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STRUCTURAL STEEL NOTES:
<br />1. AlL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC�MANUAL OF STEEL
<br />CONSTRUC710N. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW:
<br />W-SHAPES: ASTM A992, 50 KSI
<br />ANGLES, BARS CHANNELS-. ASTM A36, 36 KSI
<br />HSS SECTIONS'. ASTM 500, 46 KSI
<br />PIPE SECTIONS: ASTM A53-E, 35 KSI
<br />2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED.
<br />3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC.
<br />WHERE FILLET WE�D SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.41N THE AISC
<br />"MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHEO UP.
<br />4. NON-STURCUIRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/S" 0 ASTM A 307 BOLTS UNLESS NOTED
<br />OTHERWISE..
<br />5. FlELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT.
<br />STRUCTURAL CONCRETE NOTES:
<br />1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION
<br />FOR CAST-IN-PLACE CONCRETE.
<br />2. ALLCONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAVS UNLESS NOTED
<br />OTHERWISE.
<br />3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE.
<br />WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED
<br />OTHERWISE. SPLICES CLASS'B'AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE.
<br />4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN
<br />OTHERWISE ON DRAWINGS'.
<br />CONCRETE CAST AGAINST EARTH........_.....31N.
<br />CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />#6 AND LARGER ..............2 IN.
<br />#5 AND SMALLER 8 VJWF ...............1 121N.
<br />CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:
<br />SLAB AND WALL ..............3/41N.
<br />BEAMS AND COLUMNS ...............t 121N.
<br />5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH
<br />ACI301 SECTION 42.4
<br />6. HOLES TO RECENE EXPANSIONNJEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR
<br />BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACNRER'S RECOMMENDATION FOR EMBEDMENT
<br />DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID Cl1TTING EXISTING REBAR WHEN DRILLING
<br />HOLESIN ELEVATEDCONCRETESLABS.
<br />7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO 8 MANUFACTURER'S
<br />WRITTENRECOMMEN�EDPROCEDURES.
<br />CONCRETE MASONRY NOTES:
<br />1. CONCRETE MASONRV UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1,
<br />(FM=1,500 PS). MEDIUM WEIGH7 (115 PCF1.
<br />2. MORTAR SHALL 8E TYPE "S" (MINIMUM 1,800 P51 AT 26 OAVS).
<br />3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3.000 P51 AT28 DAYS.
<br />4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CEILS IN RETAINING WALLS
<br />AND WALLS BELOW GRADE SHALL BE SOLID GROUTED.
<br />5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.
<br />6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE
<br />FORMED BY STOPPING THE GROUT POUR 1-12" BELOW TOP OF THE UPPERMOST UNIT.
<br />7. ALL BOND BEAM BLOCK SHALL BE'DEEP CUT" UNITS.
<br />8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELIS HAVING GROUT LIFfS IN EXCESS
<br />OF 4'-0" OF HEIGHT.
<br />9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.
<br />10. CEMENT SHALL BE AS SPECIFlED FOR CONCRETE.
<br />11. REINFORCING BARS - SEE NOTES UN�ER "STRUCTURAL CONCRETE NOTES" FOR RE�UIREMENTS.
<br />12. PROVIDE ONE BAR DIAMETER �A MINIMUM OF 7/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY
<br />UNITS.
<br />13. LOW LIFT CONSTRUCTION. MAXIMUM GROUT POUR HEIGHT IS 4 FEET.
<br />14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND
<br />SECTION 2104.6.1 OF U.B.C.
<br />15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE
<br />DRAWINGS OR SPECIFlCATIONS.
<br />16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES
<br />CONTAINING REINFORCING STEEL.
<br />17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LP.YING PATTER AND JOINT
<br />TVPE.
<br />18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJl1RI0US AMOUNTS OF DUST, LUMPS,
<br />SHALE, ALKAU OR ORGANIC MATERIAL.
<br />19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER.
<br />WEATHERPROOFING NOTES:
<br />STANDARD CONSTRUCTION SPECIFlCATIONS FOR WIRELE55 SITES
<br />3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS:
<br />A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUNL RUBBER WEATHERPROOFING AND TAPE. THIS
<br />INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE
<br />CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER�. IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER
<br />THE FOLLOWING INSTRUCTIONS.
