209 E CASINO RD CINGULAR WIRELESS ANTENNA 2019-01-25

t w 26. GENE RAL&SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE STRUCTURAL STEEL NOTES: SYMBOLS AND ABBREVIATIONS GENERAL NOTES: TRAY TIE DOWNSANITALL OTHER GENERALITEDOWNS(WHERE APPLICABLE)_PLASTIC ZIP TEES SHALL NOT BE PERMITTED FOR USE ON CUENT PROJECTS.RECOMMENDED MANUFACTURE SHALL A/C AIR CONDITIONING MAX MAXIMUM t, DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS TAKE PRECEDENCE.THIS SET OF 8E:PANWIT CORP.METAL LOCKING TIES MODEL NO.MLT4S.CP UNDER SERIES-304(OR EQUAL). 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR AGL ABOVE GRADE LEVEL MECH MECHANICAL DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY,UNLESS NOTED PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA,WA. REVIEW PRIOR TO FABRICATION. APPROX APPROXIMATELY MTL METAL �� OTHERWISE.THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MFR MANUFACTURE ...-- PROJECT EQUIPMENT,LABOR.AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE DESIGN CRITERIA: 2. STRENGTH STRUCTURAL IELD BOLTING,EXPANSION BOLTS,AND THREADED EXPANSION ANCSTEEL DESIGN,FABRICATION AND ERECTION(INCLUDING FIELD HORS)SHALL BE BLK BLG,HIGH BLDG ILDING OCKING MINK MINIMUM MANAGER �,�� PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL BASED ON THE A.I.S.I.'SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF B.O. BOTTOM OF MISC MISCELLANEOUS 2 PRIOR TO THE SUBMISSION OF BIDS,CONTRACTORS INVOLVED SHALL VISIT THE JOB SUE TO THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL STRUCTURAL STEEL FOR BUILDINGS'LATEST EDITION.SUPERVISION SHALL BE IN ACCORDANCE B.O.S. BOTTOM OF STEEL "..../'' Your world. Delivered. FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. BUILDING CODE WITH WASHINGTON STATE BUILDING CODE AMENDMENTS(2015 IBC) WITH 2015 IBC CHAPTER 22 BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. N/A NOT APPLICABLE CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST CLG CEILING NIC NOT IN CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE DESIGN LOADS: RESULTS CUR CLEAR N.S. NEAR SIDE ACCOMPLISHED AS SHOWN.PRIOR TO PROCEEDING WITH CONSTRUCTION,ANY ERRORS. DESIGN DATA FOR THE CITY OF EVERETT,WA CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE OMISSIONS.OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE a STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONIC CONCRETE =PLANS PREPARED BY: ARCHITECT/ENGINEER VERBALLY AND IN WRITING. -ROOF SNOW LOAD 20 Psi CONST CONSTRUCTION O.C. ON CENTER TYPE OF MEMBER CONT CONTINUOUS 0.D. OUTSIDE DIAMETERE ! NEONE a THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION -BASIC WIND SPEED 110 MPH(3 SEC GUST) OM OVERHEAD AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB A. WIDE FLANGE SHAPE ASTM A992,Fy60 KSI DEL DOUBLENO/N E[IRI N O.INC. ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR -WIND EXPOSURE C B. OTHER SHAPE,PLATES AND ROD ASTM A36.Fy 36 KSI DIA/0 DIAMETER PLCS PLACES SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND C. PIPE COLUMNS ASTM A53.Fy35 KSI DIAG DIAGONAL PLYWD PLYWOOD IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.THE BIDDER SHALL CODE COMPLIANCE: D. STRUCTURAL TUBING ASTM A500,Fy 46 KSI DN DOWN PROJ PROJECT 16928WOODINVILLE-REDMOND RD NE.SUITE 210 BEAR THE RESPONSIBILITY OF NOTIFYING(IN WRITING)THE ARCHITECT/ENGINEER OF ANY E. ANCHOR BOLTS ASTM A307 DET DETAIL PROP PROPERTY WOODINVILLE,WA 98072 CONFLICTS.ERRORS,OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSAL.IN THE F. CONNECTION BOLTS ASTM A325 DWG DRAWING PSF POUNDS PER SQUARE FOOT PHONE:425.487.1732 EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE ALL.WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE PSI POUNDS PER SQUARE INCH W W W.CORNERSTONE-ENGR.COM WORK UNLESS DIRECTED OTHERWISE. CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-l& EA EACH PT PRESSURE TREATED NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE EL ELEVATION 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT CODES. