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95 Park Hill Rd 2nd floor joistHd1FB1-2FB3-2 FB2 Rim1Rim1 Rim1 Rim1 Rim1 J24J24J24J24J24J26J26J26J26J26J26J26J24J24J6J16J6J16J6J16J24J6J16H1 H2 H4H3H4H3H3H4H4H324' 0"24' 0" Revisions:By: Products PlotID Net Qty Product Length Plies J26 7 14" AJS® 20 26' 0" 1 J24 8 14" AJS® 20 24' 0" 1 J16 4 14" AJS® 20 16' 0" 1 J6 4 14" AJS® 20 6' 0" 1 FB1-2 2 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 24' 0" 2 FB2 1 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 6' 0" 1 FB3-2 2 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 6' 0"2 Rim1 7 1-1/8" x 14" BC RIM BOARD OSB 12' 0" 1 Bk1 1 14" AJS® 20 9' 0" 1 Wall Framing PlotID Net Qty Product Length Plies Hd1 3 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 18' 0" 3 Accessories PlotID Net Qty Product Length Plies 20 3/4" 4x8 OSB 1 Hangers PlotID Qty Manuf Product Flange H1 1 Simpson HHUS410 None H2 1 Simpson HUS1.81/10 None H3 4 its2.56/16 None H4 4 its2.56/16 None Door Header Label Quantity Label Width Height Header Material Plies Fab Type Hd1 1 GAR16-0x7-0 16' 0" 7' 0" 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP 3 MFD Sheet: 2/3 DWG: Job # By: Doug Hodgins Date: Date Scale: 1/4" = 1'-0" BC FRAMERPLANS BASEDON ARCHITECTURALSET DATED 0/0/00NOTE:ALL MEASUREMENTSTO BE VERIFIEDIN THE FIELD. SECOND FLOOR FRAMING PLAN 16"AJS-20 @ 16"O.C.SALES PRESENTATION DRAWINGThis placing plan is provided as a courtesy to the Builder. Itisintended to indicate product selection and placement. Nostructural or dimensional check has been made with the designdrawings of the building. It is the responsibility of the Customerto review and approve all bearing conditions, connections,spans, loading, product usages, and quantities. This drawinghas not been checked by Boise Cascade Engineering.CustomerCustomer Contact79 Park Hill RdStreet TBDNorthampton, Ma ***FOR REVIEW *** VERIFY ALL CHECKED ITEMS PRIOR TO ORDERING Please call with any questions or concerns (800) 832-8089 Beam sizes changed from specification Steel or flitch beams by others required Flush beams deeper than floor joists Verify Post and or column locations Posts added (see notes on plan) X Verify joists and beam lengths X Critical dimensions have been scaled Verify framing at fireplace Verify framing at stairwell Joist depth changed Joist direction changed Joist series changed Joist spacing changed Beams added for structural reasons Mid span bridging recommended Verify design criteria Note high deflection Connection by others req'd Additional information required to complete joist layout X Shop drawing is an estimate only, not for construction Based on truss roof system Signature:_____________________ Date:_________________ Company:______________________________ against top flange with 1/8" Boise Rim Board Web Stiffener for 14" & 16" joists. 5 - 3" (10d) nails gap between bottom flange 1/8" Stiffeners are required on both sides - Hangers with side nailing. - Any hanger with sides not containing the top flange with 3 - 3" (10d) - Web stiffener nailed of the joist. 11 7/8" joists, and nails for 9 1/2" and of the web when : Point Load from above > 1000 lbs. Install web stiffeners tight For Point Load from above: F16-E F16-E Web Stiffeners DO NOT Cut Flanges DN01 cut, notch or drill flangesDO NOTDN01 See Note 3 End Bearing 1/3 Span Intermediate Bearing 1/3 Depth NOTES: 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 Depth Maximum Hole Diameter 5 1/2" 7 1/4" 9 1/4" + 3/4" 1" 2" 1/3 Span 1/3 Depth 1/3 Depth Allowable Holes in VERSA-LAM BeamsLVL-AH ® LVL-AH LVL Allowable Holes Diagram OJ-A Joist Offset for Plumbing Boise I-Joist can be offset up to 3" to avoid vertical plumbing. Joist 3" max CL Joist 3" max CL OJ-A Note: Sheathing shall not span greater than rating I-Joist Reinforced Cantilever F21 BCI joist23/32" min. plywood/OSB plywood/OSB rated with 8d nail into each flange. sheathing reinforcement. 23/32" min. deeper joists. each side with 18" and Web stiffener required or rimboard closure. Nail 2 '0 " 2 '0 " cantilever required for blocking block Backer ®F21 points & at each end of blocking require web stiffeners at bearing Note: 18" and 20" depth joists Boise joist blocking vertical load capacity. See Boise literature for joist blockingF01 Joist Blocking at End Bearing F01 Stagger nails from both and by 25% for non - snow load roofs where building code allows. Nail values may be increased by 15% for snow load roofs Nail pattern for 3 - piece member must occur on both sides. 2" min. See chart 16d sinker nails Double & Triple 1-3/4" Versa-Lam ( a ) 12" o.c. sides to avoid splitting. 3 ( a )350 525 Max. Uniform Load Nail Pattern Members Number of 2 Side Loaded Connection ( lbs. per In. ft. ) 2 rows 470 3 rows 705 ®B12-A B12-A Multiple VL Connection Side Load Nail F08 Post Load Transfer Solid block all posts from above to bearing below. See Boise literature for Nail Boise Rimboard nail into each flange. to BCI joist with 8d B o is e R im b o a rd vertical load capacity. ® F07 F07 Rim Joist Perpandicular Scan with your smart phone or visit: Boise Cascade EWP Install guides: https://www.bc.com/manufacturing/?ctp=ew Boise Cascade EWP Continuing Education: https://boisecascade.buildingmedia.com/ EWP Guides Continuing Education