|
F-V I AT 10 N RUCTURA' ABBRE J L
<br />&
<br />AND
<br />111NI
<br />FIN
<br />F_ 1 N I S H (E D
<br />PAF
<br />POWDER ACTUATED FA'E`)TENER
<br />@
<br />F_LG
<br />FLANGE
<br />PAR
<br />PARALLEL/PARA c-pr 1
<br />DEC
<br />L -
<br />DEGREIE
<br />FLR
<br />FLOOR
<br />FCC
<br />-CAST CONCRETE
<br />P RE
<br />0, DIA -
<br />DIAMETER
<br />FO xxx
<br />FACE OF xx-
<br />PEN
<br />T
<br />PENEIR,�-,E/P'E-Nlc--I'RATI,O"�lI
<br />EXIST
<br />(E), -
<br />E X 'I S3- -!I- I N C
<br />IOC -
<br />FACE OF C 0 N CRIEE I E
<br />PIL
<br />P I LA S - f T_ - R
<br />NO
<br />NUMBER
<br />FO, -
<br />FArj- H 'S'l
<br />0 F FIN",
<br />Pli P
<br />PARTIAL JOINT PENETRATION
<br />L B ®'
<br />POUND
<br />FOS
<br />r
<br />EA E OF STEEI
<br />W �LD
<br />FP
<br />FIREPROOF(ING)/FIRE PRO TECTIOINII
<br />D
<br />IL
<br />- P LAT E
<br />AB -
<br />ANCHOR BOLT
<br />FRT -
<br />FIRE RETARDANT -TREATED
<br />P LCI S
<br />- PLACES
<br />A Dv -
<br />ABVc
<br />-
<br />FAR S I D E
<br />PNL
<br />PANEL
<br />ADDL -
<br />ADDITIONAL
<br />F T -
<br />FEET
<br />FOOT 1
<br />PR r'--'T
<br />3
<br />- PRECAST
<br />ADFI -
<br />ADHESIVE
<br />FTG
<br />FOOTING
<br />-7
<br />PREI` 1,B
<br />- P RE
<br />-FABRICATED
<br />ADJ -
<br />ADJACENT
<br />-r-
<br />PS IF
<br />POUNDS PER SQUARE FOOT
<br />F-rl
<br />AF D -
<br />ABOVE FINI`j--lFD Sl
<br />'D IL _A8
<br />C A
<br />GAGE/GAUGEE
<br />P c I
<br />POUNDS PER `3QUARE INCH
<br />ALT -
<br />ALTERNATE
<br />GALV
<br />GALVANIZED
<br />POST TENSIONED/PRESSURE TREATED
<br />ALUM -
<br />ALUMINUM
<br />GE N
<br />EN ERAI
<br />G E I- L
<br />PIUR
<br />P U R 1-1 N
<br />APPROX -
<br />rr-
<br />APPROXIMA I c_
<br />GLU LAM
<br />GLUE LAMINATED TIMBER
<br />AR -
<br />AS REQUIRED
<br />G; R
<br />GRADE
<br />R
<br />RADIUS
<br />ARCH -
<br />ARCI-111-ICTURAL
<br />CAR BM
<br />GRADE BEAM
<br />RIC
<br />REINFORCED CONCRETE
<br />ASSPH -
<br />ASPHALT
<br />GYP BD
<br />GYPSUM BOARD
<br />R D
<br />ROOF DRAIN
<br />ASSY -
<br />A SS E M B LY
<br />R F FF
<br />R E FE R L. N C
<br />H
<br />H 1 ('9 H
<br />REINF
<br />- REINFORCING
<br />6 PL -
<br />BAS[_ PLATE
<br />HDR
<br />H EADER
<br />REOD
<br />- _'Q I R E
<br />Rfr Ul ED
<br />BLDG -
<br />BUILDING
<br />HGR
<br />HANGER
<br />RO
<br />- ROUGH OPENING
<br />BLKG -
<br />BLOCKING ,
<br />HLDN
<br />HOLDDOWN
<br />RST
<br />- S-r
<br />REINFORCING-) FE I
<br />B LIN -
<br />BE I ow
<br />HORIZ
<br />HORIZONTAL
<br />B M -
