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<br /> � . THE STRUCTIJRAL DRAWI�IGS REPRESENT TNE DE�IGN QF THE PRIMARY STRI�CTIJRE 1 . ALL CONST�I�CTIQN, MATERIALS, AND WflR�CMANSHIP SNA�L C�NFORM TO �HE
<br /> �c — AND FIN — FINISN(ED} PAF — POWDER ACTUATE[� FASTENER BA5ED ON PRESCRIBED LC�ADS, {SEE "DESIG�I CftITERlA" SECTION}, IMPOSED C?N REQUIR�MENTS 0� T�ES� DRAWINGS, SPECIFICATIQNS, AND TNE CdDES, RULES
<br /> � � �T F�G — FLANGE PAR — PA€�ALLELf PARAPE�C TNE STRUCTURE PE� TNE BUILDING �ODE. SEE "APPLI�AB�.� CQDES AND AND REGULATIONS OF THE INTERNATIONA� BUILDING C�DE �IBC), 2012 EDITIQ�1,
<br /> °, DEG — DEGREE FLR — FI�OQR PCC — PRECAST CONCR�I�E STANDARQS". Tt-IE PRIMARY STRUGTURE OF TNE BUILDING IS DEFINED AS TN� AS ADOPTED AND AMENDED BY TNE CITY OF EVERETT,
<br /> �, �IA — DIAMETER FO xxx — FACE OF xxx PEM� — PRE ENGINEERED METAL BIJILDING FOUNDATIONS, BEARING WA��S, �H�AR WALLS, �O�UMNS, BEAM�, S�,BS, FLO�R NEREINAFTER REFERRED Tfl AS TNE BIJI�DING CQDE.
<br /> (E), EXIST — EXISTING FQC — FACE �F CO�ICRETE PEN — PE�IETRATEf PE�ETRATION FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TQ MAINTAIN THE �
<br /> #, NO — NIJMBER FQF — FACE OF FINISI-I PI� — PILASTER STABILITY �F THE COMPI�ETED STRUCTIJRE AS A WHOLE, FOR EDC STATIC TEST FACI�ITY — PHASE 2 BlJ1LDING CQDE, SEE SHEET 52G.
<br /> �, GB — P�UND FOS — FACE OF� STEEL PJP — PARTIA� JOINT PEN�TRATIQN 2. ALL CC��}STRUCTION MATERIALS AND WORKMANSNIP SHA�L CONFORM TO TNE 2. WNER� NOTED (N THE STRUCTURAL NC}TES, CONST�UCTIaN, MATERIAI�S, AND
<br /> FP — FIREPRC�OF(ING} WELD REQUlREMENTS �F TNE DRAWINGS, SF'ECIFICATION�, AND TNE �ODES, WORKMANSNIP SHA�� ALSO CaNFORM TQ TNE FQLL�}WIN� STANDARDS. WNERE
<br /> A8 — ANCNOR B�I�T f FIRE PR�}TECTI�N �'L � ��T� RU�ES AND REGUI�,TIONS OF TNE BUILDING CQDE AS DEFINED IN TNE "BUILDI�G TNESE STANDARDS CONF�ICT WITN THE BUILDING �Q[�E, TNE CODE
<br /> ASV — AgQVE FRT — FIRE RETARDANT TREATED PLCS — PLACES
<br /> ADDL — ADDITI�NAL FS — FAR SCDE PN� — PANE� CC7DE" SECTI0�1. SHAL�. GOV�RN.
<br /> ADN — ADNE�iVE F7 — FQOT, �EET PRCS1� — PRECA�T 3. THE CONTRACT D(�CUMENTS REPRESENT TNE FI�ISHED STRIJCTURE, THEY �C? Nf�T GENERAL
<br /> ADJ -- ADJACENT FTG — FO(�TING PREFAB — PREFABRICATED INDICAT� THE METHOD QF C4N5TRUCTION, THE CONTRACTOR SHAL.L PR�VIDE
<br /> AF� — ABOVE FI�ISNED SLAB PSF — POUNDS PER SQIJARE F�}0� A�� MEASURES NECESSARY TO PROTECT THE STRUGTURE �UR1NG CON�TRUGTION. ASCE7 "MINIMl1M DESIGN LaA[�S FQR BUILDINGS AND OTNER STRIJCTURES"
<br /> ALT — ALTER�ATE GA — GAGE GAIJGE PSf — PQUNDS PEft SQIJARE INCH
<br /> ALUM — ALUMINUM GALV -- GALV�IZEQ PT — PaST TENSIONED�PRESSURE TREATED SUCH MEA�URES SHALL INC�I�DE, SUT NQT BE �IMITED T�, BRACING, SHORING AMERICAN SOCIETY {�F CIUI� ENGINEERS
<br /> APPROX — APPROXiMATE �EN — GENERAL PUR — PUR�IN FOR LOADS D�1E TO CON�TRUCTION EQ�I�PMENT, ETC, OBSERVATION VISITS TO ASCE/SEI 7 — 201� �DITION .