<br />1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLO SHRINKAND COMPLETELY WRAPPED
<br />WITH 21NCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BV APPROXIMATELV'h' AND EXTENDING PAST THE CONNECTION
<br />BY TWO INCHES AS DISCUSSED BELOW; OR
<br />2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICALBUTYL
<br />RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR
<br />3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH 7W0 LAYERS OF 1.51NCH WIDE
<br />SELF-AMALGAMATING TAPE COVERED WITH iW0 LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW.
<br />B. COLD SHRINK INSTALLATION PROCEDURE
<br />C.
<br />t REQUIRED MATERIAL COLD SHRINK TUBE. SPACERS AS NEEDED, BLACK ELECTRICAL TAPE2 WCHES WIDE.
<br />2. REQUIREDTOOLS.-KNIFEANDTAPEMEASURE
<br />STEP 1: THOROl1GHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT.
<br />MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED
<br />START DIMENSION FOR THE COLD SHRINK.
<br />STEP 2: SLIDE THE COLD SHRINK 7UBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAI CABLE PRIOR
<br />TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION.
<br />STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR.
<br />REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESNE PORTIONS
<br />FACING EACH OTHER.PRESS THE SPACER HALVES TOGETHER.THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON
<br />THE SMALLER DIAME7ER COAXIAL CABLE SIDE.
<br />STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD
<br />SHRINK TUBE AND COAXIAL CABLE IN ONE HAND 50 THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK.
<br />STEP 5: WITH VOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED 8Y UNWINDING IN A
<br />COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAV FROM THE TUBE.
<br />STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO
<br />POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS
<br />INSTAILED.
<br />STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEVOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN
<br />PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE.
<br />STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAVER OF BLACK ELECTRICAL TAPE 2INCH WIDTH OVERLAPPING EACH
<br />ROW BY 12 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAVER SHALL BE WRAPPED SO THAT
<br />THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND
<br />NOT ALLOVJED TO COLLECT AND POOL THIS TOP LAVER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH)
<br />PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS
<br />ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE.
<br />BUTVLRUBBERTAPEINSTALLATION PROCEDURE:
<br />1. REQUIRED MATERIAL: BLACK ELECTRICAI TAPE-21NCH WIDE AND BUNL RUBBER TAPE 2 T031NCHE5 WIDE.
<br />2. REOUIRED TOOLS: KNIFE OR SCISSORS.
<br />STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT.
<br />WRAP CONNECTORIGROUND KIT WITH iW0 LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY
<br />APPROXIMATELY 12 1NCH. THESE L4YER5 OF TAPE MUST BE WRAPPED TIGHT ENOUGH 50 THAT NO VOIDS OR AIR PACKETS ARE
<br />PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE TVJO ROWS SHALL BE APPLIED, ONE
<br />IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF.
<br />STEP 2: WRAP CONNECTORlGROUND KIT WITH ONE LAVER OF BUNL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK
<br />ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 12 INCH. THE BUTVL RUBBER TAPE MUST EXTEND 2 TO 3
<br />INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON
<br />CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL
<br />RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE.
<br />STEP 3: WRAP CONNECTOR/GROUND KIT WITH PNO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH
<br />ROW BV 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAVER SHALL BE WRAPPED
<br />SO THAT THE ENOS ARE IN THE UPWARD DIRECTION CREATING A SHINGIED EFFECT WITH TNE TAPE 50 WATER WILL BE
<br />REPELLED AND NOT ALLOWED TO COLLECT AND POOL THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND iW0 INCHES
<br />THE TAPE WID7H PAST THE BUTVL RUBBER TAPE ONTO THE UNDERLYING CABLE.
<br />( 1
<br />ALL LAVERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL
<br />NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS.
<br />D SELF-AMALGAMATING TAPE INSTALLATION PROCEDURE:
<br />1 REQUIRED MATERIAL: SELF-AMALGAMATING TAPE -7.S INCHES WIDE AND BLACK ELECTRICAL TAPE -21NCHES WIDE.
<br />2. REQUIRED TOOLS�. KNIFE OR SCISSORS.
