|
GENERAL NOTES:
<br />DRAWINGS ARE NOT TO BE SCALD, WRITTEN DIMENSIONS TAKE PRECEDENCE, IHLS SE TOP
<br />DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMAI C PURPOSES ONLY, UNLESS NOTED
<br />OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE F-IRNI5JH NG ALL
<br />MATERIALS, EQUIPMENT, LABOR, AND ANY REQUAFIJENTS DEEMED NECESSARY TO COMPLETE
<br />PROJECT AS DE5CRISED IN THE DRAWINGS AND OWNER'S PROTECT MANUAL.
<br />2 PRIOR TO THE. SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO
<br />FAMLAR12E THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECI
<br />CONTRACTORS SHALL VISIT THE CONSTRUCTION STE WTHN THE CONSTRUCTiON.CONTAAC?
<br />DOCUMENTS TO VERIFY FIELD CON04TIONS AND CONFIRM THAT THE PROJECT WILL BE
<br />ACCOMPOSHFDASSHOWN PRIOR TO PROOF FONG WITH CONSTRUCTION_ANYERRORS,
<br />OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />AFRCH'TECTAENGINEER VERBALLY AND IN WRITING
<br />3 THE ARGHITEC I SENGINEERS LAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION
<br />AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING TILE Jot
<br />ARE NEVERTHELESS CAUTIONED TTAI MINOR OMISSIONS OR ERRORS N THE DRAWINGS AND OR
<br />SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM GOMEL.",NC THE PROJF CY AND
<br />IMPROVEMENTS ACCORDANCF W TH 114E- INTENT OF THESE DOCUMENTS. THE BIDDER SHAL _
<br />HEAR THE RESPONSIBH_ITY OF NOTIFYING ON WRITNG)THE ARCEI TECTIENGINEER OF ANY
<br />CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL IN THE
<br />EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MOIRE COSTLY OR EXILNSIVE
<br />WORK UNLESS DIRECTED OTHERWISE
<br />4 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT OF -SCRIBED IN THE CONTRACT
<br />DCCJMENTS THE CONTRACTOR SHALL BE SOLELY RESPONSBLE FOR ALL CONSTRUCT
<br />MEANS. METHODS, TECHN.QLJFS. SEQUENCES, AND PRO(Y DLIRFS FOR COORDINATING ALL
<br />PORTIONS OF THE WORK UNDER THE COMPACT.
<br />5- THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATLRULLSACCORCI NG TO
<br />MANUFACTJRER'SIVENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHEW LOCAL
<br />CODES OR ORDINANCES TAKE PRECEDENCE
<br />6 AL L WORK PERFORMED ON THE PROJECT AND MATERIALS MTAE1® SHALL. BE IN STRICT
<br />ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR
<br />SHALL GIVE ALL NOTICE6 AND COMPLY WITH ALL LAWS, ORD NANCES, RULES.REGULATIONS AND
<br />LAWFUL ORDERS OF ANY PUBLIC AUTHORTY, MUNICIPAL AND UTILITY COMPANY SPFCT ICITIONS,
<br />AND LOCAL AND STATE JUR'SO'CTTONAL CODES BEARING ON THE PERFORMANCE OF THE WORK
<br />GENERAL CONTRAC TOIL SHALL PROVIDE, AT THE PROJECT SITE A FULL SET OF CONSTRUCTION
<br />DOCUMENTS UPDATED WITH THE LATEST BEVIS IONS AND ADDENDA OR CLARIFICATIONS FOR USE
<br />BY ALL PERSONNEL INVOLVED WTH THE PROJECT. THIS SETS A VALID CO NTRACTDOCUMENT
<br />ONLY IF THE TITLE SHEET IS STAMPED •FOR CONSTRUCTION * AND EACH SUCCESSNE SHEET HFARS
<br />THE ARCHOf. CT5 SK3NED VRET STAMP
<br />A THE STRUCTURAL COMPONENTS OF AD;ACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE
<br />ALTERED BY THIS CONSTRUCTION PRLI-SEC Y UNLESS NOTED OTHERWISE
<br />9 SEAL ALL PENETRATIONS THROUGH F AE-R4TED AREAS WITH GA. LISTED OR FIRE MAR-SHA11
<br />APPROVED MATERIALS If APPI CASE E TO THIS FACL!TY AND OR PROJECT SITE
<br />10 CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTR4GUSHER WITH A RATING OF NOT LESS THAN
<br />2-A OR 2-AID13C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING
<br />CONSTRUCTION
<br />:I CONTRACTOR SHAG MAKE NECESSARY PROVISONS TO PROTECT EXISTING !MEROVEMENIS.
