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HomeMy WebLinkAboutLA168558 20648 Gunnison Dr Permit PackRESIDENTIAL 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: COVER SHEET2015 MN Residential Code 2015 MN Fire Code2014 National Electrical Code2015 MN Energy Code2015 MN Fuel Gas Code2015 MN Mechanical Code2015 MN Plumbing Code 20648 Gunnison Drive Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 05/09/2019dmathews NOTES - SCHEDULES AND LEGENDS GENERAL NOTES FOUNDATION - BASEMENTBASEMENT FOUNDATION PLAN (2)7-1/4" LVL OR(3)2x8 MSR 2000f-1.6E(2)7-1/4" LVL OR(3)2x8 MSR 2000f-1.6E(2)7-1/4" LVL OR(3)2x8 MSR 2000f-1.6EW8x10 OR (2)11-1/4"LVL (Cont.)24x24x12 pad 36x36x12 pads UFER GROUND Provide 20' rebar in footing and stub up near electrical service panel for UFER ground. 1ST FLOOR PLAN1ST FLOOR PLAN (2)11-7/8 LSL(1)11-7/8 LSL(3)20" LVL(2)22" LVL (2)2x12(2)2x12PFG PFG 2ND FLOOR PLAN2ND FLOOR PLAN (3)2x85-1/4"x3-1/2" DEEPLVL HDR (1.8E MIN.) BUILDING SECTION BUILDING SECTION FRONT ELEVATION LEFT ELEVATION RIGHT ELEVATION REAR ELEVATIONSecure door closed until deck is constructed with a separate permit. ROOF PLANROOF PLAN copyright : MULHERN & KULPStructural Engineering, Inc.c02-12-14 JGF JE 125-13026 Newberry ModelCentral Zone - MN STRUCTURAL PLAN - 1ST FLOOR (MN CODE) STRUCTURAL PLAN - 2ND FLOOR (MN CODE) STRUCTURAL PLAN - FOUNDATION BASEMENT (MN CODE) copyright : MULHERN & KULPStructural Engineering, Inc.c02-12-14 JGF JE 125-13026 Newberry ModelCentral Zone - MN copyright : MULHERN & KULPStructural Engineering, Inc.c02-12-14 JGF JE 125-13026 Newberry ModelCentral Zone - MN P:\Client Files\125 - Pulte Central Zone\Master Client admin\Master Details\Central Zone Master Fnd Detail Files\MN Central Zone - Master Foundation Details - I-Jst.dwg, 4/28/2017 8:35:21 AM, Andrew Moore,Mulhern & Kulp, DWF6 ePlot.pc3 AD 42SB.1WS-01 SC. 1-1/2" = 1'-0" SIDING AND TRIM PER ELEVATION TYPICAL 2 STORY WALL SECTION w/ BASEMENT WS-02 SC. 1-1/2" = 1'-0" BRICK VENEER AND TRIM PER ELEVATION TYPICAL 2 STORY WALL SECTION w/ BASEMENT DS-01 SC. 1-1/2" = 1'-0" - VINYL SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-01a SC. 1-1/2" = 1'-0" - ENG. SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-02 SC. 1-1/2" = 1'-0" - VINYL SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL DS-02a SC. 1-1/2" = 1'-0" - ENG. SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL AD 41SB.1WS-01 SC. 1-1/2" = 1'-0" SIDING AND TRIM PER ELEVATION TYPICAL 1 STORY WALL SECTION w/ BASEMENT WS-02 SC. 1-1/2" = 1'-0" BRICK VENEER AND TRIM PER ELEVATION TYPICAL 1 STORY WALL SECTION w/ BASEMENT DS-01 SC. 1-1/2" = 1'-0" - VINYL SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-01a SC. 1-1/2" = 1'-0" - ENG. SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-02 SC. 1-1/2" = 1'-0" - VINYL SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL DS-02a SC. 1-1/2" = 1'-0" - ENG. SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL START FRAMING HERE11-7/8" 4500s @ 16" O.C.CONTINUE FRAMING11-7/8" 4500s @ 19.2" O.C.Connector SummaryPlotID Qty Manuf Product FlangeProductsPlotID Net Qty