<br />BEAM(S)
<br />HS S'
<br />HOLLOW STRUCTURAL SECTIONS
<br />St,
<br />SLIP CRITICAL
<br />BO xxx -
<br />BOTTOMOF xxx
<br />FIT
<br />HEIGHT
<br />SC H E D
<br />Qj C H E D U L E
<br />BOT -
<br />BOTTOM
<br />HVAC
<br />HEATING, VtENTILAATING AND
<br />SECT
<br />SECTION
<br />BRB -
<br />BUCKLING RESTRAINED BRACE
<br />AIR CONDITIONING
<br />S LIWS)
<br />'SEISMIC LOAD RE' SISTING SYSTEM
<br />BRG -
<br />f- A
<br />BEARING
<br />SHT
<br />SHEET
<br />BS -
<br />BOTH SIDES
<br />ID
<br />_
<br />INSIDE DIAMETLR
<br />IlTHG
<br />Qf
<br />SHATHING
<br />BTWN -
<br />BETWEEN
<br />I 'r
<br />INSIDE FACE
<br />Sim
<br />cSI M 11 LA R
<br />IJ
<br />ISOLKI-ION JOINT
<br />Si
<br />SAkNk`,UT CONTRACTION JOINT
<br />-
<br />CHANNEL
<br />N
<br />I N C HE S
<br />SL.
<br />SLOPE
<br />CANT -
<br />"'ANTI LIEVER
<br />-0
<br />1 NIF
<br />INFORMATION
<br />S M IS,
<br />SHEET METAL SCREW
<br />CDF -
<br />LE
<br />CONTROILD DENSITY
<br />Il
<br />INSUL
<br />IN E/INQI LATION
<br />rlN
<br />o-
<br />GRADEE
<br />'S B OU I I
<br />CE M PLEAS -
<br />CEMENT PLASTER
<br />INT -
<br />INTERIOR
<br />SPEC
<br />-CF
<br />SPE\� IICATION
<br />k�
<br />;lip P -
<br />F
<br />CAST -IN -PLACE
<br />S P C S
<br />S P A Cis S
<br />Cli -
<br />CONSTRUCTION JOINT/CONTROL JOINT
<br />jST -
<br />J 0 1 ST
<br />so
<br />SQUARE
<br />Cip
<br />COMPLETE JOINT PENCE
<br />PENETRATION
<br />JT
<br />JOINT
<br />Sf
<br />H
<br />SHORT SLOTTED HOLE
<br />WELD
<br />ES STAIN' S STEEL
<br />CL
<br />CENTER LINE
<br />KIP
<br />KIP (1,000 POUNDS)
<br />Sl _AG
<br />'51 -A'- R r - 0
<br />ID u - CE L
<br />CLR
<br />CLEAR(ANCE' )
<br />KSI
<br />KIPS PER SCJUARE INCH
<br />STD
<br />STANDARD
<br />CMU -
<br />CONCRIE-11E MASONRY UNIT
<br />KWY -
<br />KEY 1\
<br />E W, Y
<br />sTIF
<br />J_
<br />'-TIFFENER
<br />COL -
<br />COLUMN
<br />'S'_ I I R
<br />S TI 11 R R UP
<br />CONC -
<br />CONCRFTI
<br />-
<br />A
<br />mI`\lGLE/L.EI\,lkGTH
<br />STL
<br />STEEL
<br />I LL
<br />CONN -
<br />CONNECT(ION)
<br />LBR -
<br />LUMBER
<br />STL JST
<br />STEEL j 0 1 17-'T
<br />'LOAD
<br />CONSTR -
<br />CONSTRUCTION
<br />LI-1-1 -
<br />LONG LEG HORIZONTAL
<br />SLRS
<br />1SMIC RESI_,TING S)")l
<br />- `STEM
<br />CON T -
<br />CONTINUOUS
<br />LLV
<br />LONG LEG VERTICAL
<br />ST RUC'T
<br />STRUCTURAL
<br />CONTR
<br />CONTRACTOR
<br />LOC
<br />LOCATION
<br />Y M M
<br />SYMMETRICAL
<br />COORD
<br />COORDINATE
<br />I-ONG
<br />LONG'ITUDINAL.
