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HomeMy WebLinkAboutLA176351 7667 205th St W 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 7667 205th Street W Lakeville MN 55044 New Single Family Home this is the 3402 Master None $186,943.00 12/26/19 4/10/20 10 1 Cedar Crossing n n n bmhareid@drhorton.com Same as Contractor D.R.Horton, Inc - Minnesota 605657 n/a 952-985-7806 20860 Kenbridge Court Lakeville MN 55044 Silvertree 058743 651-900-7039 1335 Mendota heights Rd Mendota Hgts MN 55120 Sabre 763-473-2267 15535 medina Road Plymouth MN 55447 MB003392 9/15/20 DSM 651-480-1355 IR652046 12/31/19 Cole Feriancek 12/10/19 8 Cole Feriancek 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: ROOF PLAN1/8"=1'-0"REFSIDING LEGENDALAP SIDING "B"LAP SIDING "A"PRODUCTCBD5" TRIM - VINYL LINEALNOT USEDE6 1/2" VINYL BEAD BDAT FRONT ONLYTYPICAL WDW & DOOR TRIM3 1/2" VINYL TRIM 5" VINYL TRIM5" VINYL TRIM3 1/2" VINYL TRIM 1/2"=1'-0"1.0X20860 KENBRIDGE COURT, SUITE 100LAKEVILLE, MN 55044 (952)985-7272DRAWN: 4-6-2017-MGCUST:SPEC HOME3402-B-4.0CLAYTONLIGHT FIXTURES1/2"=1'-0"BLOCKING AT7-1/4"12" 4"4" DIA. HOLE14" TO TOP OF STONE VENEERA DIVISION OF D.R. HORTON INCEXPRESS: 12-27-2018-LLREVISED: 1-14-2019-LLELEVATION 'B'6:12 PITCHSTEEL PANEL OVERHEAD DOORXXXXXADDRESS NUMBER1'-0"AASTEEL PANEL OVERHEAD DOORICE & WATERALUMINUM FLASHINGBEHIND STOOP8128128128:12 8:12 1'-0" HEEL 7'-6"T.O. 2W 2040 SH (FIXED / BLACKENED) R.O. 48"x48"SHAKECLAYTONRAISE STONE: 4-22-2019-LLRIGHT ELEVATION1/8"=1'-0"REAR ELEVATION1/8"=1'-0"8:12 PITCHMAINTAIN 6" MIN SEPARATION WOOD to EARTHA612612MAINTAIN 6" MIN SEPARATION WOOD to EARTH812ASPHALT SHINGLESFLASH OVER ALL EXT OPGSA8126:12 PITCH8" REALWOOD COLUMN w/2x6 CAP & BASE40% TO 50% NEAR RIDGEVENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2LEFT ELEVATION1/8"=1'-0"MAINTAIN 6" MIN SEPARATION WOOD to EARTHA8:12 PITCH8" REALWOOD COLUMN w/2x6 CAP & BASE1'-0"HEEL9'-1 1/8" 1'-0" HEEL 9'-1 1/8" 8'-0"AAAABBBBCCCC8:128:1262' RIDGE VENT 1'-0"1'-0"1'-0"3'-3"1'-0" 1'-4" 1'-4"6:126:128' RIDGE VENT1'-0"1'-0"1'-0"PERMIT/CONST: 12-9-2019-CF7667 205TH ST W.PERMIT/CONST.PLANSLOT 10, BLK 1, CEDAR CROSSINGSConcept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode12/20/2019dmathews XCLAYTON 3402-B-4.0EXPRESS: 12-25-2018-LLELEC UPDATES: 3-26-19-LLPC#692: 10-15-2019-LL2.0FOUNDATION PLAN1/4"=1'-0"NOTE:3'-6" HIGH POURED CONC. FOUNDATION WALL TYPICAL1866 FOUND. SQ. FT.UNEXCAVATEDA/CFILL14"x8" CONC. FTG.POURED CONC. WALL6" THICKMIN. 3'-6" BELOW GRADE6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE39'-0"65'-0" 56'-0"9'-0" 65'-0"42'-0"23'-0"18'-4"20'-8"49'-0"13'-6"20'-10"4'-8"20'-4"2'-8"6'-4"13'-6" 9'-0"UNEXCAVATED6" CURB, 2" LEDGE EA. SIDE 20x8 CONC FTG10" THICK, 3'-6" HIGH CONC WALLMIN. 