Product Length PliesJ1 4 11-7/8" BCI® 4500s-1.8 28' 0" 1J2 13 11-7/8" BCI® 4500s-1.8 26' 0" 1J3 9 11-7/8" BCI® 4500s-1.8 18' 0" 1J4 2 11-7/8" BCI® 4500s-1.8 16' 0" 1J5 5 11-7/8" BCI® 4500s-1.8 14' 0" 1J6 2 11-7/8" BCI® 4500s-1.8 4' 0" 1B1 1 Beam by others 28' 0" 1R1 14 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1K1 1 11-7/8" BCI® 4500s-1.8 68' 0" 1P1 3 Post by others 8' 0" 1ENDJOISTENDJOISTDROP BEAMBY OTHERSKITCHEN ISLANDSUNROOMOPTION4' EXTENSIONOPTIONNOTE:Joist On Centers Can BeField Adjusted Up To 3"As Needed For Floor FramingUNEXCAVATEDSTAIRWAYVERIFY: MECH.CHASE OPENINGREQUIREMENT3 CAROPTIONPORCH SIZE WILLVARY DEPENDINGON ELEVATIONADD DOUBLE JOISTUNDER FRONT EDGEOF MODERN FIREPLACEWITH STONE/TILE OPTION(2) 11-7/8" BCI 4500s x 18'P1P1P1B1R1R1R1R1R1R1R1R1R1R1R1R1K1K1K1J2J2J4J4J6J6J3J3(4) J216" O.C.(7) J219.2" O.C.(4) J119.2" O.C.(7) J319.2" O.C.(5) J519.2" O.C.K1K1K1K1K1K1K1K1K1K1K1K1K1K1K1K1K1K138' 0"20' 4"6' 0" 11' 8"38' 0"16' 0" 8' 0" 8' 0" 36' 0" 44' 0" 24' 2 1/2"11' 9 1/2"8' 3"3' 9 1/2"6' 3 1/2"12' 4 1/2"7' 0 1/2"16' 7"SALES 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.6-6-18AERevisions:BY:File: NEWBERRYBy: MLB / AESheet: 1 of 5FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSFDEAD LOAD: 10/20 PSFFLOOR LOAD ACCOUNTSFOR TILE LOADSDESIGN = L/480REFER TO STRUCTURALDOCUMENTS FOR MORE DETAILSALL ELEVATIONS SIMILAR.SEE HOUSE PLANS.BC FRAMERScale: 1/4" = 1' - 0"DWG: MAIN FLOORDate: 10-08-15A PULTE HOMES MODELby:Boise CascadeLakeville, MN (952) 469-5900Backer BlocksHeaderSingle joist as trimmer allowableif structurally adequateF17-Bvertical load capacity.See Boise literature forF07-ASee Boise literature forNail Boise Rimboardnail into each flange.to BCI joist with 8dBoise Rimboardvertical load capacity.®F07(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06Boise I-Joist can be offset up to 3" to avoid vertical plumbing.Joist3" maxCLJoist3" maxCLOJ-Acut, notch or drill flangesDO NOTDN01 START FRAMING HERE11-7/8" 4500s @ 19.2" O.C.Connector SummaryPlotID Qty Manuf Product FlangeH1 18 Simpson IUS 1.81/11.88 NoneProductsPlotID Net Qty ProductLength PliesJ1 11 11-7/8" BCI® 4500s-1.8 34' 0" 1J2 6 11-7/8" BCI® 4500s-1.8 20' 0" 1J3 14 11-7/8" BCI® 4500s-1.8 18' 0" 1J4 1 11-7/8" BCI® 4500s-1.8 16' 0" 1J5 5 11-7/8" BCI® 4500s-1.8 14' 0" 1J6 1 11-7/8" BCI® 4500s-1.8 8' 0" 1B1-2 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 14' 0" 2B2 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 1B3 1 Beam by others 22' 0" 1R1 13 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1K1 1 11-7/8" BCI® 4500s-1.8 6' 0" 1ADD. JOISTDROPPED BEAMBY OTHERS(1) FLUSH LVLFIELD ADJUST JOISTLAYOUT FOR OPTIONALPLUMBING DROPSAS REQUIREDSTAIRWAYVERIFY:MECH. OPENINGREQUIREMENTSROOFFRAMINGPORCH SIZE WILLVARY DEPENDINGON ELEVATIONB1-2B3B2R1R1R1R1R1R1R1K1R1K1R1J3J1J3J3J4J6J1(9) J119.2" O.C.(11) J319.2" O.C.(6) J219.2" O.C.