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.I.AND AWS STANDARDS AND SHALL BE ELEC ELECTRICAL RAD RADIUS =PROJECT INFO: DOCUMENTS.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PERFORMED BY W.A.B.O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PREQUAUFIED EQ EQUAL REQ REQUIRED MEANS,METHODS,TECHNIQUES,SEQUENCES.AND PROCEDURES FOR COORDINATING ALL BUILDING/DWEWNG CODE 2015 IBC(STATE BUILDING CODE,WAC CHAPTER 5160) WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 60 REINFORCING BARS(IF EQUIP EQUIPMENT RM ROOM SN91 PORTIONS OF THE WORK UNDER THE CONTRACT. 2015 IRC(STATE BUILDING CODE,WAC CHAPTER 61-51) REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES.WELDING OF GRADE 40 E.W. EACH WAY RO ROUGH OPENING STRUCTURAL CODE 2015IBC(STATE BUILDING CODE,WAC CHAPTER 51-50) REINFORCING BARS((F REQUIRED)SHALL BE PERFORMED USING E70 XX ELECTRODES WELDING EXT EXTERIOR 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MECHANICAL CODE 2015 INC(STATE BUILDING CODE.WAC CHAPTER 51-52) WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE SCH SCHEDULE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL ELECTRICAL CODE 2014 NEC(DEPT.OF LABOR&INDUSTIRES,WAC CHAPTER 296-486) FOR MATERIAL REQUIREMENTS OF WELDED BARS. FIN FINISH SHT SHEET CODES OR ORDINANCES TAKE PRECEDENCE. FIREIUFE SAFETY CODE 2015 IFC(STATE BUILDING CODE,WAC CHAPTER 51-54A) FLUOR FLUORESCENT SIN SIMILAR EVERETT HVVY 526 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE.SIZE,AND GAGE SHOWN ON FIR FLOOR SPEC SPECIFICATION 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS ARE THE PLANS.PROVIDE MINIMUM SECTION PROPERTIES INDICATED.ALL COLD-FORMED STEEL F.S. FAR SIDE SF SQUARE FOOT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR NOT REQUIRED IN ACCORDANCE WITH THE 2015 IBC BUILDING CODE. FRAMING SHALL CONFORM TO THE A.I.S.I.'SPECIFICATION FOR THE DESIGN OF COLD-FORMED FT FOOT S5 STAINLESS STEEL 209 EAST CASINO ROAD SHALL.GIVE ALL NOTICES AND COMPLY WITH ALL LAWS.ORDINANCES,RULES,REGULATIONS AND STEEL STRUCTURAL MEMBERS.' STL STEEL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, CONCRETE NOTES: GA GAUGE STRUCT STRUCTURAL EVERETT,WA 98208 AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4'DIA.)AND SHALL HAVE A GALV GALVANIZED STD STANDARD SNOHOMISH COUNTY MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. G.C. GENERAL CONTRACTOR SO FT SQUARE FOOT 7. GENERAL CONTRACTOR SHALL PROVIDE,AT THE PROJECT SITE,A FULL SET OF CONSTRUCTION I. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH AG 318. GRND GROUND SQ IN SQUARE INCH DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE CONCRETE SHALL BE MIXED.PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH 8. