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DESIGN CRITERIA:
<br />7. THE STRUCTURAL DESIGN D� THIS PROJEC7 IS IN ACCORDANCE WITH
<br />THE !NTERNATIOkAL BUILDING CODE 2072 WiTH WpSHINGTON STA1E
<br />BUILDING CODE ANENOMEN'S (20�2)
<br />2 DESIGN LOADS�
<br />DESIGN DATA FOR MARYSVILLE, WASHINGTON
<br />-RODF SNOW LOAD N/A (NOi A ROOFTOP SOLUTION)
<br />-BASIC WIND SPEED BS MPH
<br />-WIND EXPOSURE C
<br />-SEISMIC ZONE �
<br />CONCRETE NOTES:
<br />1. ALL CONCRETE CONSTRUCiION SHALL BE IN ACCORDANCE WITH
<br />Ad-318.
<br />2. CONCRETE SHALL BE MiXED, PROPOR'iONEC, CONVEVED AND PLACED iN
<br />ACCORDANCE WITH CHAPT�R 19 OF THE 200� IBC W'��H WASHINGION
<br />AMENDMENTS. S-RE�'GTr.S A? 28 DAYS AND MI% CR'TER�A SNALL BE
<br />AS FOLLOWS UNLESS 0'HERWSE NO?EC.
<br />28 DAV STRENGT�S W/C 3AT10 MINIMUM CEMENT CDNIEN7
<br />(f'c) PER CUBIC YARO
<br />2,500 p5l �.45 5 1�2 SACKS
<br />CEMEN? SHALL BE ASiN� C15�, PORT�qN❑ CEMENT TVPE II U.N.O.
<br />3. THE GENERAL CON'.RA�TOR SHALL St1PERVISE AND BE RESPONSIB�E
<br />FOR THE MEfHODS ANC PROCEDURES OF CONCRE7E PLACEMEN?.
<br />4. ALL CO�tiCRETE wliH SURFACES ExPOSED TO wEATnER SHALL 9E
<br />A�R-EN1RAiNED WITH AN AIR-ENiRAINING AGENT CONFORMING TO ASTf�
<br />C260, C494, C616. C969 AND C.0:7. CONCRETE ExPOSED TO
<br />FREEZING AND 1HAWING W4+ILE M0151 SHALL BE AIR ENTRAINED IN
<br />ACCOR�ANCE WITH ACI 318. SECiION a.4.1.
<br />5. REINFORCING STEEL 51ALL CON�ORM TO ASTM A615 (INCLUDING
<br />SUPPLEMENT 51J, GRADE 60, `y=6�,0�0 PSI. EXCEPTIONS: ANY BARS
<br />SPECIFICALLY 50 NO1:D ON THE DRAWiNGS SHALL BE GRADE 40,
<br />fy=4�,0�0 PSI. GRADE 60 REINFORCInG BARS INDICATED ON DRAWINGS
<br />TO BE WELDED SHALL CONFORN. TO ASTM A706. REINFORCING
<br />COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLV IF MATERIAL
<br />PROPERN REPORTS INDICA7ING CONFORMANCE WITH WELDING
<br />PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED.
<br />6. REMFORCMG STEE� SHALL BE DEiAILED (INCWDING HOOKS AND
<br />BENDS) IN ACCORDANCE wITH AC� 315 AN� 3tB. LAP ALL
<br />CONTINUOUS REINFORCEMENi AT LEAST 30 BAR DIAMETERS OR A
<br />MINIMU�A OF 2'-0". PROVIDE CORN�R 9ARS A1 ALL WALL AND FOOTING
<br />INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DiAME7ERS OR
<br />A MINIMUM OF 2'-0�. LAP ADJACENT MATS OF WEL�ED WiRE FABRIC A
<br />MINIMUM OF 8" AT SIDES AND ENDS.
<br />7. WEL�ED WIRE FABRIC SHALL CO4FORM TO ASTM1 A-185.
<br />8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM
<br />A615, GRADE 60, (y=60,000 PSI.
<br />9. REWFORCWG PARTIALLY EMBEODED IN CONCRE�E SHALL NOT BE FIELD
<br />BENT t1NLESS SPECIPICALLY SO DETAiLED OR APPROVED Bv iHE
<br />CONSULTANT.
