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HomeMy WebLinkAboutLA210777-4964 171st Street West - 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:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND AT FRONT ONLY1/2"=1'-0"TYPICAL WDW & DOOR TRIM3 1/2" VINYL TRIM 5" VINYL TRIM5" VINYL TRIM3 1/2" VINYL TRIM REFSIDING LEGENDALAP SIDING "B"LAP SIDING "A"PRODUCTCBD5" TRIM - VINYL LINEALVINYL BOARD-N-BATTENE6 1/2" VINYL BEAD BDTYPICAL 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"30°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. 2022C1.0XSIENNA x423-GRPC#1078:2-8-23-LLB ROOF PLN:1-10-23-LLPERMIT/CONSTRUCT:3-15-2023-AF20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272CUST:SPEC HOMEA D.R. HORTON COMPANY63 SQ. FT. STONE (13.5%)64 SQ. FT. WINDOW (13.7%)SIENNA X423 A FRONTROOF PLAN-5 FT GARAGE1/8"=1'-0"6:1210' RIDGE VENT DDDD1'-0"1'-0"1'-0"1'-0"AA1'-0"1'-0" 1'-0"4:1230' RIDGE VENT6:126:126:124:121'-0"1'-0"AABB1'-0"1'-0"4:124:12VENTROOFA4:12 PITCHXXXXXA1'-0"1xSTEEL PANEL OVERHEAD DOORADDRESS NUMBER6:12 PITCHA6121'-0"7 7/16"4:12 PITCH4:12 PITCHRAIN DIVERTERLEFT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"ASPHALT SHINGLESFLASH OVER ALL EXT OPGS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R8061'-0"6:12 PITCH1'-0"AAELEV W/ ENLARGED GARAGE1/8"=1'-0"6:12 PITCH1261'-0"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1266:12 PITCH7 7/16"1241241'-0"1266:12 PITCH7 7/16"1241261241'-8"8 1/8"42" MIN BELOW FINISHED GRADEALL EXTERIOR FTGS TO BE1x CEDARGRADE:928.87GRADE:928.87GRADE:928.87GRADE:928.87GRADE:934.67GRADE:934.0GRADE:934.0PERMIT/CONSTRUCT PLANS4964 171ST STREET WESTLOT 2 BLOCK 6 - BROOKSHIREGRADE:934.67GRADE:934.0Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode03/23/2023dmathews 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. 2022C2.0XSIENNA x423-GRPC#1078:2-8-23-LLB ROOF PLN:1-10-23-LLPERMIT/CONSTRUCT:3-15-2023-AF1/4"=1'-0"A FRONT6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.MIN. 3'-6" BELOW GRADEUNEXCAVATED2'-4 1/2"CONC PAD FTG24x24x85'-0"5'-0"22'-0"2'-0"CONC PAD FTG30x30x1212'-0"8'-6"40'-6" 14'-7 1/2" 40'-6" 16'-6"21'-0"14'-0"24'-0"F.D.ACHV29'-0"FUTUREFAMILY RM14" MFD I-JOISTS INSTALL PER MFRS SPECS 356 SQ. FT.LOOKOUT &FULL BSMNTFBS AT:FUTUREBEDRM16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGH2-6181 SQ. FT.LOOKOUT &FULL BSMNTFBS AT:16'-3" M.O.2'-0"2x6 BRNG WALL2x6 BRNG WALL3'-7 3/4"3'-7 3/4"UP 15 R6'-1"4'-5"POURED CONC. WALL48"x10" CONC. FTG.8" THICK, 8'-4" HIGHFBS2-89'-8"36"R/I 3/4B58 SQ. FT.TPH5-03'-3"4'-6 3/4"24" TOWEL BARNOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS2-41'-11"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 8'-4" HIGHMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL8" THICK, 8'-4" HIGH7'-3 1/2"7'-1" 11'-6"CONC. PAD FTG.24x24x8CONC. PAD FTG.5'-0"11'-11"1'-10"RADONVENT PIPE34x48FBGL SHWRA/CANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG6" HALF-HIGH CURBTREATED BOTTOM PLATE2x6 STUDS AT 16" O.C.2x6 BRNG WALL24x24x8CONC. PAD FTG.4'-1 1/4"SILLCOCK24x24x830x30x12CONC. PAD FTG.16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHTREATED 2x8's 16" ON CENTER2-2x8 DROPPED BMS & W SLEEVE 4'-9"8"6'-0"FOOTINGSTEP IN6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 3'-6" HIGHCANT.BEAM8"4'-10"6"8"2'-4 1/2"16'-3"6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK, 3'-6" HIGH14"x8" CONC. FTG.POURED CONC. WALL2x4 BRNG WALL5'-4" 6'-0"6'-0"WINDOW & DOOR SCHEDULE-LOOKOUTCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#5036 SLIDER0.2960" X 42"BEDROOM0.3215036 SLIDER0.2960" X 42"FAMILY RM.0.32135'-0"6'-2"21'-8"11'-8"23'-4"7'-2"5036 SLIDER5036 SLIDERPOURED CONC. WALL20"x8" CONC. FTG.8" THICK, 8'-4" HIGHPOURED CONC. WALL20"x8" CONC. FTG.8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALLANCHOR BOLTS AT 6' O.C.TREATED BOTTOM PLATE16x8 CONC. FTG.8" THICK, 3'-6" HIGHSILLCOCKBASEMENT PLANNOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM1/2"=1'-0"FRONT PORCH LEDGER SECTION1/2"=1'-0"FRONT PORCH LEDGER DETAIL14"I-JST 3/4"1st FLOOR WALLSSUBFLOOR8'-1 1/8"FOUNDATIONWALL 3/4" SUBFLOOR7"7-1/4"2x8 PORCHLEDGER2x6 EXTERIOR WALL.2"MIN...2" FROM TOPLAG SCREW TO BEMIN. 