<br />_r
<br />C S) K
<br />TI-R
<br />COUNIc-, SUNK
<br />ISH
<br />L_�
<br />LONG cl OT I c_ E_
<br />jL TED HOL-E
<br />TB
<br />-r
<br />I HROUGIH BOLT
<br />CTR
<br />CENTER(ED)
<br />7
<br />/LONG SIDE HORIZONTAL
<br />IBC
<br />THREADED BAR COUPLE""
<br />LSV
<br />LONG SIDE VERTICAL
<br />TBR
<br />To BE REMOVED
<br />I r_
<br />D
<br />_)E_PTH 'DEEP
<br />LT
<br />LIGHT
<br />I'D
<br />TRENCH DRAIN
<br />D C
<br />DE�,,`IAN D CRITICAL
<br />LWC
<br />LIGHTWEIGHT CONCRETE
<br />THE.
<br />THICK(NESS)
<br />D BI_
<br />f
<br />DOUBLE
<br />TO xxx
<br />TOP Or Xv x x
<br />DEC,
<br />DEGREE
<br />DEGREE
<br />MAX
<br />MAXIMUM
<br />TOC
<br />T
<br />TOP OF C- 0 N C R E-1 E
<br />DEMO
<br />DEMOLITION
<br />MB
<br />MACHINE BOLT
<br />TOF
<br />_rO/lB
<br />TOP OF FO OTI N G
<br />DET
<br />DE TA 11
<br />MBR
<br />MEMBER
<br />t-2
<br />TOP 0 F GRADE BEAM
<br />DIA
<br />DIAMETER
<br />ME kr.H -
<br />MECHANICAL
<br />S
<br />TOS
<br />r STEEL-
<br />FOP 0 " L
<br />DIAL
<br />DIAGONAL/DIAGRAM
<br />M E Z Z —
<br />MIEZZANINE
<br />L
<br />TOSL
<br />TOP OF S) I J,, B
<br />DIM
<br />D 1 M E N'�) 10 1\1
<br />MFR -
<br />�VIAN UFACT U R E ( R D)
<br />TOW
<br />TOP OF WAI I
<br />I
<br />T
<br />DIR
<br />DIRECTION
<br />M FR R E C
<br />11
<br />MANUFACTURER'S RECOMMENIDATIONS
<br />T`R\ANSV
<br />1 Sr
<br />RANSVERE
<br />I
<br />TRTD
<br />TREATED
<br />D 1 `3 T
<br />D IS TA N C E
<br />MH
<br />r-
<br />MANHOLE-
<br />I
<br />Typ
<br />TTICAL
<br />c! I
<br />DN
<br />DOWN
<br />M I D
<br />MIDDLE
<br />T/
<br />C
<br />TENLION //COMPRE'SSION CORD
<br />DWG
<br />DRAWING
<br />MIN
<br />MINIMUM
<br />_-OUS
<br />T 8k 8
<br />TOP AND BOTTOM
<br />DWL
<br />DOWEL
<br />MiSc
<br />MIQjCEl LANE
<br />T&_G
<br />E
<br />TONGUE AND GROOVE
<br />EA
<br />E A C'r I
<br />NA -
<br />NOT APPLICABLE
<br />UON
<br />U N LE OTHR
<br />_SS OTHERWISE NO -FED
<br />EF
<br />r-
<br />EACH FAC E_
<br />Nic -
<br />NOT IN CONTRA CT
<br />EJ
<br />j
<br />EXPANSION jOINT
<br />NIP -
<br />NOT IN PERMIT
<br />E 1-
<br />ELEVATION
<br />NORM
<br />NORMAL
<br />VAR
<br />f
<br />V A R IATI 10 I'\ 1 VA, R 1, F-_- S
<br />ELEC
<br />ELECTRICAI
<br />NO
<br />NUMBER
<br />VIE
<br />VERIFY IN FIEE_LD
<br />ELEV
<br />Ell-DAk'FOR -
<br />NS
<br />I
<br />IN E A rr � S' 1 [) F_
<br />VNR
<br />VENEER
<br />E_
<br />EMBED
<br />EDMEI\
<br />EMBE IT E�J ED F D D ED
<br />TS
<br />N I
<br />NOT 1-0 SCALE
<br />VRFY
<br />VER-l'
<br />v
<br />- VERI ' F
<br />- Vr RTI CAL
<br />E
<br />FOR
<br />EN G 1 N E E R CIF R E GO R D
<br />FOS
<br />r 01- SIAlB
<br />EDGE
<br />0/
<br />_R
<br />0 VE
<br />N
<br />W I DEJ /WIDTHI
<br />EQ
<br />EQUAL
<br />OC
<br />ON CENTER
<br />EQL SP
<br />- EQUALLY S PAC E D
<br />00
<br />OUTSIDE
<br />�) F DIAMETER
<br />WD
<br />- woob
<br />EQUIP
<br />- EQUIPMENT
<br />r-
<br />OF
<br />OUTSIDE FACE
<br />WF
<br />- WIDE FLANGE
<br />r-S
<br />- FEACH S'IDE
<br />OFS
<br />OUTSIDE FACE 0 F 'S'l LID S
<br />W L Q
<br />113
<br />- WELDED If-IrEADED STUDS
<br />ESCAL -
<br />ESCALATOR
<br />OPH
<br />-
<br />0 P P 0 FE.