<br />10. CONCR�E PR07ECTION (COVER) FOR REINFORCING 5'EE'� SHALL BE AS
<br />FOLLOWS:
<br />-FOO11NG5 AND D?HER UN�ORMED
<br />SURFACES, EARTH FACE 3"
<br />-FORN.ED Sl1RFACES EXPOSED (�f6 BARS OR LARGER) 2"
<br />TO EARTH OR WEATHER (�5 BARS OR SAAALLER) 1-1/2"
<br />-SLABS AND WALLS (INTERIOR FACE) 3/4"
<br />71. BARS SHALL BE SUPPDRTED ON CHAIRS OR DOBIE BRICKS.
<br />12. ANCHOR BOLTS TO CONFORM TO AS�M A307.
<br />13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED
<br />MANUFACTURER AN� SHALL BE MI%ED AN7 PLACE� IN STRICT
<br />nCCORDANCE WITH iHE MANUFACIURER'S PUBLISHED RECOMMENDATIONS.
<br />GROUT STRENGTH SHALL BE AT LEAS1 EOUAL TO THE MATERIAL ON
<br />WHICH IT IS PLACED (3,000 PS�� MINIMUM).
<br />14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. A�HESNE ANCHORS
<br />REQUIRE TESTING TO CONFiRU CAPACiTY UNLESS WANED BY ENGINEER
<br />AND LOCAL JURISDICTION.
<br />STRUCTURAL STEEL NOTES:
<br />,. SHCF DRAWINGS =�R STRUC'JRAL S'EEL SHALL BE SUBMIiTED TO AT&T AND THE
<br />CONSULTAN7 �OR REv'EW PR�OR TC fABRiCATiON.
<br />2 STRUCIURAL STEEL DESIGN, FABRICATiON AND ERECTiON (iNCLUDING FIELD WELDING,
<br />HIGH STRENGIH FIELD BOLiiNG, EXPANSION BOLTS, AND THREADED E%PANSION
<br />ANCHORS) SHALL BE BASED ON 1HE A,I.S.�. "SPECIFICATIDN FOR THE DESIGN,
<br />FABRICA710N, AND ERECTiON OF STRLCTORAL STEEL FOR BUILDINGS" LATEST EDITION.
<br />P RVI I N HA IN A^ R AN WITh, I HAPT R Y IFI
<br />SU E 50 5 LL BE .,CO D CE 2003 BC C E 22 B A OUAL ED
<br />TESTING AGENCV DE9GNA�ED 8'! 1HE CONSULTANT. THE CONSULTAN7 SHALL BE
<br />FURNISHED WITH A COPv OP AL� WSPE�TION REPORiS AND TEST REStILTS.
<br />3. STRUCTURAL STEEL SHALL CONFORM TO TME FOLLOWING REQUIREMENTS:
<br />4. TYPE OF MEMBER
<br />A. WIDE FLANGE SHAPES ASTM A992, GRADE 50
<br />A. OTHER SHAPES, PLAiES, ANGLES, AND RODS ASTM A3fi, Fy 36 KSI
<br />B. SPECIAL SHAPES AND P�qTES ASTM A572, Fy 50 K51
<br />C. PIPE COLUMNS ASTM A53, Fy 35 KSI
<br />D. STRUCTURAL TUBING ASTM A500, Fy 46 K51
<br />E. ANCHOR BOLTS ASTM A307
<br />P. CONNECTION BOLTS ASTM A325 TWIST-0FF-ttPE
<br />5. HOT �IP GALVANIZE ARER FABRICA'ION PER Al2}�q123M-00 ALL SiEEL EXPOSED TO
<br />WEATHER AN� WHERE NOTED.
<br />6. A�L WELDING SHALL BE iN CONFORMANCE WIT4 q,I.S C. AND AWS STAN�ARDS AND SHALL
<br />BE PERFORMED BY ANSI�AWS D1.1 CERTIFIED WELJERS USING E70 XX cL�CTRODES.
<br />ONLY PREOUAUFIED WELDS (AS DEFWED BY AWS) 5'iALL BE USED. WELDING OF GRADE
<br />60 REINFORCING 9AR5 (IF REQl11RED) SHALL BE P�RFORMED USING LOW HYDROGEN
<br />ELECTRO�ES WEL�ING OF GRA�E 40 REWFORC:NG BARS (IF ReO�JIRED) SHALL BE
<br />PER�ORMED USING E70 X% ELECiRCDES. WELDiNG WiTHIN 4" OF COLD BENDS M
<br />REINFORC'�NG S'EEL IS NOT PERMIT7ED. SEE REINFORCING NOiE FOR MATERIAL
<br />REOUIREMENIS OF WELDED BARS.
