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A-51MVIATIM
<br />�At
<br />L
<br />Ain l
<br />d
<br />Penny (N I16)
<br />LB.
<br />Pound
<br />SMIAL WVOTION.
<br />Iitr
<br />LL
<br />Live, Load
<br />°
<br />0 r -es
<br />LLH
<br />Long Leg Horizontal
<br />SEE NOTNOTE5 1 4 2-
<br />P=615
<br />LLV
<br />Long Log ` srtis I
<br />Numbel-
<br />LONE IT.
<br />Longitudinal
<br />--
<br />T. NT.
<br />Li h4wi ht
<br />FOUNDATION
<br />I
<br />EXCtNVATION, &RAPING AND FILL
<br />(A)
<br />Above
<br />FINAL FOUNDATION A ANTI N
<br />A.3,
<br />Anchor 5olt
<br />MAX
<br />Maximum
<br />5
<br />PLACEMENT OF FOUNDATION AND RETAININ& NALL BAC FILL
<br />ADDIL
<br />Additional
<br />MECI I.
<br />Mechanical
<br />CONCRETE
<br />I
<br />INSPECTION F REINFOROIN6, STEEL,
<br />ALT.
<br />Alternate
<br />MEi7.
<br />Mezzanine
<br />MECHANICAL 5FLI(E5, AND PLACEMENT
<br />PPIROX,
<br />Approximate, te,
<br />F
<br />Moment FrameE
<br />ININSPECTT LTA T II�TL L IN Nr, i I T
<br />C H.'
<br />.
<br />, °rif, t
<br />I F ,
<br />Manufacturer
<br />AND DUBBING PLACEMENT OF CONCRETE INHERE LO d BL
<br />MIK
<br />Minimum.
<br />LOADS HAVE BEEN IN6REASEP
<br />(Be
<br />1oyl
<br />MI
<br />Ii c llan u
<br />B/
<br />bottom of
<br />MK.
<br />Mork
<br />�' I �'IN USUI
<br />E3F
<br />Braced Frome
<br />4T
<br />THE TIME F 514 60146RETE 15 SAIviri-Et-) TO FABRICATE
<br />LK.
<br />Blocking n
<br />��iN
<br />(�
<br />N
<br />5 i�I N F STRENGTH T 5T , PERFORM LUMP AND
<br />-M
<br />1eP6 :
<br />Bvilding,
<br />K
<br />North
<br />AIR CONTENT rF. T , AND DETERMINE THE- TEMPE
<br />lvi.
<br />Boom
<br />NaNear
<br />5fde
<br />OF THE CONCRETE _
<br />WT:
<br />Bottom
<br />N M,
<br />Nominal
<br />I'N5PE TI N OF CONCRETE- E-- AND L (EMENT FOR
<br />DI ,
<br />Bearing
<br />NTH
<br />Not to 5( ale
<br />PROPER APPLICATION TECHNIQUES
<br />5TVNIN
<br />tyqeen
<br />6
<br />IN5PECTIO1,4 FOR MAINTENANCE OF SPECIFIED CURING
<br />0.
<br />Can Center
<br />TEMPERATURE AND TE HNI U
<br />nterlin
<br />Camber
<br />.D.
<br />ap,
<br />Outside Diameter
<br />ut id Face
<br />I? LED IN
<br />I
<br />FLA6EMENT OF ,ADHESIVE WHOR5, R005 AND DOINEL5
<br />I
<br />,a t In Plaese,
<br />aI I.
<br />Overhang
<br />ANOHOR5
<br />2
<br />PLACEMENT OF EXPAN51ON AND REN ANCHOR5
<br />�.J. rl�tr±��tira
<br />Joint �f Control Jinn
<br />rN
<br />Opening
<br />TRUU TUR L FL
<br />I
<br />M, T RIA�1� VERIFICATION OF HIGH -TEN TH BOLTS, NUTS
<br />Cl o.._IF
<br />Comploto Tint Penetration
<br />OPP.
<br />Opposite
<br />AND , HE :
<br />C,L 05.
<br />Coiling
<br />. IDENTIFICATION MARKIN65 TO CONFORM TO ATM
<br />61-1R.
