t OF JOISTS (SEE PLAN) ,,
<br />THRU BOLTS 4"M EACH CORNER
<br />RO
<br />FRO
<br />N
<br />{E 1/4" x 6" x 0'-8" m
<br />`
<br />AND 24" O.G. MAX, (MIN.
<br />w/ (2) 1/2" DIA. x 6"
<br />POINT LOAD
<br />3/16
<br />3 PER SIDE) TYP. ALL
<br />HEADED
<br />DOIS STUDS
<br />PUDDLE WELD AT SUPPORTS,
<br />„ �� ��
<br />L3 x x 1/4
<br />4 SIDES.
<br />FOR � -
<br />SEE PLAN NOTES FOR SIZE
<br />AND PATTERN,
<br />DEC !C W�D7H
<br />STEEL JDIST
<br />I I TYP. U.N.O. I I
<br />.
<br />E' I w/ 4/84.4) I ` I
<br />RTU
<br />7
<br />,
<br />614
<br />REFER TO PLAN,
<br />1ICOOR'p.
<br />P.T. WOOD NAILER/
<br />CAP AND
<br />METAL DECK
<br />4-
<br />I
<br />I
<br />iMASONRY
<br />FILLER
<br />CONT. L3" x 3" x 3/16" N FLASHING. COOR'D. w/ ARCH.
<br />TEK SCREW FASTENERS EQ.
<br />SPACED W SIDE LAPS °
<br />---
<br />--
<br />REFER TO PLAN.
<br />I ------- -----------------
<br />------ I
<br />I i i
<br />= -_
<br />-
<br />ROOFING SYSTEM
<br />WELD t0 EA. JOIST,
<br />I/2" SEE PLAN OIL
<br />BTWN. SUPPORTS. SEE °
<br />°
<br />i " i
<br />i
<br />'
<br />i I I
<br />@ Z
<br />REFER TO ARCH.
<br />TOP/MASONR
<br />PLAN NOTES FOR SIZE AND
<br />I I
<br />_
<br />V2 1/2" •
<br />PATTERN. °
<br />i i
<br />i I I
<br />FACTORY
<br />4" (MIN.) BEARING
<br />ROOF TOP
<br />lo
<br />JOIST TOP I I i
<br />i I I
<br />- - - CURB
<br />(1) COURSE K.O.
<br />_
<br />FILLER DEGK SHEET
<br />CHORD i
<br />i
<br />METAL ROOF BLOCK w/ (1) +*v CONT.
<br />AS REQUIRED.
<br />_
<br />_°-
<br />I I i
<br />I I
<br />----------- ------
<br />DECK REFER t0
<br />PLAN.
<br />°
<br />°
<br />i i I
<br />I i i
<br />SEE PLAN
<br />STEEL SUPPORT. ° r d
<br />r r I°r
<br />4
<br />I
<br />I
<br />gL
<br />JOIST BRCS.
<br />Idrd
<br />JOIST OR BEAM _ I°
<br />REFER TO PLAN r -- �° /
<br />--------------------------------
<br />i
<br />1/2"0 THRU-BOLTS
<br />AT 24" O.C.
<br />II
<br />�� ��
<br />WELD L2 1/2 x 2 1/2 x 1/4„
<br />L4„ x 4„ x II4 ��
<br />r°r r r
<br />r '
<br />- - °
<br />EACH SIDE OF JOIST
<br />x 0'-4" LONG i i OPENING SIZE - SEE PLAN
<br />i i
<br />2 1I2
<br />I°I
<br />FROM LOCATION OF LOAD
<br />TO NEAREST PANEL POINT
<br />(x4). INCREASE AND VERIFY w/ TRADE
<br />FOR RTU FRAME I i INVOLVED
<br />; ;
<br />I I
<br />RTU SUPPORT FRAME
<br />TO STUD (2) COURSE (1) COURSE
<br />METAL DECK r r to/
<br />REFER t0 PLAN
<br />°
<br />POINT LOAD
<br />(ON OPPOSITE CHORD OF
<br />ANGLES AS REQ' I I
<br />I I
<br />REFER TO 3/54 .4
<br />K.O. BLOCK w/ (1) "5 CONT.