2" FROM EDGE21" O.C. UP TO 8'-0" SPAN16" O.C. UP TO 10'-0" SPANSUBFLOOR TOTOP OF LEDGEROF LEDGER19.2" O.C.I-JOISTSUSP LTS19-TZ , (4) PER DECK RATED @ 750# EACHLATERAL LOAD CONNECTION:3/8" DIA. LAG BOLT MIN. 3" PENETRATION(THRU SILL PLATES)INTERIOR STRAPS SPACED EVENLY1/2" DIAMETER LAG SCREWSINSTALLED STAGGERED IN 2 ROWSLAG SCREWS W/ WASHER TO BEOUTSIDE STRAPS MAX. 24" FROM END OF LEDGER14" O.C. OVER 10'-0" SPAN2X4X24 BLOCKING10'-0"FLUSH BEAMTANKLESS16"x8" CONC. FTG.POURED CONC. WALL8" THICK, 8'-4" HIGHFBS4'-5"AIREXCHGRWSFUTFRAMED DOWN SOFFIT2x6 WH3'-4"POINT LOAD ABOVE36x36x12 CONC. PAD FTG5'-4"#5 BARS EACH WAY @ 12" O.C.3" FROM THE BOTTOM2F1ALONG STAIRS30x30x12CONC. PAD FTG.1/2"=1'-0"STAIR WALL SECTION2F12"4'-0"1'-6"3"2"TO VERTICAL BARS & HOOKSVERTICAL BAR OPTIONS:#5 BARS @ 24" O.C.OR #6 BARS @ 36" O.C.TRANSVERSE BAR OPTIONS:#5 BARS @ 24" O.C. OR#6 BARS @ 36" O.C.(3) #4 LONGITUDINAL BARSAT TOP OF FOOTING#4 BARS @ END &BEND OF HOOK#4 BARS @ END &BEND OF HOOKSLAB-ON-GRADE8'-4" MAX.5'-0" HOOK OPTIONS:#5 BARS @ 12" O.C. OR#6 BARS @ 18" O.C.1'-6"3'-6"#4 HORIZ. BARS@ 24" O.C.8" MIN. C.I.P.CONCRETE WALL6" MIN. C.I.P. CONCRETESTEM WALLSLOPE GRADE AWAYFROM FOUNDATIONFRAMED WALL ABOVEWOOD WALL 1/2" x 10" LONG ANCHORBOLTS (7" MIN. EMBED)@ 48" O.C. MAX. OR EQUIV.∅2" MIN.ANGLED1/2 WALL3 1/2"7 1/4"5 1/2"FLASHING ABOVEDOORTHRESHOLDGRADETOP OF SUBFLOORTO TOP OF JOIST3-1/2" FROMAND BELOW 2x8 &2x6 TRTD LEDGERSTRTD 2x10 JOISTS16" O.C.(8) 10d COMMON NAILSTRTD. 2x4(TOP OF FOUND TOBOTTOM OF DECK JOIST)5/4" DECKINGRIM BOARD1-1/8" OSB14" MFD I-JOISTS(4) PER DECK, RATED AT 750 # EACHSPACED EVENLY, MAX. 24" FROM END OF LEDGERLATERAL LOAD CONNECTION:USP LTS19-TZ w/ LBP12-TZ WASHERUSP 1/2" DIAM LAG SCREWMIN. 3" PENETRATION INTO OSB RIM AND FLOOR TRUSS(GALV. OR STAINLESS STEEL)14"I-JST NOTE: BUILD AND ROCK A SOFFIT AROUND ALL DROPPEDMECHANICAL DUCTWORK IN BSMTDROPPED 8"PERMIT/CONSTRUCT PLANS4964 171ST STREET WESTLOT 2 BLOCK 6 - BROOKSHIREPLAN OPTIONSLOOKOUT BASEMENT5FT GARAGE BUMPOUT8" STEP IN TOPOF FOUNDATION8" STEP IN TOPOF FOUNDATION8" THICK, 4'-2" HIGH934.0934.67929.87929.87UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(2)14" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam These plans, and the concept thereofor used without written consent. And may not be reproducedare the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2022C4.0XSIENNA x423-GRPC#1078:2-8-23-LLB ROOF PLN:1-10-23-LLPERMIT/CONSTRUCT:3-15-2023-AFLIVINGROOMCPTDININGHD-FLR786 SQ. FT.NOTES:-9'-1 1/8" PLATE HEIGHT TYPICAL-WDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)-TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 7'-11 3/8" U.N.O.-BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFRLFT-RGT DIRECTION2ND FLOOR PLAN1/4"=1'-0"NOTES:-8'-1 1/8" PLATE HEIGHT TYPICAL-WDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT)-TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6'-11 3/8" U.N.O.-BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR1056 SQ. FT.LIVING AREA2x6 WALL2-6TOWEL BAR1ST FLOOR PLAN1/4"=1'-0"35'-0"11'-8"40'-6"29'-0"14'-7 1/2"7'-2"40'-6" 16'-6" 13'-1 3/4"3'-4 1/4"16x7 OVERHEAD DOOR21'-0"10'-6"10'-6"14'-0"11'-6"6'-0"3'-6"2x6 BRNG WALL20'-0"23'-0"2-8PED.PWDRHD-FLR7'-3 1/2"3'-6"3'-6"UP 16 R2W 3050 SH3050 SH6'-2"2'-3"12'-1" INSIDE FRAMING20 AMP.MICRO HOODCIRCUITRANGEREF.KITVENT HOODTO OUTSIDE6'-1"6'-0" CABTS.3'-6" TOP6'-4" TOP 3'-3"3'-3"8'-4"2'-0"4'-3 1/2"3'-6"35'-0"13'-3"40'-6" 29'-0" 14'-7 1/2"7'-2"34'-0" 11'-4" 40'-6" 6'-6"5'-0" 7'-3 1/2"6'-2"3'-6"3'-6" W/ WOOD CAP 42" HIGH HALF WALLDN 16 R34x60 FBGL SHWRTPH 9'-1"12'-8"60"BEDRM #1BEDRM #2BATH #2HD-FLR36"5-0 FBGLTUB/SHWRTPHTOWEL BARLAU.HD-FLRDRYERWASHERW.S.2'-10"6'-0"11'-4"LOFT12'-6"8'-6"BEDRM #321'-0"W.I.C.CPT.BATH #1HD-FLRSTORAGE2'-6" 3'-11 5/8" 22'-0"2'-0"5'-0"MFD TRUSSES AT 24" O.C.22x30ATTICACCESS21'-0" CLEAR FRAMING 24'-0" 21'-0"TOWEL RING4'-1"6'-4"2'-6"2'-8"6'-5"5'-0"8'-0"4'-6"2'-2"3'-10"2'-2"7'-0"7'-0"14'-0"35'-0"7'-1" 3'-7 3/4" 1'-10 1/2"3'-5"6'-1"4'-11 3/4" 5'-3"6'-1" 2x64'-6"2'-9 1/4"7'-1"10'-6"3'-6"10'-0"3'-10"MFD TRUSSES AT 24" O.C. MFD TRUSSES AT 24" O.C.WIP5'-3 1/2"4'-5"RADONVENT PIPE22x30ATTICACCESSSILLCOCK6'-6"VERSALAM BEAMGIRDER TRUSSMFD TRUSSES AT 24" O.C.2-42-42-82-43-0 DR2-42-42-42-42-42-82-65-02-62-64-02W 3050 SH3050 SH3050 SH 3040 SH3040 SH4'-6"6'-0"4'-6"3040 SH6068 SGD3050 SH3050 SH3050 