<br />:)I - HAND
<br />WO
<br />- WHERE OCCURS
<br />- EACH WAY
<br />OPNG
<br />OPENING
<br />WID
<br />- WATERPROOFING/WORK POINT
<br />L
<br />E X 1 ST
<br />- E X 1 S)TI 1 N G
<br />OPP
<br />OPPOSITE
<br />WPM
<br />- VV'ATERPROOT MEMBRANE
<br />EXP
<br />EXPANSION
<br />OVS
<br />rs)
<br />OVERSIZED (HOLc_
<br />"h-F
<br />- W E I CHI T
<br />EXT
<br />EXTERIOR
<br />WWF
<br />- WE LDED WIRE FABRIC
<br />W /
<br />W/O
<br />WITHOUT
<br />XFMR
<br />TRANSIFORMER
<br />YID
<br />D
<br />YARD
<br />Sym
<br />REVISION
<br />APPi�OWD
<br />DXfE Sym
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />ORIG
<br />45-004 MISCELI EOUS SYSTEMS 1786915
<br />1
<br />Ifi
<br />EO
<br />12M.21
<br />o ;?W�
<br />I
<br />7,gfl: TOW ,
<br />A
<br />All
<br />V
<br />BlUILDIINIC CODE
<br />'KMAN"HI`__' SHALL
<br />ALL CONSTRUCTION, MATERIALS, AND WOR I LL
<br />HE
<br />CONFORM -10 TI
<br />EC
<br />REQUIREMENTS OF THFSE DRAWINGS, SPr_ IFICATIONS, AND
<br />THE CODES, RULES
<br />AND REGUI TIONS OF THE INTERNATIONAL BUILDING CODE
<br />(IBC), 2015 'EDITION,
<br />AS ADOPTED AND AMENDED BY THE CITY OF EVERETT, HEREINAFTER
<br />REFERRED
<br />T
<br />TO A1� HE BUILDING CODE.
<br />T OI! TL_S�
<br />2. WHERE NOTED IN [ HE STRUCTURAL N - CONSTRUCTION,
<br />MATERIALS, AND
<br />WORKMANSHIP SHALL ALSO CONFOR,M TO THE FOLLOWING
<br />STANDARDS. WHERE
<br />WIT
<br />THESE STANDARDSS' CONFLICT jH THE BUILDING CODE, THE
<br />CODE SHALL
<br />GOVERN.