<br /> AR — AS R�QUIREL� GLU LAM — GLUE LAMINATED TIMBER THE SITE BY THE ST�IJCTURAL ENGINEER SNAL� NQT INCLk�DE 1NSPECTION QF
<br /> ARCN — ARCNIT�CT�IRA� GR — GRADE � — RAC}IUS T€�E ABOVE ITEMS. �IOT �OLLED STEEL
<br /> ASPN — ASPNA�.T GR BM — GRADE BEAM RG � �����Q���Q ������T� 4. THE CONT�ACTOR SNA�L BE RESPONSIBLE FOR TEMPORARY BRAClNG AS REQUIRED AISC "SPEGIFICATlON FOR STRUCTURAL STEEI� BIJILDINGS„
<br /> ASSY — ASSEMBLY GYP 8D — GYPSISM BOARD R�} — RQOF DRAIN FOR TNE STRUCTURE AND STRIJ�TURAL CQMPC}NE[�TS UNTIL A�� MEMBERS ARE I� AMERIGAN INSTITUTE UF STEEL CO�ISTRUCTION
<br /> ftEF — REFERENCE PLACE AI�D F�INA� CQNNECTIONS HAVE BEEN COMPLETED 1N ACCORDANCE WITN ANSI AISC�60 — 2010 ED1TI��l
<br /> C
<br /> B PL — BASE PV�TE H — HIGN REINF — REINFORCING THE P�ANS.
<br /> B�DG — BI�ILDlNG NDR — N�ADEft REQD — REQ�II�EC�
<br /> BLK� — BLOCKING NGR — NA�IGER RO — ROUGN OPENING 5. C�NSTRUCTI�N TOLERANCES SNALL CONFORM TO THE BIJILDI�G STANDARDS SPECIFIED AISC "SPECIFICATION FOR STRUCTU�AL Jt�INTS
<br /> BLW — BELOW NLDN — NOLDDOWN RST — R�I�FORCII�G STEEL F� „ USING ASTM A325 OR A490 BOLTS"
<br /> BM(S) — BEAM�S} NOR1Z — NORIZQNTAL IN TNE �IJI�DING CODE S�CTION. RESEARCH C�}�JNGIL ON �TRUCTE�RAL C{�NNE�TIONS
<br /> BO xxx — BOTfaM �JF xxx NSS — NQLLOW STRU�TURAL �� — SLIP CRITICAL 6. TNE CO�ITRACTOR SHALI� VERIFY ALL DIMENSIONS PRIQR T� CONSTRI�CTIQN. TNE �U�� ��' ��a�
<br /> BOT — BOTI-�M SECTIQ� SCHED — SCE-�EDULE ENGINEER SNA��.. BE NOTIFIED QF ANY D(SCftEPANCIES QR INC�NSISTENCIES.