3'-6" BELOW GRADE16'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.2'-3 1/2"2'-3 1/2"16'-3"6"6" CURB, 2" LEDGEPOURED CONC. WALL16"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADERADONVENT PIPESLAB ON GRADE10'-0"21'-0"2'-0"10'-0"7 1/2"1'-1 1/2"8'-3"8'-3" M.O.2 ANCHOR STRAPS WITHMIN. UPLIFT CAPACITY OF 4,200 LBS.6" CURB (OMIT CURB AT GARAGE DOOR OPENINGS)8" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADE(OMIT CURB AT GARAGE DOOR OPENINGS)6" THICK POURED CONC. WALL16"x8" FTG.MIN. 3'-6" BELOW GRADEPOURED CONC. WALL16"x8" CONC. FTG.8" THICK, 4'-4" TALL6" CURB, 2" LEDGE EA. SIDE 20x8 CONC FTG10" THICK, 3'-6" HIGH CONC WALLMIN. 3'-6" BELOW GRADEGROUNDING RODSTHRU PLATES7667 205TH ST W.PERMIT/CONST.PLANSLOT 10, BLK 1, CEDAR CROSSINGS XCLAYTON 3402-B-4.0EXPRESS: 12-25-2018-LLELEC UPDATES: 3-26-19-LLPC#692: 10-15-2019-LL3.01/4"=1'-0"GAS FIREPLACE DETAIL1ST 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/MFRSLAB ON GRADEWINDOW & DOOR SCHEDULECALL-OUTU-FACTORROUGH OPENINGLOCATIONSHGC#3-0 DOOR0.31FOYER0.231BEDROOM #2138 1/4" X 95 1/4"16068 SGD w/ TRAN.3060 SHDINING ROOM0.3172 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 ROOM0.31DINING ROOM2W 3050 SH10.310.3172 1/8" X 60 1/4"OWNERS BEDRM2W 3050 SH10.310.3172 1/8" X 60 1/4"3W 2020 FX171 1/4" X 24"0.301860 SH2BEDROOM #20.310.31FOYER2W 3050 SH16x7 OVERHEAD DOORON ALL WALLS & CEILINGGYP. BOARDNOTE: CARPET30 SQ. FT.8" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAMOWNERSBEDRMCPT.LAUNDRYWD2x6 WALL22x30ATTICACCESS 5'-0"INSIDE FRAMINGCOVEREDCONC.RANGEMICRO HOODCIRCUITREF.KIT.9'-8"INSIDE FRAMING7'-0" CABTS.7'-3" TOPO. BATHTPH42"8'-2"INSIDE FRAMING BEDRM #2CPT.2-82-830"TPH 24" TOWEL BAR5-0 FBGL TUB/SHWRBATH #26-0 x 8-0 S.R.O.2-82-82-82-02-842"12"2-43-0TRANSOM OVER PORCH2-82-82W 3050 SHSINKDW 2W 3050 SH56'-0" 12'-2"6'-0"11'-4"26'-6" 65'-0"41'-11 1/2"23'-0 1/2"20'-8"49'-0"13'-6"20'-10"4'-8"20'-4"2'-8"6'-4"13'-6" 9'-0"6'-9"6'-9"2'-4"2'-4"5'-3 1/2"6'-3"17'-11"8'-3 1/2"12'-4 1/2"W/ 14" TRANSOM6068 SGD5'-6 1/2"6'-10"4'-2"6'-8" 16'-8"6"5'-6 1/4"3'-9 3/4"9'-4"3'-6"9'-4"2'-8"2'-4 1/2"2'-4 1/2"1'-8"3'-8 1/4"7'-3 3/4"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"SILLCOCK8'-0"2x6 WALL2W 3050 SH 2-8W.I.C.CPT.4'-9 1/4"2'-8"2'-8"5'-1 3/4"6'-10"2x6 WALL3'-2"6'-0" 9'-10" 2'-5"26'-6"1'-6"4'-10"FAMILYROOMCPT.HD FLR.HD FLR.DININGROOM5'-6"SHOWER34x60 FBGLS 12" OVERHANG 2X6 WALL FRAMED3'-7" TOPHD FLR.HD FLR.HD FLR.HD FLR.HD FLR.HD FLR.RADONVENT PIPEMFD TRUSSES AT 24" O.C.4-0 BI-FOLD 10'-0"HD FLR.3'-0"3'-0"11'-11"2020 FX2020 FX TRANSITION BREAKNOTE:ACHVW.I.C.CPT.NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONSWHF.D.4'-5 1/2"6'-0 1/2"8'-1"8'-6 1/2"HD FLR.CONC.WATERMETER2-85-0 BI-FOLD9'-8"4'-6"1'-9"MECH.12" DROPPED SOFFIT39'-0"65'-0" 9'-0"18'-4"8'-2"6'-2"COVEREDCONC. PATIO4'-0"DROPPED BEAM 12"12"8" REALWOOD COLUMNMFD TRUSSES MFD TRUSSES7'-4"2'-4"3'-4 1/2"1'-1 3/4"4'-5"2-82-03'-11"2'-4"2-83'-0"BEDRM. #3CPT.1860 SH3"3"3060 SH1860 SHGARAGESLOPE TO DOORS4" CONC FLOOR674 SQ. FT.TYPICAL 2x6 GARAGE WALLS23'-0 1/2"10'-0"21'-0 1/2"10'-0"4'-9"5'-3"2'-0"MFD TRUSSES AT 24" O.C.GIRDER TRUSS8x7 OVERHEAD DOOR85"(L) X 34 1/2" A.F.F.