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HomeMy WebLinkAboutLA171545 20555 Greenwood Ave 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 Fire Code2015 MN Residential Code2015 MN Plumbing Code2014 National Electrical Code2015 MN Energy Code2015 MN Mechanical Code2015 MN Fuel Gas Code20555 Greenwood Avenue NOTES - SCHEDULES AND LEGENDS GENERAL NOTES FOUNDATION - BASEMENTBASEMENT FOUNDATION PLAN 1ST FLOOR PLAN1ST FLOOR PLAN 2ND FLOOR PLAN2ND FLOOR PLAN BUILDING SECTION BUILDING SECTION FRONT ELEVATION LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION ROOF PLANROOF PLAN STRUCTURAL PLAN - FOUNDATION BASEMENT (MN CODE) STRUCTURAL PLAN - 1ST FLOOR (MN CODE) STRUCTURAL PLAN - 2ND FLOOR (MN CODE) 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 AD42SB.1WS-01SC. 1-1/2" = 1'-0"SIDING AND TRIM PER ELEVATIONTYPICAL 2 STORY WALL SECTION w/ BASEMENTWS-02SC. 1-1/2" = 1'-0"BRICK VENEER AND TRIM PER ELEVATIONTYPICAL 2 STORY WALL SECTION w/ BASEMENTDS-01SC. 1-1/2" = 1'-0" - VINYL SIDING - IN-GRADE BASEMENTFOUNDATION INSULATION DETAILDS-01aSC. 1-1/2" = 1'-0" - ENG. SIDING - IN-GRADE BASEMENTFOUNDATION INSULATION DETAILDS-02SC. 1-1/2" = 1'-0" - VINYL SIDING - DAYLIGHT/WALKOUTFOUNDATION INSULATION DETAILDS-02aSC. 1-1/2" = 1'-0" - ENG. SIDING - DAYLIGHT/WALKOUTFOUNDATION INSULATION DETAIL AD41SB.1WS-01SC. 1-1/2" = 1'-0"SIDING AND TRIM PER ELEVATIONTYPICAL 1 STORY WALL SECTION w/ BASEMENTWS-02SC. 1-1/2" = 1'-0"BRICK VENEER AND TRIM PER ELEVATIONTYPICAL 1 STORY WALL SECTION w/ BASEMENTDS-01SC. 1-1/2" = 1'-0" - VINYL SIDING - IN-GRADE BASEMENTFOUNDATION INSULATION DETAILDS-01aSC. 1-1/2" = 1'-0" - ENG. SIDING - IN-GRADE BASEMENTFOUNDATION INSULATION DETAILDS-02SC. 1-1/2" = 1'-0" - VINYL SIDING - DAYLIGHT/WALKOUTFOUNDATION INSULATION DETAILDS-02aSC. 1-1/2" = 1'-0" - ENG. SIDING - DAYLIGHT/WALKOUTFOUNDATION INSULATION DETAIL START FRAMING HERE 11-7/8 BCI 4500s @ 16" O.C.START FRAMING HERE11-7/8 BCI 4500s @ 19.2" O.C. CONTINUE FRAMING 11-7/8 BCI 4500s @ 19.2" O.C.STAIRSEND JOISTISLANDGAME ROOMON SLABNOTE: DOUBLE JOISTUNDER ISLAND AREAB1R1R1R1R1R1R1R1R1R1R1J5H1H1(8) J116" O.C.(7) J119.2" O.C.(9) J116" O.C.(7) J2-216" O.C.(13) J419.2" O.C.(4) J316" O.C.H250' 3 1/2"38' 0"49' 3 1/2"21' 3 1/2"5' 0" 11' 8 1/2"38' 0"5' 0" 49' 0" 17' 0 1/2"21' 8 1/2"20' 11 1/2"7' 3 1/2"15' 0" 21' 0"1' 4"ProductsPlotID Net Qty ProductLength PliesJ1 24 11-7/8" BCI® 4500s-1.8 18' 0" 1J2-2 14 11-7/8" BCI® 4500s-1.8 18' 0" 2J3 4 11-7/8" BCI® 4500s-1.8 12' 0" 1J4 13 11-7/8" BCI® 4500s-1.8 8' 0" 1J5 1 11-7/8" BCI® 4500s-1.8 4' 0" 1B1 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 2R1 15 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1Connector SummaryPlotID Qty Manuf Product FlangeH1 2 Simpson ITS 1.81/11.88 NoneH2 5 Simpson MIU 3.56/11 None(Refer to Boise Installation Guidefor Details not Shown)FLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREAS and20 PSF FOR KITCHEN ISLANDALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTIONBy: CDK / AEBY:Scale: 1/4" = 1'-0"NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.