SH1'-2"HD-FLRCPT.3'-6"3'-10"SINKDW5'-10"6'-2"8'-6"A FRONT29'-0"TEMPTPH3'-4"1'-2"RADON VENTPIPE (BSMT)RADON VENTPIPE (BSMT)WINDOW & DOOR SCHEDULE - MAIN LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DR0.31FOYER0.2311DINING ROOM6068 SGD3050 SHKITCHEN10.3172 1/8" X 80"0.320.310.3136 1/4" X 60 1/4"WINDOW & DOOR SCHEDULE- UPPER LEVELCALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3050 SH1STORAGE0.3136 1/4" X 60 1/4"0.312W 3050 SH1BEDROOM #10.310.3172 1/8" X 60 1/4"2BEDROOM #30.310.313050 SH36 1/4" X 60 1/4"CPT.CPT.CPT.CPT.CPT.HD-FLRHD-FLRFOYERHD-FLR6'-6"6'-1"3'-7 3/4" TEMP2x6 BRNG WALL38 1/4" X 83 1/41POWDER3040 SH0.3136 1/4" X 48"0.312W 3050 SH1LIVING ROOM0.310.3172 1/8" X 60 1/4"1LOFT3040 SH0.3136 1/4" X 48"0.311LAUNDRY3040 SH0.3136 1/4" X 48"0.313050 SH1STAIRS0.3136 1/4" X 60 1/4"0.313050 SH1BEDROOM #20.3136 1/4" X 60 1/4"0.3116" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAM5'-4"8"6'-0"STOOP36 SQ. FT.PORCH COLUMN:6x6 TREATED POST WITHIN10" SQUARE BOXED COLUMN3'-6"8"6'-0"6'-6"A FRONTAT 24" O.C.MFD TRUSSES ON ALL WALLS & CEILINGGYP. BOARDNOTE: W/ WOOD CAP42" HIGH ANGLED WALLDRP BEAM13'-6"2x6 WALL 35" HIGH16" MFD I-JOISTSINSTALL PER MFRS SPECS 14" MFD I-JOISTSINSTALL PER MFRS SPECSDN 15 ROPTIONAL ELEC FIREPLACE3/16"=1'-0"5'-6"1'-4"18-1/4"x44-1/2"S/R1'-6 1/4"RGH OPGALLUSION 48 ELEC FP1'-4"1'-6 1/4" 10" 2X6 WALL 2-2X101/2" PLYWD2X6 FRAMINGINSULATION & 1 LAYEROF ROCK BY FRAMERSMANTLE4'-2"1/2" ROCK OVERROCK RETURNSOF FIREPLACE OPG.TECH TUBEOUTLET &+-3'-8 1/2"10 3/4"10 3/4"2-4WIC3'-6"2'-6"TOP OF BEAM FLUSH WITH TRUSSES5'-4"OUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGDO NOTCEILINGFRAMED DOWNCEILINGFRAMED DOWNTEMP2" STEP INWALL HEIGHTS2" STEP INWALL HEIGHTS2'-10" ELEC. FP5'-6"5 1/2"4'-1"GARAGESLOPE TO DOORS4" CONC FLOOR548 SQ. FT. (INSIDE)TYPICAL 2x6 GARAGE WALLSIRRIGATIONSYSTEMDROPPED 8"PERMIT/CONSTRUCT PLANS4964 171ST STREET WESTLOT 2 BLOCK 6 - BROOKSHIREPLAN OPTIONSELECTRIC FIREPLACE5FT GARAGE BUMPOUTIRRIGATION SYSTEM (2)7-1/4 Versa-Lam33(3)16" Versa-Lam(3)18" Versa-Lam(2)11-7/8 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam4.22.44.985555PFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 1/4"=1'-0"ELECTRICAL PLAN2ND FLOORELECTRICAL PLAN1/4"=1'-0"LIVINGROOMGARAGESTOOPSPRINKLERSYSTEMRECEPTACLELGFIWPLLLLTSHCPFIREPLACEABOVEBEDRM #3LCBEDRM #1BATH #1WICLSD/CMDSDLLCLSD/CMDSPRINKLERSYSTEMRECEPTACLEVENT HOOD TO OUTSIDE SWPPWDRS GFIFAN S LSSDWDISP.SLLLLLLLLLSS LLSSSCHIMESMART HOMERECEPTACLELAU.FANGFI SS GFI GFISLS FANS W.I.C.LLS LLLSSS DROUGH-INBLANK PLATESDSDSLS1ST FLOORS S SLThese 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. 2022C5.0X1/4"=1'-0"ELECTRICAL PLANBASEMENTUNEXCAVATEDA/CWPSEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLESUMPBEDRMSDWHACHVAIREXCHGRMECHSSLFAMILY RMLOW VOLTAGESYSTEM RECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFIWATER SOFTRECEPTACLER/I3/4BGFISFUTUREFUTURESLSSATTICACCESSSWITCH &LIGHT INATTICBATH#2S LTO LIGHTFIXT ABOVESBEDRM #2LOFTLLLLOUTLET INSTALLED20AMP DEDICATEDON SIDE WALL OFFIREPLACE OPGS TECHTUBE6'-0"3'-10"3'-10"6'-0"6'-0"3'-3"3'-3"IRRIGATIONSYSTEMDROPPED 8"DROPPED 8"PERMIT/CONSTRUCT PLANS4964 171ST STREET WESTLOT 2 BLOCK 6 - BROOKSHIREPLAN OPTIONSLOOKOUT BASEMENT5FT GARAGE BUMPOUTPLAN OPTIONSELECTRIC FIREPLACE5FT GARAGE BUMPOUTIRRIGATION SYSTEM PLAN OPTIONSNO OPTION SELECTEDSIENNA x423-GRPC#1078:2-8-23-LLB ROOF PLN:1-10-23-LLPERMIT/CONSTRUCT:3-15-2023-AF 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. 2022C7.0XSIENNA x423-GRPC#1078:2-8-23-LLB ROOF PLN:1-10-23-LLPERMIT/CONSTRUCT:3-15-2023-AF1/4"=1'-0"CROSS SECTION D-DPWDR1/4"=1'-0"CROSS SECTION B-B3/4" SUBFLOOR14" I-JOISTS1'-0"7 7/16"612KITCHEN9'-1 1/8"GARAGE4" CONC. FLOOR17'-0"17'-0"1/4"=1'-0"CROSS SECTION A-AMFD TRUSS8'-1 1/8"29'-0"3/4" SUBFLOORBEDRM #37 7/16"LAUNDRY61219'-9 1/4"3/4" SUBFLOORFOYERHAND RAIL ALL STAIRSPROVIDE MIN. 6'-8" HEADROOM3) LSL STRINGERS7 3/4" MAX RISE10" TREAD CUTSTAIR DATABEDRM #3LOFT5'-3"25'-7"1/4"=1'-0"CROSS SECTION D-D7 7/16"612COVEREDCONC. STOOPDROPPED BEAM16" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE5'-4"1248 13/16"HEEL1'-8"29'-0"BEDRM #2BATH #235'-0"9'-5"10'-5 3/8"8'-1 1/8"20'-6"2X10 LANDINGGARAGETALL WALL 5'-6"7'-3 1/2"7'-1"2X10 LANDING2X10 LANDING4'-4 1/8"4'-11 3/4"BEDRM #1LIVING