|
H55
<br />(L.S.H.)
<br />(3) "r AT CORNERS
<br />(TYP.) U.N.O. REFER
<br />TO 3/S42_
<br />6
<br />S4.4
<br />HORIZ. BRIDGING EQ. SPACED -�
<br />BTWN. SUPPORTS w/
<br />X-BRIDGING AS SHOWN. (TYP.)
<br />A
<br />HATCH INDICATES MASONRY
<br />PARAPET w/ *6 At 32" D.G. MAX\
<br />(TYP.) U.N.O. CLAP SPLICE W/ REINF.
<br />FROM BELOW OR HOOK DOWEL
<br />INTO ROOF TIE BEAM). REFER TO
<br />PLAN FOR ADDN'LJSPECIFIC REINF.
<br />REQUIREMENTS.
<br />1
<br />W
<br />S3.1
<br />J.B. 18'-0"
<br />X
<br />5
<br />x
<br />x
<br />S4.4
<br />cfJ
<br />ai
<br />x
<br />HSS 8"x6"x3/16"
<br />HIGH BEAMS: 5OTT. BEAM ELEVATI
<br />ON
<br />15'-0" (COORDINATE w/ ARCH.)
<br />() W18x1I BEARSONSTEEL COLUMN
<br />L
<br />DBL. ANGEL STEEL BEAM CONN. TO
<br />W21X84
<br />(++) W21X84 BEARS ON HSS BEAM
<br />INSTALL FULLY WELDED 1/4" SHIM IE AS
<br />- el
<br />Has 12 "X8"X3/16 "
<br />Sl �4 r,rP.
<br />� m
<br />x x
<br />TYP.
<br />m
<br />HSS 12 "X6"X346'
<br />(L_S_V_) tK 3
<br />Cl lks3.1
<br />LOW BEAMS: 5077_ BEAM ELEVATION =
<br />8'-0" (COORDINATE w/ ARCH.)
<br />C +) WI8x11 BEARS ON STEEL COLUMN w/
<br />lE1 GEI STEEL BE CONN-TO
<br />21 84
<br />AIR L G C S
<br />SCALE: 3/32" = I'-0" 1
<br />S3.3
<br />4
<br />HSS 11/2 "xl 1/2 "xl/4"
<br />REFER 70 4/64.3. T54 (15'-4")
<br />TP A
<br />n
<br />REFER TO AIRL
<br />FRAMING PLANS THIS
<br />SHEET
<br />d
<br />HSs 2 1/2"4 1/2 "xl/4" -
<br />REFER TO 2/54.5 CSIMJ
<br />(24.4
<br />HSS 2 1/2"4 1/2 "xl/4" -
<br />OUTLOOKERS AT 4'-0"
<br />O.G. MAX. (TYP.)
<br />A
<br />HSS 2 1/2 "x2 1/2 "xl/4" -
<br />REFER TO 2/54.5.
<br />CONCRETE
<br />LINTEL.
<br />SCHE D UL E
<br />HSS 2 1/2" x a 1/2" x I/4"
<br />REFER TO 2/54.5. (SIM.)
<br />MARK
<br />SIZE
<br />REINFORCINGREMARKS
<br />_
<br />n "
<br />"All
<br />4
<br />L_2
<br />8ll x 6"
<br />(2) 05 CONT.
<br />TYPE nB"
<br />J B. 16'-8" 2 4 TB4 (15'-4") _
<br />S3.1 S3.1 TYP.
<br />'
<br />TYP. 4 n
<br />I -
<br />HSS 2 1/2" x 2 1/2" x 1/4"
<br />I
<br />+(-:;
<br />'' r{,
<br />N
<br />,�,
<br />j
<br />I I MASONRY WALL. -
<br />'aP" J
<br />.�
<br />I I REFER TO 13/54.1. (SIM.)