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.BC FRAMER1-17-18AEAESheet: 1 of 88-22-186-15-18AERevisions:above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01MAIN FLOOR (LOW)ELEVATIONS:ALL ELEVATIONSFOR BID ONLYDate: 12-21-17Arch: 5-12-17Struct: 11-17-17CENTRAL ZONEPLAN #: 2376NAME: LINWOODMAIN FLOOR LAYOUTUNFINISHED BASEMENTNO OPTIONSPULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELFIRST FLOOR (LOW) LAYOUTUNFINISHED BASEMENTNO OPTIONS START FRAMING HERE 14" BCI 90s @ 19.2" O.C. CONTINUE WITH BCI 4500s SERIESSTAIRSEND JOISTMID LEVELFRAMINGEND JOISTDOUBLE 90s JOISTDOUBLE JOISTSNOTE: OPT. OWNERS BATHPLUMBING DROP AREASLOW LEVELFRAMINGBELOWLOW LEVELFRAMINGBELOWLOW LEVELFRAMINGBELOWVERIFY: FRAMINGMETHOD ANDMATERIALS FORMECHANICAL AREAR1R1R1R1J5J5J2J2J1-2J3J1-2J7-2J4J5J5J5H1H1H1H1H1H3H2H2H2H2H2H2H2(8) J619.2" O.C.21' 3"16' 9"22' 0" 14' 8 1/2"7' 3 1/2"ProductsPlotID Net Qty Product Length PliesJ1-2 4 14" BCI® 4500s-1.8 16' 0" 2J2 2 14" BCI® 4500s-1.8 14' 0" 1J3 1 14" BCI® 4500s-1.8 8' 0" 1J4 1 14" BCI® 4500s-1.8 6' 0" 1J5 5 14" BCI® 4500s-1.8 4' 0" 1J6 8 14" BCI® 90s-2.0 22' 0" 1J7-2 2 14" BCI® 90s-2.0 22' 0" 2R1 7 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1Connector SummaryPlotID Qty Manuf Product FlangeH1 5 Simpson ITS 1.81/14 ReverseH2 7 Simpson IUS 1.81/14 NoneH3 1 Simpson MIU 3.56/14 None6-15-18Scale: 1/4" = 1'-0"BC FRAMERSALES 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.8-22-18AEAE1-17-18AERevisions:BY:ALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTION(Refer to Boise Installation Guidefor Details not Shown)CENTRAL ZONEPLAN #: 2376NAME: LINWOODSECOND FLOOR LAYOUT(MIDDLE SECTION)NO OPTIONSSECOND FLOOR (MIDDLE):ELEVATIONS:ALL ELEVATIONSFOR BID ONLYFLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREASPULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELSECOND FLOOR (MIDDLE) LAYOUTNO OPTIONSDate: 12-21-17By: CDK / AEArch: 5-12-17Struct: 11-17-17Sheet: 2 of 8above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01 START FRAMING HERE 11-7/8" BCI 4500s @ 19.2" O.C.NOTE: OPT. BATH 2PLUMBING DROPMID LEVELFRAMINGBELOWVERIFY: FRAMINGMETHOD ANDMATERIALS FORMECHANICAL AREANOTE: ADJUST JOISTOFF CENTERS FORPLUMBING DROPSAS REQUIRED(1) FLUSH LVL(1) FLUSH LVL(1) FLUSH LVL(3) FLUSH LVLB2-3B3B4B1R1R1R1R1J5J3-2J4J5J4H1H2H2H1H1H1H1H1H1H1H1H1(20) J119.2" O.C.(3) J219.2" O.C.46' 0" 17' 1"4' 0" 20' 11"38' 0"17' 0 1/2"14' 5"21' 8 1/2"7' 3 1/2"21' 0" 7' 3 1/2"14' 11 1/2"15' 0" 3' 0" 1' 8 1/16"1' 7 3/16"8 3/4"1' 7 3/8"1' 8 1/8"1' 7 3/16"1' 7 3/16"3' 5 1/8"ProductsPlotID Net Qty ProductLength PliesJ1 20 11-7/8" BCI® 4500s-1.8 18' 0" 1J2 3 11-7/8" BCI® 4500s-1.8 16' 0" 1J3-2 2 11-7/8" BCI® 4500s-1.8 16' 0" 2J4 2 11-7/8" BCI® 4500s-1.8 12' 0" 1J5 2 11-7/8" BCI® 4500s-1.8 4' 0" 1B1 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 1B4 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 1B2-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 16' 0" 3B3 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 1R1 6 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1Connector SummaryPlotID Qty Manuf Product FlangeH1 21 Simpson IUS 1.81/11.88 NoneH2 2 Simpson MIU 3.56/11 None6-15-18Scale: 1/4" = 1'-0"BC FRAMERSALES 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.8-22-18AEAE1-17-18AERevisions:BY:ALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTION(Refer