(H)8'-3 3/4"OWNERS BEDRM22020FX24" X 24"0.310.32165 SQ. FT.NOTE:FRAMER TO ROCK &POLY MECH. RM LID10'-11 3/4"2x6 WALL 20" X 72"36 1/4" X 60 1/4"3W 2020 FX 5'-6" WIRE SHELVING CLEANOUTTO STREET22x30ATTICACCESS 5'-0"8"37"x34-3/4"S/R2'-10 3/4"RGH OPGDV3732 GAS FPFIREPLACE TRIM KIT2x8 PLATFORM8"2'-10 3/4"WALL CHANGES TO 2X8WHEN BONUS ROOM IS ADDEDSILLCOCK2-2x10 DROPPEDGAS FP5'-1"4'-1 1/8"3'-11"7667 205TH ST W.PERMIT/CONST.PLANSLOT 10, BLK 1, CEDAR CROSSINGSPLAN OPTIONSGAS FIREPLACE(2)9-1/2 Versa-Lam (2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam(2)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).683.55556555655Top of WallConnections3.33.3PFHPFHUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel. 4.0XCLAYTON 3402-B-4.0EXPRESS: 12-25-2018-LLELEC UPDATES: 3-26-19-LLPC#692: 10-15-2019-LLFANLSDSGFISSSWP SSFANSD/CMDSPRINKLERSYSTEMRECEPTACLE1ST FLOOR PLAN1/4"=1'-0"ACHVFAMILYROOMFOYEROWNERSBEDRMLAUNDRYW.I.C.GARAGECOVEREDCONC. KIT.O. BATHBEDRM #2BATH #2WHF.D. PORCHCOVEREDCONC. PATIOSLAB ON GRADEW.I.C.DININGROOMWATERMETERRADONVENT PIPEDISP.SLLLLSSUSB SDCSD/CMDSSSGFIGFISSSS S WPSLS SFAN LRRLOW VOLTAGEOUTLETSEPERATE 15 AMPCIRCUIT W/ SINGLERECEPTACLE15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEGFIA/CWPTCHIME DWSLSMART HOMESYSTEM RECEPTACLESHCP S GFISS BEDRM. #3SSD/CMDS SDLSLLDDDLLLSLLLLROUGH-INCEILING FANSSCL7667 205TH ST W.PERMIT/CONST.PLANSLOT 10, BLK 1, CEDAR CROSSINGSPLAN OPTIONSGAS FIREPLACE X1/4"=1'-0"56'-0"1'-0"1'-0"1'-0"FAMILYROOMBEDRM #2BATH 2COVEREDCONC. PATIOBEDROOM #3CROSS SECTION B-B1/4"=1'-0"42'-6"1'-0"1'-0"1'-0"CROSS SECTION A-AOWNERSBEDRMW.I.C.O. BATHGARAGE22'-6"1/4"=1'-0"39'-0"CROSS SECTION C-C1'-0"8121'-0"1'-0"8121'-0"FAMILYROOMKIT.O. BATHMFD TRUSSMFD TRUSSSLOPE TO DOORS4" CONC. FLOOR3'-6" 3'-6" 3'-6" 9'-1 1/8" 9'-1 1/8" 9'-1 1/8"3-1/2" CONC. FLOOR3-1/2" CONC. FLOOR3-1/2" CONC. FLOORCLAYTON 3402-B-4.0EXPRESS: 12-25-2018-LLELEC UPDATES: 3-26-19-LLPC#692: 10-15-2019-LL5.09'-1 1/8" 9'-1 1/8"VARIESSEE PLANVARIES122x6 STUDS AT 16" O.C.BLOCK AT MIDPOINT2x6 BEARING WALL14x8 CONC. FTG.1/2" ANCHOR BOLTSR-49 INSUL.MFD TRUSSESAIR CH U T ES 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 R806TREATEDSILL PLATE4" INCH CLEAN AGGREGATEPREPARED SUBGRADECONCRETE SLAB ANDOR APPROVEDPASSIVE SUB-SLAB DEPRESSURIZATIONSYSTEM REQUIRED PER MINNESOTARESIDENTIAL ENERGY CODE 1322.2100OPENINGS, 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.FLOOR TRUSSES 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 SUBFASCIAPROVIDE 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, FLRS4 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.