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE NEC DIA ASTM A307 BOLTS GYP BD GYPSUM WALL BOARD SUSP SUSPENDED 'ISSUED FOR: BY ALL PERSONNEL INVOLVED WITH THE PROJECT.THIS SET IS A VALID CONTRACT DOCUMENT UNLESS NOTED OTHERWISE. ONLY IF THE TITLE SHEET IS STAMPED-FOR CONSTRUCTION'AND EACH SUCCESSIVE SHEET BEARS CHAPTER 19 OF THE 2015180.STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS HORZ HORIZONTAL THK THICK CONSTRUCTION1 THE ARCHITECTS SIGNED WET STAMP. FOLLOWS, 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN&CONSTRUCTION HR HOUR THRU THROUGH TYPE OF CONSTRUCTION 28 DAY STRENTHS WIC MINIMUM CEMENT SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. HT HEIGHT TNNG TINNED (PC) RATIO CONTENTHVAC HEATING VENTILATION T.O. TOP OF 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE 10. ALL WELDS TO BE i/4'FILLET UNLESS NOTED OTHERWISE. AIR CONDITIONING T.O.S. TOP OF STEEL [REV::DATE:=.ISSUED FOR: BY:_ ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PER CUBIC YARD TYP TYPICAL 9. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L USTED OR FIRE MARSHALL A. SLABS ON GRADE 2,500 PSI 5 0.45 5 SACKS 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON(ZINC RICH PAINT)OR 1.D. INSIDE DIAMETER APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. TOPPING SLABS APPROVED EQUAL IN INCH LINO UNLESS NOTED OTHERWISE INFO INFORMATION CONCRETE PIERS 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN TOWER/POLE NOTES: INSUL INSULATION VERT VERTICAL 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURINGINT INTERIOR V.I.F. VERIFY IN FIELD STRUCTURAL CONCRETE 4,000 PSI s0.45 812 SACKS B. ALL CONSTRUCTION. IBC INTERNATIONAL BUILDING CODE /� EXCEPT WALLS 1. VERIFICATION THAT THE PROPOSED TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA W/ WITH /n\ 02-16-18 FINAL JRF KS 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, LOADING ISTO BE DONE BY OTHERS. LBS POUNDS W/O WITHOUT `l EASEMENTS.PAVING.CURBING.ETC.DURING CONSTRUCTION.UPON COMPLETION OF WORK, C. CONCRETE WALLS 4,000 PSI s 0:45 612 SACWP WATER PROOF CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND ON OR ABOUT THE PROPERTY. CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE I U.N.O. FUTURE ANTENNAS.ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE A 02-12-18 PRELIMINARY JRF CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING 2. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND CONSTRUCTION AND DISPOSE OF ALL DIRT.DEBRIS AND RUBBISH OFFSITE.CONTRACTOR SHALL PROCEDURES OF CONCRETE PLACEMENT. ABBREVIATED ROOFTOP SAFETY PROCEDURES R PLATE 0 6 O 0 CHAIN-LINK FENCE -DRAWN BY:=CHK.: APV.: N 0 X O CHAIN-LINK FENCE W/BARB WIRE REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES.SITE SHALL 3. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN l CENTERLINE JRF I MWO I MWO BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS.DUST,OR SMUDGES OF ANY NATURE AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494.C618,C989 AND 01017.TOTAL AR (WHEN APPLICABLE): o o D O WOOD FENCE CONTENT SHALL BE IN ACCORDANCE WITH ACI 318. (E) EXISTING - T T - TELEPHONE CURRENT ISSUE DATE: 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH (AS PER'ACCIDENT PREVENTION PROGRAM'-BY PERMISSION OF WREN CONSTRUCTION.INC.- d DETAIL NUMBER P -P - POWER CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE 03/01198) - - GROUND WIRE 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT S1),GRADE 60, SHEET NUMBER 02-16-18 CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. (y430.000 PSL EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE ® CNN COAXIAL CABLE 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID GRADE 40,fr40,000 PSI.GRADE 80 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED FALL PROTECTION METHODS AND EQUIPMENT DISTURBING NORMAL BUSINESS. SHALL CONFORM TO ASTM A706.REINFORCING COMPLYING WITH ASTM A615(S1)MAYBE WELDED ROOF TOP INSTALLATIONS _LICENSURE: ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AI/V.8.1314 ARE SUBMITTED. 