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DESIGN CRITERIA: STRUCTURAL STEEL NOTES: ABBREVIATED ROOF TOP SAFETY PROCEDURES SYMBOLS AND ABBREVIATIONS N
<br /> 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND THE (WHEN APPLICABLE: A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD G1
<br /> THE INTERNATIONAL BUILDING CODE 2012 WITH WASHINGTON STATE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. AGL ABOVE FINISH GRADE HR HOUR PROJ PROJECT > U
<br /> BUILDING CODE AMENDMENTS (2012) APPROX APPROXIMATELY M HEIGHT PROP PROPERTY
<br /> HVAC HEATING PT PRESSURE TREATED d
<br /> 7 FI I M AN EQUIPMENT ROOF TOP INSTALLATIONS.
<br /> 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, FALL PROTECTION METHODS D EOU
<br /> RED 2. DESIGN LOADS: HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION BLDG BUILDING VENTILATION RED Q 2
<br /> ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, 1. FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND BLK BLOCKING AIR CONDITIONING RM ROOM
<br /> DESIGN DATA FOR MARYSVILLE. WASHINGTON FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. OWNER REQUIREMENTS. ID INSIDE DIAMETER RO ROUGH OPENING
<br /> SUPERVISION SHALL BE IN ACCORDANCE WITH 2003 IBC CHAPTER 22, BY A QUALIFIED CLG CEILING
<br /> -ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION) TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE 2. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CLR CLEAR IN INCH 0 Z
<br /> -BASIC WIND SPEED 85 MPH FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE CONC CONCRETE INFO INFORMATION SHT SHEET
<br /> -WIND EXPOSURE C THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. CONST CONSTRUCTION IN
<br /> INSULATION SIM SIMILAR S r
<br /> -SEISMIC ZONE D 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONT CONTINUOUS INT INTERIOR SPEC SPECIFICATION ? Q
<br /> 3, SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP IBC INTERNATIONAL SF SQUARE FOOT `
<br /> 4. TYPE OF MEMBER TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON DBL DOUBLE BUILDING CODE Ss STL STEEL ESS STEELID
<br /> THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION DIA DIAMETER STRUCT STRUCTURAL J U
<br /> A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 WORKERS. DIAL DIAGONAL LBS POUNDS Q
<br /> CONCRETE NOTES: A. OTHER SHAPES, PLATES,ANGLES, AND RODS ASTM A36, Fy 36 KSI ON DOWN
<br /> STD STUD
<br /> B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI DET DETAIL MAX MAXIMUM SUSP SUSPENDED
<br /> 1, ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH C. PIPE COLUMNS ASTM A53, Fy 3550K 4. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN DWG DRAWING MECH MECHANICAL
<br /> UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. MTL METAL THRU THROUGH
<br /> ACI-318. D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI TNNG TINNED
<br /> EA EACH MFR MANUFACTURE N
<br /> E. ANCHOR BOLTS ASTM A325 ELEV ELEVATION MGR MANAGER TYP TYPICAL 0
<br /> 2 CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN E CONNECTION BOLTS ASTM A325 TWIST-OFF-TYPE Z N
<br /> ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC WITH WASHINGTON 5. SAFETY LINE SHAH BE MINIMUM 1/2"DIAMETER NYLON, WITH A NOMINAL TENSILE ELEC ELECTRICAL MIN MINIMUM UNO UNLESS NOTED
<br /> AMENDMENTS. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE STRENGTH OF 5400 LBS. EQ EQUAL MISC MISCELLANEOUS Q)
<br /> AS FOLLOWS UNLESS OTHERWISE NOTED. 5. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL EXPOSED TO OTHERWISE W
<br /> WEATHER AND WHERE NOTED. EQUIP EQUIPMENT
<br /> EXT EXTERIOR NA NOT APPLICABLE
<br /> S. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. NIC NOT IN CONTRACT VERT VERTICAL
<br /> 28 DAY STRENGTHS W/C RATIO MINIMUM CEMENT CONTENT 119
<br /> 6. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL FIN FINISH NTS NOT TO SCALE VIE VERIFY IN FIELD 1))))
<br /> (f'c) PER CUBIC YARD BE PERFORMED BY ANSI/AWS CIA CERTIFIED WELDERS USING E70 XX ELECTRODES. 7. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE FLUOR FLOURESCENT
<br /> ONLY PREQUALIFIED WELDS(AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE OF ROOF, BUT NOT BEYOND. FLR FLOOR OC ON CENTER W/ WITH
<br /> 2,500 PSI 5.45 5 i/2 SACKS 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN FT FOOT OD OUTSIDE DIAMETER W/O WITHOUT
<br /> ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE B. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. Wp WATER PROOF
<br /> CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4"OF COLD BENDS IN GA GAUGE
<br /> REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIALGALV GALVANIZED
<br /> 9. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT
<br /> REQUIREMENTS OF WELDED BARS. GC GENERAL CONTRACTOR
<br /> 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES. INCLUDING: GRIND GROUND
<br /> FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 7, COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE GYP BD GYPSUM WALL BOARD
<br /> 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL INSPECTION OF CONSTRUCTION AREA FOR HAZARDS
<br /> AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION FOR USE OF AN INSPECTION CHECKLIST
<br /> C260, C494, C618, C989 AND C1017. CONCRETE EXPOSED TO THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