<br />EAST. MENNS, PAVING. CURBING ETC WRING CONSTRUCTION UPON COMPLETION OF WORK,
<br />CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRICTION
<br />ON OR ABOUT THE PROPERTY
<br />12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLAN AND HAZARD FREE DURING
<br />CONSTRUCTION AND DISPOSE OF ALL DIRT, DESK S AND RIMBISH CONTRACTOR SHALL REMOVE
<br />E(3U8'MENT NOT SPECIFIED AS REMANNG ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT
<br />IN CLEAN CCNDIT ON AND FREE FROM PANT SPOTS. DUST, OR SMUDGES OF ANY NATURE.
<br />OR SHAI.I RECEIVE WRITT UTHORZATION TO PROCEEDYATH
<br />13. THE GENERAL CONTRACT EN A
<br />CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
<br />CONSTRUCTION DRAWI4GS,^ONTRACI DOCUMENTS
<br />ENTS
<br />14 THE CONTRACTOR SHAL.: PERFORM WORK DURING CWNF RS PREFERRED HOURS TO AVOID
<br />DISTURBING NORMAL BUSINESS.
<br />1 K THE CONTRATOOR SHALT. PROVIDE THE Ct;ENT PROPER INSURANCE CERTIFICATES NAMING
<br />CLIENT AS ADCITIONAL INSUNEa. AND O 5-N1 PROF OF UCENSE(S) AND PEA PD INSURANCE -
<br />IC CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COOROINATMM, ALL INSPECTIONS
<br />17 CAUT:ON'C.ALL BEFORE YOU DGI BURIED JTIL(TIES EXIST IN THE AREA AND U? ILI(Y;Nf ORMATIQN
<br />SHOWN MAY NO t BL GOMPLEFE CONTACT T HE ONE -CALL UTILITY LOCAT_ SERVICE A MIN MUM OF
<br />48 HOURS PR OR -C CONSTRUCTION DIAL 811
<br />18 COITRAICTORTO WITH
<br />DOCUMENT ALL WORK PERFORMED PHOTOGRAPHS AND SIFIFT 10(::ENT
<br />ALONG WITH REDLINNED CONSTRUCTION SET.
<br />19 CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDILNNG I THE
<br />APPROVED CONSTRUCT _L
<br />SET AND
<br />5UHM• DING THE
<br />REOLIMEO SET TO lift CLIENT UPON
<br />COMPLETION
<br />>J FOR COLT O)CATI(XN SITES CON TACT TOWER OWNER REPRESENTATIVE FOR PARTIG PAMOMNIN B[D
<br />WALK
<br />21 GENERAL CONTRACTORS TO COCHD:NATE ALL POWER INSTALLAT ION WITH POWIE_R COMPANY AS
<br />REQUIRED. COMIRACfOYRTORL:PMIP(N*RINETALUTONCOORD:RATIONSOLUTgN(5;T0
<br />NETWORK CARR£R REPRESENTATIVE. PROJECT CONSTRUCT ON MANAGER AND ARCH TECT
<br />22 ANY SUBSTITUTIONS OF MATERIALS ANDUOR EQUIPMENT_ MUST BE APPROVED BY CL if IN
<br />CONSTRUCTION[ MANAGER
<br />j., NN THE CASE Of ROOF-TOPSO-WTONS FOR EQUIPMENT ANDAOR ANTENNA FRAMES WHERE
<br />PENETRATION OF EXISTING ROOFING MATERIALS OCCUR. THE GFNFRAI CONTRACTOR SHAH
<br />COORDINATE WIII BUILDING OWNER AND BUILDING ROOFNG CONTRACTOR OF RECORD FOR
<br />INSTALLATION, PATCH, REPAIR OR ANY AUCAMENTAIYXN TO THE ROOF. AND HAVE IHL WORK
<br />G'JARANIEED L94CWR THE ROOFNG CONTRACTORS WARRANTY FOR MOISTURE PENETRATION OR
<br />AND OTHER FUTURE BREACH OF RLXIF ING N 1 EGRITV
<br />24 TITHE CASE OF ROOFTOP SO UTONS WJ H'HE ftSTALUTX"M M ANitW#AS Wr+414 CON ZALED
<br />[SH4ROODEO) SUPPORT FRAMES OR +-i. `POCS, THE GENERAL CONTRACTOR SHALL COORDINATE
<br />WITH THE FRP DESIGNERMFABR,:ATOR TO E NSURE DOT THE F INAL FRP SHROUD ISSIMUXA^.NG ON
