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-- - - - <br />- <br />6", 18 GA. (600 5162-43) <br />METAL STUDS AT 16" O.G. <br />MAX. (TYP.) UN.O. <br />PLYWOOD SHEATHING <br />WITH 012 TEK SCREWS AT 4" CONT. 6", IS GA (600 <br />O.C. MAX. PANEL EDGES T125-43) METAL TRACK <br />AND 6" OZ. MAX. FIELD (EACH SIDE TYP.) WITH 1/4"ro <br />x 1 3/4" TAPCON SCREWS <br />AT 4" FROM EACH END AND <br />16" O.C. MAX. STAGGERED <br />(2) COURSE K.O. <br />90' STD AGI BLOCK WITH (1) S <br />HOOK a %. CONT. EACH <br />COURSE <br />05 VERT. AT 24" <br />% O.C. MAX. AT <br />BUMP OUT - <br />REFER TO PLAN <br />FOR ADDITIONAL <br />SPECIFIC REINF. <br />a % j <br />1 <br />I <br />I <br />' <br />; <br />I 6 <br />I 5210 <br />I ONi/2" x 3 I/2" / <br />T, 3L a 3 HILTI HIT x I� 4" <br />CONT. <br />WITH <br />ADHESIVE ANCHORS AT 4" <br />FROM EACH END AND 24" CONT. 6", 18 GA (600 <br />O.C. MAX - 6 3/4" EMBED T125-43) METAL TRACK <br />I METAL ROOF DECK - <br />REFER TO PLANS <br />x I I/2" x I/4" SEE ARCH <br />(NESTED) AT EACH END TOP / FRAMING <br />AND 24" O.C. MAX. WELD I/2" EXTERIOR GRADE <br />TO STEEL ANGLE AND <br />STEEL BEAM PLYWOOD SHEATHING - <br />REFER TO PLANS <br />L 3" x 1 1/2" x 14 GA. x 0'-3" <br />CLIP ANGLE WITH (4) 010 <br />--------------------------------------- --------------------------- " TEK SCREWS AND (2) 0.145O <br />---------------------------------- -- ---- - ------------- - PDF LOCATE AT EACH <br />STUD (TYP.) U.N.O. <br />FASTEN TRACK TO STUD WITH <br />(1) #10 TEK SCREW EACH LEG CONT. L 3 I/2" x 3 1/2" x 1/4" <br />AT EACH STUD (TYP.) U.N.O. WELDED TO EACH H.S.S: <br />6", IS GA. (600 5162-43) METAL <br />- ----- STUDS AT EACH END AND AT <br />X 24" O.C. MAX. (TYP.) U.N.O. <br />X x <br />(4) 010 TEK SCREWS (TYP..) <br />6" IS GA. (600 5162-43) U.N.O. <br />METAL STUDS AT EACH END CONT, L 2" x 2" x 16 GA. <br />AND AT 24" O.C. MAX. WITH (2) 010 TEK SCREWS <br />(TYPJ U.N.O. EACH LEG AT EACH STUD <br />CONT. 6", IS GA (600 TI25-43) (TYP.) U.N.O. <br />METAL TRACK WITH 1/4"0 x 1 3/4" STEAL BEAM - REFER TO <br />TAPCON SCREWS AT 4" FROM EACH PLAN <br />END AND 16" O.C. MAX. STAGGERED <br />1° <br />1L <br />° <br />J <br />° <br />� <br />� <br />�' <br />- - <br />�' �''-'"` <br />ODETAIL <br />SCALE: 1 1/2" = 1'-0" <br />0 <br />DETAIL <br />SCALE: 3/4" = 1'-0" <br />EXISTING (1) <br />COURSE K.O. <br />BLOCK WITH <br />(1) 05 CONT. <br />EXISTING / <br />MASONRY WALL SEE PLAN <br />SYSTEM (VERIFY) / j` <br />EXISTING METAL <br />DECK (VERIFY) = <br />' H.S.S. 11/2" x I I/2" x I/4" <br />(NESTED) AT EACH <br />' END AND 12" O.G. MAX. <br />WELD TO STEEL <br />' ANGLE EACH END <br />�' / <br />EXISTING STEEL i'-_ - ---- ---- ---- ---- <br />BAR JOIST (VERIFY) ' /i" // / ----------------------------------------- <br />/ <br />/ CONT. L 3 1/2" x 3 1/2" x <br />EXISTING (2) ' ; ' 1/4" WITH 3/4"0 HILTI <br />COURSE K.O. BLOCK HIT-HY10 ADHESIVE <br />WITH (1) 05 CONT, = ;' ANCHORS AT 4 FROM <br />EACH COURSE - �' EACH END AND 24" C. <br />FIELD VETORRIFY AN ! MAX - 6 3/4'' EMBED <br />FIELD VERIFY AND '` j' i' <br />NOTIFY ARCHITECT � ' <br />OF ANY <br />DISCREPANCIES ' <br />- <br />'!