<br />1°r1 I°1I 1
<br />r
<br />°
<br />JOIST).
<br />TYP. 3/16
<br />JOIST WEB STIFFENER.
<br />EA. COURSE
<br />dl rr
<br />°
<br />REFER TO 2/64.4,
<br />°
<br />°
<br />N�T�.
<br />1. LOCATE L3" x 3" x 1/4" FRAMES AROUND
<br />ALL ROOF OPENINGS
<br />STEEL JOIST.
<br />°
<br />JOIST NOT REQUIRED
<br />U.N.O, REFER t0 MECH. CURB FRAMING DETAIL FOR EQUIP.
<br />FRAME ANGLE SIZES.
<br />REFER TO PLAN. ROOF TOP UNIT FRAME SCHEDULE
<br />STEEL ROOF JOIST
<br />WELD AT 6" O.G. MAX.
<br />_
<br />FOR POINT LOADENERS
<br />UNIT WEIGHT
<br />ANGLE SIZE
<br />REFER t0 PLAN.
<br />AT PERIMETER.
<br />2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE
<br />� 250 LBS AT TOP CHORD
<br />OF OPENINGS PRIOR t0 STEEL FABRICATION.0
<br />- 65 �Ibs.
<br />L4" x 3" x I/4" L.L.H.
<br />VERY. REINF.
<br />NOTES:
<br />15100 LBS AT BOTT. CHORD
<br />3. FRAME 15 REQUIRED FOR ALL OPENINGS
<br />12" AND
<br />6�6 - 1500 Ibs L4„ x 4 x 3/8
<br />HORIZONTAL JOINT REFER TO PLAN.
<br />REINF. AT 16" O.G.
<br />GREATER,
<br />1501 - 3000 lbs L6" x 4" x 3/8" L.L.H.
<br />TYP. MASONRY WALL.
<br />I. MINIMUM DECK BEARING AT END
<br />SUPPORTS 2 1/2"
<br />(WHERE POINT LOADS OCCUR BETWEEN J015T PANEL POINTS)
<br />3001 - 6000
<br />lbs L6" x 6" x 3/5"
<br />REFER TO PLAN.
<br />4. REFER TO JOIST STIFFENER DETAIL FOR
<br />2. MINIMUM DECK LAP OVER SUPPORTS = 2"
<br />JOIST STIFFENERS AS REQUIRED.
<br />6001 - 8000 Ibs LS" x 6" x 7/16" L.L.H.
<br />ooP
<br />S NINGQIP�MNi��
<br />1NO
<br />=�=D AL
<br />2
<br />4 MSEcE�-cu ,4MINC
<br />5 S�cTION
<br />c O SCA
<br />NOt TO SCALE
<br />C
<br />REFER TO 5/54.4 FOR
<br />NEW EXISTING
<br />—�
<br />NEW
<br />EXISTING
<br />METAL STUD FRAMING AND CLIP
<br />ADDITIONAL INFORMATION
<br />ANGLE. REFER TO PLAN AND
<br />AT STEEL ROOF JOIST BRG.
<br />EXIST. MASONRY
<br />WALL SECTIONS FOR ADDITIONAL
<br />fE 1/4"x7 1/2"xC'-IC" REFER TO 6/54.4 FOR
<br />EXIST. MASONRY
<br />PARAPET WALL.
<br />INFORMATION.
<br />MASONRY CAP AND
<br />w/ (4) 1/2"0 x 6" ADDITIONAL INFORMATION
<br />HEADED STUDS AT METAL ROOF DECK
<br />PARAPET WALL.
<br />2 1/2" L4"x3"xl/4" CONT. (L.L.V.)
<br />TYP.
<br />FLASHING, COOR'D. W/ ARCH.
<br />BRCS.