<br />GENERAL
<br />A SC E "MINIMUM DESIGN LOAD'S) FOR BUILDINGS AND
<br />OTHER STRUCTURES"
<br />_r
<br />AMERICAN S'OCIEIY OF CIVIL ENGINEERS
<br />ASCE/S,EI 7 -- 20110 EDITION
<br />CONCRETE
<br />AC I
<br />"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETF"
<br />AMERICAN
<br />CONCRETE INSTITUTE
<br />ACI318 —
<br />2014 EDITION
<br />ACI
<br />"SPECIFICATIONS
<br />FOF`, S"FRUCTURAL CONCIRETE"
<br />AMERICAN
<br />CONCRETE INSTITUTE
<br />ACI-501 —
<br />2011 'EDITION
<br />ACI
<br />DETAILS AND DETAILING OF CONCRETE
<br />REINFORCEMENT"
<br />AMERICAN
<br />CONCRETE INSTITUTE
<br />ACI1315 --
<br />1999 'EDITION
<br />ACI-1 17
<br />"S,,TANDARD
<br />SPECIFICATIONS FOR TOLERANCES FOR, CONCRETE
<br />CT
<br />CON.IRUCTION
<br />AND MATERIALS"
<br />AMEr, RICAN
<br />CONCRETE INSTITUTE
<br />Ark,1117 —
<br />2010
<br />GENERAL NOTES
<br />THE' T STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF MODIFICATIONS TO THE
<br />E I f
<br />r,-r,
<br />PRIMARY SIRUC'TURE BASED ON PRESCRIBED LOADS, (SEE "DESIGN cRITERIA"
<br />SECTION), IMPOSED ON -THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED
<br />IN THE "BUILDING CODE" SECTION. THE PRIMARY STRUCTURE OF TFIE BUILDING IS
<br />I j r
<br />DEFii`1ED AS THE FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS,
<br />Fl
<br />SI Ae"-, FLOOR FRAMING AND LATERAL FOf CE RESISTIN I EMEINITS FI 'D ") �_? ELL 3 BEAMS, F I-
<br />T
<br />REQUIRED TO MAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A
<br />WHOLE.
<br />2. ALL CONSTRUCTION MATERIALS AND WORKMANS11,111? cl-,-)HALL CONFORM TO THE
<br />REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND
<br />REGULATION':') OF THE BUILDING CODE AS DEFINED IN THE "BUIII DING CODE"
<br />SECTION.
<br />JTIE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE THEY 0 NOT
<br />3.
<br />INDICATE THE METHOD OF CONSTRUCTION. THE CONTR ' A ' r,FOR SHALL PROVIDE -
<br />ALL MEASURES NECESS)ARY TO PROTECT THE STRUCTURE DURING CONSTRICTION.
<br />c SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, -:)-F-IORINr,
<br />ki
<br />FOR LOADS' DUE TO CONSTRUCTION EQUIPMENT, EfT. C. OBSERVATION VISIT,::-), TO
<br />1HE SITE BY THE STRUCTURAl- ENGINEER SHALL NOT INCLUDE INSPECTION OF
<br />I _ L) H
<br />THE ABOVE ITEMS.
<br />A
<br />THE r-M
<br />E CONTRACTOR SHALL BE RE'S'IDONSIBLE FORTc_ PORARY BRACING AS
<br />REQUIRED FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UN -IF 11- ALL
<br />MEMBERS ARE IN PLACE AND 'FINAL CONNECTION'- HAVE BEEN COMPLETED
<br />E_ L
<br />IN ACCORDANCE WITH THIE_ PLAINS.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PREC/AU(ION S AND
<br />THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQuliRi_D TO
<br />PERFORM THE WORK.
<br />S 6. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUJILDING TAN DAR DS
<br />_1 T
<br />SPECIFIED IN IHE "BUILDING CODE" SECTION.
<br />7. DO NOT SCALE DRAWINGS. THE CONTPACTOrr
<br />IL L M, .'_��HALL VERIFY ALL DIMENSIONS
<br />PRIOR TO CONSTRUCTION. THE ENGINEER SHALL- BE NOTIFIED OF ANY
<br />DISC\j L_ t- REPANCIES OR INCONSISTENCIES IN A PROMPT MANNER.
<br />\� -_
<br />8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS,
<br />SPECIFICATIONS, FICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL
<br />NOTIFY THE STRUCTURAL
<br />(13TURAL IN WRITING 0"r- SUCH OMISSION OR ERROR BEFORE
<br />PROCEEDING I
<br />WITH THE WORK,
<br />9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
<br />TYPICAL Drr_-_-TAII-S. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE
<br />GENERAL NOTES AND TYPICAL DETAILS ARE IN 'CONFLICT lv%1ITH THE PROJECT
<br />SPECIFICATIONS, THE MOST STRINGENT 'S)_HALL APPLY. CONDITIONS NOT
<br />c-, `CIFICALL�Y SHOWN SHALL- BE CONSTI�IUCTED AS c`� SPF_ HOWN FOR, SIMILAR WORK,
<br />Sj TO REVIEW BY THE STRUCTURAL ENGIN -FR.UBJECT E:
<br />10. MANUFACTURED M[\TERIALS SHALL BE APPROVED BY THE BUILDING, OFFIC!AL
<br />PRIOR TO THEIR USE. ALI.- REQUIREMENTS OF THOS)E APPROVALS SHALL BE
<br />FOLLOWED.