% <br />j/ VERTICAL <br />REINFORCING - <br />REFER TO PLAN <br />A <br />r <br />i;�; lu <br />i,'; �,.4 <br />r�'% <br />%%' <br />' <br />!i% 8" MASONRY <br />ii; WALL SYSTEM <br />; WITH HORIZ. <br />" JOINT REINF. AT <br />'' 16" O.C. MAX. <br />',;� <br />!/;i <br />= <br />'i% l2) COURSE K.O. <br />BLOCK WITH (1) <br />+'S GONT. EACH <br />COURSE <br />,(i <br />'' % <br />I <br />I <br />! <br />I <br />I <br />' <br />EXISTING ( <br />COURSE K.O. <br />BLOCK WITH <br />ll) "5 CONT.Z-VI <br />_ <br />(3 <br />UI <br />_O.C. <br />6 <br />I S2b <br />4'-0" (MAX.) UN.O. <br />SEE ARCH <br />74 <br />i CONT. L 3 1/2" x 1/2" 1/4" <br />WITH 3/4"m HILT[ HIT-H l0 <br />I ADHESIVE ANC ORS T 4" <br />I FROM EACH EN AND 24" <br />O.C. MAX - 6 3/4" EMBED <br />METAL ROOF DECK - CONT. 6", IS GA C600 <br />° I REFER TO PLAN TI25-43) METAL TRACK <br />_ SEE ARCH <br />' I TOP/FRAMING <br />ROOFING - <br />I REFER TO 1/2" EXTERIOR GRADE <br />ARCH PLYWOOD SHEATHING - <br />REFER TO PLANS <br />, L3"x 11/2"x 14GA. x0'-3" <br />, CLIP ANGLE WITH C4J 010 <br />------------------------------------- ---- TEK SCREWS AND (2) 0.145m <br />_ - PDF, LOCATE AT EACH <br />-- STUD <br />CONT. L 3 1/2" x 3 1/2" x 1/4" <br />- WELDED TO EACH FRAME <br />6" 18 GA. (600 SI62-43) METAL <br />-' -- STUDS AT EACH END AND AT 24" <br />X <br />MAX. (TYP.) U.N,O, <br />e- X X <br />(4) "ID TEK SCREWS (T .. <br />YP ) <br />6", IS GA, (600 5162-43) U.N.O. <br />METAL STUDS AT EACHCONTGONT. L 2" x 2" x 16 GA. <br />END AND AT 24" O.C_ WITH (2) 010 TEK SCREWS <br />MAX. (TYP.) U.N.O. EACH -LEG AT EACH STUD <br />(TYPJ U.N.O. <br />GROUT l2) <br />VERTICAL CELLS L 3" x 3" x 1/4" WELDED (ALL AROUND) STEEL ANGLE FRAME <br />SOLID AT EACH AT (+/-) 6" FROM EACH END AND 48" O.C. MAX. WITH (3) 3/4"0 <br />FRAME LOCATION HILTI HIT -HYPO ADHESIVE ANCHORS - 6 3/4" EMBED <br />(TYP.) <br />a� <br />a <br />_ <br />a <br />� <br />a <br />0 <br />DETAIL <br />SCALE: 1 1/2" = 1'-0" <br />2 <br />O <br />DETAIL <br />SCALE: 3/4" = 1'-0" <br />EXI <br />BA <br />EXI <br />DE <br />f <br />j <br />/ <br />(1) COURSE K.O. BLOCK WITH (1) 05 CONT. <br />AT TOP OF PARAPET <br />- <br />DRILL AND EPDXY 05 DOWELS AT EACH <br />END, EAGI-I SIDE OF HEIGHT CHANGE, <br />AND AT 32" O.C. MAX, - 6" EMBED <br />8" MASONRY WALL SYSTEM WITH <br />HORIZ. JOINT REINF. AT 16" O.G. MAX. <br />EXISTING (I) COURSE K.O. <br />BLOCK WITH (1) 05 CONT. - <br />CONTRACTOR TO FIELD VERIFY <br />AND NOTIFY ARCHITECT OF ANY <br />DISCREPANCIES <br />EXISTING MASONRY WALL <br />SYSTEM (VERIFY) <br />I <br />I <br />I <br />6 <br />S2b <br />I <br />I <br />SEE PLAN <br />(1) COURSE