RM7 3/16"HEEL1'-0"4125'-0"6'-0"WIP3/4" SUBFLOOR#310'-5 3/8"GARAGEBEDRM1/4"=1'-0"CROSS SECTION C2-C2OPT 5 FT BOLT-ONGARAGE4" CONC. FLOOR22'-0"4121'-0"7 3/16" 10'-5 3/8"1'-0"3-1/2" CONC. FLOOR8'-4" 8'-2" 8"14" JOISTS4'-5"6'-8" MIN HEADROOM2x8 JOISTS5/4" DECKINGPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADESET ON 8" THICKPOURED CONC. WALLCONC. SIDEWALK3 1/2"3-2x87'-8"8'-4" POUREDCONC WALL8'-4"3-1/2" CONC. FLOOR14" MFD I-JOISTSDROPPED BEAM14" MFD I-JOISTSPOURED CONC. WALL48"x10" CONC. FTG.8" THICK, 8'-4" HIGHSEE ENGINEER DWGS FORSTEEL REINFORCING DETALS1'-6"9'-5"2X10 LANDING2X10 LANDINGMECH9'-1 1/8"8'-1 1/8"3-1/2" CONC. FLOOR9'-4 3/4"8'-2"8"BEDROOM8'-4" POUREDCONC WALL14" JOISTS14" JOISTS5'-5"1/2" 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"OVER UNCONDITIONED SPACEFLOOR DETAIL9'-1 1/8"TRUSSES PER PLAN3/4" SUBFLOORVARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.6" HALF HIGH CONC. CURB. BLK.1/2" ANCHOR BOLTSOMIT BEARING WALLAT STEEL OR LVL BEAMR-49 INSUL.MFD TRUSSESA I R C HU T E S APPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGSNOTEDUNLESSOTHERWISENOTEDUNLESSOTHERWISEOVER 1/2" SHEATHINGSHINGLES OVER FELT PAPERRIGID WIND WASH INSTALLED EXTENDINGBARRIER MUST BETO WITHIN 1-1/2" to 2"FROM BOTTOM OFROOF SHEATHING4 MIL. POLY VAPOR / AIR BARRIERALUMINUMCORNICEVENTS40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806WATERPROOFING W/TREATED SILL PLATEAPPROVED ANCHORPER CODE (IRC R403.1.6)16x8 CONC. FTG.RUN INTO SUMP BASKETCONTINIOUS DRAIN TILEWHERE APPLICABLETREATEDSILL PLATEVERTICAL REINFORCINGAS SOIL COND. REQUIREW/ FOAM SILL SEALMIN. 42" BELOW FINISHED GRADEALL EXTERIOR FOOTINGS TO BE4" INCH CLEAN AGGREGATE ORCONCRETE SLAB AND PREPARED SUBGRADE6 MIL POLY V.B. W/ LAPPED SEAMS 12" BETWEENAPPROVED GAS-PERMEABLE LAYERPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100POURED CONC. WALL8" THICK, 8'-4" HIGH2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.8" THICK, 42" HIGHPOURED CONC. WALL16x8 CONC. FTG.TREATED BOTTOM PLATE2x6 WALKOUT WALL2x6 STUDS AT 16" O.C.ANCHOR BOLTS AT 6' O.C.POURED CONC. WALL(6" CURB, 2" INT. LEDGE)16x8 CONC. FTG.TREATED BOTTOM PLATE8" THICK, 42" HIGHOPENINGS, JOINTS AND SUMPSFOUNDATION WALL & SLABSEAL JOINT BETWEEN3-1/2" CONC. FLOOR SEALED AT8'-1 1/8"1/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.JOISTS PER PLAN3/4" SUBFLOORSEE PLANVERTICAL CLEARANCE OF NOT LESS THANTHE EXTERIOR WALL TOP PLATETO THE ROOF SHEATHINGSIX INCHES FROM THE OUTSIDE EDGE OF6" MIN. HEEL 6'-0" OF ICE & WATER SHIELDINSTALL PER MFR'S SPECSTERMINATE 12" ABOVE ROOF2x6 SUBFASCIASEALANT BY CARPENTERPRIOR TO SHEATHINGPROVIDE RECEPTACLE FOR FUTURE RADON FANVENT PIPE SHALL BE INSTALLED WITH A MINIMUM24" HORIZONTAL CLEARANCE AND 36" VERTICALCLEARANCE TO ALLOW FOR FUTURE INSTALLATIONOF RADON FAN (ACTIVE SYSTEM)GYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANTAPPLIED ON WARM-IN-WINTER SIDE OFTHERMAL INSULATION AT ABOVE GRADEFRAMED WALLS, RIM JOISTS, FLRS AND CLGS4 MIL. POLY VAPOR / AIR BARRIERW/ APPROVED SEALANTGYP. BD. W/ VAPOR BARR.1/2" SAG-RESISTANT1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.1/2" GYP. BD.SEAL BEHIND POLY.SEAL BEHIND POLY.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"TO EACH SIDE OF "T" FITTING IN AGGREGATE10' SECTION OF PERFORATED PIPE CONNECTED1/2" OSB or 1/2" TREATED PLYWDAT GROUND LEVEL APPLICATIONSTO 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 HANSON ENGINEERING)R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.171/2" EXT. SHEATHING5-1/2" BATT INSULATION2x6 STUDS AT 16" O.C. W/HOUSE WRAPSIDING PER ELEV.R-0.62R-21R-N/AR-N/AINSIDE AIR FILMR-0.681/2" GYP BD.R-0.45OUTSIDE AIR FILMR-0.172x6 EXTERIOR WALL3.5" MIN. POLYURETHANE FOAMAT PERIMETER R=203.5" MIN. POLYURETHANE FOAMAT PERIMETER R=20GYP. BD. EXCEPT 80 SF AT1/2" SAG-RESISTANTRUNNING THRU UNCONDITIONEDSPACES TO HAVER-4 INSUL. (MIN)VENT PIPER-10 RIGID INSULATIONINTENDED FOR EXTERIOR USEASTM C578, C612 or C1029INSTALLED PER MFR'S SPECSALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTERALL NON-BEARING PARTITION WALLSTO BE FRAMED AT 16" ON CENTER5000 PSI TESTED -OR-APPROVED ADMIXTURETHE MECHANICAL ROOM1/2" GYP BD. ON LOOKOUTAND WALKOUT WALLS(AT HIGHPOINT ONLY)OF FOUNDATION WALL (AT RIGHT16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE& LEFT SIDE WALLS OF LOOKOUTEXTEND OVER SILL PLATER-5 RIGID INSULATION(AT RIGHT AND LEFT SIDEOF HOME ONLY)SEALED AND TAPED AT TOP& WALKOUT BASEMENTS ONLY)R-5 RIGID INSULATION(AT SIDE LOOKOUT FOUNDATION ONLY,NOT AT REAR LOOKOUT WALLS)R-5 RIGID INSULATION-ON INSIDETAPE & SEAL AT TOPFLASHING OVER XPINSULATION. XP TO RUNMIN. 