<br />I I REFER TO 6/S43
<br />'sP" JOI T
<br />i I (L4"x4"xl/4") AT NEW -
<br />n
<br />EXISTING (2) COURSE FANS (TYP.) U.N.O. G.C.
<br />JB. 18'-0"
<br />OILTIE
<br />BEAM TO REMAIN. FIELD -VERIFY FOR NEW
<br />'SP" JOIS
<br />G.G. TO FIELD -VERIFY FANS AND INSTALL AS -
<br />_
<br />8 I AND NOTIFY REQUIRED.
<br />4
<br />61
<br />o
<br />S4.4 ARGHJENG. OF ANY
<br />"SP" J0157
<br />U
<br />°o_DISCREPANCIES.
<br />I
<br />4
<br />(L
<br />co
<br />�„
<br />EXIST. PARAPET
<br />REFER TO 5/543, 6/43, - -
<br />I
<br />'SP" JOIST
<br />�%
<br />`-
<br />+ '••.
<br />x
<br />TO REMAIN.
<br />AND 1/S43 FOR NEW
<br />- CURB FRAMING AT NEW
<br />- -
<br />I
<br />-
<br />MECHANICAL
<br />-
<br />EQUIPMENT (TYP.) U.N.O.
<br />'ap" JOf
<br />��SP" JOIST
<br />0
<br />T
<br />�
<br />I
<br />r T� I I Z_ I
<br />I I I
<br />1 39 LBS
<br />U1
<br />SP JOIST
<br />k I I I
<br />i I - -
<br />- - -.-
<br />-
<br />s J IST
<br />P "
<br />O
<br />�B
<br />-
<br />_
<br />-�
<br />o-
<br />cf7
<br />S JOIST
<br />" "
<br />P
<br />I I
<br />TU-5b I cf7 I
<br />139 LBS I -
<br />I I
<br />NEW OPENING IN
<br />Y
<br />EST. MASONRY
<br />R
<br />ILL
<br />I O
<br />4
<br />WALL. REFER t0
<br />��
<br />SP JOIST
<br />�-
<br />��
<br />2
<br />�
<br />���
<br />� SP JOIST
<br />c� I
<br />x
<br />I -
<br />I I
<br />X
<br />N
<br />_
<br />REFER TO 3/64 5>
<br />FOR EQUIPMENT
<br />�� ��
<br />R U c I -
<br />® I I i
<br />REFER TO 8/943 FOR
<br />BOOMS 1000
<br />9
<br />SP JOISTS
<br />1,239 LBS I
<br />:. I
<br />I JOIST REPAIRS (6-JOISTS :
<br />S4.2
<br />LBS MAX., LOAD
<br />` I, 4 I T
<br />-
<br />I - € THIS LOCATION). REPAIRS
<br />EA_ BOOM (TYP_)
<br />I
<br />- REQUIRED ONLY AT RTU
<br />4
<br />"SP" JOIST
<br />JA
<br />_ L
<br />REFER p 4
<br />- I - - - BR�s. END.
<br />I
<br />IR
<br />TU- 4
<br />III
<br />3
<br />SP
<br />JOIST-''s
<br />186
<br />- TO 9/S4
<br />III
<br />o
<br />ISIM.)O
<br />I -4 I
<br />III
<br />Ida
<br />~\
<br />�
<br />JOIST
<br />o
<br />3 I -{ -4 I I
<br />I I
<br />4.3 z T-
<br />S i I
<br />I
<br />I --
<br />I
<br />x
<br />U I
<br />I
<br />LUALL. TIE 5EAM SC>4EEDULE
<br />REINFORCING
<br />MARK
<br />SIZE
<br />CONT, BARS
<br />STIRRUPS
<br />REMARKS
<br />TBl
<br />8" x 16"
<br />(1) 05 t 4 B
<br />1 2 TYPE "A"
<br />T52
<br />8" x 8"
<br />(1) 4'5
<br />3, TYPE "B"
<br />T153
<br />8" x 16"
<br />(1) 05 T 4 B
<br />2, TYPE "C"
<br />TB4
<br />8" x 24"
<br />(I) *5 T, M 4 B
<br />13, TYPE "0"
<br />TB5
<br />16" x 16"
<br />(2) 05 T 4 B
<br />3, TYPE "E"
<br />• I ::g
<br />I
<br />LA • J ! h •• •• k.• • I
<br />9
<br />v J1
<br />TYPE "A" TYPE "B" TYPE " C" TYPE "D" TYPE "Ell
<br />NOTES:
<br />1_ TYPICAL AT ALL MASONRY WALLS, ROOF LEVEL, UN-0.
