|
EXISTING METAL DECK (VERIFY)
<br />EXISTING STEEL BAR JOIST (VERIFY)
<br />'
<br />a
<br />6
<br />gill, 18 GA. (600 6I62-43)
<br />i
<br />LL
<br />i
<br />S2b
<br />METAL STUDS AT 16" O.G.
<br />MAX, (TYP.) U.N.O.
<br />'
<br />I
<br />'
<br />5/5" PLYWOOD SHEATHING
<br />I
<br />I
<br />ct EXISTING STEEL BEAM
<br />-_
<br />WITH 012 TEK SCREWS AT 4"
<br />CONT. gill, IS GA ((o00
<br />lt NEW STEEL CHANNEL
<br />' __. _'
<br />--
<br />O.C. MAX. PANEL EDGES
<br />TI25-43) METAL TRACK
<br />-
<br />%
<br />AND gill O.G. MAX. FIELD
<br />(EACH SIDE TYP.) WITH I/4"0
<br />x 1 3/4" TAPCON SCREWS
<br />'I,
<br />'
<br />10
<br />%l
<br />AT 4" FROM EACH END AND
<br />CONT, L 3 I/2" x 3 I/2" x I/4"
<br />NEW STEEL CHANNEL -
<br />EXISTING STEEL BEAM -
<br />-
<br />,',i_
<br />---- ---
<br />1/2"0 THRU BOLT
<br />I6" O.C. MAX. STAGGERED
<br />WITH 3/4"0 HILTI HIT-HY1O
<br />g REFER TO PLAN
<br />REPAIR REQUIRED
<br />I
<br />ADHESIVE ANCHORS AT 4"
<br />NEW STEEL
<br />5'-O" MAX.
<br />'
<br />FROM EAHAND 24"
<br />O.C. MAX- fo 3/D4' E BED
<br />CONT. 6", 18 GA (RAC
<br />CHANNEL -
<br />2 -43 METAL TRACK
<br />REFER TOCiT
<br />ION'
<br />'
<br />METAL ROOF DECK -
<br />PLAN
<br />EXISTING REINF. / FULLY
<br />(2) NEW MC 12x31 -
<br />a
<br />-
<br />REFER TO PLANS
<br />_
<br />EXISTING _STEEL BE O
<br />GROUTED MASONRY TIE
<br />„
<br />BEAM ll6 MIN. - 24
<br />lU EACH FACE
<br />/
<br />'
<br />H.S.S. I I/2" x I I/2" x I/4"
<br />SEE ARCH Ah
<br />NEW STEEL CHANNEL
<br />MAX.) - CONTRACTOR TO
<br />DO NOT SPLICE
<br />;
<br />I
<br />(NESTED) AT EACH END
<br />_
<br />TOP /FRAMING
<br />FIELD VERIFY AND NOTIFY
<br />EXISTING METAL DECK (VERIFY)
<br />,.
<br />",
<br />I
<br />AND 24" O.G. MAX. WELD
<br />1/2" EXTERIOR GRADE
<br />2"-16" 2" EA,
<br />ARCHITECT OF ANY
<br />DISCREPANCIES A
<br />�i' l2) COURSE K.O.
<br />,,
<br />,
<br />TO STEEL ANGLE AND
<br />STEEL BEAM
<br />PLYWOOD SHEATHING -
<br />2"-16" END TdB
<br />90' STD ACI
<br />��'''�
<br />BLOCK WITH (1) 05
<br />'
<br />REFER TO PLANS
<br />HOOK
<br />a
<br />CONT. EACH
<br />�
<br />,-
<br />,
<br />' 'r
<br />COURSECLIP
<br />L 3" x I I/2" x 14 GA. x 0'-3"
<br />EXISTING STEEL BEAM END
<br />ANGLE WITH (4) 010
<br />EQ
<br />SEE PLAN
<br />EQ
<br />CONDITIONS NOT SHOWN
<br />r';
<br />'
<br />=
<br />!"%
<br />__--
<br />__----------------------------- - _____--
<br />TEK SCREWS AND (2) 50
<br />FIELD
<br />FIELD
<br />FOR CLARITY
<br />'; ,
<br />'�',
<br />;,
<br />i -
<br />:" <'
<br />�- '5 VERT. AT 24"
<br />- - - - ----
<br />��
<br />- ---- ---- -- - -
<br />--------
<br />PDF LOCATE AT EACH
<br />VERIFY VERIFY
<br />,, ' .
