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1 BCI jist hanger. - Backer blck. Nail with 10 ~ 10d nails. Filler blck. Nail with 10 10d nails. Backer blck required where hanger lad exceeds 1000 Ibs.

2 Backer fr hriznal / siding r stucc. ---

3 BCI jist hanger. ~ Backer blck. Nail with 8 10d nials. Requires backer blck where hanger lad exceeds 1000 Ibs.

4 Misture barrier. Mud Sill -~ Stem Wall Beam As ~Required \- Clip angle.

5 D nt bevel cut VERSA-LAM beynd inside face f wall ----~

6 2x-beveled plate fr slpe greater than 1/4-1/12. Fr slpe greater than 4/12 additinal cnnectrs may be required. Simpsn VPI cnnectr r equal can be used in lieu f beveled plate fr slpes frm 1/12 t 6/12.

7 , BCI blcking centered at cut. ~ and web after installatin. Field cut BCI tp flange.

8 Web stiffener required each side fr 14" and deeper BCI jist nly.--- 2x4 blcking -~ fr sffit supprt.

9 Nte: Check with lcal building fficials fr use f this detail in areas f high lateral frces. 3/4" (48/24) sheathing rim jist. 1/16" \ 1 / ' x-blck

10 Lad bearing wall abve (stacked ver wall belw.) ----~ 1/16" \ '- 2x-blck

11 ~ Use same blt values as Duglas Fir-Larch. ' Drilling permitted fr standard cnnectins.

12 face f wall D nt bevel cut jist beynd inside

13 Simpsn MSTI 36 with 10-1 Od. ~--~~--~~-~-~~-- -====-'-===-~~- --.~~- -~----~ Duble beveled -~~~-~~~-~, wd plate. I ~-~~~~--~- VERSA-LAM LVL supprt/ I beam.

14 VERSA-LAM LVL supprt beam. ~ Requires Simpsn MSTI 36 strap with 10-10d where slpe exceeds 7/12. ~ Simpsn LSUI hanger r equal. ~ Beveled web stiffener each side.

15 Lad bearing wall abve (stacked ver wall belw.) ---~ ' BCI jist blcking.

16 BCI Jist blcking 2x--plate flush with inside --- face f wall r beam. BCI jist hanger

17 Clsure. BCI jist blcking '

18 BCI jist blcking with end blcks. 32".c. ---~ Nail BCI jist bl.cking --~ t wall plate usmg 4-10d nails. Rimjist. ' Simpsn strap tie FHA12 r cntinuus sheathing tp and bttm.

19 ~ Clsure. ~-BCI jist blcking.

20 ~- BCI Jist blcking. ~- BCI jist hanger. ~-- 2x--plate flush with inside face f wall r beam.

21 BCI jist hanger. ' VERSA-LAM LVL beam.

22 BCI jist hanger. -, ' VERSA-LAM LVL beam.

23 Hanger. -

24 ~- 2x--plate flush with inside face f wall r beam. 4 " BCI jist hanger

25 BCI jist ha.nger. Nte: Web stiffeners are required where sides f the hanger d nt extend '- VERSA-LAM LVL beam. up t supprt the tp flange laterally.

26 ~- BCI Jist ~ BCI jist hanger. ' x--plate flush with inside face f wall r beam.

27 /- Tie jists tgether with 3/4" flr level change.

28 ~- 2x--plate flush with inside face f wall r beam. Sheathing will prvide lateral supprt needed withut blcking.

29 Lad bearing wall abve , ~BCI rim jist. Ntes: BCI flr jist must be designed t carry wall abve when nt stacked ver wall belw.

30 2x- nailed t the side f the BCI jist with wd backer. Nail thrugh the BCI jist and backer int the 2x- with 2 rws 10d nails at 6".c. and clinch. --BCljist blcking. Unifrm lads nly I~ WOOd~ backer I 11/2 times 3 1/2" min. bearing. SECTION cantilever length 3 times cantilever length Cantilever length

31 ..~- Kneewall w/sheathing. Kneewall must match jist height.

32 ~-- Kneewall w/sheathing. Kneewall must match jist height.

