HomeMy WebLinkAbout43 Carrie Lane LayoutSee Note 3End Bearing1/3 SpanIntermediate Bearing1/3 DepthNOTES:1. Square and rectangular holes are NOT permitted.2. Round holes may be drilled or cut with a hole saw anywhere within the hatched area of the beam.3. The horizontal distance between adjacent holes must be at least two times the diameter of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam.5. The maximum round hole diameter permitted is:6. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification® for Wood Construction.7. Beams deflect under load. Size holes to provide clearance where required.8. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise® EWP Engineering.Beam DepthMaximum Hole Diameter5 1/2" 7 1/4" 9 1/4" +3/4" 1" 2"1/3 Span1/3 Depth1/3 DepthAllowable Holes in VERSA-LAM BeamsLVL-AH®LVL-AHLVL Allowable Holes Diagramcut, notch or drill flangesDO NOTDN01DN01DO NOT Cut FlangesProductsPlotID Net Qty ProductLength PliesJ20 12 9-1/2" AJS® 20 20' 0" 1J18 28 9-1/2" AJS® 20 18' 0" 1J12 7 9-1/2" AJS® 20 12' 0" 1J8 21 9-1/2" AJS® 20 8' 0" 1FB1-2 6 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 12' 0" 2DB1-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 16' 0"3DB2-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 12' 0"3DB3-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 10' 0"3Rim1 13 1-1/8" x 9-1/2" BC RIM BOARD OSB 12' 0" 1Bk1 1 9-1/2" AJS® 20 38' 8" 1Connector SummaryPlotID Qty Manuf ProductH1 2 Simpson HHUS410H2 9 Simpson ITS2.56/9.5PBO1PBO2PBO3DB1-3FB1-2FB1-2FB1-2DB3-3DB2-3Rim1Rim1Rim1Rim1Rim1Rim1J12J8J8J18J20Bk1H2H2H2H2H1H1Sheet: 1/2Date: 12/22/22Scale: 1/4"=1'0"By: KLLBC FramerGinny & Eric Churchill43 Carrie LaneSouth Yarmouth, MASALES PRESENTATION DRAWINGThis placing plan is provided as a courtesy to the Builder. It isintended to indicate product selection and placement. Nostructural or dimensional check has been made with the design drawings of thebuilding. It is the responsibility of the Customer to review and approve allbearing conditions, connections, spans, loading, product usages, and quantities.This drawing has not been checked by Boise Cascade Engineering***FORREVIEW***VERIFY ALL CHECKED ITEMS PRIOR TO ORDERINGJoist depth changedJoist direction changedJoist series changedJoist spacing changedBeams added for structural reasonsMid span bridging recommendedVerify design criteriaNote high deflectionConnection by others req'dBeam sizes changed from specificationSteel or flitch beams by others requiredFlush beams deeper than floor joistsVerify Post and or column locationsPosts added (see notes on plan)Verify joists and beam lengthsCritical dimensions have been scaledVerify framing at fireplaceVerify framing at stairwellAdditional information required to complete joist layoutShop drawing is an estimate only, not for constructionBased on truss roof systemSignature:_____________________ Date:_________________Company:_________________FIRSTFLOORFRAMINGPLAN9-1/2"AJS-20@16"O.C.
ProductsPlotID Net Qty ProductLength PliesJ28 7 9-1/2" AJS® 20 28' 0" 1J22 9 9-1/2" AJS® 20 22' 0" 1J18 9 9-1/2" AJS® 20 18' 0" 1J16 12 9-1/2" AJS® 20 16' 0" 1J14 19 9-1/2" AJS® 20 14' 0" 1J12 12 9-1/2" AJS® 20 12' 0" 1FB1-2 6 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 12' 0" 2FB2-2 2 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP 6' 0" 2FB3-2 2 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0"2FB4-3 3 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP 18' 0"3Rim1 14 1-1/8" x 9-1/2" BC RIM BOARD OSB 12' 0" 1Bk1 1 9-1/2" AJS® 20 34' 8" 1C1 1 3-1/2" x 3-1/2" VERSA-LAM® 1.7 2650 SP 8' 0" 1Connector SummaryPlotID Qty Manuf ProductH1 2 Simpson HHUS410H2 1 Simpson HUCQ410-SDSH3 63 Simpson ITS2.56/9.5C1FB1-2FB1-2FB1-2FB3-2FB2-2FB4-3Rim1Rim1Rim1Rim1Rim1J14J14J28J22J18J12J16Bk1Bk1Bk1H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H3H2H1H1Sheet: 1/2Date: 12/22/22Scale: 1/4"=1'0"By: KLLBC FramerGinny & Eric Churchill43 Carrie LaneSouth Yarmouth, MASALES PRESENTATION DRAWINGThis placing plan is provided as a courtesy to the Builder. It isintended to indicate product selection and placement. Nostructural or dimensional check has been made with the design drawings of thebuilding. It is the responsibility of the Customer to review and approve allbearing conditions, connections, spans, loading, product usages, and quantities.This drawing has not been checked by Boise Cascade Engineering***FORREVIEW***VERIFY ALL CHECKED ITEMS PRIOR TO ORDERINGJoist depth changedJoist direction changedJoist series changedJoist spacing changedBeams added for structural reasonsMid span bridging recommendedVerify design criteriaNote high deflectionConnection by others req'dBeam sizes changed from specificationSteel or flitch beams by others requiredFlush beams deeper than floor joistsVerify Post and or column locationsPosts added (see notes on plan)Verify joists and beam lengthsCritical dimensions have been scaledVerify framing at fireplaceVerify framing at stairwellAdditional information required to complete joist layoutShop drawing is an estimate only, not for constructionBased on truss roof systemSignature:_____________________ Date:_________________Company:_________________SECONDFLOORFRAMINGPLAN9-1/2"AJS-20@16"O.C.