<br />APPEARANCE) DESIGNATED EXISTING E.X7ER1OR BUILDING FACADE MATERIALS TEXTURES, AND
<br />COLORS THE CONTRACTOR SPAT I FU4114ERMORC ENSJSE I. It USE OF COUNTERSUNK
<br />FASTENERS IN ALL TRIP CONSTRUCTION WHEN PHOTO S MUTATIONS ARE PROVIDED, THE
<br />CON TRACTOR SHAL.1 FNSUHA THA7 FINAL CCNSTRUCTION REPRESENTS WHAT IS INDICATED IN
<br />PHOTO S-MLATIO NS. SHOP DRAWING'S SHALL BE PROVIDED TO THE GENERAL CONTRAGILIKL
<br />COpNSTRIGTKNN M)ORDINAIOJR, AND ARCH TECT PROR TO FABR,'CAT-ON AND CONSTRUCTION
<br />:5 IN THE CASE Of ROOFTOP SOOU t10N5 FOR EQUIPMENT AN'd'Ofi A7fTENNA FRAMES m ERE
<br />ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED. CONTRACTCRRS SHALL C Wf IRM 1'PROR TO
<br />SCIHIA TTING SDI WITH CONSULTING 0Df4STRUC T KON COORDINATOR AND ARCHTTECT THE
<br />PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB . RESUL TING FROM AN
<br />UNDOCUMENTED DES,GN CHANGE III THE EX SING Bi1LDNG-AS-BL'ILT DRAWMG SET`- HAA WC
<br />INDICATED AN ORIGINAL DESIGN SOLUTION OF RE3N-O RCED CONCRETE WI ELBE[ID€D STEEL
<br />REPAR IN THE EVENT POST TENSION SLAB SOLUTIONS PRESENT, CGNTRACTORSHALL XKYUDE
<br />PROVISIONS FOR X-RAY PROCEDURES 10NQ UOFD 'N 8Oi FOR AL L PFNE IlA'.'ON ACAS WHERE
<br />ANCHORING OCCURS
<br />25. GENERAL 8 SUB CONTRACTORS SHALL USE STAINLESS STEEL MET AL I TICKING Its FOR ALL CABLE
<br />TRAY TE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC 2m TES
<br />SHALL NOT BE PERMITTED FOR USE ON CLIENT PROJECTS RECOMMENOFD MANUFACTURE SHALL
<br />BE: PANDUIT CORP METAL LOCKING TIES MODEL NO WT4S-CP UNDER SERIES-304 (OR EQUAL)
<br />PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACIXAA WA.
<br />DESIGN CRITERIA:
<br />THE STRJCIURA DESIGN OF THIS PRO.:ECT IS IN ACCORDANCE WITH THE 20151NTFRNAT OVAL
<br />BUILDING CODE WITH WASLI NGTON STATE BUILDING COOL AMENDMENTS (201518C)
<br />DESIGN LOADS.
<br />DESIGN DATA FOR `'HF CITY OF EVERETT. WA
<br />-ROOF SNOW LOAD NIA (NOT A ROOFTOP SOLUTION)
<br />-BASIC WIND SPEED- 110 MPH (3 SEC GUST)
<br />-W ND EXPOSL'RE B
<br />CODE COMPLIANCE:
<br />ALL WORK AND MATERIALS SHALL BE PEKFCHMED AND INSTALLED N ACCORDANCE WITH THE
<br />CURRENT EDITIONS OF I HE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVFRN:NG AUTHORITIES.
<br />NOTHING IN THESE PUNS IS TO BE CONSTRUCTED TO PEFIN: 1 WORK NOT CANT DRIVING TO THESE
<br />CODES
<br />8UI10"ODWEL LING COVE 20151BC(STAIE BUILDING CODE. WAG CHAPTER 5!-SUI
<br />2015 BRC (STATE BUILDING GOO1. WAC CHAPTER 5151)
<br />STRUCTURAL CODE 2015 BC (STATE BUILDING CODE, WAG CHAPTER S I -SW)
<br />MECHANICAL CODE 2015 MC (STATE BUILDING CODE WAC CHAPTER 5152)
<br />ELECTRICAL CODE 2014 NEC OEPT. OF LABOR 8 INDUSTIRES, WAC CHAPTER 296_461M)
<br />FIRELRE SAFETY CODE 2015:FC (STATE BUILDING CODE, WAC CHAPTER 51,Uk
<br />FACA!IY.S UNMANNED AND NOT FOR HUMAN HA8:JAI TUN HANDICAPPED ACCESS REQUIREMENTS ARE
<br />NOT RECU!RED IN ACCORDANCE WAIT THE 'BC 2C158UIT. DING CODE.
