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ALL COLUMNS ARE LABELED AT THE TOP. HANGER ATTACHMENT 1 [(2)-E SIDE OF HANGER] 0 00 4. FLOOR SH ATHING IS 3/4" TONGUE AND GROOVE APA STU DIFLOOR, EXP.1, SPAN RATING 24 O.C. �wo c/5 designed by ZLG/M TN xa_ L© W10x15 (85'-33/4) ©J0. (2)-11�/$ LVL drawn by JDM/AFS 5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, NO r ,-0,E ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). �o -BM. PKT. checked by TDH 6. " 0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. W10x60 (85'-133/4) © Z issued CD ❑ m7. ALL FLOOR JOISTS ARE 11%" BCI 6000 1.8's 0 16" 0.C., TYPICAL, UNLESS NOTED OTHERWISE. I 4 PERMIT 04/02/18 S7 8. ROOF SHEATHING IS 5/s" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. �\/ • PACK WEB SOLID x 3'-0 w/ REVISED 04/25/18 9. ALL ROOF RAFTERS ARE 14" BCI 6000 1.8's 0 24" O.C., TYPICAL, UNLESS NOTED OTHERWISE. � Q I (4)-%"0 THRU-BOLTS FOR REVISED 05/08/18 ® 1g HANGER ATTACHMENT SHORING 05/24/18 10. ii!li�":"1=_11151l INDICATES SHEAR WALLS. REFER TO SHEET 51 FOR WIND BRACING & FASTENER REQUIREMENTS. ® S7 [(2)-EA. SIDE OF HANGER] REVISED 08/02/18 REVISED 08/13/18 i till L® W18x55 (85'-33/4) J.L° ] 131° •-•; II : „ ._.:. ,,,.._.:: „ •-•: „ •-•: „ •-•: „ ❑ L 10 111'1i"ivallll�li ivalll!lan'1ic:aglll�ni I'n"mallll�n'1i"ivallll�n'1i"ivallll�n'1i"ivallll3ln'ii�iiiiii r ,'r B6 i Q TYP. ++� 2 h 1 ^z ill � h� iiiii I BM. PKT. • cP+ IN sheet Q" IP,' )) ill, o EXTEND STL. 6" FOR IR MI ) o Ba CONN. © IP hI, O :.•I .. : ' II' -..._. ii_.: :, q_.::=:i-... n_.::=:i_ q_.::= -... n_.::=:i_",,,i_ ..... —... n_ �-; • "' ii_.::=a,= _..._.10,...._.:: : Bd JOB #1707- 03