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I � 1 <br /> STRUCTURAL STEEL NOTES: WEATHERPROOFING NOTES: ELECTRICAL NOTES: Sprint <br /> 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE <br /> STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED 3 E <br /> 6 WEATHERPROOFING CONNECTORS AND GROUND KITS: IN ACCORDANCE W DRAWINGS AND ANY ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS AENCOUNTERED BY COMPLYING <br /> BELOW: . WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE,AFTER THE <br /> A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' <br /> W-SHAPES:ASTM A992, 50 KSI TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. <br /> ANGLES, BMS CHANNELS: ASTM A36, 36 KSI SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, <br /> HSS SECTIONS: ASTM 500, 46 KSI WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL <br /> PIPE SECTIONS: ASTM A53-E, 35 KSI AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL <br /> 1.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY EQUIP., LIGHT FIXTURES, ETC.,THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE <br /> 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY'/'AND EXTENDING SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL <br /> PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. <br /> 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM GENERAL DYNAMICS <br /> TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE 2.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL <br /> J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION'. PAINTED SURFACES SHALL BE TOUCHED RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR ORDINANCES OF THE LOCAL POWER &TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED WIRELESS SERVICES <br /> UP. <br /> T0: <br /> 8'0 ASTM A 307 BOLTS 3.THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE <br /> 4. NON-STURCUTIMAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8-0 SELF-AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. A. UL -- UNDERWRITERS LABORATORIES <br /> UNLESS NOTED OTHERWISE.. <br /> B. NEC -- NATIONAL ELECTRICAL CODE <br /> 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. B. COLD SHRINK INSTALLATION PROCEDURE: C. NEMA-- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. <br /> D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT <br /> STRUCTURAL CONCRETE NOTES. 1.REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WIDE. F. NFFPA -INTNATIONALNAL BUILDING RE CODES CODE ENGINEERING <br /> 2.REQUIRED TOOLS: KNIFE AND TAPE MEASURE 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND <br /> 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-D5, ACI 318-OS AND THE CONFIRM WITH 'CONSTRUCTION MANAGER'Y SIZES AND AND LOCATIONS WHEN NEEDED. I'I:JJt I.I IK(•ORMATIQN: <br /> SPECIFICATION FOR CASs-IN-PLACE CONCRETE. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL <br /> 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. NETWORK VISION MMBS LNLINL-I I <br /> UNLESS NOTED OTHERWISE. CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. <br /> STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND <br /> 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. BROADWAY <br /> OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC STEP 3. REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL <br /> UNLESS NOTED OTHERWISE. SPLICES CLASS "B'AND ALL HOOKS SHALL BE STANDARD UNLESS CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH FURNISH AND INSTALL. <br /> NOTED OTHERWISE. ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED SE63XC209 <br /> 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, <br /> SHOWN OTHERWISE ON DRAWINGS: STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS 2j17 HOWARD AVE <br /> THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND 50 THAT THE EDGE OF COLD SHRINK TUBE IS IN SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. <br /> CONCRETE CAST AGAINST EARTH...............3 IN. LINE WITH THE MARK. EVERETT, WA 98203 <br /> 9. MINIMUM WIRE SIZE SHALL BE 112 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL <br /> CONCRETE EXPOSED TO EARTH OR WEATHER: STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY BE COPPER WITH THWN INSULATION. SNOHOMISH <br /> /6 AND LARGER...............2 IN. UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE <br /> #5 AND SMALLER&WWF...............1 1/2 IN. TUBE. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND <br /> STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. <br /> CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND ISSUE DATE <br /> SLAB AND WALL..............3/4 IN. THE COLD SHRINK TUBE IS INSTALLED. 11. IT IS NOT THE INTENT OF THESE PIANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS 07-30-12 <br /> BEAMS AND COLUMNS...............1 1/2 IN. EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR <br /> STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. <br /> 5. A 3/4'CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED B1' SPECIFICATION, SET FORTH BY ISUED FOR: ZONING/FERMI <br /> ACCORDANCE WITH ACI 301 SECTION 4.2.4 STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH SPRINT. ., <br /> OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE <br /> 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8' LARGER IN DIAMETER THAN THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER.THE REVISIONS <br /> ANCHOR BOLT, DOWEL R ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL THIS TOP LAYER OF COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION <br /> EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE MANAGER. REV. DATE DESCRIPTION INITIALS <br /> REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL A 7/30/12 90% CD'S J.F. <br /> BE CUT WITH A SHARP KNIFE. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. <br /> 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO& C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: -.-/12/12 100% CD'S RLS <br /> MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 15. CONTRACTOR SMALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN ONE <br /> 1.REQUIRED MATERIAL: BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 70 3 INCHES WIDE. YEAR FROM DATE OF ACCEPTANCE. <br /> CONCRETE MASONRY NOTES: 2.REQUIRED TOOLS: KNIFE OR SCISSORS. 