<br />CONCRETE NOTES:
<br />1, ALL CONCRETE CONS TRUCTKXN SWILL SE IN ACCORDANCE WITH AC�318
<br />T F WITH
<br />2. CONCRETE SHALL BE MIXED. PROPOR ONI D. CONVEYED AND PLACED N ACCORDANCE W
<br />CHAPTER 19 OF THE 2015'BC. STRENGTHS AT 20 DAYS AND MIX CRITERIA SHAL RE AS
<br />FOLLOWS -
<br />TYPE OF CONSTRUCTION 28 DAY STRENIHS WAC VNIMUM CEMENT
<br />(Nc) RATIO CONTENT
<br />PER CUBIC YARD
<br />A SLABS ON GRADE i.,Sm P5: 1045 5 SACKS
<br />TOPPING SO ASS
<br />CONCRETE PIERS
<br />B ALL STRUCTURAL CONCRETE 4,OW PSI E 046 6 JOT SACKS
<br />FJTCEPT WALLS
<br />C. CONCRETE WALLS 4 CO0 PSS D45 6 In SACKS
<br />CEMENT SHALL BE ASTM C150, PORTIAND CEMENT TYPE AU.NO.
<br />2 THE GENERAL CONTRACTOR SHALE L SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND
<br />PROCEDURES OF CONCRETE PLACEMENT
<br />3. ALL CONCRETE W TH SURFACES EXPOSED TO STAN1091G WATER SHN,I. HE A8(-ENiFANLO W TH AO.
<br />AIR -ENTRAINING AGENT CONFORMING TO ASTM CI63, C194, 0618. CSW AND C1017. TOTAL AR
<br />CONTENT SHALL BE IN ACCORDANCE WITH TABLE INA.20F THE 701516C
<br />4- REINFORCING STEEL SHALL CONFORM TO ASTM AGI5 (INCLUDING SUMEMENI Sl I GRADE 60.
<br />fy=W.DW PSI. EXCEPTIONS- ANY RAYS SPEC:FK;ALLY SO NOTED CIN THE DRAYMNGS SHALL BE
<br />GRADE 40, (y"'O.DW PSI. GRADE 6O REINFORCINNG BARS INDICATED ON DRAWINGS TO BE WELDED
<br />SHALL CONFORMTOASTMA70E REIN:FORC'NGCOWLY-NGW''.THASTMA615(S1)[LAYBEWELDED
<br />ONLY IF MATERIAL PROPERTY REPORTS INDICA7NG CONFORMANCE WITH WELDNG PROCEDURES
<br />SPECIFF_D IN A.W.S. DIAAR1 SIIBMeTTED
<br />5. RENFOR£ NG STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH
<br />AC1315 AND 318 LAP ALL CONTINUOUS REINFORCEMENT AT I FAST 30 BAR DAME TIAS OR A
<br />LIHYMUM OF 2'-0'. PROVDE CORNER BARS AT ALL WALL AND F0CT5NG INTERSECTIONS. LAP
<br />CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM O ZL• LAP AD:A.GENT MATS OF
<br />WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS,
<br />6. WELDED WARE FABRIC SHAI L CONFORM TO ASTM A-195.
<br />I SF!RAL REINFORCIVIFNT SHALL RE PLAN WIRE CONFORMING TO ASTM AST 5. GRACE 60. Ny,,fifJWO
<br />PS
<br />8 NO BARS PARTIALLY EMBEDDED:N HARDENED CONCRETE SHALL BE FIELD SENT UNLESS
<br />SPECIFICALLY SO DETAI F U OR APPROVED BY THE CONSULTANT
<br />10 CONCRETE PROTECT ON (COVER) FOR REINFCRG NG STEEL SHALL BE AS FOLLOWS:
<br />- CONCRETE CAST AGNNST AND PERMANENTLY EXPOSED TO EARTH 3'
<br />- CONCRETE EXPOSED TO EARTH OR WEATHER
<br />(96 BARS OR LARGER) 21
<br />OTIS BARS OR SMALLER: 1 IrY
<br />-CONCRETE NOT EXPOSED TO WEATHER OR INCON IACI W TH GROUND
<br />(SLABS. WALLS AND JOISTS) (411 BARS AND SMALLER) 3A4'
<br />(BEAMS. COLUMNS) IPRII.AHY REINFORCEMENT, TES. STIRRUPS. SPIRALS) 1 1f?