<br />CONT. L4" x 4" x 1/4" w/
<br />, _
<br />FIELD VERIFY
<br />2 I/2" WELD t0 EA. JSt.
<br />r _
<br />FIELD VERIFYn
<br />3/4"� HILTI-HIT HY15C
<br />tOP/EXISt.
<br />METAL ROOF 2 1/2" JOIST TOP CHORD
<br />CONT. L4" x 4" x 1/4" w/
<br />SEE PLAN
<br />CONT. BENT IIE 1/4" x
<br />CONT. L3" x 3" x 3/16"
<br />CONT. WELD TO EA.
<br />TOP/EXfST, MASONRY
<br />ADHESIVE ANCHORS AT
<br />MASONRY
<br />PECK REFER TO EXTENSION,
<br />PLAN
<br />3/4"� H1Lt1-Nit HYi50
<br />TOP/MASONRY
<br />5" x 2 3/4" (L.L.H.)
<br />N I I
<br />_
<br />JOIST,
<br />„
<br />24 O.G. MAX, IN GROUTED
<br />-
<br />ADHESIVE ANCHORS AT
<br />(1) COURSE K.O. BLOCK w/
<br />�, jj
<br />MAS, (6 3/4 EMBED). G.C. TO
<br />STEEL ROOF I I
<br />24'" O.C. MAX. IN GROUTED
<br />(1) *5 CONY.
<br />I23 42 „
<br />1 112�� 1 1/2
<br />VERIFY EXIST. MASONRY
<br />JOIST. REFER
<br />MAS•, 6 3!4" EMBED.
<br />2 I/2"
<br />GROUTED SOLID AND GROUT
<br />SOLID AS REQUIRED. (TYP.)
<br />I
<br />t0 PLAN
<br />2 1/2 „
<br />PARAPET VERT. REINF.
<br />i
<br />METAL ROOF DECK
<br />REFER TO PLAN.METAL
<br />METAL ROOF DEGK
<br />''
<br />SEE PLAN
<br />REFER TO PLAN,
<br />90 STD. AGI HOOK
<br />2 1/2 REFER TO PLAN.
<br />METAL ROOF i,
<br />REFER TDO PLAN.ROOF.
<br />i+
<br />DECK REFER t0 i_ � -�
<br />'
<br />JOIST BRG.
<br />---------------------------
<br />SEE PLAN
<br />2 I/2"
<br />-------------------------
<br />PLAN.
<br />SEE PLAN
<br />_
<br />---------- --------------
<br />DECK BRCS.
<br />----------
<br />SEE PLAN
<br />DECK BRG.
<br />------------------------
<br />JOIST $RG.
<br />(2) COURSE (1) COURSE
<br />E I ��\\
<br />EXIST. (2) COURSE K.O.
<br />KO, f3LOGK w/ (11 +'5 CONT,
<br />,�\
<br />`��
<br />���,
<br />BLOCK wI (I J CONT. EA.
<br />VARIES
<br />EA. COURSE
<br />COURSE. G.C. TO FIELD
<br />VERIFY NOTIFY
<br />(SEE ARGH.)
<br />SEE PLAN
<br />�'
<br />EXIST. (2) COURSE K.O.
<br />�,\
<br />- -
<br />R O
<br />ENGINEER OF ANY
<br />BOTT./TIE BM.
<br />,'
<br />BLOCK w/ (1) 05 CONT. EA.
<br />----------- ----- ---
<br />DISCREPANCIES PRIOR
<br />STEEL BEAM.
<br />MASONRY WALL.
<br />.''
<br />----------------------
<br />COURSE. G.G. TO FIELD
<br />VERIFY AND NOTIFY
<br />t4 CONStRUGtION.
<br />REFER TO PLAN
<br />STEEL ROOF JOIST
<br />REFER TO PLAN.
<br />ENGINEER OF ANY
<br />BRIDGING,
<br />L2 1/2" X 2 1/2" X 3/16" WELD
<br />REFER t0 PLAN.
