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SJ1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM
<br />INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH
<br />PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO
<br />ARCHITECT AND ENGINEER.
<br />SJ2 ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND
<br />BRIDGING SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT
<br />SPECIFICATIONS OF STEEL JOIST INSTITUTE AND RECOMMENDED CODE OF
<br />STANDARD PRACTICE.
<br />SJ3 THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS
<br />SHALL BE ANCHORED TO THE WALL OR BEAM.
<br />5J4 ALL STEEL JOISTS ARE TO BE CAMBERED AS SPECIFIED BY STEEL JOIST
<br />INSTITUTE.
<br />SJ5 PROVIDE BOTTOM AND/OR TOP CHORD EXTENSIONS AS SHOWN ON
<br />DRAWINGS.
<br />SJ6 UNLESS NOTED OTHERWISE, MINIMUM JOIST BEARING SHALL BE 2 1/2" FOR
<br />K-SERIES JOISTS, 4" FOR LH, DLH AND SLH 15-18, AND 6" FOR SLH iS-25
<br />ON A STEEL MEMBER OR EMBED PLATE.
<br />ail BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND
<br />SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS FOR
<br />OPEN WEB STEEL JOISTS. ALL BRIDGING AND BRIDGING ANCHORS SHALL
<br />BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE
<br />PLACED ON THE JOISTS.
<br />SJS ALL HANGERS, CURBS AND/OR ROOFTOP FRAMES TO SUPPORT
<br />MECHANICAL EQUIPMENT, ETC., TO BE SUPPORTED BY THE JOISTS SHALL
<br />BE LOCATED AT THE PANEL POINTS OF THE JOISTS. IF THE
<br />CONCENTRATED LOAD MUST BE LOCATED FURTHER THAN 6" FROM A
<br />PANEL POINT, PROVIDE JOIST STIFFENERS. L2x2x3/16 JOIST STIFFENERS
<br />MUST BE INSTALLED FROM LOAD TO OPPOSITE CHORD PANEL POINT
<br />BEFORE LOAD IS APPLIED. SEE DETAIL BELOW:
<br />CONCENTRATED
<br />LOAD ING
<br />ADD'L WEB ANGLE REQD
<br />Lz_�,._WHEN GREATER THAN 6"
<br />ADD'L WEB ANGLE
<br />FROM LOAD POINT CONCENTRATED
<br />TO OPPOSITE SUSPENDED
<br />PANEL POINT LOADING
<br />DETAIL AT CONCENTRATED LOADS
<br />SJ9 CONTRACTOR TO FURNISH BAR JOIST CERTIFICATIONS SIGNED AND
<br />SEALED BY AN ENGINEER REGISTERED IN THE SAME STATE AS THE
<br />PROJECT LOCATION. THE SPECIALTY ENGINEER FOR THE STEEL JOIST
<br />SUPPLIER SHALL ALSO CERTIFY THAT THE STEEL JOIST BOTTOM CHORDS
<br />WILL SAFELY RESIST THE WIND UPLIFTS, CONSIDERING THE SPACING OF
<br />BRIDGING.
<br />SJ10 PROVIDE UPLIFT BRIDGING PER TABULATED PRESSURES ON SHEET 5103 4 5104.
<br />SJ11 ALL ITEMS SUSPENDED FROM JOISTS (I.E. CATWALKS, BALCONIES,
<br />OPERABLE PARTITIONS, ETC.) SHALL BE INSTALLED AFTER DEAD LOAD
<br />HAS BEEN APPLIED.
<br />5J12 BOLTED TIE JOISTS (BTJ) ARE USED IN STEEL FRAMES WHERE COLUMNS
<br />ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL
<br />MEMBERS. JOieT(5) AT COLUMN LINES SHALL BE FIELD BOLTED AT THE
<br />COLUMNS WITH TWO 1/2",P BOLTS TO PROVIDE LATERAL STABILITY
<br />DURING CONSTRUCTION.