<br /> FREEZING AND THAWING WHILE MOIST SHALL BE AIR ENTRAINED IN REPORTING AND DOCUMENTING ANY HAZARDS T- TELEPHONE
<br /> ACCORDANCE WITH ACI 318,SECTION 4.4.1. 8. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4" DIA.) AND REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION P- POWER C A MD.�
<br /> SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN -G- GROUND WIRE �ii��i
<br /> 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER -COAX- COAXIAL CABLE ASSOCIATES
<br /> SUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS 9. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 COWORKER SAFETY REPRESENTATIVE
<br /> SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40,
<br /> BOLTS UNLESS NOTED OTHERWISE. ® ANTENNA
<br /> fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS 19401 40TH AVE.W.,SUITE 304
<br /> TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING 10. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN ACCORDANCE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER LV NNWOOD,WA 98036
<br /> COMPLYING WITH ASTM A615(Si) MAY BE WELDED ONLY IF MATERIAL WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTEN ERECTORS 2000 PUBLICATION E CENTERLINE PHONE:(425)740-6392
<br /> PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING INSTRUCTIONS. REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, LEI EXISTING FAX:(425))22,1-1614
<br /> PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. (N� NEW WWW.CAMPASSOC.COM
<br /> 11. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS X DETAIL NUMBER
<br /> 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND 29 CFR 1926.500 - SCOPE,APPLICATION,AND DEFINITIONS SHEET NUMBER
<br /> BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL 12. TOUCH UP ALL FIELD DRILLING ,WELDING AND CUT SURFACES WITH 2 COATS OF
<br /> CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION DATE: 2129/'E
<br /> MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES
<br /> INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR DRAWN BY: �1
<br /> A MINIMUM OF V-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A TOWER/POLE NOTES: CHECKED BY:
<br /> MINIMUM OF 8"AT SIDES AND ENDS.
<br /> 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA
<br /> LOADING IS TO BE DONE BY OTHERS.
<br /> B. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL REVISIONS
<br /> A615, GRADE 60, fy=60,000 PSI. AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND REV.: DATE: 3CR:PTON: BY:
<br /> 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ISSUED FOR
<br /> BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE 01/28/16 REVIEW GA
<br /> CONSULTANT. D2/09/i6 ISSUED FOR
<br /> FINAL GA
<br /> 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
<br /> FOLLOWS:
<br /> NOTE:
<br /> -FOOTINGS AND OTHER UNFORMED STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PRECEDENCE
<br /> SURFACES, EARTH FACE 3" OVER ALL DRAWINGS AND NOTES.
<br /> -FORMED SURFACES EXPOSED (N6 BARS OR LARGER) 2"
<br /> TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2-
<br /> -SLABS AND WALLS (INTERIOR FACE) 3/4" SPECIAL INSPECTIONS:
<br /> 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN
<br /> INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION, AS
<br /> 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. REQUIRED BY THE 2009 IBC SECTION 1704 WITH WASHINGTON AMENDMENTS FOR THE
<br /> FOLLOWING: -7
<br /> 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. A. CONCRETE: PROVIDE SPECIAL INSPECTION PER 1704.4 7727
<br /> 2
<br /> 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED I. TAKE CONCRETE TEST SPECIMENS DURING THE PLACING OF STRUCTURAL REGISTERED
<br /> ACCORDANCEMANUFACTURWITH DTHE SHALL
<br /> MANUFACTUBER'S PUBLISHEDAND PLACED NSTRICT RECOMMENDATIONS. GRADE AREGNOT STRUCTURAL STRUCTURAL
<br /> ELEMENTS.CONCRETE. EXTERIOR AND INTERIOR SLABS ON ARCHI ECT
<br /> GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
<br /> WHICH IT IS PLACED (3,000 PSI MINIMUM). ii. VERIFY REINFORCING SIZE, PLACEMENT,AND GRADE.
<br /> 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS B. BOLTS AND ANCHORS IN CONCRETE:
<br /> REOUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER 1. HOLDDOWN ANCHORS BOLTS: INSPECT SIZE, LENGTH, HOOK AND TIE TO UL NI
<br /> AND LOCAL JURISDICTION. REINFORCING.
<br /> ii. ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND VT 16 OF ASHINGTON
<br /> INSTALLATION PER MANUFACTURES RECOMMENDATIONS. 01/09/2016
<br /> C. WELDING:
<br /> i. VISUALLY INSPECT ALL STRUCTURAL FIELD AND SHOP WELDING.
<br /> ii. THE SPECIAL INSPECTOR NEED NOT TO BE CONTINUOUSLY PRESENT DURING SN05
<br /> WELDING, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES PAINE FIELD
<br /> AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC 1118 80TH ST SW
<br /> INSPECTIONS ARE MADE OF WORK IN PROGRESS;AND A VISUAL INSPECTION
<br /> OF ALL WELDS IS MADE AFTER COMPLETION OR PRIOR TO SHIPMENT OF SHOP EVERET_, WA 98203
<br /> WELDING.
<br /> 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM
<br /> COMPLIANCE WITH CONTRACT DOCUMENTS.
<br /> SHEET TIT_E
<br /> 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,
<br /> ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR,AND BUILDING OFFICIAL. GENERAL NOTES
<br /> Si E[" '�.JN3CR
<br /> G-2.0
<br /> JOB No. SN05
<br />
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