33 Lad bearing wall abve ---~ (stacked ver wall belw.) ~- BCI jist blcking.

34 Te nail t wall plate using 16d at 12".c. r 6".c. (use 5/6 f lateral nail capacity.) ' x_ Ledger Butt sectins end t end. Jints shuld ccur between jists. Use 5/8" r 3/4" Machine Blts spaced as required.

35 10d nails 6".c. 2x4 ne side fr 135 plf max. 2x6 ne side fr plf max. 3/4"r 1" backer blck ~ 2x pst

36 Web stiffener ~---~_. --~~=-~---~~~~--~~- -===>-~----=::::---====-- ~- -.- '~-~~ 2-10d I nails. I 2x BCI 45 ~~~~, 3x BCI 60

37 NON-LOAD BEARING CANTILEVER DETAIL BCI jist shuld be prtected frm the weather. r1--~ t><: BCljist-"" Unifrm blcking. lads nly I I ~ ~ ~ ~ 3 times Cantilever. Cantilever length length

38 2x-utrigger -~ Ntch arund flange. ~ BCI jist ' End wa II

39 ~- 2x- plate flush with inside face f wall r beam. < ' BCI jist hanger.

40 , x--plate flush with inside face f wall r beam L--_ BCI Jist Hanger

41 PLYWOOD REINFORCEMENT DETAIL Web stiffener required ---~ each side with 18" and deeper jists. NOTE: 3/4" plywd --~ clsure 3/4"x48" COX plywd reinfrcement r ther 3/4" APA 48/24 rated sheathing must match the full depth f the BCI jist. Nail t the BCI jist with 8d nails at 6".c. and nail with 4-8d nails int backer blck. When reinfrcing bth sides, stagger nails t avid splitting. Install with face grain hrizntal. - Backer blck

42 Web stiffener attachment fr 18" and 20" depth. 2" min. 4" max. Small gap 1/8" min. 2" max. 18" requires 2-8d nails, clinch. 20" requires 3-8d nails, clinch. 2" min. 4" max. / ~ Tight fit. Plywd web stiffener: 5/16" 1" x 2 minimum.

43 4000 punds per ft Vertical Lad Capacity Rim Bard Attachment

44 Tw layers 3/4" (48/24) (48/24) sheathing rim jist. (Staggered jints) , Fr first stry f secnd stry applicatin. Where a plywd rim is used, bracing cmplying with cde must be carried t the fundatin, r BCI jist slid blcking used a minimun f 4 1 every 25 1 f bearing wall length.

45 ~BCI rim jist. Nte: Minimum 2x6 bearing plate required if used with 60 series jist.

46 Fr single stry applicatin, r secnd stry f tw stry applicatin. 3/4 11 (48/24) sheathing rim jist. Where a plywd rim is used, bracing cmplying with cde must be carried t the fundatin, r BCI jist slid blcking used a minimun f 4 1 every 25 1 f bearing wall length.

47 Slped ~ seat cut.

48 ~ Slid blck all psts frm abve t bearing belw

49 ' Slid blck all psts frm abve t bearing belw

50 r--- Strap per cde if tp plate is nt cntinuus ver header. t ' Tri mmers.

51 Tie strap ~

52 2x--plate flush with ~- inside face f wall r beam.

53 Hanger ~ ~- Misture barrier Wd tp plate must be flush with inside f wall.

54 BCI jist blcking.

55 BCI jist hanger. ~ ~VERSA-LAM LVL beam.

56 '- VERSA-LAM LVL hanger

57 4000 punds per ft Vertical Lad Capacity Nail Versa-Rim 98 t BCI Jists With 2-8d nails, ne n tp and ne at bttm.

58 -- BCI jist 2x-utrigger Ntch arund flange. \ -Web stiffeners.

59 Web stiffener required each side fr 14" and deeper BCI jist nly. ---,

60 ~ 0 Wd r-~ steel clumn.

61 Nin, 0 f 2 II t 0 B0 lt Center FSA ANCHOR Fasteners TO Stud/jist/plate 8-10d 1 1/2 --+_ TO Fundatin 2--RFB#4 6 Anchr Blt Ep y y FOUNDATION TO FLOOR JOIST (RETROFIT)

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