<br />5J13 STEEL JOISTS SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS
<br />DIRECTED BY ARCHITECT) WHERE EXPOSED TO VIEW. ALL OTHER
<br />AREAS, INCLUDING THOSE WHICH WILL RECEIVE SFRAY-ON FIRE
<br />PROTECTION, SHOULD NOT BE PRIMED.
<br />SJ14 ANY STEEL JOIST WITHIN A 4'-0" DISTANCE FROM A PARALLEL SUPPORT
<br />SHALL BE FABRICATED IN SUCH A WAY THAT CAMBER OF THE JOIST WILL
<br />NOT CAUSE A PROBLEM INSTALLING THE METAL DECK.
<br />8J15 IN THE EVENT THAT FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT,
<br />THE STEEL FABRICATOR SHALL PROVIDE A DIMENSIONED JOIST BRIDGING
<br />AND JOIST GIRDER BOTTOM CHORD BRACE FLAN ALONG WITH DETAILS TO
<br />THE SPRINKLER CONTRACTOR. THE FABRICATOR AND SPRINKLER
<br />CONTRACTOR SHALL COORDINATE WITH EACH OTHER TO ENSURE THAT ANY
<br />CONFLICTS ARE RESOLVED BEFORE ANY FABRICATION BEGINS.
<br />SJ16 FABRICATOR SHALL ENSURE THAT ALL OSHA REQUIREMENTS ARE MET.
<br />PARTICULAR ATTENTION SHALL BE PAID TO THE ERECTION PROCESS,
<br />BOLTED CONNECTIONS MAY BE REQUIRED. SUBMIT DETAILS FOR
<br />APPROVAL.
<br />SJ1-1 THE JOIST MANUFACTURER MAY NOT INCREASE ALLOWABLE STRESSES.
<br />SJ18 THE OPEN WEB STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN
<br />FULL CONFORMANCE WITH THE "OSHA STEEL ERECTION STANDARD". IF
<br />THE CONSTRUCTION DRAWINGS DEVIATE FROM THE OSHA STANDARD THEN
<br />THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE
<br />THE DEVIATION WITH A REVISION CLOUD AND REQUEST APPROVAL FROM
<br />BBM TO MAKE THE CHANGE SO THAT CONFORMANCE WITH THE OSHA
<br />STANDARD IS ASSURED.
<br />5J1e THE SUPPORTS FOR SCISSOR, ARCHED CHORDS OR ANY OTHER SIMILAR
<br />TYPE JOIST, UNLESS NOTED OTHERWISE, SHALL BE DESIGNED WITH A
<br />PINNED CONNECTION AT ONE END AND A HORIZONTAL ROLLER AT THE
<br />OTHER END. THE SUFPORTING STRUCTURE, UNLESS NOTED OTHERWISE, HAS
<br />NOT BEEN DESIGNED FOR ANY GRAVITY LOAD HORIZONTAL FORCE DUE
<br />TO DEFLECTION. DO NOT DESIGN THESE TYPE OF JOISTS WITH PINNED
<br />SUPPORTS EACH END.
<br />eTEEL JOI Te CONT'
<br />SJ20 ALL PIPES MUST BE SUPPORTED AS SHOWN BELOW:
<br />EQUAL EQUAL
<br />BEAM CLAMP (TYP) JOIST - SEE PLAN -
<br />ALL -THREAD
<br />ROD (TYF) 4"0 PIPE TRAPEZE
<br />� 10' -0" OC MAX
<br />HANGER RING (TYP)
<br />5" OR 6114 PIPE 4"-P AND SMALLER
<br />PARALLEL TO PIPES MAY BE
<br />JOISTS REQUIRES SUPPORTED FROM
<br />TRAPEZE A SINGLE JOIST.