<br />11 BARS SHALL BE SUPFgORTEDONCHNNS OR DOBIE BRICKS
<br />42 ANCHOR BOLTS TO CO NFCAN TOASIM A707
<br />.3 NONSHRINK GROUT SHALL BE FLRNISHf 0 BY AN APPROVED MANUF.GTUXER AND SHALL BE
<br />MIXED ANA-O PLACED IN STRICT ACCORDANCE W1TF -FIE MIANUFACTL9RFRS VM LSHH_ll
<br />RECOMMENDATION', GSOUTSTRT NGTII S•IALL BEAT.OAST EQUAL TOTHE MATERIAL ON WHICH
<br />I I iS PLACED (7 M1 PSI MINPI UI41,
<br />14 ALL EXPANSION ANCF90RS TO FIE HILT BRAND ADH'ESNE 0.VCMOREi HF (k10Nt ItS18+G ?O
<br />CONFRM CAPACITY UNLESS WAIVED BY [NG:NEER
<br />SYMBOLS AND ABBREVIATIONS
<br />STRUCTURAL STEEL NOTES:
<br />AC
<br />A'RCOND:TIONING
<br />r."
<br />MAAIMUM
<br />1 SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSUI TANI FOR
<br />AGL
<br />AROVE GRADE LEVEL
<br />fAECF,
<br />MECHANICAL
<br />REVIEW PRIOR TO FABRICATION
<br />APPROX
<br />APPROXIMATELY
<br />MIT.
<br />METAL
<br />MFR
<br />MANUFACTURE
<br />2. STRUCTURAI.STEELOESIGN FABRICATION AND ERECTION (INCLUDING FIELD WE -I DING, HIGH
<br />BLDG
<br />BUILDING
<br />MGIR
<br />MANAGER
<br />STRENGTH FIELD BOLTING, EXPANSONBOLIS, AND THREADED EXPANSION ANCHORS' SHALL HE
<br />III
<br />BLOCKING
<br />MIN
<br />MINIMUM
<br />BASED ON THE. A I S I SPECIFICATION FOR THE DES GN. FABRCA-ION. AND ERI:CI ION OF
<br />SO
<br />BOTTOM OF
<br />MISC
<br />MISCELLANEOUS
<br />STRUCTURAL STEEL FOR BJILDINGS'LATEST EDITION SUPERV SION SHALL BE A ACCORDANCE
<br />B.OS.
<br />BOTTOM Of SIft,
<br />WITH 2T IBC CH IAPTER 22. BY A QUAL RED TESTTIG AGENCY DF SIGNATFD BY THE rONSUi.TANT
<br />NIA
<br />NOT APPLCASLE
<br />THECONSULTANT SHALL BE FURNISHL.D WITH A COPY OF ALL NSPECTIONREPORTSANNDTES7
<br />CLG
<br />CELING
<br />NIC
<br />N071N CONTRACT
<br />RESULTS.
<br />CLR
<br />CLEAR
<br />NS
<br />NEAR SDE
<br />CUD
<br />CONCRE I MASONRY UNIT
<br />NTS
<br />NOT TO SCALE
<br />3 STRUCTURAL SItE I. SHALL CONFORM TO THE FOLLOWING REQUIREMENTS
<br />WNC
<br />CONCRETE
<br />CONST
<br />CONSTRU'CTON
<br />O.C.
<br />ON CENTER
<br />TYPE OF MEMBER
<br />CUNT
<br />CONTINUOUS
<br />O.D
<br />OUTSIDE DIAMETER
<br />OM
<br />OVERHEAD
<br />A WIDE FLANGE SHAPE ASTM A992, Fy 53 KSI
<br />OBI
<br />DOUBLE
<br />B. OTHER SHAPE, PLATES AND RDD ASTM A36. Fy 36 KS'
<br />DIAAB
<br />DAMPIER
<br />PECS
<br />PLACES
<br />C. PINE COLUMNS ASTM A53. Fy 35 KS
<br />DAG
<br />DIAGONAL
<br />PLYWO
<br />PLYWOOD
<br />0 STRUCTURAL TUBING ASTM A5W. FY46KSI
<br />ON
<br />DOWN
<br />PROJ
<br />PROJECT
<br />E. ANCHORBOLTS ASTM A307
<br />OLT
<br />DETAIL
<br />PROP
<br />PROPERTY
<br />F. CONNECTION BOLTS ASTM A325
<br />DWG
<br />DRAWING
<br />PSF
<br />POUNDS PER SQUARE FOOI
<br />PSI
<br />POUNDS PER SQUARE :NCH
<br />4. All MATERIAL TO BE HOT DIPPED GALVAN'ZEO AFTER FABRICATION PER A1231A123M-13
<br />EA
<br />EACH
<br />PT
<br />PRESSURE [HEATED
<br />EL
<br />ELEVAT ON
<br />5. ALL WELDING SfIALL BE IN CONFORMANCE WITH AI.S.]. AND AWS STANDARDS AND SHALL BE
<br />ELEG
<br />ELECTRICAL
<br />RAU
<br />RADIUS
<br />PERFORMED BY W AB O CERTIFIED WELDERS USING E 70 XX ELECTRODES. ONLY PREQUAL!FIEC
<br />EQ
<br />EQUAL.
