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PNI Thim mFOR YOUR INFO —ON <br />SEE STRUCTURAL PAGES FOR ALL DETAILS AND NOTES. <br />ADDITIONAL BLOCKING MAY BE REQUIRED AT <br />INTERMEDIATE SUPPORT PER IRC. CONSULT WITH LOCAL <br />BUILDING OFFICIAL. <br />ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD. <br />ALL STOCK GLULAMS PROVIDED BY BOISE CASCADE HAVE <br />A STANDARD CAMBER OF A 5,000 FT RADIUS AND ARE <br />ARCHITECTURAL GRADE. ANY TREATMENT REQUIRED IS <br />PROVIDED BY OTHERS. BOISE DOES NOT SUPPLY <br />PRESSURE TREATED GLULAMS. <br />ALL RIM SHIPS IN 20'-0" LENGTHS, TYR <br />ALL MATERIAL NOT SHOWN IS BY OTHERS. <br />Note: Sheathing shall <br />not span greater than rating <br />l I 1-1 <br />3" max 3" max <br />Boise I -Joist can be offset up to 3" to avoid vertical plumbing. <br />23/32" min. plywood/OSB <br />See Boise literature /or <br />F05 or nmboard:1�� <br />F07 <br />vertical bad capacity. <br />Nail with Bd nailsBCuIrdst blocking <br />into each flange. requiredfor cantilever. <br />. \\\ / <br />io ecl-pisir <br />nail into each <br />C <br />Face Mount <br />F27-B Joist hanger <br />Versa-Lam®or Boise GLULAM"'Beam: <br />Beam width shall exceed <br />2x specified hanger nail length <br />Ta Q Product Len Cut Lo is <br />Floor Joist <br />J1 92"x11-7/8" <br />BCI® 5000.1.7 DF <br />35' <br />9x(1/35 <br />J1 72"x11-7/8"BCI®5000-1.7 <br />DF <br />21'7x <br />1/21 <br />J1 162"x11-7/8"BCI®5000-1.7 <br />DF <br />1416x <br />1/14 <br />J1 162"x11-7/8"BCI®5000-1.7 <br />DF <br />10'1 <br />x1/10 <br />J1 132"x11-7/8"BCI®5000-1.7 <br />DF <br />9'13x <br />1/9 <br />J1 32"z11-7/8"BOO <br />5000-1.7 DF <br />5'3z <br />1/5 <br />Floor Joist Blocking <br />Bk1 792"z11-7/8"BCI®5000-1.7 DF R/L <br />Header <br />15-1/4"x14"Verea-Lerr�LVL2.1E310023'ix(1/23) <br />Fseem <br />113-1/2"x11-7/8"Versa-Lam®LVL2.1E <br />3100 DF <br />14'ix(1/14) <br />1 <br />13-1/2"x11-7/8"Versa-Lam®LVL2.1E <br />3100 DF <br />4'1x(1/4) <br />2 <br />1 <br />5-1/4"x14" Versa -Lam® LVL 2.1E 3100 <br />DF <br />18'1x(V18) <br />3 <br />15-1/4"x16"Versa-Lance <br />LVL 2.1E 3100 <br />DF <br />22'ix(1/22) <br />[DB1 <br />4 <br />11-3/4"x11-7/8"Versa-Lam®LVL <br />2.1E <br />2800 DF <br />14'ix(1/14) <br />4 <br />11-3/4"x11-7/8"Versa-Lam®LVL <br />2.1E <br />2800 DF <br />9'ix(1/9) <br />4 <br />31-3/4"x11-7/8"Versa-Lam®LVL <br />2.1E <br />2800 DF <br />5'3x(1/5) <br />i 61-5/16"x11-7/8"Versa-Lam® LVL 1.5E 20'6/20 <br />800 DF <br />r <br />1 651US2.06/11.88 <br />Simpson Strong Tie <br />H3 <br />I 11TS1.81/11.88 <br />Simpson Strong Tie <br />H4 <br />I 1 <br />HUCO1.81/11.SDS Sim Son strong Tie <br />Scale 5/16"=1'0" <br />Face Mount <br />e <br />Joist hanger <br />Versa-Lam®or Boise GLULAM'beam: <br />Beam width shall exceed <br />specified hanger nail length <br />Floor Joist Blocking per IRC 502.7 <br />(Seismic Design Categories D1 & 132) <br />F28 <br />BCI"Joist <br />Bbddig <br />Nailing per local <br />code provislons <br />Cuts and <br />notches can <br />compromise <br />the structure. <br />all before <br />you cut. <br />BC ESTIMATOR <br />C: <br />cn <br />V I <br />Lail) <br />C <br />L <br />1 <br />LL <br />a�00 <br />V <br />DD <br />N <br />o <br />O <br />Q <br />O <br />o <br />U <br />ry <br />4- <br />I <br />OA <br />Q <br />O <br />' ) <br />SALES PRESENTATION DRAWING <br />No structural-di--ional check has been made of <br />IN, dezign tlrawings of the builtling, therefore purchaser <br />to check antl approve all Thi tl <br />loads, and tletails carefully. This drawing M1as na[sbeen <br />cM1eckedb Boise En in <br />Revision Date: O/./—a <br />5tructural Date: 6/29/2022 <br />Estimator: PG -Dung-. / a <br />T.ckmg: 220D1298 <br />Reference: vg.3 <br />Sheet 2 of <br />