<br />i
<br />O.C. MAX, AT
<br />-
<br />STUD (TYP.) U.N.O.
<br />ELEVATION A SECTION B
<br />% � - "' "
<br />' ' � � �
<br />BUMP OUT -
<br />FASTEN TRACK TO STUD WITH
<br />a
<br />REFER TO PLAN
<br />,'
<br />,'
<br />(1) 010 TEK SCREW EACH LEG
<br />CONT. L 3 I/2" x 3 I/2" x I/4"
<br />0
<br />0 o
<br />ill,
<br />FOR ADDITIONAL
<br />AT EACH STUD (TYP,) U.N.O.
<br />WELDED TO EACH H.S.S.
<br />SPECIFIC REINF.
<br />%�%
<br />roll 18 GA. (600 6I62-43) METAL
<br />-------
<br />STUDS AT EACH END AND AT
<br />24 O.C. MAX. ITYP.) U.N.O.
<br />,8'v
<br />a
<br />(4) 010 TEK SCREWS (TYP..)
<br />1'-4" (TYP.)
<br />8"
<br />8
<br /><H
<br />U.N.O.
<br />EXISTING MASONRY WALL TO BE
<br />2°
<br />'
<br />6", 18 GA. (600 5I62-43)
<br />SAW GUT AND REMOVED AFTER
<br />.
<br />METAL STUDS AT EACH END
<br />CONT. L" x 2" x ib GA.
<br />STEEL CHANNELS ARE FULLY
<br />AND AT 24" O.G. MAX.
<br />WITH (2) 10 TEK SCREWS
<br />INSTALLED
<br />1/2"� THRU BOLTS
<br />(TYP.) U.N.O.
<br />EACH LEG AT EACH STUD
<br />(TYP.) U.N.O.
<br />CONT. 6", 18 GA (600 TI25-43)
<br />EXISTING MASONRY WALL -
<br />METAL TRACK WITH I/4"0 x 13/4"
<br />REFER TO PLAN
<br />TAPCON SCREWS AT 4 FROM EACH
<br />STEAL BEAM - REFER TO
<br />ELEVATION B
<br />PLAN
<br />END AND 16" O.G. MAX. STAGGERED
<br />Im
<br />DETAIL
<br />O
<br />rw>ETAIL
<br />4
<br />0ET,41L
<br />O
<br />1�ETAIL
<br />SCALE: 3/4" = I'-S"
<br />SCALE: 3/4" = I'-O"
<br />SCALE: 1 1/2" = I'-0"
<br />SCALE: 3/4" = I'-0"
<br />i�
<br />6
<br />a
<br />i'
<br />S2b
<br />4'-0" (MAX.) U.N.O,
<br />I
<br />SEE ARCH
<br />CONT. L 2" x 2" x 16 GA. WITH (2) 040 TEK SCREWS
<br />EACH LEG AT EACH STUD
<br />CONT. 6", 18 GA (600
<br /><;'
<br />VERTICAL
<br />'
<br />'
<br />CONT. L 3 1/2" x
<br />1/2"
<br />1/4"
<br />TI25-43) METAL TRACK
<br />REINFORCING -
<br />WITH 3/4"0 HILT(
<br />IT-H
<br />10
<br />a
<br />j
<br />REFER TO PLAN
<br />I
<br />'
<br />ADHESIVE ANC
<br />ORS
<br />AT 4"
<br />5/8" EXTERIOR GRADE PLYWOOD
<br />I
<br />'
<br />FROM EACH EN
<br />AND
<br />24"
<br />SHEATHING - SEE PLAN FOR FASTENING
<br />O.G. MAX - 6 3/
<br />EM
<br />ED
<br />gill, IS GA, (6S0
<br />FASTEN TRACK TO EACH STUD WITH
<br />EXISTING (1)
<br />'i/
<br />'
<br />I
<br />I
<br />METAL ROOF D
<br />CK -
<br />CONT. 6", 18 GA (600
<br />DIAGONAL
<br />METAL STUDS DIAGONAL
<br />(1) 010 TEK SCREW EACH LEG AT
<br />COURSE K.O.