<br />6 le, a r
<br />FAtF
<br />PoNd r Actuated Fastener
<br />STANDARDS SPECIFIED IN THE AFFR V
<br />MU
<br />Concrete Mawnry Unit
<br />PC
<br />Prerw5t
<br />CONSTRUCTION DOCUMENT
<br />C,OL.
<br />Column
<br />P i fi .
<br />Permanent
<br />b. MANUFACTURERS CERTIFICATE F COMPLIANCEEGUI
<br />r
<br />�l .�.
<br />Concrete
<br />PERP, �'.
<br />Perpendicular_��w
<br />,.._.�
<br />�+�'�N.
<br />Corintlons
<br />i
<br />Portial Joint Penetration
<br />IN RE TION OF HIGH- T WH LT1N .
<br />C,ON T.
<br />6onstrvetion
<br />FL or Y,
<br />Platy
<br />a. A INe-TY E WNNEOTION5
<br />CONT.
<br />6ontInuoV5
<br />FLIF
<br />Pounds por linear Foot
<br />MATERIAL V RIFI ANION OF a TU AL STEEL
<br />C am.
<br />Count r ink
<br />PLYNO
<br />pl v'a00d
<br />a. IDENTIFICATION MARKINGS TO CONFORM TO , TM
<br />PREFAB,
<br />Prol'a ricat d
<br />5TANDARD5 5PECIPIED IN THE ARPRWE
<br />DBA
<br />PoPormod Bar Anchor r
<br />P r
<br />Founds per 5qvore Foot
<br />CONSTRUCTION DOCUMENTS
<br />DBL.
<br />Double
<br />FBI
<br />F�und� �r � ur Inch
<br />lb, MANUFACTURERS CERTIFIED MILL TEST REPORTS
<br />PECK,
<br />��
<br />1r
<br />� Fir -Larch rh
<br />Tor FT
<br />P.T.p
<br />� T
<br />Pt-Tninin
<br />r� u � � _-]
<br />4
<br />MATERIAL�'"Eli'-Ic�Tll� r i�L FILLER i�A�i`I,Li
<br />IDENTIFICATION MA}R INC7S To CONFORM TO A
<br />1At
<br />ionl
<br />A;;
<br />Radius
<br />Il'ITION IN THE APPROVED CONSTRUCTION
<br />PI THDiaphragm
<br />RAF,e,
<br />renc P,
<br />D 0UMENT
<br />DIM.
<br />Dimension
<br />EINF;
<br />ReWorce or Relinforcement
<br />b. MA�NUFA� TUI 'S CERTIFICATE OF C MP LI N REQUIRE
<br />i�Na
<br />on
<br />E
<br />Uir"ed
<br />� 4 .�. -- - _
<br />IN TION OF AL_ IN&I
<br />00
<br />Ditto
<br />REV.
<br />Revise,
<br />STRUCTURAL STEEL:
<br />PTL ,
<br />Detail
<br />uh Opening
<br />1) COMPLETE AND PARTIAL E`EN.-TR TION GROOVE
<br />P;
<br />Prayflng
<br />LLD
<br />uth
<br />Existing
<br />S H. or %HEV. S h dvl
<br />� I�UI�TIRd�SS FILLET L�
<br />E.
<br />East
<br />SECT.
<br />Section
<br />� IN(S)LF-FA55 FILLET AELPS > /16"
<br />"
<br />EA.
<br />Each
<br />5HT,
<br />Sheet
<br />4) SINGLE- Aa FILLET L0 , 5/16-a"
<br />..
<br />Each Face
<br />1114,
<br />Similar}
<br />FLOOR AND VEOK MELDS
<br />Elevation
<br />6
<br />Slab n r d
<br />1 E
<br />OTHER LIN.
<br />�,
<br />ELF V.
<br />�
<br />'I v t r
<br />� �
<br />e ac tin
<br />� AC LIGHT E METAL F AMIN
<br />EMBED,�.ri�bdrr�nt
<br />Length th
<br />uar
<br />��..._...�. �..�.
<br />INSCTIN OF STEEL F.M JOINT DETAILS FOR.
<br />IN R,
<br />Engineer
<br />50. FT.
<br />1-5quare Feet
<br />COMPLIANCE Y41TH APPROVED D ( ON T U(,TION DO UMENT ,
<br />Ectyal
<br />50, IN.