6" BELOW GRADEDRAINTILE AT WALKOUT WALLS(HILLCREST ONLY)R-10 DRAINAGE BOARD1/2"=1'-0"TYPICAL WALL SECTION1/2"=1'-0"14" MFD I-JOISTS16" MFD I-JOISTSGARAGE SLAB LEDGE DETAIL1/2"=1'-0"THE SLOPING OF THE FLOORBE PROTECTED WHEREVER4" CONC. GARAGE FLOORRIGID INSULATION MUSTCREATES AN EXPOSURE.5/8" GYP. BD.3PLY 16" LVL3PLY 18" LVLLIVABLE SPACEGARAGER-30 BLOWN-IN3/4" SUBFLOOR6" ROUND DUCTWORKMANUFACTURED I-JOISTSR-8 INSULATION WRAPGYP. BD.SPRAY FOAM INSUL.AROUND DUCTWORKCLOSED CELL1" CLOSED CELLSPRAY FOAMINSULATION16" JOISTS16" JOISTS8'-11 1/8"2"WALL HEIGHT BLOCKING11'-1 3/8" 2" GARAGE WALL HEIGHT 9'-1 1/8"14" I-JOISTSDROPPED 8"DROPPED 8"DROPPED 8"DROPPED 8" Beam width shall exceedVersa-Lam or Boise GLULAM Beam:Joist hangerFace Mount2x specified hanger nail length®™ F27-BJoist hangerVersa-Lam or Boise GLULAM beam:Face MountBeam width shall exceedspecified hanger nail length®™ F27-CBoise GluLam beamsVersa-Lam or®Joist hanger™ F19Boise I-Joist can be offset up to 3" to avoid vertical plumbing.Joist3" maxCLJoist3" maxCLOJ-Acut, notch or drill flangesDO NOTDN01 Beam width shall exceedVersa-Lam or Boise GLULAM Beam:Joist hangerFace Mount2x specified hanger nail length®™ F27-BBoise GluLam beamsVersa-Lam or®Joist hanger™ F19Boise I-Joist can be offset up to 3" to avoid vertical plumbing.Joist3" maxCLJoist3" maxCLOJ-Acut, notch or drill flangesDO NOTDN01 Boise GluLam beamsVersa-Lam or®Joist hanger™ F19Beam width shall exceedVersa-Lam or Boise GLULAM Beam:Joist hangerFace Mount2x specified hanger nail length®™ F27-BBoise I-Joist can be offset up to 3" to avoid vertical plumbing.Joist3" maxCLJoist3" maxCLOJ-Acut, notch or drill flangesDO NOTDN01 1 ST011 ST02KS01JS01CS02CS03CS03CS03CS02JS02KS02ST03ST04H01 H02 ST0507-03-0819-09-042 Page 1 of 3 Wall Summary Information TALL WALL -STAIRWAY BC CALC®Member Report Wall |07-03-08 |12 OCS November 30,2022 11:21:56 Build 8381 Job name:MN X423 File name:MN X423 -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:D R Horton Designer:PG Code reports:ESR-1040 Company:Boise Cascade Page 2 of 3 Wall Summary Information TALL WALL -STAIRWAY BC CALC®Member Report Wall |07-03-08 |12 OCS November 30,2022 11:21:56 Build 8381 Job name:MN X423 File name:MN X423 -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:D R Horton Designer:PG Code reports:ESR-1040 Company:Boise Cascade Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End 100%90%115%160%125% 1 Wind Load Unf.Area (lb/ft²)L 00-00-00 19-09-04 20 01-00-00 2 Roof Load Unf.Lin.(lb/ft)L 00-00-00 07-03-08 100 175 01-00-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 502 lbs 14.3%115%Spruce-Pine-Fir Bottom Plate 2x 502 lbs 14.3%115%Spruce-Pine-Fir OpeningsTagDescription Distance Ref.Elevation Ref.Height Width Justification 1 03-07-12 Left 13-07-08 Bottom 60"36"Bottom/Middle Critical Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d box toe-nails KS01 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed MP5,one side KS02 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 Passed MP5,one side H01 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 Passed 2-8d box toe-nails H02 Plank 2 x 6 SPF #2 1 Passed 2-16d common end-nails Wall Framing Net Tag Qty Product Plies Length Connection ST01,ST02,S...,ST04,ST05 5 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 20-00-00 2-8d box toe-nails KS01,KS02 4 1-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 2 20-00-00 MP5 JS01,JS02 2 2 x 6 SPF #2 1 20-00-00 CS02,CS03 5 2 x 6 SPF #2 1 14-00-00 H01 1 3-1/2"x 5-1/2"VERSA-LAM®LVL 1.8E 2650 SP 1 04-00-00 2-8d box toe-nails H02 1 2 x 6 SPF #2 1 04-00-00 2-16d common end-nails BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 08-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 08-00-00 Fire blocking is not included.Estimated quantity:15'fire blocking. Connectors -MiTek Structural ConnectorsQtyModel 4 MP5 NotesBCCALC®considers gravity and