<br />'
<br />w
<br />REFER TO PLAN
<br />TI25-43) METAL TRACK
<br />BRACE AT EACH METAL STUD
<br />EACH STUD (TYP.) U.N.O.
<br />BLOCK WITH
<br />I
<br />(1) S CONT,
<br />u-
<br />CONT. L 2" x 2" x 16 GA.
<br />/
<br />�p
<br />I
<br />WITH (2) 010 TEK SCREWS
<br />CL
<br />SEE ARCH
<br />EACH METAL STUD AND
<br />010 TEK SCREWS AT
<br />1.5
<br />(4)'10 TEK SCREWS (TYP..) U.N.O.
<br />EXISTING
<br />MASONRY WALL
<br />SEE PLAN
<br />!'
<br />/
<br />�'
<br />�
<br />ROOFING
<br />TOP FRAMING
<br />EACH END AND 8" O.C.
<br />I
<br />SYSTEM (VERIFY)
<br />'�, _'
<br />REFER TO
<br />I/2" EXTERIOR GRADE
<br />MAX. TO METAL PLATE
<br />l
<br />ARCH
<br />PLYWOOD SHEATHING -
<br />6", 18 GA. (600 5I62-43) METAL
<br />EXISTING METAL
<br />EXISTING l
<br />.�
<br />REFER TO PLANS
<br />STUDS AT 16" O.C. MAX,
<br />DECK (VERIFY)
<br />COURSE K.O.
<br />a
<br />BLOCK
<br />WITH
<br />L 3" x 1 1/2" x 14 GA. x 0'-3"
<br />H.S.S. 1 1/2" x 1 1/2" x 1/4"
<br />8 MASONRY
<br />(I) 05 CONT,
<br />CLIP ANGLE WITH (4) 010
<br />Coll, IS GA. (6S0 TI25-43) METAL
<br />CONT. gi
<br />(NESTED) AT EACH
<br />'%
<br />WALL SYSTEM
<br />-------------
<br />--------------------------- --
<br />TEK SCREWS AND (2) 0.1450
<br />TRACK - FASTEN TO METAL DECK WIT
<br />END AND 12" O.C. MAX.
<br />WITH HORIZ.
<br />_
<br />_
<br />_'
<br />PDF. LOCATE AT EACH
<br />(2) ROWS OF 010 TEK SCREWS AT 8" O.G.
<br />WELD TO STEEL
<br />JOINT REINF. AT
<br />N
<br />--
<br />STUD
<br />EXISTING
<br />MAX.
<br />/
<br />ANGLE EACH END
<br />%'
<br />16" O.G. MAX.
<br />w
<br />METAL DECK
<br />(VERIFY)
<br />o
<br />t
<br />WELDED TO EACH FRAME
<br />EXISTING METAL DECK (VERIFY)
<br />EXISTING STEEL
<br />'
<br />- - ---- --- -- - --
<br />---
<br />-----
<br />';
<br />�'
<br />fi
<br />gillIS GA. 1gi00 SI62-43) METAL
<br />EXISTING STEEL
<br />'�
<br />-
<br />EXISTING BAR JOIST (VERIFY)
<br />BAR JOIST (VERIFY)
<br />--
<br />---- ----- ----- --- - --- - --
<br />�;
<br />w
<br />,
<br />---- -
<br />STUDS AT EACH END AND AT 24"
<br />BAR JOIST
<br />-
<br />,-
<br />O.G. MAX. (TYP.) U.N.O.