to Boise Installation Guidefor Details not Shown)CENTRAL ZONEPLAN #: 2376NAME: LINWOODTHIRD FLOOR LAYOUT(UPPER SECTION)NO OPTIONSTHIRD FLOOR (UPPER):ELEVATIONS:HR2JFOR BID ONLYFLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREASPULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELTHIRD FLOOR (UPPER) LAYOUTNO OPTIONSDate: 12-21-17By: CDK / AEArch: 5-12-17Struct: 11-17-17Sheet: 3 of 8above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01 START FRAMING HERE 11-7/8" BCI 4500s @ 19.2" O.C.(1) FLUSH LVLNOTE: OPT. BATH 2PLUMBING DROPMID LEVELFRAMINGBELOWNOTE: ADJUST JOISTOFF CENTERS FORPLUMBING DROPSAS REQUIREDVERIFY: FRAMINGMETHOD ANDMATERIALS FORMECHANICAL AREA(1) FLUSH LVL(1) FLUSH LVL(3) FLUSH LVLB4B1B2-3B3R1R1R1R1R1J5J3-2J4J5J4H2H2H1H1H1(20) J119.2" O.C.(3) J219.2" O.C.H1H1H1H1H138' 0"7' 3 1/2"47' 0" 21' 8 1/2"7' 3 1/2"21' 0" 17' 0 1/2"14' 11 1/2"17' 1"2' 0" 3' 0" 20' 11"14' 5"15' 0" 1' 8 1/16"1' 7 3/16"8 3/4"1' 7 3/16"1' 8 1/8"1' 7 3/8"1' 7 3/16"3' 5 1/8"ProductsPlotID Net Qty ProductLength PliesJ1 20 11-7/8" BCI® 4500s-1.8 18' 0" 1J2 3 11-7/8" BCI® 4500s-1.8 16' 0" 1J3-2 2 11-7/8" BCI® 4500s-1.8 16' 0" 2J4 2 11-7/8" BCI® 4500s-1.8 12' 0" 1J5 2 11-7/8" BCI® 4500s-1.8 4' 0" 1B1 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 1B4 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 1B2-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 16' 0" 3B3 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 1R1 6 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1Connector SummaryPlotID Qty Manuf Product FlangeH1 21 Simpson IUS 1.81/11.88 NoneH2 2 Simpson MIU 3.56/11 None6-15-18Scale: 1/4" = 1'-0"BC FRAMERSALES 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.8-22-18AEAE1-17-18AERevisions:BY:ALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTION(Refer to Boise Installation Guidefor Details not Shown)CENTRAL ZONEPLAN #: 2376NAME: LINWOODTHIRD FLOOR LAYOUT(UPPER SECTION)ELEVATION OPTIONTHIRD FLOOR (UPPER):ELEVATIONS:NC2IFOR BID ONLYFLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREASPULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELTHIRD FLOOR (UPPER) LAYOUTELEVATION OPTIONDate: 12-21-17By: CDK / AEArch: 5-12-17Struct: 11-17-17Sheet: 4 of 8above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01 START FRAMING HERE 11-7/8" BCI 4500s @ 19.2" O.C.MID LEVELFRAMINGBELOWNOTE: OPT. BATH 2PLUMBING DROPVERIFY: FRAMINGMETHOD ANDMATERIALS FORMECHANICAL AREA(1) FLUSH LVL(3) FLUSH LVL(1) FLUSH LVLNOTE: ADJUST JOISTOFF CENTERS FORPLUMBING DROPSAS REQUIRED(1) FLUSH LVLB4B1B2-3B3R1R1R1R1R1J5J3-2J4J5J4H2H2H1H1H1H1H1H1H1H1(19) J119.2" O.C.(3) J219.2" O.C.21' 8 1/2"6' 0" 44' 0" 5' 0" 14' 5"15' 0" 17' 0 1/2"21' 0" 7' 3 1/2"38' 0"20' 11"17' 1"14' 11 1/2"7' 3 1/2"1' 8 1/16"1' 7 3/16"8 3/4"1' 7 3/16"1' 8 1/8"1' 7 3/8"1' 7 3/16"3' 5 1/8"ProductsPlotID Net Qty ProductLength PliesJ1 19 11-7/8" BCI® 4500s-1.8 18' 0" 1J2 3 11-7/8" BCI® 4500s-1.8 16' 0" 1J3-2 2 11-7/8" BCI® 4500s-1.8 16' 0" 2J4 2 11-7/8" BCI® 4500s-1.8 12' 0" 1J5 2 11-7/8" BCI® 4500s-1.8 4' 0" 1B1 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 1B2-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 16' 0" 3B4 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 