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I DESIGN CRITERIA: STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS j
<br /> 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT NC AIR CONDITIONING LBS POUNDS ��
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<br /> INTERNATIONAL BUILDING CODE 2012 WITH WASHINGTON STATE BUILDING FOR REVIEW PRIOR TO FABRICATION. AGL ABOVE FINISH GRADE MAX MAXIMUM
<br /> CODE AMENDMENTS(2012 IBC) APPROX APPROXIMATELY MECH MECHANICAL
<br /> t
<br /> 2. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD WELDING, MTL METALYour World.Delivered.
<br /> 2. DESIGN LOADS: HIGH STRENGTH FIELD BOLTING,EXPANSION BOLTS,AND THREADED EXPANSION BLDG BUILDING MFR MANUFACTURE
<br /> DESIGN DATA FOR SNOHOMISH COUNTY,WA: ANCHORS)SHALL BE BASED ON THE A.I.S.I."SPECIFICATION FOR THE DESIGN, BLK BLOCKING MGR MANAGER -
<br /> FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION. MIN MINIMUM
<br /> -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) SUPERVISION SHALL BE IN ACCORDANCE WITH 2012 IBC CHAPTER 22,BY A QUAUFIED CLG CEIUNG MISC MISCELLANEOUS
<br /> TESTING AGENCY DESIGNATED BY THE CONSULTANT.THE CONSULTANT SHALL BE CLR CLEAR r- 1
<br /> -BASIC WIND SPEED 85 MPH(3 SEC GUST) FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. CONC CONCRETE NA NOT APPLICABLE
<br /> CONST CONSTRUCTION NIC NOT IN CONTRACT
<br /> -WIND EXPOSURE B 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONT CONTINUOUS NTS NOT TO SCALE
<br /> -SEISMIC ZONE D TYPE OF MEMBER DBL DOUBLE OC ON CENTER
<br /> DIA DIAMETER OD OUTSIDE DIAMETER
<br /> A. WES z OWER'
<br /> WIDE FLANGE SHAPE ASTMA•992,Fy 50 KSI DIAG DIAGONAL
<br /> B.OTHER SHAPE,PLATES AND ROD ASTM A36.Fy 36 KSI DN DOWN PPC POWER PROTECTION CABINET
<br /> C.PIPE COLUMNS ASTM ASS,Fy 35 K51 DET DETAIL PROD PROJECT COMMUNICATIONS
<br /> CONCRETE NOTES: D.STRUCTURAL TUBING ASTM A500,Fy 46 KSI DWG DRAWING PROP PROPERTY
<br /> E.ANCHOR BOLTS ASTM A307 PT PRESSURE TREATED
<br /> 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. F.CONNECTION BOLTS ASTM A325 EA EACH REQ REQUIRED
<br /> ELEV ELEVATION RM ROOM
<br /> 2. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. ELEC ELECTRICAL RO ROUGH OPENING
<br /> WITH CHAPTER 19 OF THE 2012 IBC.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL EQ EQUAL
<br /> BE AS FOLLOWS. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I.AND AWS STANDARDS AND SHALL EQUIP EQUIPMENT SHT SHEET
<br /> BE PERFORMED BY WAB.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY EXT EXTERIOR SIM SIMILAR ir 1
<br /> TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT PREQUALIFIED WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 60 SPEC SPECIFICATION BtT G R P
<br /> (f c) RATIO CONTENT REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN FIN FINISH SF SQUARE FOOT
<br /> A, SLABS ON GRADE PER CUBIC YARD ELECTRODES.WELDING OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL BE FLUOR FLUORESCENT SS STAINLESS STEEL 1717 S.BOULDER
<br /> TOPPING SLABS PERFORMED USING E70 XX ELECTRODES.WELDING WITHIN 4'OF COLD BENDS IN FLR FLOOR STL STEEL
<br /> CONCRETE PIERS 2,400 PSI 1.45 5112 SACKS REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE FOR MATERIAL FT FOOT STRUCT STRUCTURAL I SUITE 300
<br /> REQUIREMENTS OF WELDED BARS. STD STUD I TULSA,OK 74119
<br /> B. ALL STRUCTURAL CONCRETE 4,000 PSI .45 81/2 SACKS GA GAUGE SUSP SUSPENDEDI PH: (918)587-4630
<br /> EXCEPT WALLS 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE GALV GALVANIZED www.btgrp.com
<br /> SHOWN ON THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL GC GENERAL CONTRACTOR TNNG TINNED
<br /> C.CONCRETE WALLS 4,000 PSI S.45 61/2 SACKS COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I."SPECIFICATION FOR THE GRND GROUND TIP TYPICAL ---
<br /> DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS? GYP BD GYPSUM WALL BOARD
<br /> UNO UNLESS NOTED
<br /> CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE II U.N.O. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4"DIA.)AND SHALL HORZ HORIZONTAL OTHERWISE
<br /> HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. HR HOUR
<br /> 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE HT HEIGHT VERT VERTICAL WA2821