16 THE CORRECTION OF RECHARGE AND SHALL INCLUDE THE <br /> PLACEMENT OF TTHEA RE DEFECTS <br /> Y OTHSHALL ER PHASE OF WITHOUT ANY THE INSTALLATION. WHICH MAY HAVE BEEN DAMAGED THEREIN. <br /> 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEK4MT UNITS CONFORMING TO ASTM C90, GRADE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL <br /> N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH PROPERTY DAMAGE FOR THE DURATION OF WORK. <br /> OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT <br /> 2. MORTAR SHALL BE TYPE "S' (MINIMUM 1,800 PSI AT 28 DAYS). ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS <br /> CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP INDICATED. <br /> 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS. ROW SHINGLED TO PROMOTE WATER RUNOFF. <br /> STEP 2' WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING <br /> 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFlLUNG. - <br /> WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH <br /> 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE <br /> 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. THE UNDERLYING CABLE. ON CONNECTORS,WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. <br /> UP THIS AREA WITH EXTRA BUM RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR <br /> 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, <br /> SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST Shp 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. <br /> UNIT. OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. <br /> THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED 22. Y CUTTING R PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND <br /> 7. ALL BOND BEAM BLOCK SHALL BE 'DEEP CUT" UNITS. EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL THESE TOP SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON <br /> B. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUM FINAL ACCEPTANCE.RUBBER TAPE ONTO NOT FOR CONSTRUCTION UNLESS <br /> THE UNDERLYING CABLE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES.ALL ELECTRICAL WIRING SHALL LABELED AS CONSTRUCTION SET <br /> IN EXCESS OF 4'-0' OF HEIGHT. ALL LAYERS OF TAE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. <br /> 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. OF TAPE SHALL NOT BE PULLED OR STRETCHED.ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. 1 I,1\SLIRE <br /> D. SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE: 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUN. QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY <br /> 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. EXPOSURE TYPE. <br /> 11. REINFORCING BARS - SEE NOTES UNDER 'STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. I. REQUIRED MATERIAL: SELF-AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE - 2 INCHES 25. ALL CONNECTIONS SWILL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS 'NO-OXIDE A" BY <br /> WIDE. DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND <br /> 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2') GROUT BETWEEN MAIN REINFORCING AND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. <br /> MASONRY UNITS. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. <br /> 26. RFACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND <br /> 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE R COAXIAL CABLE AND CONNECTOR TO REMOVE ALL CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE <br /> GREASE AND DIRT. CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FF. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR <br /> 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT • START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITS <br /> SPECIFICATIONS 2 <br /> FICATIONS AND SECTION 2104.6.1 OF U.B.C. ZINC' OR 'GOLD CALV'. <br /> CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPUCATION. <br /> 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. <br /> THE DRAWINGS DR SPECIFICATIONS. IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. <br /> 28. CONDUCTORS: CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. <br /> 16. CELLS SHALL BE IN VERTICAL AUGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO AUGN WITH STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 <br /> CORES CONTAINING REINFORCING STEEL. LAYERS. AWG. <br /> 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. <br /> JOINT TYPE. STEP 6: TO TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. <br /> 18. SAND SHALL BE CLEAN,SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO 30 SERVICE: 240/12OV, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL <br /> LUMPS, SHALE. ALICAU OR ORGANIC MATERIAL. THE UNDERLYING SELF-AMALGAMATING TME USING THUMB PRESSURE.AMAPPLY FOR POWER. <br /> STEP 7: TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING �I[FIT TITLE <br /> 19. BRICK SMALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. <br /> A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. GENERAL <br /> ^ C /\ I\ O ['C <br /> STEP 8: WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 INCH WIDTH 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. G E V L AL V EJ <br /> OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED <br /> EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12' BELOW GROUND AND DIRECTLY ABOVE <br /> SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ'CAUTION BURIED ELECTRIC'OR "BURIED TELECOM'. <br /> THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE 34. ALL BOLTS SHALL BE STAINLESS STEEL. SI IEGT NLIiNABER: REVISI�`N: <br /> SELF-AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO <br /> VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL 0 <br /> TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. <br /> 1 1 1N-2 <br /> 1 253-080 \ <br /> THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. Y USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. l/ <br />