<br />PROVIDE HANGERS
<br />AT 10' -0" OC MAX -
<br />FOR PIPES PERPENDICULAR TO JOISTS -
<br />PROVIDE HANGERS AT EVERY JOIST FOR
<br />5"4,AND 6",P PIPES, AND AT EVERY OTHER
<br />JOIST FOR 4"0 AND SMALLER PIPES
<br />NOTES:
<br />I. LOCATE HANGERS WITHIN 6" OF THE JOIST TOP CHORD
<br />PANEL POINTS.
<br />2. PIPES LARGER THAN 6'I SHALL BE SUBMITTED TO ARCHITECT
<br />FOR APPROVAL PRIOR TO FABRICATION OF JOISTS. INCLUDE
<br />LOCATION OF PIPE AND PREFERRED HANGING DETAIL IF
<br />OTHER THAN INDICATED ABOVE. JOISTS SHALL BE SPECIALLY
<br />DESIGNED BY THE FABRICATOR TO SUPPORT PIPES LARGER
<br />THAN 6". THE WEIGHT OF THE PIPES LARGER THAN 6" IS NOT
<br />INCLUDED IN THESE DOCUMENTS UNLESS SPECIFICALLY
<br />INDICATED OTHERWISE. COORDINATE WITH APPLICABLE
<br />TRADES.
<br />3. DESIGN OF LATERAL BRACING FOR SUSPENDED FIFES IN
<br />SEISMIC AREAS SHALL BE SUBMITTED TO ARCHITECT FOR
<br />APPROVAL.
<br />4.. FIFES SUSPENDED IN CONFORMANCE WITH THIS DETAIL WILL
<br />LIMIT THE PIPE SYSTEM WEIGHT TO 3.5 PSF EQUIVALENT
<br />DISTRIBUTED LOAD.
<br />TYPICAL PIPE HANGER DETAIL.
<br />L f GHTC AGE 1'lE TAL f=fRAM f NG
<br />LMF1 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM
<br />INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH
<br />PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO
<br />ARCHITECT AND ENGINEER.
<br />LMF2
<br />LMF3
<br />LMF4
<br />LMF5
<br />LMF6
<br />CONNECT STEEL STUDS AND TRACKS TO A36 STEEL OR CONCRETE
<br />WITH (2) POWDER ACTUATED FASTENERS (FAF) AT EACH STUD, AND
<br />CONNECT STEEL STUDS AND TRACKS TO EACH OTHER WITH (2) #8-18
<br />SCREWS AT EACH STUD (TYPICAL UNLESS NOTED OTHERWISE). SEE
<br />ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND EXTENTS
<br />OF STEEL STUD WORK.
<br />NOTE: "POWDER ACTUATED FASTENER (FAF)" REFERS TO 0.1450
<br />SHANK DOMED -HEAD, LOW -VELOCITY FOWDER ACTUATED
<br />FASTENERS AS MANUFACTURED BY POWERS RAWL OR APPROVED
<br />EQUAL WITH MINIMUM CAPACITIES AS FOLLOWS:
<br />CONCRETE: 1 1/2" FENETF ATION = 1850 PULLOUT $ 225# SHEAR
<br />IN A36 STEEL: 1/4" MATERIAL = 4300 PULLOUT 4 6600 SHEAR
<br />(PIN MUST FULLY PENETRATE THE MATERIAL BY
<br />1/4" MINIMUM)
<br />STEEL STUDS SHALL MEET FOLLOWING DESIGN CRITERIA: GALV G-60
<br />ASTM A525, MINIMUM YIELD STRESS SHALL BE 50000 PSI FOR 12ga, 14ga,
<br />16ga AND 33000 PSI FOR 18ga 4 20ga.