<br /> METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"DIA.ASTM A307 HVAC HEATING VIF VERIFY IN FIELD
<br /> BOLTS UNLESS NOTED OTHERWISE. VENTILATION � E VE RE T T
<br /> 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIRIRCOONDDITITIONING W/ WITH
<br /> AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494, 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN 8 W/0 WITHOUT
<br /> C618,C989 AND 01017.TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED ID NSIDE DIAMETER WP WATER PROOF
<br /> 1904.2.1 OF THE 2012 IBC. OTHERWISE. IN NCH
<br /> INFO NRWALNUT
<br /> 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT SI), 10. ALL WELDS TO BE 114"FILLET UNLESS NOTED OTHERWISE. INSUL NSULATION
<br /> GRADE 60,fy=60,000 PSI.EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE INT NTERIOR
<br /> DRAWINGS SHALL BE GRADE 40,fy-40,000 PSI.GRADE 60 REINFORCING BARS INDICATED 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH IBC NTERNATIONAL BUILDING CODE
<br /> ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706.REINFORCING PAINT)OR APPROVED EQUAL.
<br /> COMPLYING WITH ASTM A615(S1)MAY BE WELDED ONLY IF MATERIAL PROPERTY
<br /> REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN -UGT-UGT- UNDERGROUND TELCO
<br /> A.W.S.D14 ARE SUBMITTED. -UGP-UGP- UNDERGROUND POWER 3200 20TH STREET
<br /> 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN = _ _ _ _ = GROUND WIRE EVERETT WA 98201
<br /> ACCORDANCE WITH ACI 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST TOWER/POLE NOTES: COAXIAL CABLE
<br /> 30 BAR DIAMETERS OR A MINIMUM OF 2-0".PROVIDE CORNER BARS AT ALL WALL AND 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNAirANTENNA 1
<br /> FOOTING INTERSECTIONS.LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A LOADING IS TO BE DONE BY OTHERS. 1
<br /> MINIMUM OF 7-0".LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8'AT 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND CENTERLINE EXISTING I
<br /> SIDESAND ENDS.
<br /> FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE (E) EXISTING MONOPOLE,
<br /> I 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. (P) PROPOSED
<br /> I 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 60, © DETAIL NUMBER
<br /> ® SHEET NUMBER
<br /> ry so,000psl. ABBREVIATED ROOF TOP SAFETY PROCEDURES L____
<br /> 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT /� PROJECT NO: 90146.001
<br /> UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. (WHEN TEN APPLICABLE): SPECIAL INSPECTIONS:
<br /> 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: (AS PER'ACCIDENT PREVENTION PROGRAM"-BY PERMISSION OF WREN CONSTRUCTION, SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2006 SECTION 1704. CHECKED BY: LRT
<br /> - FOOTINGS AND OTHER UNFORMED INC.-03/01199)
<br /> SURFACES,EARTH FACE 3" FALL PROTECTION METHODS AND EQUIPMENT SOILS/GEOTECHNICAL: ISSUED FOR:
<br /> ['SHORING
<br /> TOP INSTALLATIONS SHORING INSTALLATION AND MONITORING REV DATEDRIN14 DESCRIPTION
<br /> • FORMED SURFACES EXPOSED ['OBSERVE AND MONITOR EXCAVATION
<br /> TO EARTH OR WEATHER (86 BARS OR LARGER) 2" 1. FOR WORK IS BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF OVERIFY SOIL BEARING psf BEARING A 4/10/14 MDW PREIJMINARY
<br /> (85 BARS OR SMALLER) 11/2' EDGE,THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED ❑SUBSURFACE DRAINAGE PLACEMENT B 4/14/14 SMM PRELIMINARY
<br /> SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE ❑VERIFY FILL MATERIAL AND COMP ACTION
<br /> -SLABS AND WALLS(INTERIOR FACE) 3/4" CONSTRUCTION WORKERS. ❑VERIFY CONDITIONS AS ANTICIPATED 0 5/16/14 SIAM CONSTRUCTION
<br /> 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. ❑PILE PLACEMENT(AUGER CAST/DRIVEN PILE) 1 5/28/14 SIAM CONSTRUCTION
<br /> 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS
<br /> 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. (I.E.,BACKING UP TOWARD A ROOF EDGE,ETC.)OR UNSAFE ACTIVITIES. ❑OTHER M
<br /> 2 8/1/14 SM CONSTRUCTION
<br /> THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL --
<br /> o 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. REINFORCED CONCRETE:
<br /> o, SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN6'ORLESS ❑REINFORCING STEEL AND CONCRETE PLACEMENT MT ENGINEERING, INC.