<br />7. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, 512E. AND GAGE
<br />SHOWN ON 1HE PLANS. PROVID� N�INIM;IAn SECTIGN PROPERTIES INDICA'ED. ALL
<br />COLD-FORMED STEEL FRAMIn'G S4ALL CONFORN. TO THE A.I.5.5. "SP[CIFICATION FOR
<br />7HE DESIGN OF COLD-FORMED STEEL S7RUCTURAL MEMBERS."
<br />8. BOLTED CDNNEC1iON5 SHALL USE BEARING n'PE ASTM A325 BOLTS (3/4" DIA.) AND
<br />SHALL HAVE A MINIMUM OF 1W0 BOL�S UNLESS NOiED OTHERWISE.
<br />9. NON-STRUCTURAL CONNtCT10N5 FOR 5'�EL GRATING MAY USE 5/8" DIA. ASTM A307
<br />BOLTS UNLESS NOiEJ OTHERW6E.
<br />l0. (UNLESS NOTED OTHERWISE). PREPARAiION AND PAINTING SHALL BE IN ACCORDANCE
<br />WITH THE SPECIFICATION AND iN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN
<br />INSTRUCTIONS.
<br />1�. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE.
<br />12 TOUCH UP ALL FIELD DRIL�ING .WELDING AND CUT SURFACES Wi7H 2 COATS OP
<br />GALVACON (ZINC RICH PAINT) OR APPROVED EQL'AL
<br />TOWER/POLE NOTES:
<br />1. VERIFICATION TN�AT 1HE EXISiIVG -OWER/�OLE CAN SUPPORi THE PRCPOSED ANTENNA
<br />LOADiNG i5 TO BE DONE 8� OT=��S.
<br />2. PROVIDE SUPPORTS FOR iH� AN"tNNA COAX CABLES TO iHE �'�EVATiOti 0% ALL INIiIAL
<br />AND FUTURE ANiENNAS. Atv'TENNA COAX CABLES ARE TO 9E SJPPOR'EO AND
<br />RES�RAINED Ai -HE CE�\'TERS SUITA9LE �0 'HE MA\JFAC?URER'S R�Qu!R�MENTS.
<br />NOTE:
<br />STRUCTURAL DRAWINGS AND NOT�S SHALL "AKE PRECEDENCE I
<br />OVER ALL DRAW'iNGS AND NO1ES. i
<br />SPECIAL INSPECTIONS:
<br />1. CONTRACTOR SHALL PROVIDE REOUIRED SPECIAL INSPECTi0N5 PERFORMED BY AN
<br />INDEPENDENT INSPECTOR, APPROVED BV Ai&1 AND THE LOCAL J1IRISDICTION, AS
<br />REOUIRED BY THE 2009 IBC SECTION �704 WITH WASHINGTON AMENDMEMS FOR 7HE
<br />FOLLDWING�.
<br />A. CONCRETE: PROVIDE SPECIAL INSPECTION PER 1704.4
<br />i. TAKE CDNCREIE TEST SPECIMENS �URING THE PLACING OF STRl1CT11RAL
<br />REINFORCING AND STRUCIURAL CONCRETE EXTERIOR AND MTERIOR SLABS ON
<br />GRADE ARE NOi STRU�TURAL ELEMENTS.
<br />u. VERIFV RE'NFORCING SIZE, PLACEMENT, AN� GRADE.
<br />B. BOLTS AND ANCHORS IN CONCRE?E:
<br />�. HOLDDOWN ANCHORS BOLiS: INSPECI SIZE, LENGTH, HOCK AND TIE TO
<br />REINFORCING
<br />��. ADHESiVE ANCHORS�. INS?ECT HOLE S�Z_, �EPTH, C�_EAti'JNE55, AND
<br />INSTA'�'�_A1'�ON °ER �U�ANJFACiUR=S RECOMMENDATIONS.