<br />RLQ
<br />REQUIRED
<br />WELDS (AS DEFINFD BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF
<br />EQUIP
<br />EQU PMENT
<br />RM
<br />ROOM
<br />REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN LLECTRODES WELDING OF GRADE 40
<br />E W,
<br />EACH WAY
<br />RO
<br />ROUGH OPENING
<br />RENFORCING BARS (IF RE.QUNI D) SHALL BE PERFORMED USING E70 XX ELECTRODES WELDING
<br />EXT
<br />EXTERIOR
<br />WITHIN 4' OF COLD BENDS IN REINFORCING STEEL 1S NOT PERMITTED SEE REINFORCING NOTE
<br />SCH
<br />SCHEDULE
<br />FORMATERAI RFOUIRFMFNTSOF WELDEDSARS
<br />FIN
<br />FINISH
<br />BHT
<br />SHEET
<br />FLUOR
<br />FLUORESCENT
<br />SIM
<br />S;M:LAR
<br />6- COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE. SHOWN ON
<br />FLR
<br />FLOOR
<br />SPEC
<br />SPECIFICATION
<br />THE PUNS PROVIDE MINIMUM SECTION PROPERTIES !ND+C.ATFD ALL COLD -FORMED STEEL
<br />F.S
<br />FAR SOF
<br />SF
<br />SQUARE FOOT
<br />FRAMING SHALL CONFORM I O THL AI S I 'SPECIFICATION FOR THE DESIGN OF COLD-FORMLD
<br />fl
<br />FOOT
<br />SS
<br />STAINLESS STEEL
<br />STEEL STRUCTURAL MEMBERS.'
<br />STL
<br />STEEL
<br />GA
<br />GAUGE
<br />STRUCT
<br />STRUCTURAL
<br />7 BOX TED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 SOL IS (3M• DA I AND SHALL HAVE A
<br />CALV
<br />GALVANIZED
<br />STU
<br />STANDARD
<br />MINIMUM OF TWO BOLTS UNIT SS NOTED OTHERWISE-
<br />G.0
<br />GENERAL CONTRACTOR
<br />SO FT
<br />SQUARE FOOT
<br />GRNO
<br />GROUND
<br />SOIN
<br />SQUARE INCH
<br />8. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE SIT DA ASTMA307SOLTS
<br />GYPSO
<br />GYPSUM WALL BOARD
<br />SUSP
<br />SUSPENDED
<br />UNLESS NOTED OTHERWISE
<br />HIORZ
<br />HORZON?AL
<br />THK
<br />THICK
<br />S. ALI SIEEL WORK SHALL BL PAINTED IN ACCORDANCE WITH THE DESRiNAGONSiRUCI)ON
<br />HR
<br />HOUR
<br />THRL
<br />IHROUGH
<br />SPEOF'CATIONAND'N ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE
<br />M
<br />HL.GH7
<br />TNNG
<br />VNNED
<br />HVAC
<br />HEATING VEN1l AfICXN
<br />To
<br />TOP 01
<br />10 ALL WELDS TO BE. 19' FILLET UNLESS NOTED OTHERWISE
<br />AIR CONDITIONING
<br />T.OS
<br />TOP OF STEEL
<br />TYP
<br />TYPICAL
<br />11 TOUCH UP ALL FIELD DRIW NG AND WELDING WITH 2 COATS OF GAL VACON (ZINC RICH PANT) OR
<br />if)
<br />INSIDE DIAMETER
<br />APPROVEDEQUAL
<br />IN
<br />INCH
<br />LT40
<br />UNLESS NOTED OTHERWISE
<br />INFO
<br />INFORMATION
<br />TOWER/POLE NOTES.