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"SIDE OF "T" FITTING INPIPE CONNECTED TO EACH1/2" 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 FOAM2x6 EXTERIOR WALLR-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=20RUNNING 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 CENTER16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTUREAND CEILINGSAGGREGATE10' SECTION OF PERFORATEDGAS-PERMEABLE LAYERSEAMS 12" BETWEEN16x8 CONC. FTG.5000 PSI TESTED -OR-APPROVED ADMIXTURE6 MIL POLY V.B. W/ LAPPEDTYPICAL WALL SECTION1/2"=1'-0" UNEXCAVATEDFILLUNEXCAVATEDUNEXCAVATED56' 0" 9' 0" 65' 0" 42' 0" 13' 6" 4' 8" 20' 10"18' 4"20' 8"39' 0"13' 6"6' 4"10' 0"2' 0" 21' 0" 10' 0"2' 8"20' 4"FILL2' 0" 9' 0" 10' 0"20' 10"4' 8"13' 6"5' 0" 19' 4"Sheet: 1 of 3DWG: FoundationFile: 3402 ClaytonBy: Anthony EstevezDate: 2-2-19Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.3402 CLAYTON GARAGE RIGHTEXPRESS HOMESSLAB ON GRADEDESIGN = N/ABASE MODELSLAB ON GRADE"A" & "B" ELEVATIONS"C" ELEVATION FRONT ProductsPlotID Net Qty ProductLength PliesB1 6 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 8' 0" 2B2 4 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 1 Girder Truss by others 22' 0" 1B5 4 Beam by others 8' 0" 1B6 1 Beam by others 6' 0" 1B7 4 Beam by others 4' 0" 1Pt1 1 Post by others 10' 0" 1ROOF TRUSSESBY OTHERSROOF TRUSSESBY OTHERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSSINGLETRIMMERSROOF TRUSSESBY OTHERSHEADER TO BEUSED IN ALL ELEV.Pt1B6B3B5B2B7B5B5B7B1B1B5B7B7B2B4B14' 8"18' 4"9' 0" 13' 6"56' 0" 65' 0" 20' 10"42' 0" 39' 0"20' 8"21' 0" 2' 0" 10' 0"10' 0"ProductsPlotID Net Qty ProductLength PliesB1 4 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP 6' 0" 2Pt1 3 Post by others 10' 0" 1SAME HEADERAS USED INELEV. "A"Pt1Pt1Pt1B1B120' 10"13' 6"10' 0"2' 0" 4' 8"Sheet: 2 of 3DWG: Main FloorFile: 3402 ClaytonBy: Anthony EstevezDate: 2-2-19Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTONBoise Building Material DistributionLakeville, MN (952) 469-5900SALES PRESENTATION DRAWINGNo structural or dimensional check has been made of this designdrawings of the building, therefore purchaser is to check andapprove all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.Revisions:BY:"BEAM BY OTHERS" TO BE ADOUBLE 2X10 SPF #2SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NOLESS THAN 3" OF BEARINGAT EACH END. UNLESSNOTED OTHERWISE.3402 CLAYTON GARAGE RIGHTEXPRESS HOMESMAIN FLOOR HEADERSDESIGN = L/360BASE MODELMAIN FLOOR W/ SLAB"A" & "B" ELEVATIONS"C" ELEVATION FRONT COPYRIGHT HANSON GROUP, LLC 2019©DescriptionJanuary 29, 2019Project Number:Date:9.044S11Sheets: of1D R Horton 20860 Kenbridge Court #100Lakeville, MN 55044Clayton-B-GR ModelMinnesota Construction3407 Kilmer Lane NSuite 4Plymouth, MN 554416GN 