<br />2. (2) COURSE MASONRY KNOCK -OUT BLOCK U.N.O.
<br />3. TYPICAL At ALL MASONRY WALLS, PARAPET LEVEL, U.N.O.
<br />4. ( ) = 507T./TIE BEAM
<br />5. (3) COURSE MASONRY KNOCK -OUT BLOCK U.N.O.
<br />ul
<br />-
<br />GROUT (2) CELLS 4
<br />©
<br />-t . -
<br />I SOLID AT END OF
<br />- -
<br />X
<br />" „
<br />SP JOIST
<br />I MAS. PARAPET WALL
<br />+
<br />I
<br />4
<br />I
<br />-
<br />71V7
<br />"sP"
<br />4
<br />S4.3 SAW -GUT AND
<br />JOISTREMOVE
<br />-PARAPET-
<br />kL
<br />0
<br />JOIST
<br />W24x55 (18' o"}
<br />REFER TO 8/84.3 AND
<br />L
<br />'SP"
<br />9/843 FOR JOIST
<br />13 I REPAIRS (6-JOISTS
<br />w .:j I I 1 _ _ I _ I_ . - . _ tN1S LOCATION)
<br />S4.4 SP„ JOIST REFER O
<br />NEW OPENING IN j j- j
<br />T
<br />(L I I - 9/8,42 (SIM.) EXIST. MASONRY -j EXIST. ROOF EXIST. STEEL
<br />I. � +�I/ � / 12 _ WALL. REFER TO JOIST (TYP.) BEAM (TYP.) ;5, 51 � I
<br />� 4 ` LB o 13/S4.L 1 1- . - i . - . - . - . j- . - . -
<br />S4 4
<br />i- o 11) - 20<4. - - j I EXIST. BRIDGING
<br />75I 116'-0") F ��I/ �I/ U cct"SP" JOIST 1
<br />(TYP.)
<br />I
<br />(5) SPACES At
<br />IL
<br />"SP" JOIST (+/-) 5'-8 1/2"
<br />x N - --- NEW OPENING IN _.I I �I/ NEW L1 1/2"xl 1/2"x3/6" X-BRIDGING AS SHOWN.
<br />: _9 � � _ _ _ �,f __ EXIST. MASONRY j" 1 �. WELD TO TOP AND BOTTOM CHORDS OF JOISTS
<br />€ II WALL. REFER t0 I / AND WELD ANGLES At MfD-POfNt, (TYP. AS
<br />w 0- \ I I P 13/S4.1. I WN AT NEW MECH. UNITS)
<br />co
<br />A)- m 12 �I/ �1F \vI/ OISt� - . j iV R -4 4
<br />I LBS
<br />cx S4.2 W18x35 (18'-0"} W18x35 (18 0) € W21x44 (18'-0")
<br />(2 SPAN CONT.} 15 I I j �I/ € REFER TO 5/543, 6/543, AND
<br />13 ( 14 S4.2 1 I i 1/843 FOR NEW FRAMING AT
<br />cU EXTEND JOIST BOTTOM 10 NEW EQUIPMENT AND ROOF
<br />S4.2 CHORD AND FASTEN TO S4.4 - - _ I _ _REFER t0 6/S43 1 €- - OPENINGS (TYP. AT JOIST
<br />54.2 I (L4"x4"xl/4") AT NEW \I/I
<br />BOTTOM BEAM FLANGE. I LOCATIONS). FRAMES NOT
<br />FANS CTYPJ U.N.O. €€ I SHOWN FOR CLARITY
<br />W1 77 (16' 8")
<br />-
<br />7- -� REFER 10 11/54.4 AND
<br />- \ --
<br />9 I
<br />I
<br />€
<br />4
<br />67, 14/54.4 (TYP.)