<br />INSUL
<br />'"REFLATION
<br />VERT
<br />VERTICAL
<br />INN
<br />!NTCRIOR
<br />V.1F
<br />VERIFY 44 FIELD
<br />IBC
<br />INTERNATIONAL SUIT DING CODE
<br />VERIFICATION THAT THI PROPOSE ()TCW7=RI CAN SUPPOR- THE PROPOSED ANTENNA
<br />W1
<br />WITH
<br />LOADING+S TO BE DONE BY OTHERS.
<br />Las
<br />POUNDS
<br />Wro
<br />WITHOUT
<br />WP
<br />WATERPROOF
<br />2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES 10 THE ELEVATION OF ALL INITIAL AND
<br />FUTURE ANTENNAS ANTFNNA COAX CABLES ARE TO SE SUPPORTED AND RESTRANFO AT THE
<br />CENTERS SUITABLE TO THE MANUFACTURER'S REQU.REMENTS
<br />ABBREVIATED ROOFTOP SAFETY PROCEDURES
<br />P
<br />PLATE N?
<br />o-;---
<br />CHAIN LINK FENCE
<br />(WHEN APPLICABLE):
<br />4
<br />CENTERLINE -'
<br />£HAN.LINK FENCE W1 BARB W:RF
<br />WOODFENCE
<br />(E)
<br />EXISTING r
<br />7
<br />TELEPHONE
<br />(AS PER -ACCIDENT PREVENTION PROGRAM'- BY PERMISSION OF WHEN CONSTRUCTION, INC.-
<br />0 ,
<br />-P
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<br />POWER
<br />IXLIDtl99)
<br />X4
<br />DETAIL NUMBER _ _ _ _ _
<br />_ _ _ _
<br />_ _ GROUND WIRE
<br />- -
<br />SHEET NUMBER
<br />COIPX
<br />COAXIAL CABLE
<br />FALL PROTECTION METHODS AND EQUIPMENT
<br />ROOF TOP INSTALLATIONS
<br />1. FOR WUHOKSBEING PERFORMED WTHSNSOFANIANPR07EC7EDROOF E0GE.THE
<br />SPECIAL
<br />INSPECTIONS:
<br />CONSTRUCTION SUPERVISOR SHALL DESIGNATT A TRAINED SAFETY MONITORTOOBSERVF THE
<br />MOVEME HISANDACTIVIT.ES O THE CONSTRUCTION WORMERS
<br />SPECIAL
<br />INSPECTIONS IN ACCORDANCE WITH
<br />2O15 IBC SECTION 1704
<br />2. SAFETY MON'.TOR SHA-L WARN CONSTRUCTION WORKERS OF HAZARDS I:.E BACK'AIG UP I OWAR;I
<br />.
<br />A ROOF EDGE ETC) OR UNSAFE ACTIVITIES THE SA L 1Y MONITOR MUST BE ON THE SAME ROOF
<br />SOILSIGEOTECHNiCAL:
<br />AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION W'ORI(ERS
<br />❑SHORING INSTALLATION AND MONITORING
<br />❑OBSERVE AND MONITOR EXCAVATION
<br />3 CONSTRUCTON INVOLVING WORKERS TOAPPROACH WTHN6' OR LESSOF AN UNPROTECTED
<br />❑VERIFY SOIL BEARING
<br />psf BEARING
<br />ROOF EDGE. REQUIRES WORKERS -0 ASH: SAf ETY LPIE
<br />❑SUBSURFACE DRAINAGE PLACEMENT
<br />4 SAFETYLINE SHALL SE M.NIMJML'',V DIAMETER NYLON, WITNIA NOMINAL TENSILE STRENGTHCF
<br />❑VERIFY FILL MATERIAL AND COMPACTION
<br />54W LBS
<br />(3VERIFY CONDITIONS AS ANTICIPATED
<br />❑PILE PLACEMENT (AUGER CASTIDRIVEN
<br />PILE)
<br />5 SAFETY 4NfSHALL BEATTACHED TOASUBSTANTIAL MEMBEROFTHESTRUCIURE
<br />❑OTHER
<br />9 SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF
<br />ROOF. BUT NOT BEYOND
<br />REINFORCED CONCRFI"E
<br />❑REINFORCING STEEL AND CONCRETE PLACEMENT
<br />7 SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS
<br />❑PRESTRESSEDIPRECAST CONCRETE FABRIC.AT ION .AND ERECTION
<br />❑BATCH PLANT INSPECTION
<br />6. MONTHLY SAFETY INSPECIONANO MANTENANCE OF THE FALL PROTECTION EQU•PMENTSHA,.