<br />BRIDGING.
<br />HORIZONTAL JOINT
<br />(2) COURSE (1) COURSE
<br />STEEL ROOF JOIST K.O. BLOCK w/ (I) IS
<br />DISCREPANCIES PRIOR
<br />REFER TO PLAN.
<br />EXIST. MASONRY WALL.
<br />TO BOTT, FLANGE. REFER
<br />t0 PLAN WHERE REQ'D.
<br />REFER TO PLAN.
<br />REINF. AT 16 O.C.
<br />TYP.
<br />REFER TO PLAN, CONT. EA. COURSE
<br />STEEL ROOF JOIST
<br />REFER t0 PLAN,
<br />TO CONSTRUCTION.
<br />„ „ „ , „
<br />L2 I/2 x 2 1/2 x 3116 x 0'_
<br />-
<br />REFER TO PLAN FOR
<br />(PROVIDE AT MIN. OF 2
<br />L2 1/2" x 2 1/2" x 3/16" x 0'-6"
<br />VERY, REINF.
<br />90' Si'p. AGI HOOK VERt. REINF_
<br />EXIST. MASONRY WALL.
<br />w/ 3/4"� HILTI-NIT HY150
<br />ADHESIVE ANCHOR INTO
<br />EXIST. MASONRY CELLS
<br />TO BE REINFORCED
<br />JOI PER STEEL BEAM
<br />AT i/3 POINTS.) tYP. U.N.O.
<br />w/ 3/4 � HILTI-HIT HY150
<br />REFER TO PLAN.
<br />REFER TO PLAN.
<br />L6 x6 x5116 xl -C w/ 1/4 ��+'�''��
<br />REFER TO PLAN FOR
<br />GROUTED MASONRY CELL.
<br />- - -
<br />AND/OR FULLY GROUTED
<br />ADHESIVE ANCHOR INTO
<br />HORIZONTAL JOINT MASONRY WALL.
<br />STIFF IE w/ (2) 314 HILTI i
<br />EXIST. MASONRY CELLS
<br />G.G. TO FIELD VERIFY AND
<br />TYP.
<br />GROUTED MASONRY CELL,
<br />REINF. AT 16" O.C. REFER TO PLAN.
<br />HIT HY150 ADHESIVE
<br />TO BE REINFORCED
<br />GROUT EXISTING CELL
<br />NOTE: GOOR'D. WALL
<br />fo 3/4" EMBED
<br />TYP
<br />ANCHORS, 6 3/4" EMBED.
<br />AND/OR FULLY GROUTED
<br />SOLID AS REQUIRED TYP.
<br />EXIST. ROOF
<br />FINISH/SHEATHING
<br />THICKNESS w/ ARCH.
<br />6" 6"
<br />TYP.
<br />FRAMING NOT SHOWN
<br />(TYP.)
<br />-
<br />EXIST. ROOF
<br />FOR CLARITY.
<br />� cl� 55EARRING
<br />S cTION
<br />SECTION
<br />FORRR CLARIITTY.sNOWN
<br />�Caj!ECTION
<br />JOIST TO ST1= L S 4M
<br />v 2S�211
<br />1 " SCALE: 3/4"
<br />SCALE:
<br />SCALE: 3/4" = 1'-0„ cam,
<br />SCALE: 3/4" = I'-C"
<br />METAL STUD FRAMING AND CLIP
<br />ANGLE. REFER TO 1/53.3 FOR
<br />CONT, L3" x 3" x 1/4" ADDITIONAL INFORMATION.
<br />YHSS
<br />CONT, BENT M 1/4" x
<br />TYP. L4" x 3" x 1/4" CONT. (L.L.V.)
<br />WELD TO EA, HSS.
<br />2 1/2"
<br />5" x 2 3/4" (L.L.H.)
<br />"-12"
<br />TYP. VL2 1/2,, 1/2
<br />METAL DECK. I
<br />(MAX.)
<br />REFER TO PLAN.