612-708-3572YYYJCPUQPITQWROPEQO2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALLPROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILSNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACHNAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANELFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END(4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL(4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION(ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALLROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILSNAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALLREPRESENTSFIGURER602.10.8.2(3)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUMSHEATHING BOTH FACES WITH EITHER FASTENER OPTIONLISTED IN NOTE 4, SPACED AT 4" O.C. PROVIDE INCREASEDFASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 3. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TOBE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ONEXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.(MIN. LENGTH)SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 - SFB AND CS-SFB.A.2x4/2x6 STUDS SPACED @ 16" O.C.B.MIN. WALL SHEATHING: 12 " FIBERBOARD SHEATHING w/ 134" GALVANIZED ROOF NAILS OR 8d NAILS OR 112" 16GAUGE STAPLES @ 3" O.C AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.3.NOTED "OSB" EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 - WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.C.A MINIMUM 24-INCH WOOD STRUCTURAL PANEL CORNER RETURN SHALL BE PROVIDED AT BOTH ENDS OF ACONTINUOUSLY-SHEATHED BRACED WALL LINE IN ACCORDANCE WITH FIGURE R602.10.7. IN LIEU OF THECORNER RETURN, A TIE-DOWN DEVICE WITH A MINIMUM UPLIFT DESIGN VALUE OF 800 POUNDS (SIMPSONLSTA36, MSTC28, OR EQUIVALENT) SHALL BE FASTENED TO THE CORNER STUD AND TO THE FOUNDATION(SIMPSON LTT19, LTT20B, HTT4, OR EQUIVALENT) OR FRAMING BELOW IN ACCORDANCE WITH FIGURE R602.10.7.4.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)5.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.6.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.7.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.8.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSESLOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODEPLANS SHOWN LIGHT IN BACKGROUND ARE FORLOCATION REFERENCE ONLY. PLAN NOTES ANDELEMENTS SHOWN LIGHT MAY NOT NECESSARILYSUPPORT THE HANSON GROUP'S DESIGN.DateRevisionPrint Name:Signed: License Number:Ryan Mack1-29-1946673Date:I hereby certify that this plan, specification or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.HARDWAREALTERNATETABLESIMPSONPRODUCTUSPPRODUCTA34MP34A35MPA1H2.5RT7HTT5HTT45LSTASTRAPSAMELTP4MP4FMSTCSTRAPSAMESTHD14/RJSTAD14/RJTITEN HDWEDGEBOLTHARDWARE IN SAMEROW MAY BE USEDINTERCHANGEABLYIN THIS DOCUMENTBONUS LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY(ONLY REQUIRED WITHOPTIONAL BONUS LEVEL)2S1REFERENCE PLANMAIN LEVEL HOUSE PLAN SHOWNFOR LOCATION REFERENCE