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PNI Thim i"FOR YOUR INFO —OR <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, TYP. <br />ALL MATERIAL NOT SHOWN IS BY OTHERS. <br />Nob: sgreat M <br />g hA a <br />not span. greater than ntkrp <br />3' max 3' max <br />Boise -Joist can be offset up to 3' to avoid vertical plumbing. <br />Start Joist Layout Here <br />16" O.C. 6THDI4RJ <br />9 <br />a <br />See Boise literature for � <br />vertical bad capacity. Vl <br />Foy <br />F13- <br />Nail Boise <br />Rimboard <br />to BClojoisl with 8o <br />nail into each range. <br />17 • <br />16d <br />Y -112' <br />2 a4 EA <br />�2� 1 <br />TYP <br />`J- TI4D 14RJ <br />sii It <br />E <br />. <br />io <br />171il <br />0 <br />z <br />27- <br />= <br />4x 2 <br />j <br />61-9 <br />— — — — — — I Rmt---------I <br />r_ ` <br />1-9 <br />I <br />_ <br />166"" C� I <br />I <br />I I <br />I <br />m <br />I <br />I <br />2x 6/J1-9 <br />16. O.C. <br />16" <br />CSC <br />`+ <br />4' CONC SLAB W/ iI W2.IXW2.1 WWM OVER <br />2' SAND OVER b MIL VAPOR BARRIER sauASN ISLcs <br />OVER 4' COMP. FREE DRAINING ROCK, AT POINT LD ORr <br />0 <br />SLOPE a 1/4'/FT TOWARDS GARAGE DOOR FDN SSIT ILL T 7N <br />30x30x10 W/ <br />130x30x10 W/ <br />14 a4 EA WAY 4a4 EA WAYI <br />D L JST <br />I <br />4/J <br />-9 <br />e 2 <br />I I <br />16" <br />CS <br />TYP <br />IS' WIDE x 24' TNK x 23FT LONG <br />TYP <br />2 m <br />364 EA 6.10 CONTINUOUS CONC FOOTING <br />4-4E610 W/ <br />4 s4 EA WAY W/ CA 04 CONTINUOUS REBAR 4 •4 EA WAY <br />tb m <br />1 <br />83 0 <br />— — AT TOP AND BOTTOM <br />�Rm <br />J <br />T——T----------- 7— <br />_.... I <br />—T <br />,,.,,,r <br />Face Mount <br />e <br />Joist hanger <br />_Vs <br />a-Lam®or Boise GLULAM~beam: <br />joist blocking as required Beam width shall exceed <br />2ern6na building code I specified hanger nail length <br />Floor Joist Blocking per IRC 502.7 <br />(Seismic Design Categories D1 & 132) <br />F28 <br />1jo <br />*/i2BloBCcckingking <br />code provisions <br />7 <br />2 <br />F <br />N <br />13- <br />4x24xlV W/ <br />•4 EA WAY <br />0 <br />N <br />22X30 ATTIC <br />ACCESS W. STRIP <br />AND INSULATE <br />LOCATE AS REQ'D <br />under stairs 0 <br />a � <br />0 <br />4 <br />ro <br />I <br />2 ;D <br />" O.C. <br />Start joist Layll Here <br />F-T AvA r-)F) III/ <br />Scale 5/16"=1'0" <br />Fri Double BCI'"'Joist <br />Connection <br />Filler Block <br />A (see literature) <br />A <br />Web -Filler <br />Nailing 12" CIC ,� <br />Connection valid for all applications. <br />Contact Boise EWP Engineering for specific car <br />DF <br />I/ its and <br />Aches can <br />Impromise <br />.e structurt <br />Call before <br />Iyou cut. <br />IBoise Cascade <br />Engineeretl W ootl P <br />BC ESTIMATOR <br />cn <br />N <br />bn <br />,C: <br />O <br />> <br />N <br />O <br />O <br />U <br />00 <br />N <br />O <br />No <br />N <br />n <br />l>3 <br />0 <br />� <br />lDA <br />LL <br />O <br />O <br />— <br />LL <br />4-1 <br />CIO <br />Q <br />LL <br />SALES PRESENTATION DRAWING: <br />Ni, structural or dim -ional check has been made of <br />this dezign tlrawings of the builtlln8 therefore purchaser <br />to checkapproveall tllmemions,quantities, <br />loatls, and det tletails carefully. This tlrawing M1as rat been <br />Revision Date: 4/19/2025 <br />Croatian Date: 8/26/2D22 <br />Amhitectual Dale: 6/29/2022 <br />5tructural Date: 6/29/2022 <br />Estimator: PG -Dung Tran/CC <br />T—king: 220D1298 <br />Reference: Pg.5 <br />Sheet 1 of <br />