<br />C. WELDING�
<br />i. V15:1ALL`! I�SFE�' AL'�_ 5"�7��TURA, �I_�p AND SHOP WELDING,
<br />��. T��.E SPEQA� uSPECiOR ti�ED �\J' �0 9� CO\TINUOUS_Y ?RESENT D'JR�NG
<br />WELJING, FROVIDED iHE MA'�RIALS, OUAU=��A'.CNS 0= WELDING PROCEDURES
<br />AND WELDERS ARE VERiFiED �RiOR TO T'r.E START OF WORK; PERIO�!C
<br />INSPECT'.ONS AR; MADG OF WORK IN PROGRE55; AND q VISUAL INSPECi:ON
<br />OF ALL WE_DS '.S NADt Af"fER COM�L�T'��On OR PRIOR i0 SHIP�AEM1T OF SHOP
<br />wE�oiNc
<br />2. PROVIDE SPECIAL INSPECTIO\�S FOR OTHER '.TENS NOTED ON DRAWINGS i0 CONFIRM
<br />COMPLIANCE WITH CONiRACT DOC�MENTS.
<br />3. THE SPECIAL ��VSPEC�DR Sr,n�_L PROVIDE A COPv OF THE REPORT TO THE OWNER,
<br />ARCHITECT, S7RUC'URAL ENGINEER, CON?RACTOR. AND 6UILDING OFFlCIAL.
<br />ABBREVIATED ROOF TOP SAFETY PROCEDURES
<br />(WHEN APPLICABLE:
<br />FALL PROTEC110N MEIHODS ANJ ECUIoMEN? ROOF TOP INSTALLATIONS.
<br />t. FALL PRO1EC110N METHODS TO BE PER :EDERAL, STATE, LOCAL, OSHA, AT&T AND
<br />OWNER REOUIREMEk�S,
<br />2. FOR WORK IS BEING PEPFORMED WITHIN 25' OF AN UNPROTECTED ROOF E�GE, THE
<br />CONSTRIJCTION Sl1PERVISOR SHALL DESIGNATE A TRAINED SAFE7V MONITOR TO OBSERVE
<br />THE MOVEMENTS AND ACiIVI11E5 OF THE CONSTRUCTION WORKERS.
<br />3. SAFETY MONIiOR SHALL WARN CONSIRUCTION WORKERS OF HAZARDS (I.E., BACKING UP
<br />TDWARD A RDOF EDGE, ETC.) OR 'JNSA�E ACTIVITIES. THE SAFEfV MONITOR MUST BE DN
<br />THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION
<br />WORKERS.
<br />4. CONSTRUCTION INVOLVING WORK:.RS TO APPROACH WI'HIN 6' OR LE55 OF AN
<br />UNPROTECTED ROOf ED�E, REQUIRES WORKERS TO USE SAFEN LWE.
<br />5. SAFETY LINE SHALL BE MINIMUM 1/2" DIAMETER �l'YLON, WITH A NOMINAL TENSILE
<br />S1REN�TH �F 54�� �85.
<br />6. SAFETY LME SHALL BE ATTACNE� TO A SUaSTANTIAL MEMBER OF 7HE STRUCTURE.
<br />7. SAFETY LINE LENGTH SHALL 9E SET ALLOWING CONSTRJC-iON WORKER TO REACH EDCE
<br />OF R00�, BUT NOT BE�OND.
<br />B. SA�E'Y BELTS SHAL� BE WORN BY ALL CONSTRJCTION WORKERS.