ONLY1S1REFERENCE PLANCONSTRUCTPORTAL FRAME ASSHOWN IN 3/S1(3.5-FT)(3.5-FT)(4-FT) ONE-SIDED (4-FT) ONE-SIDED (4-FT)(4-FT)BRACED WALL LINE BRACED WALL LINEBRACEDWALL LINE(4-FT) (5-FT)(5-FT) (5-FT)(5-FT)(3.3-FT)(6-FT)(3.5-FT)(8-FT)(6-FT) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINEBRACEDWALL LINEBRACEDWALL LINEOSB(5-FT) (5-FT)(5-FT)(5-FT)BRACED WALL LINE(6-FT)(3.3-FT)2'-312"±16'-3"±NOT TO EXCEED 12'-0"FASTEN TOP PLATE TO HEADER w/ (2)ROWS 16d SINKER NAILS @ 3" O.C.(1) 2x6 BEARING STUD & (1) 2x6 FULLHEIGHT STUD EACH END OF HEADERLOCATE PANEL JOINT WITHIN 2'-0" FROMCENTER OF WALL HEIGHT AS REQ'D (2x SOLIDBLOCKING REQUIRED AT SHEATHING JOINT)(2) 2x6 BEARING STUDS MIN.(VERIFY w/ SUPPLIER)USP STAD14 EMBEDDED HOLDOWNANCHOR AT LOCATIONS SHOWN(REFER TO 4/S1 FOR ALTERNATIVE OPTIONS)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.)USP MSTC40 STRAP ON INSIDE FACE OFWALL (PROVIDE SPACER TO FLUSH OUTHEADER TO WALL STUD THICKNESS)FASTEN KING STUD TO HEADER w/(2) ROWS 16d SINKER NAILS @ 3" O.C.S1FRAMING DETAILGARAGE FRONT PORTAL FRAME3NOTEINFO APPLIES SYMMETRICALLY ACROSS DETAIL.CONTINUOUS LSL/LVL HEADER TOSUPPORT VERTICAL LOADS BY SUPPLIER(MIN.312" WIDTH & MIN.1114" DEPTH REQ'D)PROVIDE 2x6 INFILL WALL ABOVE HEADER AS REQ'DLARGE HATCH AREA INDICATES 716" OR THICKERPLYWOOD OR OSB SHEATHING APPLIED TO EXTERIORSIDE OF STUDS w/ STANDARD 6"/12" NAILINGPROVIDE FASTENING OF ABOVEFRAMING EQUAL TO THAT DETAILEDFOR BRACED WALL PANELS2'-312"±POST-INSTALLED HOLDOWN OPTION4S1FRAMING DETAILCONCRETEFOUNDATIONBELOWUSP HTT45 HOLDOWN ANCHOR ATLOCATIONS SHOWN NAILED TODOUBLE STUDS w/ 12"Ø x 12" LONGSIMPSON TITEN HD SCREW-INANCHOR INTO CONCRETEPROVIDE TOP OF WALL CONNECTIONSSHOWN FOR BRACED WALL PANELSALONG INDICATED PORTION OF WALLPROVIDE TOP OF WALLCONNECTIONS SHOWN FORBRACED WALL PANELSALONG INDICATEDPORTION OF WALL ST011 ST02ST03ST03ST03ST03ST03ST03ST03ST03ST03ST04ST0515-00-0018-07-002 Page 1 of 2 Wall Summary Information W01 BC CALC®Member Report Wall |15-00-00 |16 OCS August 22,2018 15:38:51 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Page 2 of 2 Wall Summary Information W01 BC CALC®Member Report Wall |15-00-00 |16 OCS August 22,2018 15:38:51 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez 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 Standard Load Unf.Area (lb/ft²)L 00-00-00 18-07-00 20 01-04-00 2 Roof Unf.Lin.(lb/ft)L 00-00-00 15-00-00 60 105 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 264 lbs 7.5 %115%Spruce-Pine-Fir Bottom Plate 2x 264 lbs 7.5 %115%Spruce-Pine-Fir Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,S...4,ST05 13 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 20-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 15-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 15-00-00 Fire blocking is not included.Estimated quantity:30'fire blocking. Notes BC CALC®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 2012. 