<br />Djl_�AWINGQ WITH DR A
<br />1 I. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL- AWINGS
<br />FROM ALL OTHER DISCIPLINES, INCLUDING BUT LIMITED TO ARCHITECTURAL, CIVIL,
<br />MECHANICAL AND ELECTRICAL.
<br />"y -8 �
<br />IV
<br />-Y'N' " -i
<br />rx 85"P314
<br />Nl?
<br />Y-07,T
<br />19/i ri01
<br />ACCEPTABILITY R. E V
<br />THIS DESIGN AND/OR CF - I - EC ;;CD
<br />4,2ED
<br />SPECIMATION IS APPROVED L kl()LKMAN
<br />ENCANE FR
<br />OT
<br />DXfF
<br />L40VED�Bl DEPT. J. VOLKNIAN
<br />'El Tu
<br />E_ OJALA
<br />GENERAL NOTES CONT.
<br />12,
<br />-I- MEr
<br />."HANICAL, IPLUMBING. ELIECTRICAL AND OTHER
<br />�,p r,IAL'TY DRAWIN(
<br />') F_ U
<br />S AND
<br />PROJIEC�T SPECIFIC'ATIONS FOR THE FOLLOWINr,,
<br />A. PIPE RUNS, SL'r__EVE7S, HANGERS, TRENCHES, WALL,
<br />ROOFAND 'FLOOR
<br />OPENINGS, ETC1., NOT SHOWN OR NOTED.
<br />B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN
<br />WALLS AND
<br />SIJABS.
<br />A HORAGE AND FO BRACING P' ELECTRICAI, Mr HANICAL OR
<br />NC U
<br />PL UMBING
<br />EQUIPMENT TO THE STRUCTURE
<br />D. ANCHOR BOLTS FOR MOTOR MOUNTS.
<br />IF. SIZE, WEIGH AND LOCATION OF MACHINES AND
<br />EQUIPMENT
<br />BASES,
<br />11
<br />OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN
<br />STRUCTURAL
<br />MEMBERS
<br />UNLESS S'PECIJIFIC'ALLY DETAILED ON THE STRUCTURAL.
<br />DRAWINGS.
<br />14.
<br />r-
<br />MATERIAL SPECIFICATIONS ARE A,DTM LATEST 'EDITION,
<br />'I Af
<br />A r
<br />MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION.
<br />EXISTING CONSTRUCT ION
<br />EXISTING STRUCTURAL DIMENSIONS A ND MEMBERS SIZE,- ARE FOR REFERENCE
<br />EXISTING 1 1 .31 REFERENCE
<br />To
<br />HALL VERIFY ALL DIMENS3IOIS IN THE FIELD PRIOR� IN ONL( CONT RACTOR SHALL ) L_ VE
<br />FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF
<br />EXISTING CON'ESTRIUCTION AND THE CONDITION OF THE STRUCTURE BEFORE
<br />C I r",- UNSOUND C BEGiNhNAN ING WORK. Y DISCREPAN 1_0 OR ONDI,TJONS `)HALL BE
<br />REPORTED TO THIE STRUCTUIR\AL ENGINEER FOR RESOLUTION BEFORE BEGINNING
<br />WORK. REFER T
<br />1 0 ARCHITECT tJPAL., PLANS FOR DIM EICI SIGNS, I-MBEDMENTAND
<br />OPENIINGS NOT SHOWN. REFER 1_0 MECHANICAL, PLUMBING AND ELECTRICAL
<br />pi it
<br />AN'- FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT
<br />ID F -, 3 u L - I SHOWN.