<br />STEP 1', THOROUGHLY CLEAN AND DRV THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND
<br />DIRT.
<br />STEP 2: START WRAPPING SELF-AMALGAMATING TAPE ON THE CABLE AT LEAST 2 1NCHES FROM THE CONNECTOR/GROUND KIT.
<br />MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION.
<br />STEP 3: WHILE STRETCHING TAPE. MAKE ONE WRAP OF 7HE TAPE AROUND THE CABLE. MAKING SURE THE TAPE IS WRAPPED
<br />ONTO ITSELF. THE TAPE WILL ONLV ADHERE TO ITSELF.
<br />STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.751NCH WIDE) LAYERS.
<br />STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST2INCHES.
<br />STEP 6:T0 TERMINATE THE SELF-AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE
<br />STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLV THE LOOSE END TO THE UNDERLYING
<br />SELFAMALGAMATING TAPE USING THUMB PRESSURE.
<br />STEP 7: TWO ROWS OF SELF-AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP
<br />LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE
<br />50 WATER VYiLL eE REPELLED.
<br />STEP 8�. WRAP OVER SELF-AMALGAMATING TAPE WITH TWO LAVERS OF BLACK ELECTRICAL TAPE-21NCH WIDTH OVERLAPPING
<br />EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAVERS SHALL BE
<br />WRAPPED 50 THAT THE ENDS ARE IN THE UPWARO DIRECTION CREATING A SHING�ED EFFECT WITH THE TAPE SO WATER WILL
<br />BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TVJO
<br />INCHES (THE TAPE WIDTH) PAST THE SELF-AMALGAMATING TAPE ONTO THE UNDERLVING CABLE. ALL LAYERS OF TAPE SHALL
<br />8E WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR
<br />STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS.
<br />ELECTRICAL NOTES:
<br />1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALI ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL B IN
<br />E
<br />ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PqOBLEMS ARE ENCOUNTERED BY COMPLVING WIT
<br />H THESE
<br />REQUIREMENTS, CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE. AFTER THE DISCOVERY OF THE PROBLEMS,
<br />AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTNE ACTIONS TO
<br />BE TAKEN.
<br />2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND
<br />COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP.. LIGHT
<br />FIXTURES, ETC., THAT ARE PART OF THE FINAL SVSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF H�S BID.
<br />FAILURE TO COMPLV WITH THIS PARAGRAPH WILI IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A
<br />COMPLETE AND WORKING SYSTEM.
<br />3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE
<br />LOCAL POWEft 8 TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO:
<br />A. UL-UNDERVJRITERSLABORATORIES
<br />B. NEC - NATIONAL ELECTRICAL CODE
<br />C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
<br />D. OSHA - OCCUPATIONAL SAFET' AND HEALTH ACT
<br />E. IBC - INTERNATIONAL BUILDING CODE
<br />F. NFPA- NATIONAL FIRE CODES
<br />4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM
<br />WITH'CONSTRUCTION MANAGER' ANY SIZES AND AND IOCATIONS WHEN NEEDED.
<br />5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OVJNER.
<br />6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED
<br />SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING E�UIPMENT.
<br />7. THE TERM "PROVIDE' USED W CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND
<br />INSTALL.
<br />8. CONTRACTOR SHALL CONFlRM WITH LOCAL UTILITY COMPANV ANY/ALL REOUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT
<br />ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANV/ALL CONFLICTS SHALL BE BROUGHT TO
<br />THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNINGANY WORK.
<br />9. MINIMUM WIRE SIZE SHALL BE k12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDl1CTORS SHALL BE COPPER
<br />WITH THWN INSULATION.
<br />10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL
<br />ENCLOSURES FOR OTHER CLASSIFIED AREAS.
<br />11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND
<br />INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL RE�UIREMENTS FOR THE E�UIPMENT TO BE PLACED IN PROPER
<br />WORKING ORDER.
<br />12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELV AND EFFECTIVELY GROUNDED. AS REQUIRED BY SPECIFICATION, SET FORTH BV SPRINT.
<br />13. ALL WORK SHALL BE PERFORMED BYA IICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED
<br />SYSTEM SHALL BE Fl1LL OPERATIVE AND SUBJECT TO REGULATORV INSPECTION AND APPROVAL 6Y CONSTRUCTION MANAGER.
