Main Floor Revisions: 38' 0" Rm1 H3 50' 0" Bk1 B1 Rm2 B5 (26)-2 H2 B2 H3 (3)-3 B3 (11)-4 Bk1 B1 (5)-5 Rm4 Bk1 Rm3 Bk1 24' 0" 6' 0" 20' 0" START FRAMIN

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Christal Harris
5 years ago
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9 Main Floor Revisions: 38' 0" Rm1 H3 50' 0" B1 Rm2 B5 (26)-2 H2 B2 H3 (3)-3 B3 (11)-4 B1 (5)-5 Rm4 Rm3 24' 0" 6' 0" 20' 0" START FRAMING HERE 18" BCI 16"OC Products PlotID Net Qty Product Length Plies /4" x 16" VERSA-LAM DF 10' 0" " BCI DF 26' 0" " BCI DF 24' 0" " BCI DF 14' 0" " BCI DF 6' 0" 1 B /4" x 18" VERSA-LAM DF 25' 0" 1 B /4" x 18" VERSA-LAM DF 5' 0" 2 B /2" x 11-7/8" VERSA-LAM DF 7' 0" 1 B /8" x 15" BOISE GLULAM 24F-V4/DF 26' 0" 1 B /8" x 18" BOISE GLULAM 24F-V4/DF 26' 0" 1 Rm /4" x 18" VERSA-LAM DF 23' 0" 1 Rm /4" x 18" VERSA-LAM DF 16' 0" 1 Rm /4" x 18" VERSA-LAM DF 8' 0" 1 Rm /4" x 18" VERSA-LAM DF 5' 0" " BCI DF 58' 0" 1 Accessories PlotID Net Qty Product Length Plies 52 3/4" 4x8 OSB 1 Connector Summary PlotID Qty Manuf Product Web Stiff H1 12 Simpson HU11 No H2 12 Simpson HU11 No H3 2 Simpson MIT 418 Yes WEB STIFFENERS REQUIRED AT ALL I-JOIST BEARING LOCATIONS NOTE: ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD. SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully. This drawing has not been check by Boise Engineering. 24" OC B4 H1 2' 0" 22' 0" 2' 0" 4' 6" 7' 6" DECK JOIST TO BE TAPERED IN THE FIELD STANCZYK RESIDENCE Main Floor Boise Cascade Spokane, WA. BC FRAMER F05 Nail with 8d nails into each flange. 23/32" min. plywood/osb or rimboard closure. BCI joist blocking required for cantilever. F06 BCI Joist Blocking See Boise literature for vertical load capacity. Load bearing wall above (stacked over wall below) F07 See Boise literature for vertical load capacity. Boise Rimboard Nail Boise Rimboard to BCI joist with 8d nail into each flange. F08 Solid block all posts from above to bearing below. Single joist as trimmer allowable F17-B if structurally adequate Backer Blocks Header F42 Boise Joist Blocking Centered at cut. Minimum 3-1/2" bearing width Field Cut Boise Joist top flange and web after installation. Center cut over bearing. F56 Exterior Wood Sheathing Boise Rimboard Design of moisture control by others. (only structural components shown above) 1/2" dia through bolts (ASTM A307 Grades A&B, SAE J429 Grades 1 or 2, or higher) with washers and nuts or 1/2" dia lag screws (full penetration) 350 lb capacity per fastener. Treated Ledger - Use only fasteners that are approved for use with corresponding wood treatment. OJ-A Note: Sheathing shall not span greater than rating C L Joist C LJoist 3" max 3" max Boise I-Joist can be offset up to 3" to avoid vertical plumbing. DN01 DO NOT cut, notch or drill flanges DN04 DO NOT cut holes near bearing support Minimum distance per Boise joist hole chart. Scale: 1/8"=1'-0" Date: 6/28/2017 By: CK File: Contact: LB Sheet: 1/2