<br />- -
<br />UPPER WALLS THIS AREA TO TO BE 6",
<br />10
<br />2 4 57EEL J IST
<br />18 GA_ (600 6162-43A METAL STUDS AT
<br />i8K(o EEL JOIST-
<br />(5) SPACES AT
<br />4) SPACES A L
<br />(5) SPACES At
<br />I
<br />1
<br />16" O.C. MAX. COOR'D. w/ 3/63.1.
<br />�(1) SPACES AT
<br />- -
<br />EP
<br />(+/-) 5'-3 3/4"
<br />(+/-) 5'-11 I/4"
<br />l+/-) 5'-8 1/2"
<br />1
<br />I _
<br />7`.
<br />/
<br />HSs 4"x4"xl/4" (18'-0") NORIZ. BRACE.
<br />11
<br />o
<br />FULLY WELD TO STUD COLUMN. REFER
<br />TO 1/53.1 FOR CONN. TO MAS.
<br />_
<br />REFER
<br />TO II/542.
<br />15 I
<br />6
<br />4
<br />(4-LOCATIONS THIS AREA)
<br />---
<br />e
<br />x
<br />(TYP.
<br />I
<br />©
<br />- -
<br />S4.2
<br />S4.5
<br />- - -
<br />S4.5
<br />HSs 6"x6"x3/16" STUB COLUMN (ABV.
<br />REFER TO
<br />J B 116'-8"
<br />I
<br />STEEL BEAM) WELD TO STEEL BEAM
<br />c°
<br />W27x84 (18'-0")
<br />- - - - _ =
<br />W24 55 (18'-0') -- -
<br />j®/$42.
<br />1
<br />W 12x26 16'-10 1/2")
<br />-,
<br />FULLY WELD TO HSS 10"xb"x3/8"
<br />I
<br />I MCi8x42, EA. FACE
<br />-
<br />---
<br />N _
<br />T
<br />=
<br />N N
<br />_
<br />N
<br />_(2 SPAN C NT.) =
<br />N irir� N
<br />N T
<br />N
<br />- CV ..... ...
<br />= 4-
<br />OP/NICxH BEA 0"
<br />M= 6' /211
<br />TOP/ OW AM I0 I
<br />L BE I -
<br />/
<br />•
<br />cy)
<br />o
<br />r
<br />(4) SPACES AT T r r T-
<br />io o io o ---
<br />- - -
<br />3) SPACES AT T ' (3) SPACES AT�T ' �3) SPACES AT `r r 3(3) SPACES AT
<br />'-� o-pis --- '� o
<br />-' ` -
<br />r T 3) SPACES AT `T r
<br />o '
<br />.- r
<br />_ co ,-
<br />4) SPACES t X
<br />HSs COL. CONT. FROM FTG. TO
<br />W x45 (1 ' 8")
<br />T
<br />C+/-) 5'-
<br />C+/-) 6'- C° C+/-) 6'- "
<br />`A (+/-) 6'- `°
<br />(+/-) 6'- "
<br />`D (+/-) '- " cb
<br />co
<br />(+/-) 6'-0 I/ T
<br />TOP/PARAPET (2-LOCATIONS
<br />-
<br />THIS AREA)
<br />W10x22
<br />(16'-8") 10x2
<br />W10x22 (16-8") 1 I W10x22 (16'-8")
<br />1 I W10x22 (16'-8") I I
<br />W10x22 (16'-8")
<br />1 I W10x22 (16-811) 1
<br />Ox2 1
<br />W10x22 (16-8")% 4
<br />ss 6"x6"x3/16"
<br />T54 (15'-4"
<br />TYP. 4
<br />METAL STUD FRAMING.