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. ST011 ST02ST02ST0104-00-0018-07-002 Page 1 of 2 Wall Summary Information W02 BC CALC®Member Report Wall |04-00-00 |16 OCS August 22,2018 15:51:13 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez Code reports:ESR-1040 Company:Boise Cascade Page 2 of 2 Wall Summary Information W02 BC CALC®Member Report Wall |04-00-00 |16 OCS August 22,2018 15:51:13 Build 6782 Job name:F402-422 Tall Wall File name:Stairway Walls Address:Description: City,State,Zip:Specifier:Plan Customer:D.R.Horton Designer:Anthony Estevez 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 Standard Load Unf.Area (lb/ft²)L 00-00-00 18-07-00 20 01-04-00 2 Roof Unf.Lin.(lb/ft)L 00-00-00 04-00-00 240 420 01-04-00 Bearing Supports Size Value %Allowable Duration Material Top Plate Double 2x 903 lbs 25.8 %115%Spruce-Pine-Fir Bottom Plate 2x 903 lbs 25.8 %115%Spruce-Pine-Fir Member SummaryTagProduct Plies Results Connection ST01 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 Passed Wall Framing Net Tag Qty Product Plies Length ST01,ST02 4 1-1/2"x 5-1/2"VERSA-LAM®1.7 2650 SP 1 20-00-00 BP01 1 1-1/2"x 5-1/2"Spruce-Pine-Fir 1 04-00-00 TP01 2 1-1/2"x 5-1/2"Spruce-Pine-Fir 2 04-00-00 Fire blocking is not included.Estimated quantity:8'fire blocking. Notes BC CALC®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 2012. 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. 12-10-00 17-10-00 B1 B2 B3 0 1 2 4 3 Total Horizontal Product Length = 30-08-00 Page 1 of 2 Triple 1-3/4"x 16"VERSA-LAM®2.0 3100 SP FB05 Kit-Laundry-WIC (Floor Beam) BC CALC®Member Report Dry |2 spans |No cant.September 26,2019 12:29:52 Build 7295 Job name:File name:3402 Clayton Calcs Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: Page 1 of 2 Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live B1,2-1/2"1631 /492 2336 /0 3462 /0 B2,7-1/4"5400 /0 11076 /0 13500 /0 B3,4-3/8"2183 /135 4201 /0 5289 /0 Load Summary Live Dead Snow Wind Roof Live Tributary Tag Description Load Type Ref.Start End Loc.100%90%115%160%125% 0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 30-08-00 Top 24 00-00-00 1 Floor Unf.Area (lb/ft²)L 00-00-00 30-08-00 Back 40 10 07-00-00 2 Low Roof Unf.Area (lb/ft²)L 00-00-00 30-08-00 Front 20 35 13-00-00 3 Wall Unf.Lin.(lb/ft)L 00-00-00 30-08-00 Top 80 n\a 4 High Roof Unf.Area (lb/ft²)L 00-00-00 30-08-00 Top 20 35 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos.Moment 33802 ft-lbs 52.4%115%12 23-00-15 Neg.Moment -40244 ft-lbs 62.4%115%13 12-10-00 End Shear 7582 lbs 41.3%115%12 28-11-10 Cont.Shear 11631 lbs 63.4%115%13 14-05-10 Total Load Deflection L/472 (0.446")50.9%n\a 12 22-04-12 Live Load Deflection L/791 (0.266")45.5%n\a 27 22-04-12 Total Neg.Defl.L/999 (-0.057")n\a n\a 12 09-04-10 Max Defl.0.446"44.6%n\a 12 22-04-12 Span /Depth 13.1 Bearing Supports Dim.