' 10"4' 8"13' 6"42' 6"22' 6"65' 0" 56' 0" 13' 6"9' 0" 13' 10"ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 1 Beam by others 4' 0" 1DECK FRAMINGBY OTHERSB1B239' 0"20' 8"18' 4"9' 0" ProductsPlotID Net Qty ProductLength PliesB1 2 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 4' 0" 2DECK FRAMINGBY OTHERSB120' 8"39' 0"9' 0" 18' 4"Sheet: 4 of 4DWG: BasementFile: Clifton F402/F422By: Anthony EstevezDate: 6-23-17Scale: 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.1-25-19AE12-8-18AERevisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.CLIFTON F422-B-GRD.R. HORTONBASEMENT HEADERSDESIGN = L/360FULL BASEMENT OPTIONLOOKOUT BEAMS/HDRSWALKOUT OPTIONFULL BASEMENT (3.3-FT)(3.3-FT)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/ TRUSSESMATERIALSWALL 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.DescriptionApril 17, 2020Project Number:Date:0.146S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044F402/F422/3402B-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 Mack4-17-2046673Date: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.PARTIAL 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 LOOKOUT FOUNDATIONSMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY w/ OPTIONAL UPPER LEVEL)3S1REFERENCE PLANCONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAILS1FRAMING DETAILGARAGE FRONT PORTAL FRAME4NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF 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 5/S1 FOR ALTERNATIVE OPTION)FOUNDATION WALL BELOWLENGTH OF CONTINUOUS HEADER(2) 58" Ø ANCHOR BOLTS (7" MIN. EMBED)w/ 2" x 2" x 316" PLATE WASHERSNAIL SHEATHING TO HEADER w/ 8dNAILS @ 3" O.C. EA. WAY TYP.SMALL HATCH AREA INDICATES 716" ORTHICKER PLYWOOD OR OSB SHEATHINGAPPLIED TO EXTERIOR SIDE OF STUDS(NAIL SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @ 3" O.C. STAGGERED & TOPLATES / BLOCKING @ 3" O.C.)SIMPSON MSTC40 STRAP ON INSIDE FACEOF WALL (PROVIDE SPACER TO FLUSHOUT HEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.LARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGFASTEN FRAMING ABOVE AS SHOWNFOR BRACED WALL PANELS2'-312"±CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)2'-312"±WITH 3RD STALL GARAGE OPTIONCONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1(4-FT)(4-FT) (4-FT) ONE-SIDED (4-FT) ONE-SIDED (4-FT) ONE-SIDED (3.5-FT)(3.5-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINE(5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(5-FT)(5-FT) (4-FT)(4-FT)(4-FT)(3.5-FT)(8-FT)(12-FT)ONE-SIDEDBRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEPROVIDE TOP OF WALLCONNECTIONS SHOWNFOR BRACED WALLPANELS ALONG INDICATEDPORTION OF WALL(8-FT)BRACEDWALL LINE(3.5-FT)(10-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE(10-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINE(4-FT)PROVIDE TOP & BOTTOMOF WALL CONNECTIONSSHOWN FOR BRACED WALLPANELS ALONG INDICATEDPORTION OF WALLSCOPEDESIGN 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 AND DECK ARE CONSIDERED TO BE PRIMARILY OPEN, NON-ESSENTIAL PORTIONS OF THE STRUCTURE ANDARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFTCONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS. Site address Contractor 1 Total/ continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Equation 11-1 Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Total required ventilation Continuous ventilation Section A 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 out 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 continuous may have automatic cycling controls providing the average flow rate for each hour is met. (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Date Completed By Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11‐1) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms Table R403.5.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 5 6 Total/ continuous 1000‐1500 75/40 90/45 105/53 120/60 135/68 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous 145/73 2001‐2500 95/48 110/55 125/63 140/70 155/78 1501‐2000 85/43 100/50 115/58 130/65 165/83 3001‐3500 115/58 130/65 145/73 160/80 175/88 2501‐3000 105/53 120/60 135/68 150/75 185/93 4001‐4500 135/68 150/75 165/83 180/90 195/98 3501‐4000 125/63 140/70 155/78 170/85 205/103 5001‐5500 155/78 170/85 185/93 200/100 215/108 4501‐5000 145/73 160/80 175/88 190/95 225/1135501‐6000 165/83 180/90 195/98 210/105 Continuous Ventilation Method (Choose either balanced or exhaust only) Low cfm:High cfm:Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Ventilation Fan Schedule Description Location Intermittent Section C Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous 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 D Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. 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. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section B 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%. Exhaust only Continuous fan rating in cfm Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. 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. Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) One or multiple power vent or direct vent ap‐ pliances or no combus‐ tion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical‐ ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to ba‐ lanced ventilation systems such as HRV) b) clothes dryer (cfm)135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust)d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 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 fule appliances. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) Directions ‐ In order to determine the makeup air, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if 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. 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.) One or multiple power vent, direct vent ap‐ pliances, or no combus‐ tion appliances Column A Multiple atmospherically vented gas or oil ap‐ pliances or solid fuel appliances Column D Duct di‐ ameter 1 – 36 1 – 9 3 37 – 66 10 – 17 4 67 – 109 18 – 28 5 110 ‐ 163 29 – 42 6 164 – 232 43 – 61 7 233 – 317 62 – 83 8 318 – 419 84 – 110 9 420 – 539 111 – 142 10 540 – 679 143 – 179 11 >679 >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. 