<br /> �RB — BUCKLING RESTRAINED BRAGE �T — HEIGNT SEGT — SE�TiQ�I AISC-341 "�EiSMIC PRQVISIONS FOR S�RUCT�IRAL STEE� BIJILDINGS„
<br /> BRG — BEARIC�� HVAC — HEATING, i�ENTILATING AND S�RS — SE1SMlC L�7AD RESISTING SYSTEM AMERIGAN INSTITUTE QF STE�� CQ��TR�CTIQN
<br /> BS — �OTH SIDES AIR COI�D1TfONING SHT — SHEET 7. IF ANY ERR(�RS 4R OMISSIONS APPEAR TO EXIST I�! TNESE DRAWlNGS, ANSI f AISC341 — 2010 E�iTION
<br /> BTWN — BETWEEN �HTH� — SNEATNIC�� SPE�iFICATf�NS, OR �THER CONTRACT DOCUMENTS; TNE GC�NTRACTOR �HAL� NOTIFY
<br /> ID — INSiQE DiAM�TER SIM — SIMI�AR THE ENGINEER IN WRlTl�1� QF SUC!-� OMISSION OR ERROR
<br /> BEFORE PROCEEDING WITH THE WORK. AISG-3Q3 "CQDE QF STANQARD PRACTICE FQR STEEL BUILDING5 AND S�IDGES"
<br /> C — �NANNE� IF — INSIDE FACE SJ -- SAWCIJT CQNTRACTI�N JOINT AMERICAN lNSTITUTE 0� STEEL CONSTRUCTION
<br /> CA�1T — CANTlLEVER IJ — ISC?LATIQN JOINT SL — S�OPE 8. NOTES ANQ ��TAI�S SHA�� TAKE PRECE�ENGE QVER GE#�ERAL. NOTES AND AISC3Q3 — 20�0 EDITION
<br /> GDF — C{��iTRQ�LEQ DENSITY FILL IN — INCNES SMS — SHEET METa� SCREW T`fPICAL. DETAI�S. WNERE NC7TES AND DETAIL� ON DRAWIN�S AND TFIESE CONC�ETE
<br /> CEM PLA� — CEMENT PCASTER IC�FO — INFORMATIC}hJ SPEC — SPECfFICATf�N GENERAL NOTES AND ZYPICA� DETAI�S ARE IN C�NFLICT WITH THE PRQJECT �
<br /> CIP — CAST—IC�—PLACE INSIJ� — INSU�ATE f INSULATIC�N �PCS -- SPACES SPECIFICATIONS, TNE MOST STRINGE�T �HAL� APP�Y. CONDlTIONS �10T ACI "BIJI�DING CQDE RE4�IREMENTS FOR STRUCTURA� CQNCRETE„
<br /> �J — CQN�TRUCTION �OINTf C�NTROL JC�I�IT INT — INTERIOR SQ — SQUARE SP�CIFICA�LY SNOWN SHA�� BE CC}NSTRUCTED AS SI�OWN F�R SIMI�.AR WORK, AMERICAN CONCRETE INST�Tl1TE
<br /> CJP — COMP�ETE JOINT PENETRATION 5SH — SN(��T SL�TfED NO�E SUBJECT T�} REVIEW BY TFiE AR�NITECT AND STRUCTIJRAL ENGINEER. AC1318 — 2011 �DITION
<br /> WELD JST — Jf�IST SST — STAI��ESS STEEL
<br /> C�. — CENTER LINE J� -- JOINT ���� — ��AG��R�� 9, MAN�IFACTURED MATERIA�S SNA�L. BE APPROVE� BY TNE BUI�DING OFFI�IAL PRIOR * FOR EDC STATIC TEST FAClLI1Y -- PNAS� 2, SEE SNEET S2G.
<br /> CLR — C�EAR{ANGE} STD — STA�IDARD TO TNEIR USE. ALL. REQUIREMENTS �F TNOSE APPROVALS SNALL BE FOL�OWED.
<br /> CMU — G�NCRET� MASONRY UNlT KIP — KIP (� ,000 POUNDS} STIF — STfFFENER ACI "SPECIFICATI�NS FOR STRUGTl1RAL CONCRETE"
<br /> CQL — COLUMN KS1 — KIPS PEft SQIJARE INCH STfR — STIRRUP 1 Q. SEE ARCNITECTURA� DRAWING5 & PROJEGT SPECIFI�ATIONS FOR TNE F�JLLC�WING: AM�RICAN CONCRETE INSTITCJTE
<br /> CQNC — CONCRETE KWY — KEYWAY STL JST — STEEL JOIST A. SIZE & LOC C}F ALL D�OR & Wi�D{�W OPENINGS & THRESNOLD REQUIR�MENTS. AC1301 — 201� EDiTION
<br /> CONN — C{�NNECT{ION) S�RS — SEI�MiC I..OAD RESlSTING SY�TEM B. SIZE 8c LOC OF A�� N4�4—BEARING PARTITIONS.