(5) J519.2" O.C.K1H1H1H138' 0"44' 0" 6' 3 1/2" 11' 8"38' 0"8' 0" 36' 0" 44' 0" 34' 0" 20' 0 1/2"1' 0"9' 4 1/2"SALES 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.6-6-18AERevisions:BY:BC FRAMERScale: 1/4" = 1' - 0"Date: 010-08-15By: MLB / AEFile: NEWBERRYDWG: SECOND FLOORSheet: 2 of 5A PULTE HOMES MODELby:Boise CascadeLakeville, MN (952) 469-5900FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSFDEAD LOAD: 10/20 PSFFLOOR LOAD ACCOUNTSFOR TILE LOADSDESIGN = L/480OTHER ELEVATIONSHR1A, HR1B, NC2G, PR1A, PR2G,HR3S-11 & NC1A ARE SIMILAR.SEE HOUSE PLANS.REFER TO STRUCTURALDOCUMENTS FOR MORE DETAILS(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06See Boise literature forNail Boise Rimboardnail into each flange.to BCI joist with 8dBoise Rimboardvertical load capacity.®F07Boise I-Joist can be offset up to 3" to avoid vertical plumbing.Joist3" maxCLJoist3" maxCLOJ-ABacker BlocksHeaderSingle joist as trimmer allowableif structurally adequateF17-Bcut, notch or drill flangesDO NOTDN01vertical load capacity.See Boise literature forF07-A Deduct Products from Base ElevationPlotID Qty Manuf Product FlangeH34 Simpson IUS 1.81/11.88NoneAdd Products for Elevation EC2GPlotID Net Qty ProductLength PliesJ1 3 11-7/8" BCI® 4500s-1.8 36' 0" 1J2 6 11-7/8" BCI® 4500s-1.8 22' 0" 1J3 1 11-7/8" BCI® 4500s-1.8 20' 0" 1J4 1 11-7/8" BCI® 4500s-1.8 12' 0" 1B1-2 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 14' 0" 2B2 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 1B3 1 Beam by others 8' 0" 1B4 1 Beam by others 6' 0" 1K1 1 11-7/8" BCI® 4500s-1.8 6' 0" 1P1 1 Post by others 10' 0" 1Deduct Products from Base ElevationPlotID Net Qty ProductLength PliesJ13 11-7/8" BCI® 4500s-1.8 34' 0"1J25 11-7/8" BCI® 4500s-1.8 20' 0"1J31 11-7/8" BCI® 4500s-1.8 18' 0"1B21 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0"1Add Products for Elevation EC2GPlotID Qty Manuf Product FlangeH1 6 Simpson IUS 1.81/11.88 NoneH2 1 Simpson HUC412 ReverseH3 1 Simpson HUCQ1.81/11-SDS ReverseSTAIRWAYADD'L JOIST @ CNTLVREXISTING JOIST4500 BCIEXISTING JOIST4500 BCIADD'L JOIST @ CNTLVRADD'L BEAM @ CNTLVRDROPPED BEAMS& POST BY OTHERSDROP BEAMBY OTHERSB2B4B3B1-2J1J1J1J3J4H3H1H2H2(6) J219.2" O.C.K136' 0" 8' 0" 7' 8"10' 6"5' 8"14' 2"34' 0" 1' 0"2' 0" STAIRWAYEXISTING JOIST4500 BCIEXISTING JOIST4500 BCI(1) FLUSH LVLNOTE:RELOCATE LVLFROM BASE MODEL.USE HANGERS FROMBASE MODEL.NO MATERIAL CHANGES FROM BASE MODEL.LVL BEAM OVER FRONT PORCH GETSRELOCATED ON ELEV. CR2G. ALL BASE MODELMATERIAL WILL APPLY TO THIS ELEVATION.DROP BEAMBY OTHERS21' 3 1/2"21' 4"9' 2"17' 11 1/2"Add Products for Elevation CR2HPlotID Net Qty ProductLength PliesJ1 4 11-7/8" BCI® 4500s-1.8 22' 0" 1B1 1 Beam by others 18' 0" 1B2 1 Beam by others 4' 0" 1P1 2 Post by others 10' 0" 1Deduct Products from Base ElevationPlotID Net Qty ProductLength PliesJ24 11-7/8" BCI® 4500s-1.8 20' 0"1DROP BEAMBY OTHERSDROPPED BEAMS& POST BY OTHERSEXISTING JOIST4500 BCIEXISTING JOIST4500 BCISTAIRWAYNOTE:RELOCATE LVLFROM BASE MODEL.USE HANGERS FROMBASE MODEL.