<br />REFER TO 1/53.3 AND
<br />2 /53.1
<br />(15'-
<br />1/54B (TYP.)
<br />}
<br />2 /2' DEEP 7 P
<br />. q CHORD JOIST
<br />Q EXTENSIONS C YP.)
<br />i w0 I I 1
<br />O S3
<br />q0
<br />UU
<br />TYP. STOREFRONT SUPPORT BEAMS UN.O.
<br />HSs 6"x6" /16" B+TT. At 15'-0" HIGH)
<br />HSs ro 3/16" TOP AT 12'-0"
<br />HSS 8"Xro 3/lro" (L.S.v.) BOTT. AT 9'-0" (LO )
<br />REFER TO AND 2/5314 1
<br />3 5/5" METAL STL
<br />14 2 10 2 PARAPET (TYP.)
<br />4.2 S3.4 S4.4 S3.3 U.N.O. REFER TO
<br />2/533, 1/53.4, AND
<br />2/S3.4.
<br />r a0 m 61
<br />FRAMING FLAN
<br />SCALE: 3/32" = I'-01'
<br />tOPA4IG-I BEAM = 24'-0"
<br />S4.3 TOP/LOW BEAM = 18'-0"
<br />NOTE_ FULLY WELD EDGE ANGLE
<br />TO STEEL BEAM (TYP.)
<br />HSs 1 1/2" x 1 1/2" x 1/4"
<br />OUTLOOKER AT 2'-0-" O.G. MAX.
<br />3 1 (SIM_ TOP/HSs AND TOP/EXIST ROOF = '
<br />S3.7 S3.7 18'-019
<br />W10x22 (16'-10 1/2")
<br />HSS 6 "x6 "x3/6" STUB COLUMN (ABv_
<br />STEEL BEAM.) WELD TO WI0x22.
<br />LOCATE 1/4" STIFF IE OPPOSITE FACE
<br />OF DBL. ANGLE BEAM CONNECTION. ,
<br />ROOF FRAMING PLAN NOTES:
<br />I. METAL ROOF: DECK TO BE 1 1/2" DEEP, 22 GA., GALVANIZED, TYPE "B"
<br />FASTEN ROOF DECK w/ (1) 5/5" DIAMETER PUDDLE WELDS AT EACH
<br />SUPPORT AND (5) 010 TEK SCREW SIDELAP FASTENERS EQUALLY
<br />SPACED BETWEEN SUPPORTS. REFER TO 1/54.4.
<br />2. JOIST SPACING = SEE PLAN, EQUALLY SPACED BETWEEN SUPPORTS
<br />NOT TO EXCEED 6'-0" O.C. MAX. U.N.O.
<br />3. J.B. < > ■ J015T BEARING ELEVATION U.N.O. REFER TO PLAN.
<br />4- ROOF SLOPE - FLAT U.N.O. (REFER TO ARCH. DWG'S_)_
<br />5_ "SP JOIST" DESIGNATES SPECIAL JOIST LOADING. REFER t0
<br />STRUCTURAL NOTES/SPECIFICATIONS FOR SPECIAL JOIST NOTES.
<br />6. ( ) = TOP OF STEEL ELEVATION.
<br />1. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF
<br />MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL
<br />EQUIPMENT SHOP DRAWfNGS PRIOR TO JOIST FABRICATION. REFER TO
<br />DETAILS 2/54.4, 3/64.4, AND 4/54-4.
<br />8. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF
<br />CONTINUOUS BEAMS AND TIE BEAMS. REFER TO 5/54.2 FOR ADDITIONAL
<br />INFORMATION.