<br />2 I/2"
<br />TYP.
<br />2 1/2"
<br />TYP.
<br />CAP e 1/2" x 1'-0" 4"
<br />2"-12"
<br />+e
<br />--------rL -
<br />1/2" MAX,
<br />—
<br />METAL ROOF DECK.
<br />2 1/2"
<br />2 1/2"
<br />METAL ROOF DECK.
<br />MATCH COL. DIM, MIN.).
<br />RG.
<br />METAL ROOF DECK
<br />REFER TO PLAN.
<br />METAL ROOF DECK
<br />------------------ ------------------ � I
<br />- �- i I
<br />REFER TO PLAN.
<br />REFER TO PLAN.
<br />2 1/2"
<br />TYP.
<br />REFER t0 PLAN.
<br />--
<br />2 1/2"
<br />--'� HSS 2 I/2" x 2 1/2" x I/4"
<br />----------------
<br />-� - - -
<br />1/4" STIFF IE !
<br />-------------
<br />'�
<br />'��------- AT 4'-0" O.C. MAX.
<br />_____----
<br />%STEEL
<br />I i
<br />`v
<br />ROOF JOIST.
<br />REFER TO PLAN VARIES
<br />STEEL BEAM. (SEE ARCH.)
<br />'
<br />--------------
<br />-----------
<br />REFER t0 PLAN
<br />" x 21/2„x 3/16
<br />ZSTEEL ROOF JOIST
<br />NO WELD E
<br />STEEL ROOF JOIST.
<br />REFER TO PLAN.
<br />WELD TO BOTT. FLANGE.
<br />BEYOND
<br />REFER TO PLAN,
<br />STEEL BEAM
<br />REFER TO PLAN.
<br />AHSTEEL
<br />REFER TO PLAN WERE
<br />REQ'D. (PROVIDE AT MIN.
<br />STEEL BEAM.
<br />STEEL ROOF JOIST
<br />REFER TO PLAN,
<br />I I
<br />I I
<br />fE 112"
<br />STEEL ROOF JOIST
<br />BEAM.
<br />REFER TO PLAN.
<br />STEEL ROOF JOIST
<br />REFER TO PLAN.
<br />OF 2 JOIST PER STEEL
<br />BEAM AT(1/3 POINTS.) TYP.
<br />REFER TO PLAN.
<br />L2 1/2 x 2 1O 3/16
<br />I I
<br />NSS COLUMN.
<br />REFER TO PLAN.
<br />"
<br />L2 I/2 X 2 1/2 " X 3/16
<br />L) .
<br />WELD TO BTTFLANGE.
<br />UN O
<br />REFER TO PLAN WHERE
<br />i i
<br />REFER TO PLAN.
<br />WELD TO BOTT. FLANGE.
<br />REQ'D. (PROVIDE AT
<br />REFER TO PLAN WHERE
<br />MIN. OF 2 JOISTS R
<br />STEEL BEAM AT 1/3
<br />NOTE:
<br />STEEL BEAM CONNECTION
<br />REQ'D. (PROVIDE At MIN.
<br />of 2 JOIST PER STEEL
<br />POINTS.) TYP. U.N. .
<br />NOT SHOWN FOR CLARITY.
<br />BEAM At 1/3 POINTS.)
<br />tYP, UN.O.
<br />11 JOIST To 8E>�M
<br />12 SECTION
<br />" '_ "
<br />SCALE: 3/4 1 0
<br />13 SECTION
<br />SCALE: 3/4" = I'-0"
<br />14 SECTION
<br />SCALE: 3/4" = 1'-0"
<br />1 SECTION
<br />SCALE: 3/4" = 1'-0"
<br />REVISIONS
<br />BY�
<br />FMv. 4 - 'i/25AI
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<br />CL N
<br />L
<br />Date: 12. 15. 10
<br />Scale: AS NOTED
<br />Project Mgr:. GM
<br />Drawn:
<br />Job: 09-45
<br />Sheet
<br />S4.4
<br />
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