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DESIGN CRITERIA:
<br />1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH
<br />THE IN7ERNATIONA� BUILDING CODE 2012 WITH WASHINGTON STATE
<br />BUILDING CODE AMENDMENTS (2012)
<br />2. DESIGN LOADS:
<br />DESIGN DATA FOR MARYSVILLE, WASHMGTON
<br />-ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION)
<br />-BASIC WIND SPEE� 85 MPH
<br />-WIND EXPOSURE C
<br />-SEISMIC ZONE D
<br />CONCRETE NOTES:
<br />1. ALL CONCREfE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
<br />ACI-318.
<br />2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AN� PLACED IN
<br />ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC WITH WASHINGTON
<br />AMENDMENTS. STRENGTHS AT 28 DAK AND MIX CRITERIA SHALL BE
<br />AS fOLLOWS UNLESS OTHERWISE NOTED.
<br />28 DAY STRENGTHS W/C RATIO MINIMUM CEMENT CONTENT
<br />(f'c) PER CUBIC YARD
<br />2,500 PSI G.45 5 1/2 SACKS
<br />CEMENT SHALL BE ASTM C150, PORTLAND CEMENT NPE II U.N.O.
<br />3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE
<br />FOR THE METHODS AND PROCEDURES OP CONCREfE PLACEMENT.
<br />4. ALL CONCRETE WITH SURFACES EXPOSED TO WEP.THER SHALL BE
<br />AIR-ENTRAINED WITH AN AIR-ENTR4INING AGENT CONFORMING TO ASTM
<br />C260, C494, C618, C989 AND C1017. CONCREfE E%POSED TO
<br />FREEZING AND THAWING WHILE MOIST SHALL BE AIR ENTRAINED IN
<br />ACCORDANCE WITH ACI 318, SECTION 4.4.1.
<br />5. REINFORCING SiEEL SHALL CONFORM TO AST�1 A615 (INCLUDING
<br />SUPPLEMENi S1), GR4DE 6Q fy=60,000 PSL EXCEPTIONS: ANY BARS
<br />SPECIFlCALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40,
<br />fy=40,000 P51. GRADE 60 REMFORCING BARS INDICATED ON ORAWINGS
<br />TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING
<br />COMPLYING WITH ASTM A615(51) MAY BE WELDED ONLY IF MATERI,4�
<br />PROPERtt REPORTS INDICATING CONFORMANCE WITH WELDMG
<br />PROCEDURES SPECIPIED IN a.w.5. D14 ARE SUBMITTED.
<br />6. REWFORCING STEEL SHALL BE DEfAILED (MCLUDING HOOKS AND
<br />BENDS) IN ACCORDANCE WITH AC7 315 AND 318. LAP ALL
<br />CONTINUOUS REINFORCEMENT AT LEAST }0 6AR DIAMEfERS OR A
<br />MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING
<br />WTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMEfERS OR
<br />A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A
<br />MINIMUM OF 8" AT SIDES AND ENDS.
<br />7. WELDED WIRE FABRIC SHALL CONFORM TO lS7M A-185.
<br />B. SPIRAL REMFORCEMENT SHALL BE PlAIN WIRE CONFORMING TO ASTM
<br />A615, GR4DE 60, fy=60,000 PSI.
<br />9. REWFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOi BE RELD
<br />BENT UNLESS SPECIFICALLY SO DETNLED OR APPROVED BY THE
<br />CONSULTANT.
<br />70. CONCRETE PROTECTION (COVER) FOR REWFORCING STEEL SNALL BE AS
<br />FOLLOWS:
<br />-FOOTINGS AND OTHER UNFORMED
<br />SURFACES, EARTH FACE 3"
<br />-FORMED SURFACES E%POSED (�'6 BARS OR LARGER) 2"
<br />TO EARTH OR WEATHER (�'5 BARS OR SMALLER) t-1/2"
<br />-SLABS AND WALLS (WTERIOR FACE) 3/4'
<br />11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
<br />12. ANCHOR BOLTS TO CONFORM TO ASTM A307.
<br />13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED
<br />MANUFACTURER AND SHALL BE MI%ED AND PLACED IN STRICT
<br />ACCORDANCE WITH THE MANUFACTURER'S PUBUSHED RECOMMENDATIONS.