out-of-plane lateral loading only.Wall bracing (braced wall panels)to resist in-plane lateral loading (parallel to wall)is the responsibility of the building designer. Lateral Deflection:User specified (L/180)Total load lateral deflection criteria Vertical Deflection:User specified (L/240)Total load deflection criteria Vertical Deflection:User specified (L/360)Live load deflection criteria Vertical Deflection:Arbitrary (1")Total load deflection criteria BC CALC®analysis is based on IBC 2018. Page 3 of 3 Wall Summary Information TALL WALL -STAIRWAY BC CALC®Member Report Wall |07-03-08 |12 OCS November 30,2022 11:21:56 Build 8381 Job name:MN X423 File name:MN X423 -Tall Wall Address:Description: City,State,Zip:Specifier:Plan Builder:D R Horton Designer:PG Code reports:ESR-1040 Company:Boise Cascade DisclosureUseoftheBoise Cascade Software is subject to the terms of the End User License Agreement (EULA).Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS™,ALLJOIST®,BC RIM BOARD™,BCI®,BOISE GLULAM™,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®, VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. (4-FT)(4-FT)BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(4.9-FT)COPYRIGHT HANSON GROUP, LLC 2022©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 DOCUMENTDescriptionDecember 9, 2022Project Number:Date:2.592S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044X403/X423A-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:Garrett Brunell12-9-2252600Date: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 WALKOUTFOUNDATIONSTHE REQUIREMENTS SHOWN DIRECTLY ABOVE ONLY APPLY TO LOOKOUTFOUNDATIONSMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY2S1REFERENCE PLANUPPER LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY w/ OPTIONAL UPPER LEVEL)3S1REFERENCE PLANSCOPEDESIGN 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.CONCRETEFOUNDATIONBELOWSIMPSON HTT5HOLDOWN ANCHOR ATLOCATIONS SHOWN w/12"Ø x 12" LONGSIMPSON TITEN HDSCREW-IN ANCHORPOST-INSTALLED HOLDOWN OPTION5S1FRAMING DETAIL(4-FT)(4-FT)(4-FT)(4-FT)(4-FT) BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINEBRACEDWALL LINE(4-FT)(3-FT)(4-FT)(4-FT)(4-FT)(4-FT)BRACEDWALL LINEBRACEDWALL LINECONSTRUCTPORTAL FRAMEAS SHOWN IN 4/S1WITH GARAGE SIDE 5FT BUMP-OUT OPTION(2.4-FT)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/ TRUSSESROOF 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.NAIL BOTTOM PLATE w/(3) 16d NAILS EVERY 16"(OR AS SHOWN TOTHE RIGHT IF REQ'D)FASTEN PLATE w/ 14"CONCRETE SCREWS ORPOWDER ACTUATED 0.145"WASHERED PINS @ 16" O.C.w/ 1" EMBEDMENT INCONCRETEWITH 3RD STALL GARAGE OPTION(4.2-FT)(4-FT) BRACED WALL LINE(5-FT)(5-FT) (8-FT)BRACED WALL LINE BRACED WALL LINE (5-FT)(5-FT) BRACED WALL LINE(6-FT) (4-FT) BRACED WALL LINE (4-FT)(3-FT)(4-FT)BRACEDWALL LINE(5-FT)(4-FT)(5-FT)(6-FT)(4-FT)(4-FT)(4-FT)BRACED WALL LINE (4-FT) BRACED WALL LINES1FRAMING 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'-412"±2'-412"± 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 R-10 X R-10 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X Not applicable, all ducts located in conditioned space R8 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 X Not required per mech. code Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's 6 " round duct OR 5 " 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+) 0.32 Appliances Rigid, Isocynurate Perimeter of Slab on Grade RADON CONTROL SYSTEM 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 Silver Tree Plumbing and Heating MN License Number 17260 Durham Drive MB005441 City Mailing Address of the Dwelling or Dwelling Unit Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 49,983 Heating Gain Cooling Load 64 128 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): Residential Load Calculation Heating Loss Combustion Air Select a Type Location of duct or system: 23,144Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.32 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) PROG50 BA13NA030 Model Heating System Nat Gas Bryant Interior Interior Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER 912SD Manufacturer Bryant Nat Gas Output in Tons:2.550 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM 304 64 