<br />STUD SIZE
<br />EFFECTIVE
<br />MINIMUM I
<br />EFFECTIVE
<br />MINIMUM S
<br />3 5/8"x16 GA
<br />.8549
<br />.4388
<br />3 5/8"x18 GA
<br />.6941
<br />.3652
<br />3 5/8"x20 GA
<br />.5354
<br />.2608
<br />4"x16 GA
<br />1.0152
<br />.502-1
<br />4"x18 GA
<br />.8i22
<br />.41-1i
<br />411x20 GA
<br />6rt22
<br />.2589
<br />6 "xl6 GA
<br />2.8033
<br />88i2
<br />6 "x18 GA
<br />2.26-15
<br />1328
<br />6 "x20 GA
<br />1.1421
<br />B234
<br />8"x14 GA
<br />6.9471
<br />1.100-1
<br />8"x16 GA
<br />5.11
<br />1.34-10
<br />8"x18 GA
<br />4.5454
<br />1.1018
<br />8"x20 GA
<br />3.48i6
<br />.(o684
<br />NOTES:
<br />1. NOT ALL SIZES MAY BE USED. SEE PLANS AND SECTIONS FOR
<br />SfZE(S) REQUIRED. (SIZES AND GAGES ON STRUCTURAL DWGS
<br />SHALL GOVERN OVER ARCHITECTURAL DWGS)
<br />2. ALL SIZES SHALL HAVE 1-5/8" FLANGES.
<br />BRACING DURING CONSTRUCTION:
<br />PROVIDE 1 1/2" COLD -ROLLED CHANNELS OR HORIZONTAL STRAP
<br />BRACING FOR WALLS IMMEDIATELY AFTER STUDS ARE ERECTED.
<br />EXECUTION:
<br />POSITION STUDS VERTICALLY IN RUNNERS AND SPACE NO GREATER THAN
<br />16". SECURELY ANCHOR EACH STUD TO RUNNER WITH (4) 08-18
<br />LOW -PROFILE SCREWS, TWO AT TOP AND TWO AT BOTTOM, WITH ONE
<br />SCREW IN EACH FLANGE. TRACKS SHALL BE SECURELY ANCHORED TO
<br />THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. AT TRACK BUTT
<br />JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO
<br />A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR
<br />SPLICED TOGETHER. JACK STUDS OR CRIPPLES SHALL BE INSTALLED
<br />BELOW WINDOW SILLS, ABOVE WINDOW AND DOOR HEADS, AT FREE
<br />STANDING STAIR RAILS, AND ELSEWHERE TO FURNISH SUPPORT, AND
<br />SHALL BE SECURELY ATTACHED TO SUPPORTING MEMBERS. PROVISIONS
<br />FOR STRUCTURE VERTICAL MOVEMENT SHALL BE PROVIDED WHERE
<br />INDICATED ON THE PLANS. 5PL ICES IN AXIALLY LOADED STUDS SHALL
<br />NOT BE PERMITTED.
<br />EXTERIOR SHEATHING:
<br />ATTACH GYPSUM SHEATHING TO EXTERIOR OF EACH STUD WITH 1"
<br />TYPE(5) 5-12 COATED SCREWS SPACED 3/8" FROM ENDS AND EDGES
<br />AND AT APPROXIMATELY 8" OC.
<br />LMF_1 LATERAL BRACING (HORIZONTAL BRIDGING) FOR WALLS:
<br />(NOTE: IF NON -LOAD -BEARING WALLS (PARTITION WALLS OR CURTAIN
<br />WALLS) HAVE SHEATHING ON BOTH SIDES, LATERAL BRACING IS NOT
<br />REQUIRED.)
<br />ENSURE BOTH STUD FLANGES ARE ATTACHED TO TOP AND BOTTOM
<br />RUNNER FLANGES. HORIZONTAL BRIDGING MUST BE INSTALLED AT
<br />SPACING NOT TO EXCEED 48" OC FOR AXIAL LOAD BEARING WALLS
<br />AND 6 0" OC MEASURED VERTICALLY FOR NON -LOAD -BEARING WALLS
<br />CARRYING WIND LOAD ONLY. (TYPICAL FOR ALL OPTIONS BELOW.)
<br />16ga V-BAR BRIDGING
<br />ATTACHED TO BOTH
<br />FLANGES. SEE NOTES
<br />FOR SPAC ING.