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. One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap‐ pliance or one solid fuel appliance Column CPassive opening 1 – 22 1 – 15 Passive opening 23 – 41 16 – 28 Passive opening 42 – 66 29 – 46 Passive opening 67 – 100 47 – 69 Passive opening 101 – 143 70 – 99 231 – 290 Passive opening 144 – 195 100 – 135 Passive opening w/motorized damper 196 – 258 136 – 179 Passive (see IFGC Appendix E, Worksheet E‐1)Size and type Other, describe: Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units Powered makeup air >419 >290 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive opening w/motorized damper 259 – 332 180 – 230 Passive opening w/motorized damper 333 – 419 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 or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or 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: ft3 L x W x H L W H 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. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) i s gr ea t er th an TRV then no outdoor openings are needed. If CAS Volume (from Step 2) i s less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 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 = / = Step 6: Calculate Reduction Factor (RF). RF = 1 mi nus Ratio RF = 1 ‐ = 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: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr d i vid ed by 3000 Btu/hr per in2 CAOA = / 3000 Btu/hr per in2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 m ultiplied by the sq uare root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 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. For new construction, 4b of step 4 is required to be filled out. 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 dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. 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 or Power Vent Natural Draft DRH F422 Bsmt HVAC Load Calculations for DR Horton Lakeville, MN Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Tuesday, February 13, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH F422 Bsmt Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:DRH F422 Bsmt Designed By:Michael Hoium Project Date:Tuesday, February 13, 2018 Client Name:DR Horton Client City:Lakeville, MN Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces 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 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,012 CFM Per Square ft.:0.279 Square ft. of Room Area:3,632 Square ft. Per Ton:1,570 Volume (ft³):30,922 Building Loads Total Heating Required Including Ventilation Air:47,091 Btuh 47.091 MBH Total Sensible Gain:22,460 Btuh 81 % Total Latent Gain:5,297 Btuh 19 % Total Cooling Required Including Ventilation Air:27,758 Btuh 2.31 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. Tuesday, February 13, 2018, 11:31 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH F422 Bsmt Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.31 1,570 3,632 22,460 5,297 27,758 47,091 553 1,012 1,012 System 1 2.31 1,570 3,632 22,460 5,297 27,758 47,091 553 1,012 1,012 12x15 Ventilation 860 3,596 4,457 5,757 Humidification 5,156 Zone 1 3,632 21,600 1,701 23,301 36,178 553 1,012 1,012 12x15 1-Main Floor 1,866 17,444 1,701 19,145 20,708 317 817 817 8--6 2-Basement 1,766 4,157 0 4,157 15,470 237 195 195 2--6 Tuesday, February 13, 2018, 11:31 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating DRH F422 Bsmt Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 272 7,341 0 7,402 7,402 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 2050.2 11,592 0 1,770 1,770 DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 8' floor depth 768 3,942 0 390 390 DRH- R15 4ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-15 board insulation to footing, no interior finish, 4' floor depth 96 492 0 48 48 DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured concrete wall, R-10 board insulation to footing, no interior finish, 8' floor depth 312 1,601 0 158 158 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 312 1,356 0 382 382 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 1866 3,734 0 2,060 2,060 21A-20: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide 1766 4,148 0 0 0 Subtotals for structure:36,178 0 12,754 12,754 People:4 800 920 1,720 Equipment:901 4,116 5,017 Lighting:750 2,558 2,558 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 155, Summer CFM: 155 5,757 3,596 860 4,457 Humidification (Winter) 14.06 gal/day :5,156 0 0 0 AED Excursion:0 0 1,253 1,253 Total Building Load Totals:47,091 5,297 22,460 27,758 Check Figures Total Building Supply CFM:1,012 CFM Per Square ft.:0.279 Square ft. of Room Area:3,632 Square ft. Per Ton:1,570 Volume (ft³):30,922 Building Loads Total Heating Required Including Ventilation Air:47,091 Btuh 47.091 MBH Total Sensible Gain:22,460 Btuh 81 % Total Latent Gain:5,297 Btuh 19 % Total Cooling Required Including Ventilation Air:27,758 Btuh 2.31 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. Tuesday, February 13, 2018, 11:31 AM Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X R-10/R15 X XR-20 XR-20 X R-21 X R-49 XR-49 XR-30 XR-32 X X Not applicable, all ducts located in conditioned space R-8 MECHANICAL SYSTEMS X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:60000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's " round duct OR " metal duct Not required per mech. code X Passive Low: Other, describe: X Low: Cfm's Capacity continuous ventilation rate in cfms:5 " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Pinnacle Reserve at Avonlea Plan ID F422 Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE Either/OR, See Plans For Location In Attic Other Please Describe Here Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply Non or Not ApplicableFiberglass, BlownFiberglass, Batts Insulation Location Foam, Closed CellFoam Open CellPer R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor DRHorton MN License Number BC605657 Mailing Address of the Dwelling or Dwelling Unit 18364 Hamel Dr. 155 Interior Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SC48060S17 Average U-Factor (excludes skylights and one door) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.28 PROG5042NRH67PV BA13NA030 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 78 50%=88 90%=158 NAT GAS R-410A Cooling System Rating or Size SEER or EER 50 Output in Tons:2.5 Efficiency RESIDENTIAL LOAD CALC 13 Locations of Fans, describe: HEAT LOSS 47091 HEAT GAIN 22460 COOLING LOAD 27758 Location of duct or system: Select Type 84 furnace room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace Combustion Air Select a Type Balanced Ventilation Capcity in CFMS: High: High: Mechanical Ventilation System 07/02/21XKP