<br />GROUT STRENGTH SHALL BE AT LEAST E�UAL TO THE MATERIAL ON
<br />WHICH IT IS PLACED (3,�OD PSI MINIMUM�.
<br />14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS
<br />REQUIRE TESTING TO CONFlRM CAPACITY UNLESS WANED BY ENGINEER
<br />AND LOCAL JURISDICTION.
<br />STRUCTURAL STEEL NOTES:
<br />7. SHOP DRAWINGS FOR STRUCTl1RAL STEEL SHALL BE SUBMITTED TO AT&7 AND THE
<br />CONSULTANT FOR REVIEW PRIOR TO FABRICATION.
<br />2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING,
<br />HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION
<br />ANCHORS) SHALL BE BASED ON 7HE A.I.S.C. 'SPECIFICATION FOR THE �ESIGN,
<br />FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" L4TEST EDITION.
<br />SUPERVISION SHALL BE IN ACCORDANCE WITH 2O03 IBC CHAPTER 22, BY A QUALIFIED
<br />TESTING AGENCY DESIGNATE� BY THE CONSULTANT. THE CONSULTANT SHALL BE
<br />FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS.
<br />3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REOUIREMENTS:
<br />4. TYPE OF MEMBER
<br />A. WIDE FLANGE SHAPES ASTM A992, GRADE 50
<br />A. OTHER SHAPES, PLATES, ANGLES, AND RODS ASTM AJ6, Fy 36 KSI
<br />B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI
<br />C. PIPE COLUMNS ASTM A53, Fy 35 KSI
<br />D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI
<br />E. ANCHOR BOLTS ASTM A307
<br />F. CONNECTION BOLTS ASTM A325 TWIST-OFF-NPE
<br />5. HOT DIP GALVANIZE AFTER FABRICAiION PER A123/A123M-00 ALL STEEL EXPOSED TO
<br />WEATHER AND WHERE NOTED.
<br />6. ALL WELDING SHA�L BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDAftDS AND SHALL
<br />BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 %% ELECTRODES.
<br />ONLY PRE�UALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING DF GRADE
<br />60 REMFORCING BARS (IP REQUIRED) SHALL BE PERPORMED USING LOW HYDROGEN
<br />ELECTRODES. WELDING OF GRADE 40 REWFORCWG BARS (IF REQUIRED) SHALL BE
<br />PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN
<br />REINFORCWG STEEL IS NOT PERMITTED. SEE REINFORCMG NOTE FOR MATERIAL
<br />RE UIREMENTS OF WE ARS.
<br />Q LDED B
<br />7. COLD-FORMED STEEL FR4MING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE
<br />SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL
<br />COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION FOR
<br />THE DESIGN OF COLD-PORMED STEEL STRUCTURAL MEMBERS."
<br />8. BOLTED CONNECTIONS SHALL USE BEARING NPE ASTM AJ25 BOLTS (3/4" DIA.) AND
<br />SHALL HAVE A MINIMl1M OF iW0 BOLTS UNLESS NOTED OTHERWISE.
<br />9. NON-STRUCTl1RAL CONNECTIONS POR STEEL GRATING MAY IJSE 5/8' DIA. lSTM A307
<br />BOLTS UNLESS NOTED OTHERWISE.
<br />10. (UNLESS NOTED OiHERW6E). PREPARATION AND PAINTING SHALL BE IN ACCORDANCE
<br />WITH THE SPEGPICATION AND IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN
<br />WSTRUCTIONS.
<br />11. ALL WELDS TO BE 1/4" RLLE7 UNLESS NOTED OTHERWISE.
<br />12. TOUCH UP ALL FlELD DRILLING ,WELDING AND CUT SURfACES WITH 2 COATS OF
<br />GALVACON (ZINC RICH PAINT) OR APPROVED EOUAL.
<br />TOWER/POLE NOTES:
<br />1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA
<br />LOADING IS TO BE DONE 8Y OTHERS.
<br />2. PROVIDE SUPPORTS FOR TNE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL
<br />AND fUTURE AMENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED ANO
<br />RESTRAWED AT THE CENTERS SWTABLE TO THE MANUFACTURER'S RE�UIREMENTS.