12' 0" 1B3 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 1R1 6 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1Connector SummaryPlotID Qty Manuf Product FlangeH1 21 Simpson IUS 1.81/11.88 NoneH2 2 Simpson MIU 3.56/11 None6-15-18Scale: 1/4" = 1'-0"BC FRAMERSALES 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.8-22-18AEAE1-17-18AERevisions:BY:ALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTION(Refer to Boise Installation Guidefor Details not Shown)CENTRAL ZONEPLAN #: 2376NAME: LINWOODTHIRD FLOOR LAYOUT(UPPER SECTION)ELEVATION OPTIONTHIRD FLOOR (UPPER):ELEVATIONS:CR2I, EC2H, PR2G, HR2IFOR BID ONLYFLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREASPULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELTHIRD FLOOR (UPPER) LAYOUTELEVATION OPTIONDate: 12-21-17By: CDK / AEArch: 5-12-17Struct: 11-17-17Sheet: 5 of 8above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01 START FRAMING HERE 11-7/8" BCI 4500s @ 19.2" O.C.(1) FLUSH LVL(1) FLUSH LVLNOTE: OPT. BATH 2PLUMBING DROP(1) FLUSH LVLMID LEVELFRAMINGBELOWVERIFY: FRAMINGMETHOD ANDMATERIALS FORMECHANICAL AREA(3) FLUSH LVLNOTE: ADJUST JOISTOFF CENTERS FORPLUMBING DROPSAS REQUIREDB1B4B2-3B3R1R1R1R1J5J3-2J4J5J4H1H1H1H2H2H1H1H1H1H1(21) J119.2" O.C.(3) J219.2" O.C.8 3/4"1' 7 3/16"7' 3 1/2"1' 8 1/8"1' 8 1/16"1' 7 3/16"15' 0" 1' 7 3/16"21' 8 1/2"14' 5"20' 11"2' 0" 7' 3 1/2"38' 0"17' 1"14' 11 1/2"17' 0 1/2"21' 0" 1' 7 3/8"3' 5 1/8"48' 0" 1' 0" ProductsPlotID Net Qty ProductLength PliesJ1 21 11-7/8" BCI® 4500s-1.8 18' 0" 1J2 3 11-7/8" BCI® 4500s-1.8 16' 0" 1J3-2 2 11-7/8" BCI® 4500s-1.8 16' 0" 2J4 2 11-7/8" BCI® 4500s-1.8 12' 0" 1J5 2 11-7/8" BCI® 4500s-1.8 4' 0" 1B1 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 1B4 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0" 1B2-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 16' 0" 3B3 1 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 8' 0" 1R1 6 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1Connector SummaryPlotID Qty Manuf Product FlangeH1 22 Simpson IUS 1.81/11.88 NoneH2 2 Simpson MIU 3.56/11 NoneScale: 1/4" = 1'-0"BC FRAMERSALES 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:ALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTION(Refer to Boise Installation Guidefor Details not Shown)CENTRAL ZONEPLAN #: 2376NAME: LINWOODTHIRD FLOOR LAYOUT(UPPER SECTION)ELEVATION OPTIONTHIRD FLOOR (UPPER):ELEVATIONS:NC2J & CR2JFOR BID ONLYFLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREASPULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELTHIRD FLOOR (UPPER) LAYOUTELEVATION OPTIONDate: 8-22-18By: CDK / AEArch: 5-12-17Struct: 11-17-17Sheet: 6 of 8above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01 START FRAMING HERE 14" BCI 90s @ 19.2" O.C. CONTINUE WITH BCI 4500s SERIESDOUBLE 4500s JOISTEND JOISTMID LEVELFRAMINGABOVEMID LEVELFRAMINGABOVEMID LEVELFRAMINGABOVEVERIFY: FRAMINGMETHOD ANDMATERIALS FORMECHANICAL AREANOTE: OPT. BATH 6PLUMBING DROPSOFFSET JOISTS UP TO3" FROM ON CENTERLG1R1R1R1J2J2J3-2J5J1-2J4J5J6J6J6H1H1H1H1H1H2H1H2H1(8) J719.2" O.C.H1H1H2H120' 11 1/2"17' 0 1/2"22' 0" 14' 8 1/2"7' 3 1/2"ADDITIONAL PRODUCTS FOR LEDGERPlotID Qty Manuf ProductN/A 1 N/A