<br />(VERIFY)
<br />L 3" x 1 1/2" x 14 GA, x 0'-3" (MIN.) CLIP ANGLE WITH (4) 010 TEK
<br />EXISTING (2)
<br />'
<br />CONT. L 3 I/2" x 3 1/2" x
<br />WITH 3/4"0 HILTI
<br />a
<br />; ,
<br />x x
<br />(4) "IS TEK SCREWS (TYP..)
<br />_.
<br />SCREWS TO METAL STUD AND (4) 010 TEK SCREWS TO CONT. PLATE/4"
<br />COURSE K.O.KOBLOCK
<br />HIT-HY10 ADHESIVE:
<br />(2) COURSE K.O.
<br />U.N.O.
<br />CONT. 12" x 14 GA, PLATE
<br />WITH (2) ROWS OF MO TEK
<br />WITH (1) «5 CONT.
<br />ANCHORS AT 4 FROM
<br />a
<br />/;
<br />/, BLOCK WITH (I)
<br />roll, )
<br />SCREWS AT EACH END
<br />EACH COURSE -
<br />EACH END AND 24 O.G.
<br />''' "5 CONT. EACH
<br />METAL�STUDS�ASEAGH
<br />CONT. L 2 ' x 2 x 16 GA.
<br />AND gill O.G. MAX
<br />CONTRACTOR TO
<br />MAX - 6 3/4" EMBED
<br />/;
<br />COURSE
<br />END AND AT 24" O.G.
<br />WITH (2) 010 TEK SCREWS
<br />FIELD VERIFY AND
<br />=
<br />MAX. (TYP.) U.N.O.
<br />EACH LEG AT EACH STUD
<br />NOTIFY ARCHITECT
<br />' '
<br />(TYP.)UN.O.
<br />OF ANY
<br />DISCREPANCIES
<br />a
<br />'
<br />GROUT (2)
<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.G. MAX. WITH (3) 3/4"0
<br />a
<br />FRAME LOCATION HILTI HIT-HY10 ADHESIVE ANCHORS - 6 3/4" EMBED
<br />(TYP.)
<br />O
<br />DETAIL
<br />(DI
<br />DETAIL
<br />J(DI
<br />DETAIL
<br />SCALE: 3/4" = I'-0"
<br />SCALE: 1 1/2" = 1'-0"
<br />SCALE: 3/4" = I'-S"
<br />REFER TO 8/62b FOR METAL
<br />STUD FRAMING INFORMATION
<br />NEW STEEL VERT. AT EACH NEW
<br />L 5" x 5" x 5/16" DIAGONAL
<br />BRACE - REFER TO 4/82c
<br />NEW L 5" x 5" x 5/16" AT EACH
<br />NEW VERT. (L 4" x 4" x 1/4") -
<br />WELD TO STEEL ANGLE EACH
<br />END
<br />EXISTING METAL
<br />DECK /
<br />w
<br />N
<br />NOTE:
<br />PRE-ENGINEERED CANOPY AND CONNECTIONS BY DELEGATE
<br />SPECIALTY ENGINEER - CONTRACTOR TO FIELD VERIFY EXISTING
<br />STEEL CHANNEL / ANGLE LOCATIONS AND COORDINATE WITH
<br />CANOPY CONNECTION LOCATIONS - NOTIFY DELEGATE SPECIALTY
<br />ENGINEER, ARCHITECT, ENGINEER OF ANY DISCREPANCIES
<br />EXISTING STEEL EDGE ANGLE
<br />CONTRACTOR TO FIELD VERIFY
<br />AND NOTIFY ARCH. / ENG. OF ANY
<br />DISCREPANCIES
<br />FASTEN CANOPY CONNECTION TO
<br />EXISTING STEEL EDGE ANGLE
<br />EXISTING BAR JOIST - REFER TO PLAN
<br />L 4" x 4"x 1/4" x FIELD VERIFY
<br />LENGTH AT 46" O.C. FROM EACH
<br />END, EACH END OF CANOPY, AND
<br />48" O.C. MAX, - WELD TO EXISTING
<br />STEEL CHANNEL AND EXISTING
<br />STEEL JOIST
<br />EXISTING METAL
<br />WALL PANEL
<br />FASTEN CANOPY TO
<br />EXISTING STEEL CHANNEL
<br />PROVIDE SOLID BLOCKING IN
<br />DECK FLUTES AT CANOPY AND
<br />UPPER CANOPY CONNECTION
<br />PLATE - COORD. BLOCKING WITH
<br />ARCH,
<br />(1) COURSE K.O. BLOCK WITH (1) 05 CONT.