<br />S. REFER TO 1/643 FOR DESIGN WIND CRITERIA.
<br />EXIST. ROOF FRAMING PLAN N :
<br />1. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY
<br />BRACING AND SHORING OF EXISTING BUILDING COMPONENTS DURING
<br />CONSTRUCTION.
<br />2_ EXISTING ROOF JOISTS ARE EQUALLY SPACED AS SHOWN BETWEEN
<br />SUPPORTS. CONTRACTOR TO FIELD -VERIFY EXISTING JOIST DEPTH
<br />AND SPACING AND NOTIFY ARCHITECT/ENGINEER OF ANY
<br />DISCREPANCIES.
<br />3. CONTRACTOR t0 FIELD -VERIFY EXACT JOIST SPACING AND LOCATIONS
<br />AS REQUIRED FOR NEW CONSTRUCTION. ALL EXISTING JOISTS ARE TO
<br />REMAIN IN PLACE AND ARE NOT TO BE GUT OR DAMAGED.
<br />CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER OF ANY
<br />DISCREPANCIES OR CONFLICTS.
<br />I
<br />4. CONTRACTOR t0 FIELD -VERIFY ALL EXISTING DIMENSIONS AND
<br />ELEVATIONS AS REQUIRED FOR CONSTRUCTION. NOTIFY ARCHITECT/
<br />ENGINEER OF ANY DISCREPANCIES.
<br />5. SHORE EXISTING ROOF FRAMING AS REQUIRED. SHORING IS TO BE
<br />i
<br />` DESIGNED BY ALIGENSED FLO A ENGINEER.
<br />I
<br />A EXISTING BRACING AN I GING TO MAIN IN PLACE-
<br />-1.
<br />6. LL EX S NG BRA D BR D RE
<br />CONTRACTOR TO COORDINATE EXACT SIZE AND WEIGHT OF
<br />MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL
<br />i EQUIPMENT SHOP DRAWINGS. REFER TO 5/54.3, 6/54.3, AND 1/543.
<br />8_ CONTRACTOR SHALL REINFORCE/MODIFY ALL JOISTS PRIOR TO
<br />SETTING NEW MECHANICAL EQUIPMENT. SHORE EXISTING JOISTS At
<br />THIRD POINTS OF SPAN PRIOR TO COMMENCEMENT OF WELDING NEW
<br />CHORD/WEB MEMBERS.
<br />9. REFER TO 1/543 FOR DESIGN WIND CRITERIA.
<br />IDEMOLITION/SHCoo) f RINO N 0 T E50."':
<br />P
<br />I. EXISTING ROOF BEAMS/GIRDERS SUPPORTED BY EXISTING COLUMNS/
<br />WALLS BEING REMOVED ARE TO BE FULLY SHORED FOR THE FULL
<br />LENGTH OF THE BEAM/GIRDER. SHORE EXISTING ROOF JOISTS AS
<br />REQUIRED.
<br />2. SHORING IS TO BE DESIGNED BY A LICENSED FLORIDA ENGINEER,
<br />RETAINED BY THE CONTRACTOR,
<br />JOIST MANUFACTUi R NOTE:
<br />1. MECHANICAL EQUIPMENT WEIGHTS AND LOCATIONS TO BE VERIFIED
<br />PRIOR TO JOIST/GIRDER FABRICATION,
<br /><E `�, L N
<br />REVISIONS
<br />BY
<br />ADDENDUM 1
<br />2/4/11
<br />REV_ 2 - 3/I9/II
<br />CLIENT/ccwRAcT
<br />REVISIONS
<br />REV_ 4 - 1/25/11
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<br />Date: 12. 15. 10
<br />Scale: AS NOTED
<br />Project Mgr: GM
<br />Drawn: -
<br />Job: 09-45
<br />Sheet
<br />S2.2
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