<br />5quar inch(
<br />EYC
<br />Each
<br />SPF
<br />5 ru -Fin -Fir
<br />DETAILS 5U0H AS BRACING AND 5TIFFENINO-
<br />Expansion
<br />5.
<br />Stainless Ste
<br />b. MEMBER L06ATION5
<br />� T.
<br />Exterior
<br />STD.
<br />5tandard
<br />APPLICATION TION OF JOINT DETAILS AT EACH CONNECTION
<br />STIFF,
<br />5tffener
<br />MFC,H NlCAzL AND
<br />I
<br />URINC ANCHORANCHORA6E OF ELECTRIOAL EOVIPMENT FOR
<br />FI N,
<br />Foundation
<br />Tit,
<br />t'oI
<br />ELECTRICAL
<br />ER6ENOY CAR STANO'BY P00ER SYSTEMS
<br />FIN,
<br />Finish
<br />571.
<br />�trutur�I
<br />COMPONENTS
<br />-�-- I
<br />OU :IN 1N TALLA�TION OF FI IN 'STEMS INTENDED T
<br />FLU
<br />Floor
<br />SUB,
<br />Substitute
<br />CARRY FLAMMABLE, O U TI L OR HIGHLY TOXIC
<br />FPN
<br />Flbor Reinfor6cd Polymer
<br />S m,
<br />5ymmatricol
<br />0ONTENT5 AND THEIR ASSOCIATED MECHA$NIO L UNITS
<br />F,
<br />For Sidi
<br />FT.
<br />Foot or Feet
<br />T/
<br />Top of
<br />A,FF O` ED
<br />I
<br />APPRO D FAQ IO TO S MUST SUBMIT
<br />FTC.
<br />Fot# ing
<br />�
<br />T� �
<br />Top ant,
<br />FA , IC T
<br />CERTIFICATE OF COMPLIANCE FOR Al--
<br />T 4 &
<br />Tongue 4 Groovo
<br />OFF51TEFABRICATORS SUCH AS STRJXTU L
<br />IJ e
<br />TEI° Ii .
<br />T r
<br />STEEL,
<br />6A�LV.
<br />calvani d
<br />THRU
<br />Throuq
<br />-�F RIO TEP
<br />i
<br />L
<br />Give L lin t d
<br />T. .6.
<br />Top of Concrete
<br />CONSTRUCTION
<br />(ypsurSteel
<br />T,,1:
<br />Top of Noil
<br />HPG
<br />Hot Dipped 67aly niz d
<br />TRANS.
<br />Tr nw r
<br />HF
<br />Poem Fir
<br />T5
<br />Tv troI
<br />HrR.
<br />H n er
<br />TY .
<br />Typical
<br />HORIZ
<br />Horizontal
<br />H55
<br />HolloY4 5tructural Section
<br />U, .N.
<br />Unless Othorvi!Ge Noted
<br />HT,
<br />Height
<br />V E RT.
<br />Verticol
<br />i. .
<br />Inside Diameter
<br />`11F
<br />Vorifq in Fief
<br />Inid" i
<br />Inch
<br />N.
<br />Ness
<br />INFO.
<br />l4orrn tin
<br />N/ or /
<br />Nith
<br />INT.
<br />Interior
<br />I ,H.
<br />Melded Headed Strad
<br />1/C
<br />V%hout
<br />JT.
<br />Joint
<br />NP
<br />NorNork Point
<br />1 .T.:
<br />Holded Threaded Stud
<br />Kips
<br />MF
<br />Yielded dire, Fabric
<br />K5F
<br />Kips ;per 5'qyare, moot
<br />I SI
<br />Kips per 5qyarp, Inch
<br />X SECT.
<br />Oro55 ction
<br />X-SNI
<br />Extra 5trong
<br />Xx-5TPI
<br />Double,Extra Strong
<br />LL... #.;_
<br />r
<br />8 U I T E 32
<br />SEDUTLE, INA 101
<br />QUAWTUM r i5.;1
<br />;. 54-1.
<br />ro
<br />I
<br />r1
<br />U
<br />ILI
<br />LLJ
<br />Z
<br />CL
<br />Drawing:
<br />S1.2
<br />Job Number
<br />19550.01
<br />
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