<br />AT TOP OF PARAPET
<br />DRILL AND EPDXY 05 DOWELS AT EACH
<br />END, EACH SIDE OF HEIGHT CHANGE,
<br />AND AT 32" O.G, MAX, - 6" EMBED
<br />S" MASONRY WALL SYSTEM WITH
<br />HORIZ. JOINT REINF, AT 16" O.C. MAX,
<br />EXISTING (1) 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 />Ci DET,4IL O DETAIL (DI DETAIL
<br />S 1'- SCALE: 1 1/2" = I'-0" SCALE: 3/4" = 1'-0"
<br />TRACK WITH 1/4"0 x 1 3/4" TAPCON
<br />SCREWS AT 4" FROM EACH END AND
<br />16" O.G. MAX, STAGGERED (TYP.) U.N.O.
<br />(1) COURSE K.O. BLOCK
<br />WITH (1) 05 CONT. (TYP. TOP
<br />OF WALL) U.N.O.
<br />�— VERTICAL REINFORCING -
<br />REFER TO PLAN
<br />MASONRY WALL SYSTEM
<br />WITH HORIZ. JOINT REINF. AT
<br />16" O.C. MAX.
<br />CONT. 6", 18 GA (600
<br />T125-43) METAL TRACK
<br />SEE ARCH
<br />TOP / FRAMING
<br />L 3" x 1 1/2" x 14 GA. x 0'-5"
<br />CLIP ANGLE WITH (4) 010
<br />TEK SCREWS AND (2) 1/4"0 x
<br />1 3/4" TAPCON SCREWS -
<br />LOCATE AT EACH STUD
<br />(2) COURSE K.O. BLOCK WITH
<br />(1) 05 CONT, EACH COURSE
<br />(2-LOCATION5)
<br />1/2" EXTERIOR GRADE
<br />PLYWOOD SHEATHING -
<br />REFER TO PLANS
<br />6", IS GA. (600 5162-43)
<br />METAL STUDS AT EACH END
<br />AND AT 24" O.G. MAX. (TYP.)
<br />U.N.O.
<br />(4) 010 TEK SCREWS (TYP.J
<br />U.N.O.
<br />CONT, L 2" x 2" x 16 GA. WITH
<br />(2) 010 TEK SCREWS EACH LEG
<br />AT EACH STUD (TYP.) U.N.O.
<br />L 3" x 1 1/2" x 14 GA. x 0'-5"
<br />CLIP ANGLE WITH (4) 010
<br />TEK SCREWS AND (2) 1/4"0 x
<br />1 3/4" TAPCON SCREWS -
<br />LOCATE AT EACH STUD
<br />REVISIONS
<br />BY
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<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\02-REV.01\04-Architectural\S02b-FRM DETA[LS.dwg, 3/24/2015 10:38:26 AM, sharrison, Xerox 6604 PS.pc3
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