1. FOR WORK BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE,THE CONSTRUCTION SPECIAL INSPECTIONS: 15. THE CONTRACTOR SHALL PROVIDE THE CLIENT PROPER INSURANCE CERTIFICATES NAMINGSUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND _ySLE)- CLIENT AS ADDITIONAL INSURED,AND CLIENT PROOF OF LICENSE(S)AND PE&PD INSURANCE. 5. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACTIVITIES OF THE CONSTRUCTION WORKERS. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2015 IBC SECTION 1704. Wp3y�O� 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. ACt 315 AND 318.LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A WA0 'Y.� MINIMUM OF 2'-0'.PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E.,BACKNG UP TOWARD Q Q & CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF S.0.LAP ADJACENT MATS OF A ROOF EDGE.ETC.)OR UNSAFE ACTIVITIES.THE SAFETY MONITOR MUST BE ON THE SAME ROOF SOILS/GEOTECHNICAL' 17. CAUTION!CALL BEFORE YOU DIG!BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION ANDWITHIN VISUAL ANDIERBAL DISTANCE OF THE CONSTRUCTION WORKERS. OSHORING INSTALLATION AND MONITORING - �� v�,� SHOWN MAY NOT BE COMPLETE.CONTACT THE ONE-CALL UTILITY LOCATE SERVICE A MINIMUM OF WELDED WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENDS. ��' ❑OBSERVE AND MONITOR EXCAVATION `` 48 HOURS PRIOR TO CONSTRUCTION.DIAL 811. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6'OR LESS OF AN UNPROTECTED OVERIFY SOIL BEARING psf BEARING 322a ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE. OSUBSURFACE DRAINAGE PLACEMENT 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO CLIENT 7. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A815,GRADE 80,fyW0,000 L ALONG WITH REDLINED CONSTRUCTION SET. PSI, 4. SAFETY LINE SHALL BE MINIMUM•34'DIAMETER NYLON.WITH A NOMINAL TENSILE STRENGTH OF ['VERIFY FILL MATERIAL AND COMPACTION �4!'p 5400 LBS. OVERIFY CONDITIONS AS ANTICIPATED 10. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP(REDUNING)THE 8. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OPILE PLACEMENT(AUGER CAST/DRIVEN PILE) APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO THE CLIENT UPON SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE.. JURISDICTIONAL APPROVAL: COMPLETION. ['OTHER 10. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 6. SAFETY LINE LENGTH SHALL.BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF 20.FOR COLLOCATION SITES:CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID ROOF,BUT NOT BEYOND. REINFORCED CONCRETE: WALK. -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' ❑REINFORCING STEEL AND CONCRETE PLACEMENT 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. ❑PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTION 21.GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS -CONCRETE EXPOSED TO EARTH OR WEATHER REQUIRED.CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S)TO ( BARS OR LARGER) 2` 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL ❑BATCH PLANT INSPECTION NETWORK CARRIER REPRESENTATIVE,PROJECT CONSTRUCTION MANAGER AND ARCHITECT. (A6 BARS OR SMALLER) 1 12' OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,INCLUDING: ❑SHOTCRETE ❑GROUTING 22. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT,MUST REAPPROVED BY CLIENT -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND INSPECTION OF CONSTRUCTION AREA FOR HAZARDS ['OTHER CONSTRUCTION MANAGER. (SLABS,WALLS AND JOISTS)(#11 BARS AND SMALLER) 314' USE OF AN INSPECTION CHECKLIST 23.