<br />OCCUR BY THE SAFE lY COMMITTEE REPRESENTATIVES, NCLUDING;
<br />❑SHOTCRETE
<br />❑GROUTING
<br />INSPECTION OF- CONSTRUCT ION AREA FOR HAZARDS
<br />❑OTHER
<br />USE OF AN INSPECTAN CHECKLIST
<br />INTERVIEWING COWORKI. RS REGARDING SAFETY CONCERNS
<br />S T RUCTU
<br />RAL STEEL.
<br />REPORTNG AND DOCUMLNTNG ANY HNARDS
<br />REPORTING HAZARDS TO THE SAFETY COMM TTFL FOR CONSIDEFU TKON
<br />❑FABRICATION AND SHOP WELDS
<br />POSTING RESULTS OF INSPECTION AND ANY AZ'TION TAKEN
<br />❑ERECTION AND FIELD WELDS AND BOLTING
<br />RECEIVING AN UNBIASED REVIEWOFONE'S OWN WORK AREA BY ANOTHER COWORKERSAFETY
<br />OOTHER
<br />REPRESENTATIVE
<br />REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
<br />NAT I)rNAI ASSOCIATION OF TOWER ERECTORS 2W0 PUBL!CAIC 'N
<br />STRUCTURAL. ALUMINUM
<br />❑FABRICATION AND SHOP WELDS
<br />REFERFNCEDOSH4AREGWATI)ro5TANDARDS SHALL BE REVIEWEDSY TOWER ERECTORS.
<br />❑ERECTION AND FIELD WELDS AND BOLTING
<br />E(3U;PME'4T INSTALLERS, ANO TOWE.RA t" 10P CONT RACTORSSUBCONTRACTORS
<br />❑OTHER
<br />29 GEN. 19255W-SCOPE, APPLICATION ANDDEF:NO'ONS
<br />-
<br />29 CFR 19N 501 - OV 1Y TO HAVE FALL PROTECTION!
<br />19 CFR 19N 502 -FALL PROTECTON SYSTEMS O%IF. RIA AND PIACT:CES
<br />STRUCTURAL
<br />MASONRY
<br />:^% CALL TWO WORKING DAYS
<br />~ BEFORE YOU DIG ..
<br />811
<br />KAI XONAL UTILITIES UNDERGROUND LOCATE
<br />OCONTINUOUS
<br />OPERIODIC
<br />.OTHER _ -
<br />OTHER_ NONE REQUIRED
<br />ANCHORING TO CONCRETE
<br />❑BOLTS INSTALLED IN CONCRETE
<br />OPOST-INSTALLATION ADHESIVE ANCHORS
<br />(]POST -INSTALLATION MECHANICAL ANCHORS
<br />c=i at&t
<br />Your world. Delivered.
<br />f� Y C0N4N@7�JTONE
<br />16928 WOODINVILI f--RFOMOND RUNE, SUITE 210
<br />WOODNVIAE, WA95072
<br />PHONE. 425.487Ira
<br />WINWIZ RNERSTONE.ENGRCOM
<br />:PROJFCTINFO:
<br />WA6808
<br />EVERETT GOLF
<br />& COUNTRY CLUB
<br />6107 BERKSHIRE DRIVE
<br />EVERETT, WA98203
<br />SNOHOMISH COUNTY
<br />ISSUED FOR
<br />CONSTRUCTION ji
<br />C
<br />rREV::DATE: =ISSUED FOR: BY:�
<br />'DRAWN BY:-CHK., APV.:.
<br />OMO MWO MWO
<br />CURRENT ISSUE DATE
<br />CO3-03-17
<br />=LICENSURE
<br />JURISDICTIONAL APPROVAL:
<br />PROPRIETARY INFORMATION:
<br />W NOT SCALE DRAWNGS. GONTRACTOR INSIST VEFtFY
<br />ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br />F,RRORS AND OM'.SSIONj ALL PREVIOUS ISSRIES 01THIS
<br />DRAWING ARE SUPFRSF DED BY THE i ATF S- RF V'SOON
<br />T1II M(FORMATIOV CONTAINED IN TH S SET OF DOCUMENTS
<br />ISPROPRIFIARY BY NATURE ANY USIF OROISCLOSURE
<br />OTHER THAN W'F41CH 1S RELATED TO NAL. O CLIENT IS
<br />STROCTLY PROHIBITED
<br />DRAWING TITLE -
<br />GENERAL NOTES
<br />=DRAWING NUMBER-
<br />G-1
<br />0
<br />CEI JOB NUMBER:
<br />LTE 3C-4C
<br />16-09217
<br />yo
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