Capacity continuous ventilation rate in cfms: powder, main, master Builders Associaton of Minnesota version 101014 Step 1: Draft Hood Fan Assisted 60000 Direct Vent Input:60000 Btu/hr & Power vent Draft Hood 50,000 Fan Assisted Direct Vent Input:50000 Btu/hr & Power vent Step 2: 784 ft^3 Step 3: Step 4:4a. Input:50000 Btu/hr TRV:2500 ft^3 4b. Input:50000 Btu/hr RVFA:3750 ft^3 Input:0 Btu/hr RVNFA:ft^3 TRV =3750 +0 =3750 ft^3 Ratio =784 /3750 =0.21 RF=1 -0.21 = Input:50000 Btu/hr CAOA=50000 /3000 Btu/hr per in2 =16.6667 in2 16.666667 x 0.79 =13.18 in2 CAOD =1.13 x 3.63 =4.10 in Required Volume Fan Assisted (RVFA) Complete vented combustion appliance information: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) 1346.6012 IFGC APPENDIX E, WORKSHEET E-1. Total Btu/hr input of all non-fan-assisted appliances If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Known Air Infiltration Rate (KAIR) MethodTotal Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Use Fan-Assisted Appliances column in Table E-1 to find Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) The CAS includes all spaces connected to one another by code compliant openings.CAS Volume: Furnace/Boiler: Water Heater:(Not fan assisted) (Not fan Assisted) Total Required Volume (TRV) = RVFA + RVNFA Required Volume Non-Fan-Assisted (RVNFA) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Determine air Changes per Hour (ACH)1Default 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) Use Standard Method column in Table E-1 to find Total Required Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. Determine Required Volume for Combustion Air.Standard Method 0.79 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 (EXCEPT DIRECT VENT) Total Btu/hr divided by 3000 Btu/hr per in^2 Use Non-Fan-Assisted Appliances column in Table E-1 to find Combustion Air Opening Area (CAOA): Step 5: Calculate the ratio of available interior volume to the total required volume. Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio If CAS Volume (from Step 2) is less than TRV then go to STEP 5. CAOD = 1.13 multiplied by the square root of Minimum CAOA 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = Step 9: Calculate Combustion Air Opening Diameter (CAOD) 1994(1) to Present Pre 1994(2)1994(1) to Present Pre 1994(2) 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 1,05025,000 1,250 1,875 938 2,625 1,31330,000 1,500 2,250 1,125 3,150 1,57535,000 1,750 2,625 1,313 3,675 1,83840,000 2,000 3,000 1,500 4,200 2,10045,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 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 3,15065,000 3,250 4,875 2,438 6,825 3,41370,000 3,500 5,250 2,625 7,350 3,67575,000 3,750 5,625 2,813 7,875 3,93880,000 4,000 6,000 3,000 8,400 4,20085,000 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 5,250105,000 5,250 7,875 3,938 11,025 5,513110,000 5,500 8,250 4,125 11,550 5,775115,000 5,750 8,625 4,313 12,075 6,038120,000 6,000 9,000 4,500 12,600 6,300125,000 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 7,613150,000 7,500 11,250 5,625 15,750 7,875155,000 7,750 11,625 5,813 16,275 8,138160,000 8,000 12,000 6,000 16,800 8,400165,000 8,250 12,375 6,188 17,325 8,663170,000 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 9,713190,000 9,500 14,250 7,125 19,950 9,975195,000 9,750 14,625 7,313 20,475 10,238200,000 10,000 15,000 7,500 21,000 10,500205,000 10,250 15,375 7,688 21,525 10,763210,000 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 16,857 8,438 23,625 11,813230,000 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. 1346.6014 IFGC APPENDIX E, TABLE E-1. Known Air Infiltration Rate (KAIR) Method (ft3) Fan Assisted Non-Fan-Assisted IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Standard Method (ft3) Input Rating (Btu/hr) One or multiple power vent or direct vent appliances or no combustion appliancesA One or multiple fan-assisted appliances and power vent or direct vent appliancesB One atmospherically vented gas or oil appliance or one solid fuel applianceC Multiple atmospherically vented gas or oil appliances or solid fuel appliancesD 1a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) 2628 0 0 0Estimated House Infiltration (cfm): [1a x 1b] 394.2 