(LxW)Value %Allow Support %Allow Member Material B1 Hanger 2-1/2"x 5-1/4"6155 lbs n\a 62.5%Hanger B2 Wall/Plate 7-1/4"x 5-1/4"25251 lbs n\a 88.5%Unspecified B3 Wall/Plate 4-3/8"x 5-1/4"9805 lbs n\a 56.9%Unspecified Cautions Hanger model Hanger was not found.Hanger has not been analyzed for adequate capacity. DisclosureUseoftheBoiseCascade 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®, Page 2 of 2 Triple 1-3/4"x 16"VERSA-LAM®2.0 3100 SP FB05 Kit-Laundry-WIC (Floor Beam) BC CALC®Member Report Dry |2 spans |No cant.September 26,2019 12:29:52 Build 7295 Job name:File name:3402 Clayton Calcs Address:Description: City,State,Zip:Specifier: Builder:Designer: Code reports:ESR-1040 Company: Page 2 of 2 NotesDesignmeets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary (1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Hanger Manufacturer:Simpson Strong-Tie,Inc. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection Diagram:Full Length of Member a minimum =1-1/2"c =13" b minimum =4"d =24" e minimum =1" Calculated Side Load =715.0 lb/ft Install screws with screw heads in the loaded ply. Connectors are:SDS 1/4 x 4-1/2 Date Certificate Posted x Passive (No Fan ) Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: X X R-15 X R-20 X R-20 X R-21 X R-49 X R-49 X R-30 X R-32 X Not applicable, all ducts located in conditioned space R-8 MECHANICAL SYSTEMS Not required per mech. code X Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:60000 Capacity in Gallons:Other, describe: AFUE or HSPF%92% Cfm's 5" " 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 Cedar Crossings Plan ID F402 Slab Foundation Wall Perimeter of Slab on Grade Rim Joist (Foundation) Community RADON SYSTEM Interior THERMAL ENVELOPE 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 7667 205th St. W. 100 Bryant Domestic Water Heater Heating System NAT GAS Bryant 912SC36060S17 Average U-Factor (excludes skylights and one door ) U: 0.31 Heating or Cooling Ducts Outside Conditioned Spaces Bonus room over garage Describe other insulated areas Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Location of duct or system: Ceiling, vaulted Bay Windows or cantilevered areas Rim Joist (1st Floor+) Wall Mineral FiberboardRigid, Extruded PolystyreneRigid, Isocynurate Appliances Model R-value0.30 PROG5042NRH67PV BA13NA030 Rheem Make-up Air Select a Type Building Envelope air Tightness:Duct system air tightness: Ceiling, flat Manufacturer 50 40%=50 80%=101 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 42367 HEAT GAIN 21352 COOLING LOAD 26778 Location of duct or system: Select Type 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 5" metal duct OR 6" flex 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 Cole Feriancek X12/12/19 KP