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<br /> DESIGN CRITERIA: STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS I ji
<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 CONDMONING LBS POUNDS �&�
<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 /> 2. STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD WELDING, MTL METAL Your 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 QUALIFIED CLG CEILING MISC MISCELLANEOUS _
<br /> TESTING AGENCY DESIGNATED BY THE CONSULTANT.THE CONSULTANT SHALL BE CLR CLEAR I
<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 I
<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 I �1,'�
<br /> DIA DIAMETER OD OUTSIDE DIAMETER
<br /> A.WIDE FLANGE SHAPE ASTMA-992,Fy 50 KSI DIAG DIAGONAL I WES i OWER
<br /> C.PIPE COLUMNSB.OTHER SE,PLATES AND ROD ASTM A53,Fy 35 KSI DET DETAIL PROD PROJECTASTM A36,Fy 36 KSI DN DOWN PPC POWER ROTECTION CABINET C O M M U N I CA T I O N S
<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 PERAI23/A123M-S0. 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 SHY SHEET
<br /> mr
<br /> BE PERFORMED BY WA.B.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY EXT EXTERIOR SIM SIMILAR
<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 B+T GRP I
<br /> (Pc) 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
<br /> TOPPING SLABS PERFORMED USING E70 XX ELECTRODES.WELDING WITHIN 4"OF COLD BENDS IN FLR FLOOR STL STEEL 1717 S.BOULDER
<br /> CONCRETE PIERS 2,400 PSI '.45 51/2 SACKS REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE FOR MATERIAL FT FOOT STRUCT STRUCTURAL SUITE 300
<br /> II REQUIREMENTS OF WELDED BARS. STD STUD TULSA,OK 74119
<br /> B. ALL STRUCTURAL CONCRETE 4,000 PSI .45 61/2 SACKS GA GAUGE SUSP SUSPENDED PH: (918)587-4630
<br /> EXCEPT WALLS 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE GALV GALVANIZED
<br /> SHOWN ON THE PLANS.PROVIDE.MINIMUM SECTION PROPERTIES INDICATED.ALL GC GENERAL CONTRACTOR TNNG TINNED www.blgTp,Com
<br /> C.CONCRETE WALLS 4,000 PSI .45 6 1/2 SACKS COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I."SPECIFICATION FOR THE GRND GROUND TYP TYPICAL I -
<br /> DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." GYP BD GYPSUM WALL BOARD
<br /> UNO UNLESS NOTED I I
<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 I I
<br /> 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. HR HOUR HT HT HEIGHT VERT VERTICAL
<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 /> AI
<br /> 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE BOLTS UNLESS NOTED OTHERWISE. ON
<br /> VERIR CCONDITIONING 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& W/O WITHOUT EVE REIT
<br /> C618,C989 AND C1017.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 NFORMATION WALNUT
<br /> 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1), 10. ALL WELDS TO BE 1/4"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 /> I 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 /> GROUND WIRE EVERETT
<br /> 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN TOWER/POLE NOTES: - - COAXIAL CABLE I >WA 98201
<br /> ACCORDANCE WITH AC1 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST -30 BAR DIAMETERS OR A MINIMUM OF 7-0".PROVIDE CORNER BARS AT ALL WALL AND 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA1rANTENNA
<br /> FOOTING INTERSECTIONS.LAP CORNER BARS AT LEAST 30 BAR DIAMETERS ORA LOADING IS TO BE DONE BY OTHERS.
<br /> MINIMUM OF 7-0".LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8"AT CL CENTERLINE I EXISTING
<br /> SIDES AND ENDS. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND
<br /> (E) EXISTING MONOPOLE I .