<br /> �ONSTR — CONSTRUCTE�N L — ANGLE/LENGTN C. SIZE 8c LC}C aF RQOF, FLOOR, 8� WA�� OPENINGS. ACI "DETAI�S AND DETAI�ING OF CONCi�ETE REINFORCEMENT" �
<br /> CC?NT — CO�1TfNkJOUS LBR — LUMBER STR�J�T — STftIJ�TIJRA� D. 51ZE Sc LOC QF D�PRESSED AREAS, CHANGES IN ELEVATIONS, FLOC7R 8� ROOF AMERICAN CONCRETE IC�STITI�TE
<br /> CONTR — CONTRACTOR LLBB — LONG LEG BA�K TO BACK SYMM — SYMMETRI�AL DRAINS� SL�PES, SUMPS, CONCRETE CURBS, LED�ES, PADS & ISLA�IDS, AC{315 — 1999 EDITiaN
<br /> GOORD — COORDINATE LLH — �ONG LEG N�RIZONTAL GHAMFERS, GROOVES, I�lSEftTS, EMBEDDED ITEMS, FINISN REQIJIR�MENTS, MISC
<br /> �SK — C�UNTER SUNK LLV — �.�NG �EG VERTICAL TB — THRQIJGH BO�T STEEL. ETC.
<br /> TBC — TNREADED BAR COUPLER ACI "SPECIFICATION FOR SNOTCRETE"
<br /> GT� — CENTER(ED} ��C — LQCATION TBR — TO BE REMOVED E. DIMENSIQNS NOT SHOWI� QN THE STRl1�TURA� DRAWING�. AMERICAN CONCRETE INSTITEITE
<br /> L.Qi�G — LONGITUDlNA� TD — TRENCN DftAIN F, EXTERIOR WAL.L �YSTEMS.
<br /> D — DEPTH f DEEP LSN — LONG S�.OI-fED NC?LE AC1506.2 — 1995
<br /> DG — DEMAND CRITICA� f LO�JG SIDE HORIZQl�TAL T N K — T N 1 C K(N E S S} 11 . SEE MECHANICA�, PLUMBIN�, ELECTRICAL AND UTNER SPE�iALTY DRAWINGS AND AC1-117 "STANDARD SPECIFlCAT10NS �QR TOL.ERANCES FOR CONGRETE
<br /> DBL — DOUBLE LSV — �ONG SIDE VERTIGA� �Q �xx --- TOP OF xxx PROJECT SPECIFICATIONS F{�R TNE FQLLC�W(N�:
<br /> DEG — DEGREE �T — LIGHT TOC — TC�P QF CONCR�TE A. PIPE R�JNS, SLEEVES, NA�GERS, TRE�ICNE�, SUMPS, WA�.�, I..ID AND FLO�R CONSTRUCTIOI� AND MATERIALS„
<br /> DEMO — DEMQ�ITIUN LWC -�- LIGNTWEIGNT CQNCRETE TOF — TQP aF FC�OTING (�PENINGS, EfC., NQT SHOW�fi QR �OTED. AMERICAN CONCftETE INSTITUTE �
<br /> TOGB — TaP QF GRADE BEAM BOXES OUTLETS IN WALLS AND SLABS. AC1117 — 2006
<br /> DET — DETAIL B. ELECTRIGAI� �ONDUIT RU�lS, ,
<br /> DIA — DIAMETER MAX — MAXIMUM TOS — TOP OF ST�EL �. ANCH�RAGE AND BRACING FOR EL�CTRICAL, MEGNANICAL OR P�IJMBING ST�EL DECK
<br /> MB — MACNINE BO�T TOS� — TC}P OF SLAB EQUIPMENT T�} TNE STRl1CTUR�.
<br /> DIAG — DIAGONALf DIAGRAM TOW — TOP Q� WAL� SDI "L�ESIGN MANUAL FOR COMPC7SITE DECK�, FORM DECKS,
<br /> DIM — DIMENSIaN MBR — MEMSER D. ANGHOR BO�TS FaR MC�TOR MC}UNTS.