(1) FLUSH LVLB1B2(4) J119.2" O.C.20' 0 1/2"36' 0" 6' 7"34' 0" 8' 0" 11' 4 1/2"3' 0" Sheet: 3 of 5DWG: OPTIONSFile: NEWBERRYBy: MLB / AEDate: 10-08-15Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODELby:Boise CascadeLakeville, 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.6-6-18AERevisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSFDEAD LOAD: 10/20 PSFFLOOR LOAD ACCOUNTSFOR TILE LOADSDESIGN = L/480REFER TO STRUCTURALDOCUMENTS FOR MORE DETAILSElevation CR2H Upper FloorElevation EC2G Upper FloorElevation CR2G Upper FloorUnused Add Products for 3 Car Garage OptionPlotID Net Qty Product Length PliesB1 1 Beam by others 20' 0" 1EXISTING JOIST4500 BCIEXISTING JO4500 BCDROP BEAMBY OTHERSNO BASEMATERIALCHANGESPORCH SIZE WILLVARY DEPENDINGON ELEVATIONBEAM CONNECTORBY OTHERSDROP BEAMBY OTHERSB16' 0"20' 4"10' 0"20' 0" 2' 0" EXISTING JOIST4500 BCIPORCH SIZE WILLVARY DEPENDINGON ELEVATIONEXISTING JOIST4500 BCI(1) FLUSH LVLNO BASEMATERIALCHANGESDROP BEAMBY OTHERS20' 4"17' 8"12' 0" 23' 9 1/2"48' 0" Deduct Products from Base ElevationPlotID Net Qty Product Length PliesJ11 11-7/8" BCI® 4500s-1.8 28' 0"1J25 11-7/8" BCI® 4500s-1.8 26' 0"1Add Products for Sunroom OptionPlotID Net Qty Product Length PliesJ1 1 11-7/8" BCI® 4500s-1.8 38' 0" 1J2 5 11-7/8" BCI® 4500s-1.8 36' 0" 1J3 2 11-7/8" BCI® 4500s-1.8 12' 0" 1B1 1 Beam by others 12' 0" 1R1 2 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1K1 1 11-7/8" BCI® 4500s-1.8 20' 0" 1EXISTING JOIST4500 BCIEXISTING JOIST4500 BCI @ 19.2" O.C.END JOIST (EA. SIDE)FIELD ADJUST LAYOUTFOR CLEARANCE FROMFOUNDATIONDROP BEAMBY OTHERSADD DOUBLE JOISTUNDER FRONT EDGEOF MODERN FIREPLACEWITH STONE/TILE OPTION(2) 11-7/8" BCI 4500s x 18'B1R1R1J3J3J1(5) J219.2" O.C.K1K1K1K1K138' 0"36' 0" 10' 8"12' 0"15' 4"10' 0" Sheet: 4 of 5DWG: OPTIONSFile: NEWBERRYBy: MLB / AEDate: 10-08-15Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODELby:Boise CascadeLakeville, 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.6-6-18AERevisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSFDEAD LOAD: 10/20 PSFFLOOR LOAD ACCOUNTSFOR TILE LOADSDESIGN = L/480REFER TO STRUCTURALDOCUMENTS FOR MORE DETAILS3 Car Garage OptionSunroom Main FloorUnusedALL OPTIONS AT REARAPPLY TO ALL ELEVATIONSSEE HOUSE PLANSALL OPTIONS AT REARAPPLY TO ALL ELEVATIONSSEE HOUSE PLANS2 Car Garage Extension Deduct Products from Base ElevationPlotID Net Qty Product Length PliesJ1 2 11-7/8" BCI® 4500s-1.8 28' 0"1J3 7 11-7/8" BCI® 4500s-1.8 18' 0"1Add Products for 4' Gathering Extension OptionPlotID Net Qty Product Length PliesJ1 2 11-7/8" BCI® 4500s-1.8 32' 0" 1J2 7 11-7/8" BCI® 4500s-1.8 22' 0" 1B1 1 Beam by others 16' 0" 1R1 1 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1K1 1 11-7/8" BCI® 4500s-1.8 20' 0" 1EXISTING JOIST4500 BCIDROP BEAMBY OTHERSADD DOUBLE JOISTUNDER FRONT EDGEOF MODERN FIREPLACEWITH STONE/TILE OPTION(2) 11-7/8" BCI 4500s x 18'B1R1R1J1J1(7) J219.2" O.C.K1K1K140' 0" 22' 4"15' 8"4' 0" Add Products for 4' Gathering Extension OptionPlotID Net Qty Product Length PliesB1-2 2 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP 16' 0" 2Add Products for 4' Gathering Extension OptionPlotID Qty Manuf Product FlangeH1 10 Simpson IUS 1.81/11.88 NoneDeduct Products from Base ElevationPlotID Net Qty Product Length PliesR11 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0"1EXISTING JOIST4500 BCI @ 19.2" O.C.