K.O. BLOCK <br />WITH (U 05 CONT. (TYP. TOP <br />OF WALL) U.N.O. <br />VERTICAL REINFORCING - <br />REFER TO PLAN <br />MASONRY WALL SYSTEM <br />WITH COR�JOINT REINF. AT <br />161, <br />CONT. 6", IS GA (600 <br />T125-43) METAL TRACK <br />SEE ARCH <br />X X - - - TOP / FRAMING <br />L3 x 11/2 x14GA. x0-5 <br />CLIP ANGLE WITH (4) 010 <br />TEK SCREWS AND (2) I/4"0 x <br />3/4" TAPGON SCREWS - <br />LOCATE AT EACH STUD <br />(2) COURSE K.O. BLOCK WITH <br />(1) 05 CONT, EACH COURSE <br />(2-LOCATIONS) <br />1/2" EXTERIOR GRADE <br />REFER TO PLANSPLYWOOD - <br />ro", IS GA. (ro00 5162-43) <br />------- METAL STUDS AT EACH END <br />X x x AND AT 24" O.G. MAX. (TYP.) <br />X X U.N.D. <br />(4) *ID TEK SCREWS (TYP..) <br />U.N.O. <br />CONT, L 2" x 2" x 16 GA. WITH <br />r <br />WITH l2J 10 TEK SCREWS EACH LEG <br />LEG AT EACH STUD (TYP.) UN.O. <br />U.N.O.� L 3" x l I/2" x 14 GA. x 0'-5" <br />TI25-43) METAL CLIP ANGLE WITH (4) 010 <br />TAPCON TEK SCREWS AND (2) 1/4"0 x <br />END AND 1 3/4" TAPCON SCREWS - <br />(TYP.) U.N.O. LOCATE AT EACH STUD <br />a <br />I AAA_ <br />I1 <br />I <br />TRACK TO <br />TEK SCREW EACH <br />STUD (TYP.) <br />6", IS GA (600 <br />WITH 1/4"4> x <br />AT 4" FROM <br />MAX. STAGGERED <br />a <br />a <br />a <br />° <br />a <br />I <br />I <br />I SIM 5 <br />I S2b <br />° <br />"" <br />i .' <br />' <br />/" <br />° <br />° <br />° <br />° <br />---- ---- ----- ---- <br />- 1 <br />— <br />a <br />__/ <br />`_---------- <br />/ <br />' : " <br />FASTEN <br />(1) <br />AT <br />CONT, <br />TRACK <br />SCREWS <br />16" <br />' <br />010 <br />EACH <br />O.C. <br />STUD <br />1 3/4" <br />EACH <br />' ' <br />j / <br />' <br />' <br />ODETAIL <br />SCALE: 1 1/2" = I'-0" <br />DETAIL <br />SCALE: 3/4" = V-0" <br />REVISIONS <br />BY <br />i � r <br />00 <br />CO <br />�ti FU <br />m <br />r� <br />C �` E <br />c o <br />x ti Y <br />U <br />2 <br />c <br />> <br />o0 3 <br />ti <br />-_ <br />y <br />�—� o ti <br />C <br />.n a <br />O <br />C"] <br />N <br />co <br />- <br />� U <br />W <br />VU' (0No <br />Z CD co <br />to <br />cfl m <br />tf) <br />� � <br />I <br />��to <br />Zw rnz <br />W 0 �Li.l <br />d <br />EM <br />W =3 60- <br />�0-00 <br />Z Z� <br />U <br />' x <br />V Q c <br />Z cn o <br />W o <br />r� <br />ao <br />�U <br />Z �w <br />v) `rn <br />a I <br />Q� <br />_ U) a� <br />cn rn <br />t d- <br />C) = p <br />=+ <br />CC0 <br />GU U <br />c� <br />�00 <br />3 N <br />oj- <br />�cL <br />U <br />Z <br />_Z <br />U� <br />O m 2: I.- J <br />C <br />0 <br />oV�..IJ <br />n U=U <br />O 0 <br />a <br />cW <br />0 (/1 Q to <br />O (D N <br />� <br />Q J ON <br />Q CD <br />FX U <br />OO 0 <br />W <br />l.L. <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />S2b <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectural\S02b-FRM DETAILS.dwg, 12/23/2014 2:43:47 PM, sharrison, Xerox 6604 PS-pc3 <br />