<br />14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.
<br />15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN ONE VEAR FROM
<br />DATE OFACCEPTANCE.
<br />16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF
<br />THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION. WHICH MAY HAVE BEEN DAMAGED THEREIN.
<br />17. ADEOUATE AND REOUIRED LIABILIT/ INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSSAND ANY/ALL PROPERiY
<br />DAMAGE FOR THE DURATION OF WORK.
<br />18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED.
<br />19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING
<br />EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS. EXCAVATION, AN� BACKFlLLING.
<br />20. MATERIALS, PRODUCTS AND E�UIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L.
<br />APPROVED ITEMS AND SHALL MEET OR EXCEED THE REOUIREMENTS OF THE NEC, NEMA AND IEEE.
<br />21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LJGHTING FIXTURES, SWITCHES AND
<br />ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
<br />22. ANY CUTTING OR PATCHING DEEMED NECESSARV FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE
<br />INCW DED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE.
<br />23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLV TVPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE
<br />RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
<br />24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAW-DUTY. �UICK-MAKE AND �UICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE NPE.
<br />25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS'NO-OXIDE A' BY DEARBORNE
<br />CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURfACES. INCLUDING GROUND BARS, SHALL BE
<br />TREATE� - NO SUBSTITUTIONS.
<br />26. REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END
<br />OF SPARE AND EMPTY CONDUITS AND PROVIDE NJO SEPARATE PULL STRINGS -200 L85 TEST POLYETHYLENE CORD. ALL CONDUIT BENDS
<br />SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIEO, SHALL MEET ULE FOR GALVANIZED STEEL ALL FlTTINGS SHALL BE
<br />SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH'BRITE ZINC' OR'GOLD CALV'.
<br />27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REOUIRED BY NEC.
<br />28. CONDUCTORS: CONTRACTOR SHALL USE 98%CONDUCTIVITV COPPER WITH TVPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID
<br />CONDUCTORS FOR WIRE UP TO AND INCLUDING N0. 6 AWG. USE STRANDED CONDUCTORS FOR IMRE ABOVE NO.B AWG.
<br />29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED PMST-ON CONNECTORS FOR NO. 10 AWG
<br />AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.
<br />30. SEPVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANV. OWNER OR OWNERS AGENT WILL APPLY FOR
<br />POWER.
<br />31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTV CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS.
<br />32 ELECTRICAI AND TElCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH.
<br />33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND
<br />TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM".
<br />34. ALL BOLTS SHALL BE STAINLESS STEEL.
<br />• .
<br />S rint
<br />p
<br />=PROJECT INFORMATION:
<br />DOWNTOWN EVERETT
<br />SE03XC527
<br />1602 MEWITT AVE
<br />EVERETT, WA 98207
<br />BUILDING PERMIT
<br />=REVISION HISTORY:
<br />NO. DATE: DESCRIPTION: CHK.
<br />BY:
<br />Q127Y2014 SHEETA-0 ADDED BJT
<br />Q7/10/2014 ISSUED DESIGN REVIEW &IT
<br />=PLANS PREPARED BY:
<br />B. J. THOMAS, P.E.
<br />7607 80TH AVE NE
<br />MARYSVILLE, WA 98270
<br />206-851 • 1106
<br />=DRAWN BY: CNK. BY:
<br />JL BJ
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<br />��AT`�E.''�Y`���
<br />=EQUIPMENT:
<br />INSTALL (3) NEW ANTENNAS 8(3) NEW RRH UNITS.
<br />-DAAWING INFORMATION:
<br />DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY
<br />ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY
<br />ERRORS AND OMISSIONS. ALL PREVIOUS ISSl1ES OF THIS
<br />DRAWING ARE SUPERSEDED BY THE LATEST REVISION.
<br />THE INFORMATION CONTAINED IN THIS SET OF
<br />DOCUMENTS IS PROPRIETARY BV NATURE. ANY USE OR
<br />DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED
<br />CLIENT IS STRICTLY PROHIBITED.
<br />=DRAWING TITLE:
<br />GENERAL NOTES
<br />=DRAWING NUMBEp:
<br />G-1
<br />
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