(2) LVL FLUSH BOTTOMEXISTING JOIST4500 BCISTAIRWAYB1-2H1 H1 H1 H1 H1 H1 H1 H1 H1 H144' 0" 40' 0" 22' 4"15' 8"4' 0" Deduct Products from Base ElevationPlotID Net Qty Product Length PliesJ14 11-7/8" BCI® 4500s-1.8 28' 0"1J25 11-7/8" BCI® 4500s-1.8 26' 0"1J37 11-7/8" BCI® 4500s-1.8 18' 0"1Add Products for Gathering Extension & SunroomPlotID Net Qty Product Length PliesJ1 1 11-7/8" BCI® 4500s-1.8 38' 0" 1J2 5 11-7/8" BCI® 4500s-1.8 36' 0" 1J3 3 11-7/8" BCI® 4500s-1.8 32' 0" 1J4 7 11-7/8" BCI® 4500s-1.8 22' 0" 1J5 2 11-7/8" BCI® 4500s-1.8 12' 0" 1B1 1 Beam by others 28' 0" 1R1 2 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1K1 1 11-7/8" BCI® 4500s-1.8 36' 0" 1P1 1 Post by others 8' 0" 1EXISTING JOIST4500 BCIEND JOIST (EA. SIDE)FIELD ADJUST LAYOUTFOR CLEARANCE FROMFOUNDATIONDROP BEAMBY OTHERSADD DOUBLE JOISTUNDER FRONT EDGEOF MODERN FIREPLACEWITH STONE/TILE OPTION(2) 11-7/8" BCI 4500s x 18'P1B1R1R1R1J5J5J1(3) J319.2" O.C.(7) J419.2" O.C.(5) J219.2" O.C.K1K1K1K1K1K140' 0" 10' 8"12' 0"15' 4"6' 0" 10' 0" Add Products for Gathering Extension & SunroomPlotID Net Qty Product Length PliesB1-2 2 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP 16' 0" 2Add Products for Gathering Extension & SunroomPlotID Qty Manuf Product FlangeH1 10 Simpson IUS 1.81/11.88 NoneDeduct Products from Base ElevationPlotID Net Qty Product Length PliesR11 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0"1(2) LVL FLUSH BOTTOMEXISTING JOIST4500 BCI @ 19.2" O.C.EXISTING JOIST4500 BCIB1-2H1 H1 H1 H1 H1 H1 H1 H1 H1 H144' 0" 40' 0" 38' 0"10' 8"12' 0"15' 4"10' 0" 6' 0" Sheet: 5 of 5DWG: OPTIONSFile: NEWBERRYBy: MLB / AEDate: 10-08-15Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODELby:Boise CascadeLakeville, 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.6-6-18AERevisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSFDEAD LOAD: 10/20 PSFFLOOR LOAD ACCOUNTSFOR TILE LOADSDESIGN = L/480REFER TO STRUCTURALDOCUMENTS FOR MORE DETAILSALL OPTIONS AT REARAPPLY TO ALL ELEVATIONSSEE HOUSE PLANSALL OPTIONS AT REARAPPLY TO ALL ELEVATIONSSEE HOUSE PLANS4' Extension Main Floor4' Extension Upper FloorSunroom & 4 ft Ext Main FlrSunroom & 4 ft Ext Upper Flr 6"D(see table below)D(see table below)Minimum spacing = 2x greatest dimension of largest hole (knockouts exempt)Do not cut holes larger than 11/2" round in cantilevers.A 11/2" round hole may be cut anywhere in the web. Provide at least 3" of clearance from other holes.6"6"6"6"No holes (except knockouts) allowed in bearing zones2x_ ledger.Roof Span2'-6"2'-0"BCI® Joist blockingWood Structural Panel ClosureDrywall Ceiling or Wood Structural Panel SoffitBack Span Maximum1/3 Back Span Not to exceed 4'-0"Wood backer blockSee page 6 of Western Specifier Guide31/2" min. bearing Back Span Maximum 1/3 Back Span not to exceed 4'-0" BCI® Joist blocking 2x8 minimum Minimum 11/2 Times Cantilever Length Section View 2x Closure See Note 31/3 Depth1/3 Depth1/3 Depth1/3 Span1/3 SpanEnd BearingIntermediate Bearing18'14'Hangers not shown for clarity DO NOT bevel cut VERSA-LAM® beyond inside face of wall without approval from Boise Cascade EWP Engineering or BC CALC® software analysis.Engineered Wood Products 04/29/19 X KP