<br />(1) *110
<br />(TYP)
<br />TIV � MTL STUD - SEE PLAN
<br />HORIZONTAL BRIDGING - OPTION #1
<br />5/8" TYPE S -12
<br />LOW PROFILE
<br />HEAD SCREWS
<br />ID BRIDGING
<br />RUNNER)
<br />1 1/2"-20 GAGE
<br />STRAP BRIDGING
<br />STUD
<br />HORIZONTAL BRIDGING CONSISTS OF CUT -TO -LENGTH RUNNER FOR
<br />SOLID BRIDGING AND STEEL STRAPS ON BOTH SIDES OF STUD.
<br />SOLID BRIDGING 15 PLACED AT EA END OF WALL, ADJACENT TO
<br />WALL OFENINGS AND 8'-0" OC MAX, MEASURED VERTICALLY.
<br />RUNNER HAS WEB FLANGE BENT AT EACH END AND IS SECURED TO
<br />EACH STUD FLANGE WITH ONE 5/8" TYPE 5-12 LOW PROFILE SCREW.
<br />STRAP BRIDGING OF 1 1/2" WIDE BY 20ga STEEL IS FASTENED TO
<br />EACH STUD FLANGE WITH ONE 5/8" TYPE 5-12 SCREW AND TO EACH
<br />RUNNER FLANGE WITH FOUR SCREWS.
<br />HORIZONTAL BRIDGING - OPTION #2
<br />v
<br />1 1/2" COLD ROLLED CHANNELS MAY BE USED IN LIEU OF ABOVE
<br />DETAIL TO BRACE STUDS LATERALLY. CHANNELS ARE INSERTED
<br />THROUGH STUD WEB HOLES AND SECURED WITH SCREW -ATTACHED
<br />1 1/2 "x2 "x16ga CLIP ANGLES CUT TO LENGTH 1/4" LESS THAN STUD WIDTH.
<br />HORIZONTAL BRIDGING - OPTION #3
<br />LMFB METAL STUD INSTALLATION:
<br />METAL STUDS SHALL EXTEND INTO ALL TRACKS UNTIL IT IS WITHIN 1/2"
<br />OF THE TRACK WEB.
<br />NO METAL STUD TRACK SHALL EXTEND PAST THE EDGE OF THE
<br />SUPPORT MORE THAN ONE THIRD OF ITS WIDTH ( s.g. A 6" TRACK MAY
<br />EXTEND BEYOND THE EDGE OF SUPPORT A MAX OF 6/3 =2 ").
<br />• �=Evd•►
<br />AAC
<br />AUTOCLAVED AERATED
<br />lb, *
<br />POUND(S)
<br />CONCRETE
<br />LG
<br />LONG
<br />AB
<br />ANCHOR BOLT
<br />LL
<br />LIVE LOAD
<br />ABV
<br />ABOVE
<br />LLBB
<br />LONG LEG BACK-TO-BACK
<br />A.C.I.
<br />AMERICAN CONCRETE INSTITUTE
<br />LLH
<br />LONG LEG HORIZONTAL
<br />ADDL
<br />ADDITIONAL
<br />LLV
<br />LONG LEG VERTICAL
<br />AFF
<br />ABOVE FINISH FLOOR
<br />LNTL
<br />LINTEL
<br />AGGR
<br />AGGREGATE
<br />LSL
<br />LONG SLOTTED
<br />A.I.S.C.
<br />AMERICAN INSTITUTE OF STEEL
<br />LOG
<br />LOCATION
<br />CONSTRUCTION
<br />LONG
<br />LONGITUDINAL
<br />A.-5-I.