<br /> FUTUREANTENNAS.SUITABLE ANTENNANUFXCABLES ARE DIRE SUPPORTED AND RESTRAINED AT THE I
<br /> 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. (P) PROPOSED
<br /> 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615,GRADE 60, © DETAIL NUMBER - I
<br /> fyB0.000 PSL ® SHEET NUMBER II
<br /> ABBREVIATED ROOF TOP SAFETY PROCEDURES I
<br /> 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT ��++ c. ��++1-f ��++T ��++ - PROJECT NO: 90146.001
<br /> UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. (WHEN APPLICABLE): SPECIAL INSPECTIONS:
<br /> IONS:
<br /> 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2006 SECTION 1704. CHECKED BY: LRT
<br /> (AS PER"ACCIDENT PREVENTION PROGRAM"-BY PERMISSION OF WREN CONSTRUCTION,
<br /> -FOOTINGS AND OTHER UNFORMED INC.-03/01/99)
<br /> E SURFACES,EARTH FACE 3" SOILS/GEOTECHNICAL: ISSUED FOR:
<br /> FALL PROTECTION METHODS AND EQUIPMENT ❑SHORING INSTALLATION AND MONITORING
<br /> m ROOF TOP INSTALLATIONS REV DATE DRWN DESCRIPTION
<br /> Si I -FORMED SURFACES EXPOSED ['OBSERVE AND MONITOR EXCAVATION
<br /> o TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" 1. FOR WORK IS BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF ['VERIFY SOIL BEARING psi BEARING A 4/10/14 MDW PRELIMINARY
<br /> (#S BARS OR SMALLER) 11/2" EDGE,THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED ❑SUBSURFACE DRAINAGE PLACEMENT B 4/14/14 SMM PRELIMINARY
<br /> 1SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE
<br /> ❑VERIFY FILL MATERIAL AND COMP ACTION
<br /> -SLABS AND WALLS(INTERIOR FACE) 3/4• 0 5/16/14 shim CONSTRUCTION
<br /> CONSTRUCTION WORKERS. ❑VERIFY CONDITIONS AS ANTICIPATED
<br /> a 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. OPILE PLACEMENT(AUGER CAST/DRIVEN PILE) 1 5/26/14 UM CONSTRUCTION
<br /> N I 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 2 8/1/14 SMM CONSTRUCTION
<br /> THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL
<br /> 6 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. REINFORCED CONCRETE:
<br /> a, SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S ❑REINFORCING STEEL AND CONCRETE PLACEMENT BBOT ENGINEERING, INC.
<br /> 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6'OR LESS
<br /> I PUBLISHED RECOMMENDATIONS.GROUTS7RENGTHSHALLBEA7LEASTEQUALTOTHE OPRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION
<br /> ¢ I
<br /> MATERIAL ON WHICH ITIS PLACED(3,000 PSI MINIMUM). OF AN UNPROTECTED ROOF EDGE,REQUIRES WORKERS TO USE SAFETY
<br /> LINE. ❑BATCH PLANT INSPECTION
<br /> 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND.ADHESIVE ANCHORS REQUIRE TESTING I ❑SHOTCRETE
<br /> TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. 4. SAFETY LINE SHALL BE MINIMUM.A"DIAMETER NYLON,WITH A NOMINAL ❑GROU ING �+y
<br /> To-
<br /> TENSILE STRENGTH OF 5400 LBS. / Vy I'/ fI
<br /> E i - 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURAL STEEL: �+kh 0;9.1�'`itl`,�P {"
<br /> STRUCTURE. •
<br /> ,`� ❑FABRICATION AND SHOP WELDS I
<br /> D i - 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER ❑ERECTION AND FIELD WELDS AND BOLTING ....*X" iW,, O',
<br /> I TO REACH EDGE OF ROOF,BUT NOT BEYOND. ❑OTHER A. '�
<br /> I
<br /> N 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. " $ 'p
<br /> 5? 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL STRUCTURAL ALUMINUM:
<br /> u PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE ['FABRICATION AND SHOP WELDS �
<br /> t REPRESENTATIVES,INCLUDING: '*F/ 4,i
<br /> 1 INSPECTION OF CONSTRUCTION AREA FOR HAZARDS
<br /> ❑OTHERION AND FIELD WELDS AND BOLTING .1G 451 ►
<br /> r. USE OF AN INSPECTION CHECKLIST •* ,
<br /> . " 'I,
<br /> v I INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS 7
<br /> REPORTING AND DOCUMENTING ANY HAZARDS STRUCTURAL MASONRY: i A�
<br /> h REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION
<br /> ❑CONTINUOUSrl
<br /> il�+ I
<br /> tv POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN ❑PERIODIC
<br /> c0 RECEIVING AN UNBIASED REVIEW OF ONES OWN WORK AREA BY ANOTHER R IS A VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY ARE ACTING UNDER'HE DIRECTION
<br /> rt COWORKER SAFETY REPRESENTATIVE 0
<br /> S OF A LICENSED PROFESSIONAL ENGINEER. I
<br /> 3 REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL OTHER: 70 ALTER THIS DOCUMENT.NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION
<br /> . REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWERERECTORS, SHEET NUMBER: REVISION:
<br /> W EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ANCHORING TO CONCRETE:
<br /> 29 CFR 1926.500-SCOPE,APPLICATION,AND DEFINITIONS ❑BOLTS INSTALLED INNTATIVE 0
<br /> �
<br /> �, 29 CFR 1926.501-DUTY TO HAVE FALL PROTECTION OPOST-INSTALLATION ADHESIVE ANCHORS
<br /> 19 CFR 1926.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES OPOST-INSTALLATION MECHANICAL ANCHORS 2
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