<br />2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM
<br />TIHIE NECESSARY STRUCTU RAIL l\,40DIFICATIONS ]FO THE EXISTING STRUCTURE
<br />T
<br />SHOWN ON IHE 'STRUCTURAL- AND ARCHITECTURAL DRAWINGS-. THE CONTRACTOR
<br />MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PRFPARcII BY A DESIGN
<br />PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROj r-,(,,T
<br />I JIURiSDICTION.
<br />-7
<br />J. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL
<br />VERIFY ALL DIMENSIONS AS, REQUIRED PRIOR TO CONSTRUCTION. ANY
<br />DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION
<br />PRIOR 'TO BEGINNING WORK,
<br />4EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN
<br />ES"FABLIS&ICED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS
<br />FOR THE (_)RI(')'INAL BUILDING, ONiY LIMITED FIELD VERIFICATION HAS BEEN
<br />PERFORMED, ANY DISCRIEPANCIES CONCERNING FIOW NEW WORK RI-LATI-D TO
<br />L SCROTA [_ I L_ r _\ L c-
<br />THE AS -BUILT CONS3TRU(`.TION SHALL BE REPORTED TO THE STRUC-1 URAL
<br />ENGINEER FOR RE-SOLI1111PION PRIOR TO BEGINNING WORK.
<br />3. UNLESS SPECIFIED OTH ERWISj E, LOCATION AND ELEV�;FION OF NEW STRUCTURAL
<br />ELEMENTS WITHIN THE EXISTING SA-RUCTURIE- ARE DETERMINED By THEIR
<br />RELATIONSHIP TO EXISTING CONDITIONS. TIHESE RELATIONSHIPS ARE NOTED
<br />TI
<br />ON THE PLANS), SECI ONS AND DETAILS.
<br />6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT ASSOCIATED
<br />WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT OF DEMO T IAY NOT R F'-- I E C
<br />I - T ADDITIONAL DEMOLITION REQUIRED TO INSTALL NEW ELEMENTS, IN
<br />ADDITION To wH,,-vr is SHOWN ON T HE ARCHITECTURAL DEMOLITION DRAWINGS,
<br />MINOR LOCAL DEMOLITION OF- EXISTING ELEMENTS MAY REQUIRED EQUIRED 1-0
<br />PERFORM THE STRUCTURAL WORK AS INDICATED ON THE PLAN"', SECTIONS AND
<br />DE T A! LS
<br />DEMOLITION
<br />1. ALL DEMOLITION SHALL BE CARRIED ON 11\1 SUCH A MANNER AS NOT To DAMAGE
<br />EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF TIE FINISHED
<br />EXISTING F F r_ F1
<br />STRUCTURE.
<br />2. EXISTING ELEMENTS SHALL BE PRO TEC; TED TO THE FUI LEST EXTELNT PO"IBLE To
<br />REDUCE SUCH DAMAGE 10 A MINIMUM.
<br />-1 EMEN T,' OF THE STRUCTIURE THAT ARE TO REMAIN AND WHICH ARE
<br />3 ALI- F[ _E_ F_ I IL ,:) E_
<br />DAMAGED DURING DEMOLITION WORK SHALL BE" REPLACED A'f NO ADDED COST.
<br />C"ITY OF EVERETT
<br />REVIEDNED FOR PERMI-f
<br />A�
<br />zo E I'll
<br />1101 2nd Ave., Suite 4001 Seaftle, WA18101
<br />'ph 206A?_3.0'-M 71 fax:?066'14X75
<br />LASTING
<br />SUBTITLE CURRENT REVISION ISYMBOL A
<br />1, M121
<br />17869 OR I C 121, 0 9. 2 1
<br />S'TRUC'TUlR,f-%dL AND NOTE-
<br />Ir I
<br />12.09.21
<br />45-004 MISCELLANE-OUS SYSTEMS
<br />'I M9.21
<br />12-09-91
<br />B'U I I - E) I N rl A 17, 00 JOB No-omp mo.
<br />I ul" 4 11786915 _r
<br />STRUCTURAL MASTER EVERETT, WA[15� '7' 45-004-S2D-1
<br />- - - - - - - - - - -
<br />t� A f
<br />Z.0
<br />1 2 A
<br />.20f
<br />a
<br />ell), r m.
<br />3
<br />cv,
<br />%ld L6.91
<br />rg v T I
<br />
|