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE (BEAMS,COLUMNS)(PRIMARY REINFORCEMENT,TIES.STIRRUPS,SPIRALS) 1 1/T INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS STRUCTURAL STEEL: PENETRATION OF EXISTING ROOFING MATERIALS OCCUR,THE GENERAL CONTRACTOR SHALL REPORTING AND DOCUMENTING ANY HAZARDS ['FABRICATION AND SHOP WELDS =PROPRIETARY INFORMATION: COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. PT SULTOF PEC SAFETY ANY T OOR CONSIDERATION INSTALLATION,PATCH,REPAIR OR ANY AUGMENTATION TO THE ROOF,AND HAVE THE WORK POSTINGARESULTS OF DREVIEW INSPECTION AND ANYACTION TAKEN ❑ERECTION AND FIELD WELDS AND BOLTING 12 ANCHOR BOLTS TO CONFORM TO ASTM A307. RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY ❑OTHER DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR REPRESENTATIVE ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS 24. INTOE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS CONCEALED MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL DRAWING ARE SUPERSEDED BY THE LATEST REVISION. (SHROUDED)SUPPORT FRAMES OR TRIPODS,THE GENERAL CONTRACTOR SHALL.COORDINATEWITHINCEA RECOMMENDATIONS.GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION STRUCTURAL ALUMINUM: THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IT IS PLACED(3.000 PSI MINIMUM). ❑FABRICATION AND SHOP WELDS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING(IN REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, ❑ERECTION AND FIELD WELDS AND BOLTING OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS APPEARANCE)DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS,TEXTURES,AND 14. ALL EXPANSION ANCHORS TO BE HILT!BRAND.ADHESIVE ANCHORS REQUIRE TESTING TO EQUIPMENT INSTALLERS,AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS ❑OTHER STRICTLY PROHIBITED. COLORS.THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. - 29 CFR 1928.500-SCOPE,APPLICATION.AND DEFINITIONS FASTENERS IN ALL FRP CONSTRUCTION.WHEN PHOTO SIMULATIONS ARE PROVIDED,THE 29 CFR 1928.601-DUTY TO HAVE FALL PROTECTION DRAWING TITLE: CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN 19 CFR 1926.502-FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES PHOTO SIMULATIONS.SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, STRUCTURAL MASONRY: CONSTRUCTION COORDINATOR,AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ❑CONTINUOUS GENERAL NOTES 25.IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE CALL TWO WORKING DAYS ['PERIODIC ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED.CONTRACTORS SHALL CONFIRM(PRIOR TO BEFORE YOU DIG! DOTHER SUBMITTING BID)WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE p DRAWING NUMBER: PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB-RESULTING FROM ANU 811 OTHER:NONE REQUIRED UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING'AS-BUILT DRAWING SET'-HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/EMBEDDED STEEL -- _ 0 NATIONAL UTILITIES UNDERGROUND LOCATE ` y G 1 _ REBAR.INT HER X-RAY TENSION FOR AU.PENETRATION SHALL INCLUDE ANCHORING TO CONCRETE: PROVISIONS FOR X-RAY PROCEDURES(NCLUDEDTN BID)FOR ALL PENETRATKONARFAS WHERE sNEiY wurr uRCN sx�u eE'w.eNExreosrcaN+uClN4s)nrNE ❑BOLTS INSTALLED IN CONCRETE / ANCHORING OCCURS. CNICNNO NSCWRMNCE WTI CURRENT 05IN31NONIIN IEECINO-RED SEWER-osEEN .9100--YELLOWs. sv-PNl ❑POST-INSTALLATION ADHESIVE ANCHORS 1 -- 1EIfClV-gLVIOE.PROPOSED-NRE..YPlR6�-Po.W __ ❑POST-INSTALLATION MECHANICAL ANCHORS CEI JOB NUMBER: LTE 6C 17-09266