<br /> DIR — DIRECTION MECH — MEGNANICA� TRANSV — TRANSVERSE E, SIZE, WEI�NT AND LOCATIQN OF MACNINES AND EQk�IPMENT BASES. AND RO�F DECKS"
<br /> MEZZ — MEZZANINE TRTD — TREAT�� STEEL DECK INSTITUTE
<br /> DIST — DISTANCE TYP — TYPICAL 2{�07
<br /> DN — QOWN MFR -- MAN�F�ACTURE(R�D� 12. FRAMlNG MEMBERS WHICN ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED
<br /> DWG — DRAWING MFR R�C — MANI�FACTIJRER'S Tf C — TENSION f COMPRESSION CORD BETWEEN DIMENSIQNED PQ1NT OF MEMBERS. `
<br /> DWL — DOW�L RECQMMENDATIONS �&B — TOP AI�D BQTTOM SDI "DIAPHRAGM DESIGN MANIJAL. TNIRD E�ITION"
<br /> MN -- MANN�7LE T&G — TON�UE AND GROOVE 13. OPENINGS, PQCKETS, �TC. SHALL NOT BE Pl�10ED IN ST�UCTEJRA� MEMBERS STEE� DECK INSI�ITUTE
<br /> UNLESS �PECIFICALLY DETAI��D QN TNE STRUCTtJRAL DRAWIN�S. NOTIFY THE ��Q`�
<br /> EA — EACN MI� — MiDD�E �pN -- IJNLESS flTHERWISE NOTED STRUCTURAL ENGINEER WNEN DRAWINGS BY OTNERS SNOW OPENINGS, PQCKETS,
<br /> EF — EACN FACE MIN — M1�11MUM ETC., �ARGER TNAN 6 INCNES N�T SH�}WN ON TM� STRtJCTURA� DRAWINGS, BUT Cfll-D FO�MED STEE�
<br /> = � EJ --- EXPANSION J�INT MISC — MISCEI�LA�lEOUS VAR — VARIATION VARIES
<br /> E� — E�EVATION � WHICH ARE LO�ATED (N STR�JCI�URAL MEMBERS.
<br /> E�EC — ELECTRICAL NA — N�T APP�ICABL.E VIF — VE�IFY IN FIE�.D AISI "NORTN AMERICAN Sf�ECIFICATIQN F�R TNE DESIGN �F
<br /> ELEV — ELEVATOR N!C — NOT l�1 CONTRACT VNR — VENEER 14. MATERIAL SPECIFICATIt�NS ARE ASTM LATEST EDITION. COLD FORMED STEEL STRUCT�RAL MEMB�RS"
<br /> EMBED — EMBEQMENTf EMBEQDED �1{P — NOT IN PERMIT V�� � ����� AMERICAN 1RON AND STEEL fNSTITUTE
<br /> ` VERT — VERTICAL 2�07 EDITION
<br /> EOR — ENGINEER aF RECORD NORM — NOR�fA1�.
<br /> EOS 4 — �DGE QF SLAB NO — NUMBER
<br /> EQ — EQUAL NS — NEAR SIDE W — 1�IDE/WIDTH TNESE DOCUME�IT�HA`!E NOT B��ht
<br /> WD — WQOD � '� APPROVED FC}�THE 1�SUANCE OF STORAGE RACKS
<br /> EQL SP — EQUA�LY S�'ACEQ 1VTS — NOT TO SCALE 1 : �` ; . ��
<br /> WF — WIDE FII�NGE , pt�BLIC���� EL�C��{CAL OR �
<br /> EQUIP — EQ�JIPMENT su��R RMI "SPECIFICATION FOR TNE �ESIG#�, TE5TING, ANQ
<br /> WNS — WE�.QED NEADED STUDS , - `� P�.UMB#i�G PERt�iTS
<br /> ES — EACH SIDE �� — OVER WQ — WNERE OGCURS � '� ` UTILIZATION C}F IN�USTRIAL STEE� STORAGE RACKS„
<br /> ' ESCA� — ESCALAT�R �C — C�N GENTER � f ' � � ANSI MH�6.1 2�72 EDITIQN
<br /> E�N — EACN WAY OD — Q�TSIDE DIAMETER WP — WATERPROQFING f WQR�C PO#N� �,
<br /> EXIST — EXISTIN� QF — OUTSIDE FACE ��'M — WATERPROC7F MEMBRANE . � ' � `
<br /> WT WEIGHT ����' �� �������'
<br /> EXP — EXPANSI�J� QFS --� OIJTSIDE FACE 0� STUDS � `
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<br /> ¢ EXT — EXTE�IOR �PN — �PPOSITE HAND WWF — WE�DED WIRE FABRIG ��'����V�� ��� �������
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<br /> OVS — OVERSIZED (HQLES� o�sCr�p���,: ����.�r-�ck���r-o�r�s-�-oP��a�-raNs-
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