0 0 0 2.a) Exhaust Capacity continuous exhaust-only ventilation systems (cfm): (not applicable to balanced ventilation systems such as HRV) 0 0 0 0 b) clothes dryer 135 135 135 135 c) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) 240 0 240 240 d) 80% of next largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) 0 0 0 Total Exhaust Capacity (cfm): [2a+2b+2c+2d] 375 135 375 375 3.a) Makeup Air Requirement Total Exhaust Capacity (from above) 375 135 375 375 b) Estimated House Infiltration (from above) 394.2 0 0 0 Makeup Air Quantity (cfm): [3a – 3b] (if value is negative, no makeup air is needed) -19.2 135 375 375 4. For Makeup Air Opening Sizing, refer to Table 501.3.2 One or multiple power vent or direct vent appliances or no combustion appliancesA One or multiple fan-assisted appliances and power vent or direct vent appliancesB One atmospherically vented gas or oil appliance or one solid fuel applianceC Multiple atmospherically vented gas or oil appliances or solid fuel appliancesD Passive makeup air opening duct diameterE,F,G Type of opening or system (cfm) (cfm) (cfm) (cfm) (inches) Passive Opening 1-36 1-22 1-15 1-9 3Passive Opening 37-66 23-41 16-28 10-17 4 Passive Opening 67-109 42-66 29-46 18-28 5Passive Opening 110-163 67-100 47-69 29-42 6Passive Opening 164-232 101-143 70-99 43-61 7Passive Opening 233-317 144-195 100-135 62-83 8Passive Opening with Motorized Damper 318-419 196-258 136-179 84-110 9Passive Opening with Motorized Damper 420-539 259-332 180-230 111-142 10Passive Opening with Motorized Damper 540-679 333-419 231-290 143-179 11Powered Makeup AirH >679 >419 >290 >179 not applicable 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. A Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustionappliances. B Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. Table 501.3.1 Procedure to Determine Makeup Air Quantity for Exhaust Equipment in Dwellings Use the Appropriate Column to Estimate House Infiltration A Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B Use this column if there is one fan-assisted appliance per venting system. 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. G Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.H Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.3.2 Makeup Air Opening Sizing Table for New and Existing Dwellings 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 atmosphericallyvented gas or oil appliances and solid fuel appliance(s). E 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. F If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. 4 5 X 15 =752628 2628 X 0.02 =52.56 Continuous Ventilation Requirement = Enter # of Bedrooms Ventilation 127.56 63.78 Sq Ft of Home (including unfinished basements etc) Total Ventilation Requirement = Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Mar-14 13:35:48Right-Suite® Universal 2022 22.0.01 RSU64702 Page 1 ...\Documents\Wrightsoft HVAC\DRH- X423- Siena.rup Calc = MJ8 Front Door faces: E Job:Load Short Form 1/10/23Date:Entire House By: Silver Tree Plumbing and Heating LLC 1335 Mendota Heights Rd, Mendota Heights, MN 55120 Phone: 651-319-4200 Email: andyf@silvertreepandh.com Web: www.silvertreepandh.com Project Information DRH- X323- SienaFor: Design Information InfiltrationClgHtg SimplifiedMethod88-15Outside db (°F)Semi-tightConstruction quality7270Inside db (°F) 1 (Semi-tight)Fireplaces1685Design TD (°F) M-Daily range 5030Inside humidity (%)5030Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade TradeModelAFUE 92 Cond SEER 13.0 AHRI ref Coil AHRI refEfficiency92 AFUE Efficiency 11.6 EER, 13 SEER Heating input Btuh54330 Sensible cooling Btuh20425 Heating output Btuh49983 Latent cooling Btuh8754 Temperature rise °F48 Total cooling Btuh29179 Actual air flow cfm973 Actual air flow cfm973 Air flow factor cfm/Btuh0.020 Air flow factor cfm/Btuh0.044 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Room1 883 12627 4190 256 185 Room2 883 14532 9879 295 437 Room4 883 11748 4736 238 209 Room5 380 9068 3205 184 142 Entire House 3030 47975 22010 973 973 Other equip loads 2009 0Equip. @ 0.93 RSM 20426 Latent cooling 2718 TOTALS 3030 49983 23144 973 973 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Alexis Flores 3/20/23 X PM