Ice & Water Shield Underlayment (roll)N/A 44 Simpson THD50500H Titen ScrewsProductsPlotID Net Qty Product Length PliesJ1-2 2 14" BCI® 4500s-1.8 22' 0" 2J2 2 14" BCI® 4500s-1.8 16' 0" 1J3-2 2 14" BCI® 4500s-1.8 16' 0" 2J4 1 14" BCI® 4500s-1.8 8' 0" 1J5 2 14" BCI® 4500s-1.8 6' 0" 1J6 3 14" BCI® 4500s-1.8 4' 0" 1J7 8 14" BCI® 90s-2.0 22' 0" 1R1 5 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1LG1 1 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP 22' 0" 1Connector SummaryPlotID Qty Manuf Product FlangeH1 13 Simpson IUS 1.81/14 NoneH2 11 Simpson IUS 3.56/14 None(Refer to Boise Installation Guidefor Details not Shown)ALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTIONCENTRAL ZONEPLAN #: 2376NAME: LINWOODLOW LEVEL FLOOROPTION LAYOUT @DAYLIGHT ORWALKOUT BASEMENTONLYBY:Scale: 1/4" = 1'-0"NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.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.BC FRAMER1-17-18PULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELLOW LEVEL FLOOR LAYOUTOPTION DAYLIGHT ORWALKOUT BASEMENT ONLYAEAESheet: 7 of 88-22-186-15-18AERevisions:above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01Date: 12-21-17By: CDK / AEArch: 5-12-17Struct: 11-17-17FLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREASOPTION FLOOR LAYOUT:ALL ELEVATIONSFOR BID ONLY START FRAMING HERE 11-7/8" BCI 4500s @ 19.2" O.C.NOTE: OPT. BATH 2PLUMBING DROPMID LEVELFRAMINGBELOWVERIFY: FRAMINGMETHOD ANDMATERIALS FORMECHANICAL AREANOTE: ADJUST JOISTOFF CENTERS FORPLUMBING DROPSAS REQUIREDR1R1R1(8) J119.2" O.C.15' 0" 7' 3 1/2"3' 0" 21' 8 1/2"17' 0 1/2"7' 3 1/2"20' 11"38' 0"4' 0" 17' 1"46' 0" 14' 5"14' 11 1/2"21' 0" Deduct Products From 3F Upper:PlotID Net Qty ProductLength PliesB11 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0"1ProductsPlotID Net Qty Product Length PliesJ1 8 11-7/8" BCI® 4500s-1.8 18' 0" 1R1 4 1-1/8" x 11-7/8" BC RIM BOARD OSB 12' 0" 1(Refer to Boise Installation Guidefor Details not Shown)ALL DIMENSIONS AND CONDITIONSTO BE REVIEWED AND APPROVEDBY BOTH THE CONTRACTOR ANDTHE ENGINEER OF RECORDPRIOR TO CONSTRUCTIONCENTRAL ZONEPLAN #: 2376NAME: LINWOODUPPER LEVEL FLOOROPTION LAYOUT @LOFT OR BED 4 OPTIONBY:Scale: 1/4" = 1'-0"NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD.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.BC FRAMER1-17-18PULTE HOMES - CENTRAL ZONELINWOOD - 2376 MODELUPPER LEVEL FLOOR LAYOUTLOFT OR BED 4 OPTIONAEAESheet: 8 of 88-22-186-15-18AERevisions:above to bearing below.Solid block all posts fromF08-A(stacked over wall below)Load bearing wall aboveSee Boise literature forvertical load capacity.BCI Joist Blocking®F06above to bearing below.Solid block all posts fromF08required for cantilever.BCI joist blocking23/32" min. plywood/OSBinto each flange.Nail with 8d nailsor rimboard closure.®F05See 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-ANote: Sheathing shallnot span greater than ratingcut, notch or drill flangesDO NOTDN01Date: 12-21-17By: CDK / AEArch: 5-12-17Struct: 11-17-17FLOOR LOADS USED IN DESIGN:LIVE LOAD 40 PSFDEAD LOAD 10 PSFADDITIONAL LOADING:10 PSF FOR TILE AREASOPTION FLOOR LAYOUT:ALL ELEVATIONSFOR BID ONLY 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