<br />AMERICAN IRON AND STEEL
<br />LP
<br />LOW POINT
<br />INSTITUTE
<br />LW
<br />LONG WAY
<br />AL
<br />ALUMINUM
<br />ALT
<br />ALTERNATE
<br />MAS
<br />MASONRY
<br />AR
<br />ANCHOR ROD
<br />MAX
<br />MAXIMUM
<br />ARCH
<br />ARCHITECT(URAL)
<br />MB
<br />MACHINE BOLT
<br />ASTM
<br />AMERICAN SOCIETY OF TESTING
<br />MBM
<br />METAL BUILDING MFR
<br />MATERIALS
<br />MC
<br />MOMENT CONNECTION
<br />A.W.S.
<br />AMERICAN WELDING SOCIETY
<br />MCJ
<br />MASONRY CONTROL JT
<br />ME
<br />MONOLITHIC EDGE
<br />B/
<br />BOTTOM OF
<br />MECH
<br />MECHANICAL
<br />BB
<br />BOND BEAM
<br />MEZZ
<br />MEZZANINE
<br />BLDG
<br />BUILDING
<br />MF
<br />MONOLITHIC FOOTING
<br />BLW
<br />BELOW
<br />MFR
<br />MANUFACTURE(ER)
<br />BM
<br />BEAM
<br />MIN
<br />MINIMUM
<br />BOT
<br />BOTTOM
<br />MIS(
<br />MISCELLANEOUS
<br />BP
<br />BASE PLATE
<br />MO
<br />MASONRY OPENING
<br />BRDG
<br />BRIDGING
<br />MS
<br />METAL STUD
<br />BRG
<br />BEARING
<br />MTL
<br />METAL
<br />BRK
<br />BRICK
<br />MWF
<br />MONOLITHIC WALL FOOTING
<br />BS
<br />BOTH SIDES
<br />BTJ
<br />BOLTED TIE JOIST
<br />NIC
<br />NOT IN CONTRACT
<br />BTWN
<br />BETWEEN
<br />NS
<br />NEAR SIDE
<br />NTS
<br />NOT TO SCALE
<br />C/C
<br />CENTER TO CENTER
<br />CANT
<br />CANTILEVER
<br />CA
<br />OVERALL
<br />CB
<br />CONCRETE BEAM
<br />OC
<br />ON CENTER
<br />CC
<br />CONCRETE COLUMN
<br />OD
<br />OUTSIDE DIAMETER
<br />CFS
<br />COLD -FORMED STEEL
<br />OF
<br />OUTSIDE FACE
<br />CIF
<br />CAST- IN -PLACE
<br />OH
<br />OPPOSITE HAND / OVERHEAD
<br />CJ
<br />CONSTRUCTION JOINT (OR
<br />OFNG
<br />OPENING
<br />CONTROL JOINT)
<br />OFF
<br />OPPOSITE
<br />4-:, CL
<br />CENTERL INE
<br />CLR
<br />CLEARANCE)
<br />FAF
<br />POWDER -ACTUATED
<br />CM
<br />CONSTRUCTION MANAGER
<br />FASTENERS)
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />PB
<br />Pf AST BEAM
<br />COL
<br />COLUMN
<br />FEMB
<br />PRE-ENGINEERED METAL
<br />CON(
<br />CONCRETE
<br />BUILDING
<br />CONN
<br />CONNECTION
<br />PERF
<br />PERPENDICULAR
<br />CONT
<br />CONTINUOUS
<br />PC
<br />PRECAST
<br />CONTR
<br />CONTRACTOR
<br />iF_, PL
<br />PLATE
<br />COORD
<br />COORDINATE
<br />PLS
<br />PLACES
<br />CSK
<br />COUNTER SfNK
<br />PLF
<br />POUNDS PER LINEAR FOOT
<br />CTR
<br />CENTER
<br />PLYWD
<br />PLYWOOD
<br />CTRD
<br />CENTERED
<br />PNL
<br />PANEL
<br />CY
<br />CUBIC YARD
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />DBA
<br />DEFORMED BAR ANCHOR
<br />PTN
<br />PARTITION