<br />NOTE
<br />STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PRECEDENCE
<br />OVER ALL DR4WING5 AND NOTES.
<br />SPECIAL INSPECTIONS:
<br />1
<br />2.
<br />3.
<br />CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BV AN
<br />INDEPENDENT INSPECTOR, APPROVED BY AThT AND THE LOCAL JURISDICTION, AS
<br />REOUIRED BY THE 2009 IBC SECTION 1704 WITH WASHINGTON AMENOMENTS FOR THE
<br />FOLLOWING:
<br />A. CONCREfE: PROVIDE SPECIAL WSPECTION PER 7704.4
<br />i. TAKE CONCREfE TEST SPECIMENS DURING THE PLACING OF STRUCTURAL
<br />REINFORCING AND STRUCTURAL CONCRETE. EXTERIOR AND INTERIOR SL485 ON
<br />GR4DE ARE NOT SiRUCiURAL ELEMENiS.
<br />n. VERIFY REINFORCING SIZE, PLACEMENT, AND GR4DE.
<br />B. BOLTS AND ANCHORS IN CONCREfE:
<br />�. HOLDDOWN ANCHORS BOLTS: INSPECT SIZE, LENGTH, HOOK AND TIE TO
<br />REINFORCING.
<br />u. ADHESIVE ANCHORS: INSPECT HOLE S12E, DEPTH, CLEANLMESS, AND
<br />INSTALLATION PER MANUFACTURES RECOMMENDATIONS.
<br />C. WELDING:
<br />�. VISUALLY INSPECT ALL STRUCTURAL FIELD AND $HOP WELDING.
<br />u. THE SPECIAL INSPECTOR NEED NOT TO BE CONTINUOUSLY PRESENT DURING
<br />WELDING. PROVI�ED 7HE MA7ERIALS, QUALIFICATIONS OF WELDING PROCEDURES
<br />AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERiODIC
<br />INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION
<br />OF ALL WELDS IS MADE AFTER COMPLETION OR PRIOR TO $HIPMENT OF SHOP
<br />WELDING.
<br />PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM
<br />COMPLIANCE WITH CONTR4CT DOCUMENTS.
<br />THE SPECIAL INSPECTOR SHALL PROVIDE A COPv OF THE REPORT TO THE OWNER,
<br />ARCHITECT, STRUCTUR4L ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL.
<br />ABBREVIATED ROOF TOP SAFETY PROCEDURES
<br />(WHEN APPLICABLE:
<br />FALL PROTECTION MEfHOD$ AND EQUIPMENT ROOF TOP INSTALLATIONS.
<br />L FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND
<br />OWNER REQUIREMENTS.
<br />2. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE
<br />CONSTRl1CTI0N SUPERVISOR SHALL DESIGNATE A TRAINED SAFEfI' MONITOR TO OBSERVE
<br />THE MOVEMENTS ANO ACTIVITIES OF THE CONSTRUCTION WORKERS.
<br />3. SAFEiY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (LE., BACKING UP
<br />TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFEIY MONITOR MUST BE ON
<br />THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION
<br />WORKERS.
<br />4. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN
<br />UNPROTECTED ROOF E�GE, REQUIRES WORKERS TO USE SAFEfY LWE.
<br />5. SAFEiY LINE SHALL BE MINIMUM 7/2" DIAMETER NYLON, WITH A NOMINAL TENSILE
<br />STRENGTH OF 5400 LBS.
<br />6. SAFEfY LINE SHALL BE ATTACHE� TO A SUBSTANTIAL MEMBER OF THE STRUCTURE.
<br />7. SAFEfY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE
<br />OF ROOF, BUT NOT BEYOND.
<br />8. SAFEiY BELTS SHALL BE WORN 8Y ALL CONSTRUCTION WORKERS.