<br />. NTH'�Y AF Y IN P TI N AN MAINT NANC� F'HE FALL PROTECTION EQUIPMEM
<br />9. NO _ 5 E7 5 EC 0 D E � D
<br />SHALL OCCUR 8Y THE SAFETY COMMiTiEE REPRESENTATNES, INCLUDING:
<br />INSPECTION OF CONSTRUCTION AREA FOR �'�AZARDS
<br />USE OF AN INSPECTION CHECKLSi
<br />INTERVIEWING CDWORKERS REGARDING SAFET' CONCERNS
<br />REPORTING AND DOCUMENiING ANV HAZARDS
<br />REPORTING HA2ARD5 �0 TNE SAFET' COMMITiEE FOR CONSiDERATION
<br />POSTING RESULTS OF In�SPECT�ON AND ANY ACTION TAKEN
<br />RECENING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BV ANOTHER
<br />COWORKER SAFETI' R�PRESENTATNE
<br />REFER i0 ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER
<br />ERECTORS 2000 PUBLICATION
<br />REFERENCED OSHA REGULA710N/S7ANDARDS SHALL BE REVIEWED BY TOWER ERECTORS,
<br />EOUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS
<br />29 CFR 1926.500 - SCOPE, APPLICATiON, AND DEFINITIONS
<br />29 CFR 1926.501 - DUTY TO HAVE FALL PROTECIION
<br />19 CFR 1926.502 - FALL PROTECTIOtv S�SIEIJS CRITERIA AND PRACTICES
<br />SYMBOLS AND ABBREVIATIONS
<br />A/C AIR CONDITIONING HORZ 'nORIZDN"AL
<br />AGL ABOVE FiNiSa GRADE HR HOUR
<br />APPR�X APPROXiMA'E'�_Y HT HEIGHT
<br />HVAC HEATING
<br />BLDC BUILDiNG VENTiLAiiON
<br />BLK BLOCKING AIR CONDITIONING
<br />CLG CEILWG ID iNSIDE DIAMETER
<br />CLR CLEAR IN INCH
<br />CONC CONCRETE INFO INFORMATION
<br />CONST CONSTRUCTION INSUL INSULATION
<br />CONT CON�INUOUS INT INTERIOR
<br />iBC INTERNATIONAL
<br />DBL DOUBLE BUILDING CODE
<br />DIA DIAMETER
<br />DIAG DIAGONAL LBS POUNDS
<br />oN oowN
<br />DET DETAIL MAX MAXIMUM
<br />DWG DRAWING MECN MECHANIC/+L
<br />MTL METAL
<br />EA EACH MFR MANUFACTURE
<br />ELEV ELEVATION MGR MANAGER
<br />ELEC ELECTRICAL MIN MINIMUM
<br />EO EOUAL MISC MISCELLAN�OUS
<br />EOUIP EQUIPMENT
<br />EXT E%TERIOR NA NOT APPL!CABLE
<br />NIC NOT IN CONTRACT
<br />fIN F!NISH NTS NOT TO SCALE
<br />FLUOR FLOURFSCENT
<br />fLR F�_OOR CC ON CENTER
<br />fT FOOT OD Ol:TS'�.�JE D'.AN�E"ER
<br />GA GAUGE
<br />GALV GALVANIZEC
<br />GC GENERAL CON?RACTOR
<br />GRND GROUND
<br />GYP BD G1'PSUM WALL 9CARD
<br />- T - TELEPHpN�
<br />- p POWER
<br />- G - GRO'JND WIRE
<br />C�AX- COA%�iAL CABLE
<br />� ANTENNA
<br />� CENTERLME
<br />�E� E%ISTING
<br />�N� NEW
<br />� DETAIL NUMBER
<br />SHEET NUMBER
<br />PLYW� PLYWOOD
<br />PROJ PROJECT
<br />PROP PROPER7Y
<br />PT PRESSURE TREAiE�
<br />REO REOUIRED
<br />RM ROOM
<br />RO ROUGH OPENING
<br />SHT SHEET
<br />SIM SIU,ILAR
<br />SPEC SPECIFICATION
<br />SF SQUARE F00T
<br />SS STAWLESS STEEL
<br />STL STEEL
<br />STRUCT STRUCTURAL
<br />STD STUD
<br />SUSP SUSPENDED
<br />THRII THRDUGH
<br />TNNG TINNED
<br />TYP TYPICAL
<br />UN� UNLESS NOTE�
<br />OTHERWISE
<br />VERT VERTICAL
<br />VIF VERIFY W FIELD
<br />w/ WITH
<br />W�p WITHOUT
<br />�yp WATER PROOF
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<br />LYNNWOOD, WA98036
<br />PHONE (425) 740-6392
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<br />DATE 04/�3/16
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<br />REVISIONS
<br />REV.: DA�E: DSCRI?'iON� 9v-.
<br />i55;;�D FOR
<br />CD R�VIEW
<br />ISSUED FOR
<br />FIhAI PFRI1
<br />REGISTERED
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<br />�UL NI
<br />OF ASHINGTON
<br />04/1912U16
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<br />UTILiTv POLE iN ROW
<br />ADJACENT 70:
<br />2020 LAKE !�E G�'TS DR
<br />EVERE-f, WA 98206
<br />SHEET TITLE
<br />GENERALNOTES
<br />SHEET NUNBER
<br />G-2.0
<br />.� � W�se,
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