<br />D IA
<br />DIAMETER
<br />D IAG
<br />DIAGONAL
<br />R
<br />RADIUS
<br />DL
<br />DEAD LOAD
<br />RC
<br />REINFORCED CONCRETE
<br />DN
<br />DOWN
<br />REF
<br />REFERENCE
<br />DTL
<br />DETAIL
<br />REINF
<br />REINFORCED) (ING)
<br />DWG
<br />DRAWING
<br />REQ
<br />REQUIRE
<br />DWL
<br />DOWEL
<br />REQ'D
<br />REQUIRED
<br />RF
<br />ROOF
<br />EA
<br />EACH
<br />RM
<br />ROOM
<br />EE
<br />EACH END
<br />RP
<br />RADIUS POINT
<br />EF
<br />EACH FACE
<br />RTN
<br />RETURN
<br />EJ
<br />EXPANSION JOINT
<br />RW
<br />RETAINING WALL
<br />ENG
<br />ENGINEER
<br />EOS
<br />EDGE OF SLAB
<br />SCH
<br />SCHEDULE
<br />EL
<br />ELEVATION
<br />SDI
<br />STEEL DECK INSTITUTE
<br />EQ
<br />EQUAL
<br />SECT
<br />SECTION
<br />Ea SF
<br />EQUAL SFACE(S) (ING)
<br />SF
<br />STEPPED FOOTING
<br />ES
<br />EACH SIDE
<br />SHT
<br />SHEET
<br />EW
<br />EACH WAY
<br />51M
<br />SIMILAR
<br />EXF
<br />EXPANSION
<br />SJ
<br />SAWCUT JOINT
<br />EXT
<br />EXTERIOR
<br />SJI
<br />STEEL JOIST INSTITUTE
<br />SL
<br />SLOPE
<br />F/
<br />FACE OF
<br />5LB8
<br />SHORT LEG BACK-TO-BACK
<br />FBC
<br />FLORIDA BUILDING CODE
<br />SOG
<br />SLAB ON GRADE
<br />FD
<br />FLOOR DRAIN
<br />SP
<br />SPACE(S)
<br />FDN
<br />FOUNDATION
<br />SPECS
<br />SFECfFICATIONB
<br />FF
<br />FINISHED FLOOR
<br />SQ
<br />SQUARE
<br />FIN
<br />FL
<br />F
<br />SS
<br />STAINLESS STEEL
<br />FLG
<br />FLOOR
<br />FLANGE
<br />SSL
<br />SHORT SLOTTED
<br />FMG
<br />FRAMING
<br />STD
<br />STANDARD
<br />FS
<br />FAR SIDE
<br />STfFFR
<br />STIFFENER
<br />FT
<br />FOOT
<br />FTG
<br />FOOTING
<br />STL
<br />STEEL
<br />ga
<br />GAUGE
<br />STR
<br />STRENGTH
<br />GALV
<br />GALVANIZED)
<br />STRL
<br />STRUCTURAL
<br />GB
<br />GRADE BEAM
<br />SW
<br />SHORT WAY / SHEAR WALL
<br />GC
<br />GENERAL CONTRACTOR
<br />SYMM
<br />SYMMETRICAL
<br />GFC
<br />GROUT FILLED CELL(5) / COURSE
<br />SYP
<br />SOUTHERN YELLOW PINE
<br />GLB
<br />GLU-LAM BEAM
<br />GR
<br />GRADE
<br />T45
<br />TOP AND BOTTOM
<br />TB
<br />TIE BEAM
<br />HC
<br />HOLLOW -CORE
<br />TC
<br />TIE COLUMN
<br />HK
<br />HOOK
<br />TEMP
<br />TEMPERATURE
<br />HORIZ
<br />HORIZONTAL
<br />THK
<br />THICK
<br />HP
<br />HIGH POINT
<br />TOFG
<br />TOPPING
<br />HS
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<br />File=F: \2007\07146\07146_TECH\07146_SDWGS\07146-Sdwgs\RETAIL D\07146_S003.dwg Tab=S003 Date/Time= Apr 07, 2008 - 1: 30pm Plot by feid
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