<br />9. MONTHLY SAFEfI'�NSPECTION AND MAWTENANCE OF THE FALL PROTECTION EQUIPMENT
<br />SHALL OCCUR BY THE SAFEiY COMMITTEE REPRESENTATNES, INCLUDING:
<br />INSPEC710N OF CONSTRUCTION AREA FOR HAZARDS
<br />USE OF AN WSPECTION CHECKLIST
<br />INTERVIEWING COWORKERS REGARDING SAFEfY CONCERNS
<br />REPORTING AND DOCUMENTING ANY HAZARDS
<br />REPORTING HAZARDS TO THE SAFEIY COMMITTEE FOR CONSIDERATION
<br />POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
<br />RECEIVING AN UNB:ASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER
<br />COWORKER SAFEfY REPRESENTATIVE
<br />REFER TO ROOFTOP WORK AREA SAFEIY PROTOCOL NATIONAL ASSOCIATION OF TOWER
<br />ERECTORS 2000 PUBLICATION
<br />REFERENCED OSHA REGUlAT10N/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS,
<br />EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTR4CTORS
<br />29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS
<br />29 CFR 1926.501 - DUTY TO HAVE PALL PROTECTION
<br />19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES
<br />SYMBOLS AND ABBREVIATIONS
<br />A/C AIR CONDITIONING HORZ HORIZONTAL
<br />AGL ABOVE RNISH GRADE HR HOUR
<br />APPROX APPROXIMATELY HT HEIGHT
<br />HVAC HEATING
<br />BLDG BUILDING VENTILATION
<br />BLK BLOCKING AIR CONDITIONING
<br />CLG CEILING ID INSIDE DIAMEfER
<br />CLR CLEAR IN INCH
<br />CONC CONCRE7E INFO INFORMATION
<br />CONST CONSiRUCT10N INSUL INSUL4TION
<br />CONT CONTINl1DUS MT INTERIOR
<br />IBC INTERNATIONAL
<br />DBL DOUBLE BWL�ING CODE
<br />DIA DIAMETER
<br />DIAG �IAGONA� LBS POUNDS
<br />DN DOWN
<br />DET DETAIL MA% MAXIMUM
<br />DWG DRAWING MECH MECHANICAL
<br />MTL METAL
<br />EA EACH MFR MANUFACTURE
<br />ELEV ELEVATION MGR MANAGER
<br />ELEC ELECiRiCAL MIN MINIMUM
<br />EO EQUA! MISC MISCELLANEOUS
<br />EOUIP EOUIPMENT
<br />EXT ExTER10R NA NOT APPLICABLE
<br />NIC NOT IN CONTRACT
<br />FIN FINISH NTS NOT TO SCALE
<br />FLUOR FLOURESCENT
<br />FLR FLOOR OC ON CENTER
<br />FT F00T OD OUTSIOE DIAMEfER
<br />GA GAUGE
<br />GALV GALVANIZED
<br />GC GENER4L CONTR4CTOR
<br />GRND GROUND
<br />GYP BD CYPSUM WALL BOARD
<br />- T - TELEPHONE
<br />- P - POWER
<br />- G - GROUND WIRE
<br />- COA%- COA%IAL CABLE
<br />� ANTENNA
<br />� CENTERLME
<br />�E� EXIS7ING
<br />�N� NEW
<br />� DETAIL NUMBER
<br />SHEET NUMBER
<br />PLYWD PL7WOOD
<br />PROJ PROJECT
<br />PROP PROPERTY
<br />PT PRESSURE TREATED
<br />REQ REQUIRED
<br />RM ROOM
<br />RO ROUGH OPENING
<br />SHT SHEET
<br />SIM SIMIIAR
<br />SPEC SPECIFICATION
<br />SF SOUARE F00T
<br />55 SiAINLESS STEEL
<br />STL S7EEL
<br />STRUCT STRUCTURAL
<br />STD STUD
<br />SUSP SUSPENDED
<br />THRU THROIJGH
<br />TNNG TINNED
<br />NP ttPICAL
<br />UNO UNLESS NOTED
<br />OTHERWISE
<br />VER7 VERTICAL
<br />VIF VERIfY W FICLD
<br />W� WITH
<br />�y�p WITHOUT
<br />yyp WATER PROOF
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<br />'19401 40TH AVE. W., SUITE 304
<br />LYNNWOOD, WA98036
<br />PHONE: (425) /40-6392
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<br />N/W W.CAMPASSOC.COM
<br />DATE: 12/22/15
<br />DRAWN BY: ATD
<br />CHECKED BY: GA
<br />REVISIONS
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<br />SHEET TITLE
<br />GENERALNOTES
<br />SHEET NUMBER
<br />G-2.0
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