10 Roof Revisions: 1' 4" B1 H1 H1 B2 4' 0" Rm2 B6 B5 (16)-3 (10)-2 B4 H3 B3 H3 B6 H2 H2 Rm2 (16)-1 B2 B5 BBO Rm2 START FRAMING HERE 14" BCI 24"OC Products PlotID Net Qty Product Length Plies " BCI DF 14' 0" " BCI DF 30' 0" " BCI DF 28' 0" 1 B /4" x 14" VERSA-LAM DF 27' 0" 1 B /4" x 14" VERSA-LAM DF 14' 0" 1 B /2" x 14" VERSA-LAM DF 10' 0" 1 B /2" x 14" VERSA-LAM DF 7' 0" 1 B /8" x 9" BOISE GLULAM 24F-V4/DF 6' 0" 1 B /8" x 24" BOISE GLULAM 24F-V4/DF 26' 0" 1 Rm /4" x 14" VERSA-LAM DF 29' 0" 1 Rm /4" x 14" VERSA-LAM DF 20' 0" " BCI DF 104' 0" 1 Accessories PlotID Net Qty Product Length Plies 66 Approx. 4 x 8 Floor Sheathing 10% waste 1 Connector Summary PlotID Qty Manuf Product Web Stiff H1 2 Simpson HUCQ 1.81/11-SDS1.75 No H2 7 Simpson ITS 2.37/14 No H3 7 Simpson ITS3.56/14 No NOTE: ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD. SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully. This drawing has not been check by Boise Engineering. R02 2x4 blocking for soffit support R01 Rimboard / VERSA-LAM blocking. Ventilation V cut: 1/3 of length, 1/2 of depth 2'-6" max. Flange of BCI Joists may be birdsmouth cut ONLY at the low end of the joist. Birdsmouth cut BCI joist must bear fully on plate, web stiffener required each side. 2x beveled plate for slope greater than 1/4 in 12 Simpson VPA or USP TMP connectors or equal can be used in lieu of beveled plate for slopes from 3/12 to 12/12. R03 R04 Backer block. (not visible) Thickness per corresponding BCI series. 10d nails at 6" o.c. 4'-0" horiz. Rimboard / VERSA-LAM blocking Ventilation "V" cut: 1/3 of length, 1/2 of depth 2'-6" max. 2'-6" horiz. Flange of BCI Joists may be birdsmouth cut ONLY at the low end of the joist. Birdsmouth cut BCI joist must bear fully on plate, web stiffener required each side. 2x4 one side for 135 PLF max. 2x6 one side for 240 PLF max. 2x block BCI blocking. Holes cut for ventilation. R05 Double-beveled wood plate. B6 Sloped seat cut not to exceed inside face of bearing Simpson or USP LSTA24 strap, Nailing per governing building code. VERSA-LAM LVL support beam. Rm1 Provide adequate lateral support R06 Simpson or USP LSTA24 strap where slope exceeds 7/12 (straps may be required for lower slopes in high wind areas) Nailing per governing building code. Beveled web stiffener on each side. Simpson LSSUI or USP TMU hanger. VERSA-LAM LVL support beam. R07 Joist hanger. Backer block required where hanger load exceeds 250 lbs. Backer block (min. 12" width). Nail with 10-10d nails clinched. R11 L (2'-0" max.) L Double Joist / Rafter may be required when L exceeds rafter spacing. Blocking as required. Nail outrigger through BCI web. 2" x _ outrigger notched around BCI top flange. Outrigger spacing no greater than 24" on-center. End Wall BOISE Roof Joist at 24" o.c. max. R12 2x ceiling joist with max. 16'-0" span 1/8" gap and max loads: Live Load = 10 psf Dead Load = 7 psf 4-16d box or sinker nails clinched Backer Block See Boise literature for proper backer block thickness per BCI series. NOTES: 1) BOISE roof joist must have a structural ridge beam or wall for support at the high end. 2) Install web filler tight against bottom flange of joist. Use construction adhesive to attach web filler to joist web. DN02 DO NOT birdsmouth cut in bottom flange at high end of rafter. DN05 DO NOT bevel cut joist beyond face of wall. Bevel cuts may be allowed if reinforced per Boise EWP Engineering. Roof Loading Live Load = 40 psf Dead Load = 15 psf DNRT Rafter ties to resist lateral force from stick frame shall not be connected to Boise Joist Rafter Tie BCI Joist Scale: By: STANCZYK RESIDENCE Roof Boise Cascade Spokane, WA. BC FRAMER 1/8"=1'-0" Date: 6/28/2017 CK File: Contact: LB Sheet: 2/2

VERSA-LAM BCI INSTALLATION GUIDE LIMIT STATES DESIGN CANADA

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