<br /> PUBLISHED RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE OF AN UNPROTECTED ROOF EDGE,REQUIRES WORKERS TO USE SAFETY ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
<br /> MATERIAL ON WHICH IT IS PLACED(3,000 PSI MINIMUM). LINE ['BATCH PLANT INSPECTION
<br /> I ❑SHOTCRETE r. <•�
<br /> 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING 4. SAFETY LINE SHALL BE MINIMUM%'DIAMETER NYLON,WITH A NOMINAL
<br /> m TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER, OGROUTING T
<br /> I TENSILE STRENGTH OF 5400 LBS. ❑OTHER `a0`y O N Ire ' ,
<br /> O 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURAL STEEL: `' OFWASFJf 4��
<br /> STRUCTURE.
<br /> u OFABRICATION AND SHOP WELDS
<br /> m 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER ❑ERECTION AND FIELD WELDS AND BOLTING '�' �O
<br /> 1 TO REACH EDGE OF ROOF.BUT NOT BEYOND. 0 OTHER O �.K'
<br /> N - 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 01 y `�p. •/1 a•
<br /> <-' 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL STRUCTURAL ALUMINUM: ►. „Y A •
<br /> -IJ PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE 161''3. 1
<br /> y REPRESENTATIVES,INCLUDING:
<br /> ❑FABRICATION AND LHOP WELDS N� t'� ;;k-
<br /> ❑OTHERION AND FIELD WELDS AND BOLTING G ��
<br /> ) INSPECTION OF CONSTRUCTION AREA FOR HAZARDS 9 \� �s.
<br /> USE OF AN INSPECTION CHECKUST •/-� C •�• t• r�•�w�`
<br /> INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS , • `V •
<br /> 1
<br /> '9 REPORTING AND DOCUMENTING ANY HAZARDS STRUCTURAL MASONRY: • S�QNAI• ', I
<br /> N REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ❑CONTINUOUS } 1• - ...,,.;,,n,..fi' '
<br /> NI POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN OPERIODIC
<br /> c0 RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER
<br /> .I COWORKER SAFETY REPRESENTATIVE 0 R IS A VIOLATION OF LAW FOR M Y PERSON,
<br /> UNLESS THEY ARE ACTING UNDER THE DIRECTION
<br /> c OF A LICENSED PROFESSIONAL ENGINEER,
<br /> o REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL OTHER: TO ALTER THIS DOCUMENT.
<br /> NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
<br /> 35
<br /> u REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWERERECTORS, ANCHORING TO CONCRETE: SHEET NUMBER: REVISION:
<br /> w EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS
<br /> 29 CFR 1926.500 SCOPE,APPLICATION,FALL PANDDTINITIONS ['BOLTS INSTALLEDLTIIN VEE ^ T /�
<br /> a29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION ❑POST-INSTALLATION ADHESIVE ANCHORS (v-LVI L
<br /> 19 CFR 1926.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES ❑POST-INSTALLATION MECHANICAL ANCHORS
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